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Home My WebLink AboutBridge Street Lodge Redevelopment 1995 (2 of 4)1 1 f 1 1 1 1 1 1 i 1 1 l t i GOLDEN PEAK HOUSE REDEVELOPMENT VAIL COLORADO IN 1VA,INCORPORATED 1319 SPRUCE STREET BOULDER, COLORADO 80302 303.444.1951 303.444.1957 FAX CONSU.RIN4 SRRUCLUNAI ENGIN(F R$ BY DATE CHKD.BY DATE r 1 1 1 1 1 1 • JOB # PROJECT CLIENT 303.444.1951 303.444.1957 FAX SHEET NO PRELIM. _ FINAL — GOC I�E/U P�i9/� HOUS'E stiEE r # VfI /C, COLORI�DO s T �UCTU�i9G CAL -C` lio -/,3 2,0- 2,20 3,0 -3,/3 6, o - G !o 7, o - 7, V 8,0- 9, 17 FELL, 11 JIL la- T/ r6 E _ .0 's i6 'Al C•Q / ?Ele �9 R00 , 4- 1- /^/G S FCo 0A F/�/9M //VG y Ty FG ooh F R, , 9/ -J //V 3 F2fi'1-2 /lVG 2' O f'C0 o lZ FiPAnM //✓G' / ST FG o o FRRM/"YCi 7 FGooR / a- D A T / o ANr .t _ Coe- u en NS I- A rEg i9 L NA. INCORPORATED 1319 SPRUCE STREET BOULDER COLORADO 80302 OF JIM CONSUL11N4 STAUCTUAXI E BY Pct DATE CHKD.BY DATE r 1 1 N & INCORPORATED 303.404.1951 1319 SPRUCE STREET ""r 303.404.1957 FAX BOULDER COLORADO 80301 JOB # CO S S 0 ` SHEET NO OF PROJECT G i ° Eh' �' N�uSG PRELIM. CLIENT SM0,4VIODAI �` �/oP� /NHS' FINAL 0 , 51 1 61V OR 761fl'9 Pl�o EJE CT.' Co�,DE�v PF�9.0 Ho �JE G/ V/9 e/PfJl /iv C'h'f�iP /f ID 7 h't,/N Axe i PAP o f G o „i ' /L e o 4-0 EC c �9 �' /o Yf� .4 ADa C C /ENT S AVio -i Do ,V e �/ aP/Ci�vtS' �5wC'/f, Zo/ GoRE C ?EEK DR, i°�oNE y 7� -zzo/ f�9x y 2 0 �/NE� • CbNDO___._O w NEJPS C /v /G E�6 R, �� - ��✓ TER - MoU/► /T�9 /�Y__1�NG/ �✓EE.P /�YG' �E' ------ ____ -- EL F C 7 / C,09 L Ew Gl : 9E19v0 1N 6,9i12E Co.P E !,/SE D �^/ D EJ /6�•%_ : ___ 19 9 � G/l� C 1 SPR INCORPORATED 303.444.1951 1319 319 SPRUCE CE 9STREET EET CONSULTING STRUCTURAL ENGINEERS S`SO 303.444.1957 FAX BOULDER COLORADO 80302 L JOB # SHEET NO OF _ BY / s DATE / / y PROJECT � �EN PE�/� nd USC PRELIM. CHKD. BY DATE CLIENT SNO�J DO�✓ - 5e FINAL DES /6 c`Ri e i r9 Q v c T U P /,? o o f De� 4:fR/ E��11'� Pl�o EJE CT.' Co�,DE�v PF�9.0 Ho �JE G/ V/9 e/PfJl /iv C'h'f�iP /f ID 7 h't,/N Axe i PAP o f G o „i ' /L e o 4-0 EC c �9 �' /o Yf� .4 ADa C C /ENT S AVio -i Do ,V e �/ aP/Ci�vtS' �5wC'/f, Zo/ GoRE C ?EEK DR, i°�oNE y 7� -zzo/ f�9x y 2 0 �/NE� • CbNDO___._O w NEJPS C /v /G E�6 R, �� - ��✓ TER - MoU/► /T�9 /�Y__1�NG/ �✓EE.P /�YG' �E' ------ ____ -- EL F C 7 / C,09 L Ew Gl : 9E19v0 1N 6,9i12E Co.P E !,/SE D �^/ D EJ /6�•%_ : ___ 19 9 � G/l� C - ___._ -- —__ - 4 , 90 (-04,0 not S If- oPei - _ry /?,c Q v c T U P /,? o o f (MCI h/ EfI v -`/ fLoo� - RTC5 10E x„7'/19 C- _ Yo / ?s F Q196 Co /OE - - - - - - -- - -- - /. o fs CoA!t oorC1 I - ioud L i c i9/LE�3,!- /o -N.1F - -- - - /2E-r 0/ ZA ,4 7u /oo P F 6F e c E _ So P -jI`_ - t e 5 7 9 6 E /Z-r PS f �� IYA.INCORPORATED 303.444.1951 1319 SPRUCE STREET r - 303.444.1957 FAX BOULDER, COLORADO 80302 CONSULTING STRUCTURAL MINIM 6 - 5 '.5'o JOB # SHEET NO • Z OF BY TP.s DATE 7- 7- Y PROJECT GO (-,06 --J Pe - 1`4 K 4"0 us E PRELIM. CHKD. BY DATE CLIENT J ^' o W O 0 , 4 ` 0 /�' /�, FINAL DES /6N C/F iTE/t/�I a Go AO w / -i D V o C / PEA � I TEo BY cooc) - SEE F � L c. o w /-•� � S � /EE T:3 , Fo /C �,,/ /� � L o F) .0 /-j 5 ,.� P/� , ,� y /`1 i9r� E S fJ-•� O sYJ 7E 1 E_ •vT1. -- r-J - -- .zz v FovtiA0,49 7 - �o,i /•'fo2�/�T /o-. f/tz 7 S r6 v -- �EPo2T-` 193 0 S.2 1� T 6 -s - - -- - -- -- - ----- - - - - -- - - -- - -— -- � � � o w A /� L E � � X . _- IfJr�; -P� E JJ ✓ z _E -- ---- Sc? - °° -�°� �`- -- -- �✓Ii, FTG S 12E"J - Z /Soc gTEO� /6 CO.vr.. F/� T 17 E TYPE__ jl �gLJ� 2r % L /D / E, .. C/l �T /L��v�/tC0 I��T, •,��cJ. — 35�°Cf E/� -. P� oJ1DE P6 6 i ,<Esj U/L zso �eF s�a n6/L6ro 1 1 1 1 i i r c r 1 1 1 1 ,STlZ u c 7 J 4 9 L ; TE E L Tu 8E s aTyEz X41 -J11 Y - w o 0 p - r = y6 ks� )VA. INCORPORATED 1? F 1 f7l 36`cs� 303444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER, COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # �SSC SHEET NO �'`� OF TP s 7 7- 9 Y Ga C D E^/ k /y 0-3 E BY DATE PROJECT 1o Eh' PRELIM. CHKD. BY DATE CLIENT S FINAL DES /C �/ CSC /Tf It 1 T' E l i 4 c s - - -- - -- - C 3� Se-4 or+ PE CK PJ OTHER .300o ,STlZ u c 7 J 4 9 L ; TE E L Tu 8E s aTyEz X41 -J11 Y - w o 0 p - r = y6 ks� 1? F 1 f7l 36`cs� ,^/Q-vE " 0 -j E rr l 1 1 1 1 1 1 1 f 1 1 1 1 1 t 1 JVA. INCORPORATED K 114" 1 1319 SPRUCE STREET 303.444.1951 FAX BOULDER, COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # SHEET NO 2, O OF BY DATE PROJECTC ee/9k 1"ISE PRELIM. CHKD. BY DATE CLIENT 15/V0AVV 0 N f 1"'10 "oK/Ns FINAL /Qo 0f Roof DENS' /GiV r t i i i i i r R oo A DEck - 3N TYPO ev R /` oeck Lor90 ro ' o L e Za PJf DL -F $a �J f LG = /DO L ,3 SP/9 A o /Cn Gi9 G E - /Z 6 /4 x l !�A -•► G/9GE zfl G19G4 -- - 314 - ZV 4'19 cr In sf PR AC ? /C L ��"►- l T_-- _IP/a -.� - 1a 9 -c — - CICECk_ I TER A /F o 1 3N zb ?4-/4. 0s +4E e-to = 2Lwjo-ef S / /')PC SIA -j � r f CAT N /6 -'Z C C E 192 Jf�� = 0 ' Zts G qCC /I CC ow A7 Ce C r /o z pjte oK NA. WCORPORATED • 303.444.1951 1319 SPRUCE STREET CONSULTI STRUCTURAL ENGINEERS ex, ` SSo 303.144.1957 FAX BWLDER, COLORADO 80302 2 ' JOB # SHEET NO OF BY 7-PJ l9 DATE 7 - /` 2 y PROJECT Go L D E^ PRELIM. CHKB. BY BATE CLIENT S A/ FINAL RO o f DEJ /G� Roof DEsi6 -j V6 1-0 9 Os _3. CC /C /NC f C. /6HtJ ,3 rl sc— , _ Z S PJ c R oo A DEck - 3N TYPO ev R /` oeck Lor90 ro ' o L e Za PJf DL -F $a �J f LG = /DO L ,3 SP/9 A o /Cn Gi9 G E - /Z 6 /4 x l !�A -•► G/9GE zfl G19G4 -- - 314 - ZV 4'19 cr In sf PR AC ? /C L ��"►- l T_-- _IP/a -.� - 1a 9 -c — - CICECk_ I TER A /F o 1 3N zb ?4-/4. 0s +4E e-to = 2Lwjo-ef S / /')PC SIA -j � r f CAT N /6 -'Z C C E 192 Jf�� = 0 ' Zts G qCC /I CC ow A7 Ce C r /o z pjte oK NA, INCORPORATED 303.444.1951 1319 SPRUCE STREET 303,4441957 FAX BOULDER, COLORADO 80302 l..lUTl.1 11111MAl .1'W111 JOB # SHEET NO OF By ZZ5 DATE 7-/2-�Y PROJECT G O C OEN RF � - PRELIM. CHKD. BY - DATE CLIENT s 4" A/ FINAL Rot P6 /6 '-j C IT, 1 1 1 1 1 1 /?o o MA If JP /9C /'V (ZS ao P) y Z le�c jp/i -i - E E C Z ' 13 jf 6 Ale c r 6 , s z Z/. OL IL 'N - ?K Ail J1 -7 7, 0 er 09 / -j w/z )c ly 16 t E r imp f t r w i 1 1 r e NA. WCOAPOOATED mz�m yi 303.111.1951 1319 SPRUCE STREET . 303./44.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # to SSo SHEET NO Z ' 2 4 OF BY TPJ" DATE 5 y PROJECT G'o c. D E-j PE 0I K y " 6' PRELIM. CHKD. BY ' r y FINAL 0 ° CK DATE CLIENT S�/ow Q /-0 Roo F Root �lE / Dif ACR -6 -f It i /..j )z0aA s' i SAnE 1,.r _ / 3 •-tax r e 1- 1 1 1 1 1 1 1 1 1 A 1 J i 1 i 1 - - tM S PRUCE 3a3.4u.nsI i3iv svau� s e o 303.411.M7 FAX WULM COLORAW 00302 211 JOB N SHEET NO OF BY TP-f DATE 7 -LL 2 y PROJECT GOLDEN PE�/9�' Ho usE PRELIM. CHKD. BY DATE CLIENT s /7/ FINAL / !C K S ' yo Jkaz-1 ix- NA, INCORPORATED 303.444.1951 1319 SPRUCE STREET yr +� CONSUIiING STRUCTURAL ENGINEERS 303 444 1957 FAX BOULDER COLORADO 80302 JOB # �SSo SHEET NO 2. y h OF BY PS DATE 7- - S y PROJECT PRELIM. i CHKD. BY DATE CLIENT tS £ y FINAL -90 o r /1 o R6 y19 R " 3 303.441.1951 rA. WCCR PORATED 1319 SPRUCE STREET NSU r COLTING IMITMI EMGINEEIIS �S O JOB # 303.144.1957 FAX BOULDER COLORADO 80302 SHEET NO Z• s OF BY _TPS DATE 7 �.S 9 y PROJECT Go ADEN i° E�k yC yJ E PRELIM. CHKD. BY DATE CLIENT S y FINAL �o O F p J 16-J 3,yK R� 3�c osC 0,2C G,1! w/ 2 x /Y Z.- A 0 2 K 3 o.3� /, a,79j 1c' 3 6 o, 03S 4 .10 p d« if /3[o D p,2� L4 i 3` SSG O• y5 k �i i1 1 q - Z' /000 A 0,-L3 0, ooZ .o, 0 032 o.0Z6 /6 0.017 o.001§' O,00t o, ozo o' yo x,383 ti= o t t C 1 1 1 1 1 1 1 1 1 t 1 t Mom NA, WCORPORATED 303.444.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS 303.444.1957 FAX BOULDER COLORADO 80302 JOB # ` SHEET NO Z' 6 OF BY TPJ DATE 7 - 1S - 9 y PROJECT '0E9K /yyc�I E PRELIM. CHKD. BY DATE CLIENT S- ri y FINAL 2 0 le /Zoo R /o O /Fr K /rr /Z h 2, S /1 7 wiZ fY '4TH 0,0 ,?/ /,7(c 01 131 / o,Sa " /Fr ORty //�t lo 7 !Z 7, ,� %�ODO 6TL f6 L /o r --*� o.a�K /. Z �1 o,27y w /2 X /y w / Zx /Y -Tot Zy( RBl3 w. oR�9 K REE s S o,y WIZ yty oK NA, WCORPORAT® 303.141.1951 1319 SPRUCE STREET 303.414.1957 FAX BOULDER, COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # `S-� O SHEET NO Z' 7 OF BY r DATE "�S 9 y PROJECT G o `O E^r pE99 Ho c/ C PRELIM. CHKD. BY DATE CLIENT ' �/ H FINAL � -c 0,0 Yy Z�y_ / ?co Olt nK !t / 5 u 3 rr 1,.i I Z x y � 10.9 K . Z R - r� I =gg.6 .d o.c1 o, /S 0 08'y S.o , 2F) F J.9 o.to I -( Z .6 c-Y$ O,J 6 o. /S9 a ? C . /Z It - o,oc) o. yS 1.�1 Z>e oK NA. WCORMMTED 303.141.1951 1319 SPRUCE STREET 303.444.195) FAX BOULDER, COLORADO 80302 COMSUIfIMG ST,URVIAI FMGIMfE,f JOB # G SSA SHEET NO Z' OF BY LP's DATE 7`�s� 9 y PROJECT ° D E� to6l K f10 J1 L PRELIM. CHKD. BY DATE CLIENT `S FINAL 0 ° F /2-C R 1 1 I t ,7 p f U.�2 r 0.07 X8/9 2: /voo A rL 0, gJ 6,32 Q« 0. v , 2 8L w/ y ik w /�fC 7 x I O./6 K �ff t� =� —i000 A 7 L o,JJo ,0.060 �LL o Mom NA. INCORPORATED 303.444.1951 1319 SPRUCE STREET 411111 GW 303.444.1957 FAX BOULDER, COLORADO 80302 CONSULTING STRUCTURAL EMGINEEAS T JOB # ' -� SHEET NO 2 OF BY / P-s DATE - Z - 9 " PROJECT 6 ° C- D EW 1 //0'J45 PRELIM. CHKD. BY DATE CLIENT S / y FINAL RE V / O jzl�Z° °I R s, 9,z d « w /Zx i9 1 i t R t i NA, INCOIPORATED 303.444.1951 1319 SPRUCE STREET COMSUlTIN4 S/�UCTUI�I EM41NEE15 303.444.1957 FAX BOULDER, COLORADO 80302 JOB # 6 S SHEET NO 2 OF BY 7 DATE ?'is =5y PROJECT G O 6,-J PEA h' u 1 C' PRELIM. CHKD. BY DATE CLIENT -s y FINAL h�iGH /too f r 7 R E ✓ /sE p U S 4E l-! / Z 7c / y S> n 7 T YP Z2 o . So ►c /F � T V 4 .......... f �Ev/sED v SE ICI /? r y -f if-) To T y P PvR��s RQ Z? E 7 , S ' t' g _ � FrB,� �'rc o, /7/ ° °a,oiZY 6 L. o, /3 0 0 7 �� ?�� O, Yo o, !R E J/ 1' if 0_ A✓C X T .tMEE T w /2x /y r �r t e R n S3 K y ,�K 3• ��f� 1, C zL ti p = e.f8y o,y8� u/2 x /y REvj /(Dzy T 30 /,Jy NA. 91CORPORATED 303.410.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL fM41MEEAf SS O 303.411.1957 FAX BOULDER, COLORADO 80302 Spy .c JOB # SHEET NO Z-214 OF BY Tpf DATE ZZ z '- 9 y PROJECT G o L O'c"I P609X Mo y S E PRELIM. CHKD. BY DATE CLIENT S� H FINAL 190 O F /fE v / s e o /1 ! z3 R n S3 K y ,�K 3• ��f� 1, C zL ti p = e.f8y o,y8� u/2 x /y REvj /(Dzy T 30 /,Jy UA w /2 X /V Spy .c o,y6 K FT rr z T;c foot, ArL 0,000c p.oaS/ O,oO� d,ofC� Q O.aooS 0 ro O.oOt? Q ,O1 t 0,27 xR: y 7i ,,y UA w /2 X /V NA. INCORPORATED 303."4 ; 19S1 1319 SPRUCE STREET 301444.1957 FAX BOULDER COLORADO 80302 CONSULTING STAUCTUEAI EMGINEEIIS �rr JOB # �p`$�SO SHEET NO z' D OF T'� BY Tps DATE 7 PROJECT GO G OL-j PEl yo J f E PRELIM. 6 ^ CHKD. BY DATE CLIENT H FINAL /e00F P YI G R o o F 6 2y �•9 k 1 '9 2,L y K 3-` o. ys K /Fr ,P Ev ED ' / `/ � - Z P/T (— ✓i(j aJ 3 C n pc,c o.flo3�r 1phCo o 6, L/ Z a, o. Zs w /Z / y �13 ZG /� Z.? K q.0 6 � R Y, R 1,9 E = /opts Qrc : o,.oiy : y C4 o,7o "o 67 O, "037 p.eo93 oL12 l,4L 0,00?- o�0�7 O,oZ 176 0 o Edt3 0. 3t o,2)3 P U,cciI�js c w /z y w/zx 1 t E Z a e 9,r 4, 303./11.1951 IVA. INCORPORATED 1319 SPRUCE STREET CONSULTING STRUCTURAL fM4VlEFllf `sS 0 303.110.1957 FAX BOULDER, COLORADO 80302 Z ' JOB 0 T= /oo.' Art- SHEET NO OF BY re"S DATE 7 �S - Y G L OCH y o, oo g a,o PROJECT PRELIM. CHKD. BY DATE CLIENT .T � 147/ FINAL Z? /F W16 AR /? o o F .R g 9,r 4, XB Z- F R£ v is e a— SiT, -T r�/ VIE wlZ /� -,Pa r. 7 TA,r /p o Li / w / 2 ,e Z > 3 o oe 1 0 m 4A T T O,o /yL 16 LL Q , , c 0,8 ►��' IZ,� K 2 6,Z t7,5 M — Zo 1: /oe Art_ O,00? 0,00 Yy ,e/1co 0,17 o. /o �� ? Y_ w /2 x y TI '3 T= /oo.' Art- o,o3oS 0,010y ,00y� z9z o, oo g a,o 6 ,03 o•T O, XB Z- F R£ v is e a— SiT, -T r�/ VIE wlZ /� -,Pa r. 7 TA,r /p o Li / w / 2 ,e Z > 3 o oe 1 0 m 4A T T O,o /yL 16 LL Q , , c 0,8 ►��' IZ,� K 2 6,Z t7,5 M — Zo 1: /oe Art_ O,00? 0,00 Yy ,e/1co 0,17 o. /o �� ? Y_ w /2 x y t t 1 1 1 1 1 1 1 1 1 1 1 1 Mom HA, 303.110.1951 WCOIPORATED 1319 SPRUCE STREET CONSULTING STAUCTUEAL EMGIMEEAS �` 303 . 444. 1957 FAX BOULDER, COLORADO 80302 Z // JOB # SHEET NO , OF BY T/of DATE p� 9 y PROJECT GO C E� E�4 /yac�JE PRELIM. CHKD. BY DATE CLIENT FINAL o F �E ✓is EO �1� z R' Co„rCrt67e wAc 0f NaA7H ;r yy K V:t000 ,p o, °i 2 3 Acs o Z,cs Z/ uJE w> z y } o�T H R G.ESJ JEvE2 UJE wiZx /y C e a s lk -- NA. INCORWRATED 303.441.1951 1319 SPRUCE STREET. co�sanc trwctuiu acurc[es / p .S.S JOB N C 303.414.1957 FAX qui- ER Co"" 80302 SHEET NO Z� OF 9Y TP-s DATE 7- 9 y PROJECT (5524 -1 l h'o us E rte\ 1 eS H PRELIM. CHKD. BY DATE CLIENT FINAL A O ° f - w 10 x 3c , 8 c s 871 I -- - -- -- to ____ — C e a s lk -- vi - w 10 x 3c t 1 1 1 1 1 1 I 1 1 1 Mom )VA. WCORPORATED 303.114.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS / S� /•G_ 303.114.1957 FAX BOULDER COLORADO 80302 JOB # S SHEET NO OF BY T PJ DATE ' /�' y PROJECT Go L D E 2y I AK Ho y E PRELIM. CHKD. BY DATE CLIENT 's y FINAL C.ocJ Z oo e Q30 o B'�k�ff � Z• r y � w /Ix / y f831 lC B? Z K RE D / NEXT S�1E�T f f k - - - — -- - - -- Z fT -K w /Z ;K /y RQ 3 v R 3. rl (, L ,l3 C o o. SS )l? ,3 9 o,t9�.1 0, S� - <�=/ --�' GT' W /f xZ,L k! /ZxIG y°r +. 1 NA, INCORPORATED iii0v 114d 303.114.1951 1319 SPRUCE STREET 303.144.1957 FAX BOULDER COLORADO 80302 CONSULTING STIUCTUfNI EMGIMfEMS � O JOB # 6 SHEET NO Z ' J A OF BY / O DATE 11-2B.- PROJECT Go G �E /� fie ,f X H o fJ iE PRELIM. CHKD. BY DATE CLIENT S ;, H FINAL R O OF R 24334 gE -vT 1?E9" NG r REQ 'o ua6 ,Two JE0 069,11 C.i r jorti o,Sor /� 7"� y `� K l•2 /, w/2 A /y 11� c,9 -f s O, O/Z ZIA /2CQi5 ED AR ? 2_ ,ri /oock aY� z-6 a o,oc9(. c,o °ty 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 s o,�c /fr /o 1 /Y /ZIP 36 RE v /TE D PACE ✓/ o"'i J'HE4rT a3� 3.S T, , /Z o .S� /y 1- / o oo _ Q 7t- 0 0 $ S 7 a . JJ.� TEL = -- 53 4 �4_ p 0 �S1 p .,So12 c,/lB a � g 6 i 00'72 w / 2 x /S/ 4CA.Jr 4u,= 0,0 ,7" 303.444.1951 NA, WCORPMTED 1319 SPRUCE STREET CONSUITINL STIUIOAI FNGINFFIS 303.444.1957 FAX BOULDER COLORADO 80302 Z / y JOB # SHEET NO l OF BY 7 /,j DATE - y PROJECT �O C e: "� �E� K y J �� PRELIM. CHKD. BY DATE CLIENT ` H FINAL n c F 4! v "i R oo/ R� K s o,�c /fr /o 1 /Y /ZIP 36 RE v /TE D PACE ✓/ o"'i J'HE4rT a3� 3.S T, , /Z o .S� /y 1- / o oo _ Q 7t- 0 0 $ S 7 a . JJ.� TEL = -- 53 4 �4_ p 0 �S1 p .,So12 c,/lB a � g 6 i 00'72 w / 2 x /S/ 4CA.Jr 4u,= 0,0 ,7" t 1 1 1 1 1 i 1 1 Mom NA. 1KOWIMM c w 303.411.1951 1319 SPRUCE STREET 303.441.1957 FAX BOULDER COLORADO 80302 CONSULTING STIUCTU.AL LNGINfCAS / S O JOB # 6 S SHEET NO ?'/J ' / OF BY Tpl DATE 7 '11-2y PROJECT G O C d 1 PE 09 k /'/ J .1 E PRELIM. CHKD. BY DATE CLIENT S y FINAL R(DoF L ° �o o f Rd.39-_ y ° 13� 8c /1E'o - ).i 44/ iy 0./7 K /fr 1%/000 IL TL 6 1 J' 0,006-L— 0,o" W J ,, -)l , r,,�, /?-)< ?- Z— /Fr - - - - SC'� A lye? 7.7 m -% 31 ' /3 000 •,7-L 01 o2yf - 0,al 0- 0 11 o , 0 1 l 1�Y z K =1eo � rC- l9. y O.? Z' w�6x 31 w /2 / ok 1 61 1 E E �1 +/ - )=G> — fn= -S6 JZEvisE y /lam Silo C65J Cega T-401 .9 vita / S� RA. *CORPO1 = 303.411.1951 1319 SPRUCE STREET COMfUITIMG STIUCTVAAI ENGINEERS �`S.f y 303.444.1951 FAX BOULDER, COLORADO 80302 �, 4 S9 JOB # SHEET NO OF BY T/J DATE // - 2 k4y PROJECT G ° PEA�'c �° E PRELIM. CHKD. BY DATE CLIENT S 7 '�1� FINAL Gaw jl oof RE v i,tE o ,�. A x , 13,E Z7.7 / s/ - C ,Q TL a, 091 0 ,cZt6 0, o9Sr ALL 0 ,o7�ti— d.oz�7 0,08 /l J17C0 0,(/) +/ - )=G> — fn= -S6 JZEvisE y /lam Silo C65J Cega T-401 .9 vita / S� NA. INCORPORATED 303.144.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEEIIS 303.441.1957 FAX BOULDER COLORADO 80302 JOB # SHEET NO 7 OF p BY Tp t TPs DATE �- / S' S PROJECT SO C. OE -� PE HK H, ci J PRELIM. _ CHKD. BY DATE CLIENT `s H FINAL ? o O f j 2 a o F p R /F f 14 2.y7. ,lo �. /^.��,,oE 1 1 2 7� low o- 0 /''' - 2 $ .S ! -�' • J/ : - /off _ I o. $ 3 20 „� f �9 � 4 o9t 6 e,o o . JS spy s , ,��T o X So 3.9 K 3,8 x Fs 6 V1.1 a - Stio 2,E 2 ,IPA -� o, 2� , 0.39 0,�� v J �_ �✓ / L � iy _ 156 ►� - 3.1 92-Y s z, 6 /9. 2E ✓/jev —�/ SL "y r = /��o �r� o.ot9� o. X O 01 0/co/ o,ot /S SHEET 4 ( - � 0.07-2` O,cS6/ ,o o'��Z- a oEy� o,yS - � y3 Ls A- St 1 1 i i t 1 t 1 1 r 1 1 e E t NA, INCORPORATED 303.414.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL EXGIMFfXf JOB # `LE SHEET NO Z ' OF BY T ' } DATE 7 �� y PROJECT 6 L 19 E 0-j &A ?k �/�cls� PRELIM. CHKD. BY DATE CLIENT ' �r y FINAL o J - G'o.,.i Dof /S FLuo-E, 11 4 V R 6fy ,l � i /ooJ d7 0, o ys Rayg / CA -f t O Z.T i 3.Z - y.6, A6 Cq ,,_ cam` o , w /z x /9 .PBS 8B 3 I- JCLUPrL D/t/f'rrNG l,s v "/ r 13 - 17 �'lo�o dTt- O, cosy o, %u 7-9 E,, t IG /..i 0 1 e05 1 O,00tS &-j ?c /y /l /1 0 6.33 I ■r Mom NA. INCIDWIMTED 303.111.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINE[AS �� Q 303.111.1957 FAX BOULDER COLORADO 80302 2 ' / 8 JOB # SHEET NO OF BY _TPS DATE 1/-Z8 Y PROJECT G0 5 -RC- 1 0 4W k h"a dlE PRELIM. CHKD. BY DATE CLIENT '! j� H FINAL �� f RQ SY A S sS /$,2 O, 6Y� /fr o,,Y rL, c m,ZLI �l7 -7 k-7 /-' Y �izxi� ^ 7 -Ci ✓f Lo 9i /Z8SC t.j /Z x / y a fl;lm iYEEp yh►^�6 Eil L o AO 2•y 0,0 7 g 2 , S y� �dn Arc °' / ° S Z o 60 , y REvisC p AB S3 g6 r A r7 1s�m� 8 C $,o /MI6 s"s L/ 7 ,A 1. w/Z ! NA. INCDWORATED 303.144.1951 1319 SPRUCE STREET 303.111.1957 FAX BOULDER, COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # �oSSO SHEET NO 711 OF BY 7 - , 'j DATE //' Z �'Q Y PROJECT � D E nv �E.9 K yo � JE PRELIM. CHKD. BY DATE CLIENT ` /y FINAL _ NE Ea _ AV S2 RE.9 C T 1 j•2 R Ev " JE RBSJ a fl;lm iYEEp yh►^�6 Eil L o AO 2•y 0,0 7 g 2 , S y� �dn Arc °' / ° S Z o 60 , y REvisC p AB S3 g6 r A r7 1s�m� 8 C $,o /MI6 s"s L/ 7 ,A 1. w/Z 1 1 1 s III 303.440.1951 Rik *Como1U = 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS � S ^O J 303.444.1957 FAX BOULDER, COLORADO 80302 JOB # SHEET NO 4 12 0 OF BY TP-r DATE Y PROJECT G ° o "� PE HK ),/o a JE PRELIM. CHKO. BY DATE CLIENT `s f� 'V FINAL G F �ow 2oQ S, SK /7� Y R ` E Y D1 111.1TNINE `J`J`III BY CHKD. BY JOB# 6ESO NA, INCORPORATED 303.444 . 1951 1319 SPRUCE STREET 303.444.1951 FAX BOULDER, COLORADO 80302 . SHEET NO 31 C OF DATE PROJECT GOI DEil DATE CLIENT cSN O h/DO/V HO�°ki�t/S PRELIM. FINAL S TH F - 0 0 s T ' l �"� IV Mom NA, WCOONIUiED 303."4.1951 1319 SPRUCE STREET 303.4 ".1957 FAX BOULDER COLORADO 80302 CONSULTING STNUCTUNAI ENGINfFNf ^7 q JOB # S s� SHEET NO 3 ' OF BY S DATE 7 � /- ! y PROJECT o E"'� k y� ` PRELIM. ST�1 CHKD. BY DATE CLIENT S �/ FINAL /cLo oti DEJi6"� F Loo 2 DEI /� � 17EAp GoA o,1 Sz Lw+, 5CF9CT o .? 6EA •�, s S " CE /Li•� G !s L i6�/T1 y SF� PJ' f o9f STHrc.00rc. AP ? ' .tn- , e1r , ,pr, je ZS� f S'o e1 f fLoo/t BECK Ccf► TE'' 3 �� Ck /y= / c cE �Z 1PA� orc c EJs (-/v46 Logo ✓4 j CJ Tc /D o /�Jf /8 GA6E DECK wo/Zk ACE DE ek L)JE 12E/c _rV /QEOQ/2E Al /Z o.j i''IAx CCR SP4-i Syon/N6 A c.c /v � / SN9AI -r6 /ZEQ 9 SeA - J cAJEs 13 -� S yo21.46 REq D q SPA^ oticr 13 �c Al o ,S L/o -, /Z E Q 1.0 13 = o - zo G G DECK ,oVo Goco fog ? J/�l AT /t E7 , 9 iC v 1E6o9GE i VL / CoriOo.oT f Loo 2 D Eck- Iz E /�j f *1 C E'o V/ 6 G- �-J /, IF x w /. ¢. 'd ot A,t V.JCr4E Y Prih k mol NA. WCORPO 41ED 303.III.BS1 B" SrM SiRFFT i ,,,K,,,K i.Aun 303.444.651 FAX IoOm momo MW JOB * �° S S'O SHEET NO 2 OF BY TP DATE 7 ' /S' 9 Y PROJECT Goy -DES✓ �9K //0 U-S � PRELIM. CHKO. BY DATE CLIENT S H FINAL o o f ik iA 0 0 g A s o1 0 4 ` - oocr ll c,✓ 9 -� x �ZS �o /JfJ = 0- _7C. y O_!7�K�F�..LL_ w i o x -t r, r i t r i r i r r r r 19,9 K R ISF y, 8' T-9/0- &rc. coo I LC 4 cc 0, S13L �.3 O,3 I � l3'— Co coo7s 6, : OR ys„ s13 3 a.1 y , _ R r �y HTc. 0,oZ9Y -�(L O aZZX P/? , Y w /Td( Co jCE^-'rAgr60 Goga .NE,gti 6,v,0 DE1, n/oN Cor1P, L�= Go wIo X 2 i W Icy X /Z Ajaw C „1 /oat rE .T/L = S O W /0 jc / "o”, co enr • NX WCOtl IMTED 303.4!.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS l° rS 303.44.1957 FAX BOULDER COLORADO 80301 Z' JOB # SHEET NO ` OF BY BPS DATE -j PROJECT G °ooE..i 1'7E'/3A NoJSt' PRELIM. CHKD. BY DATE CLIENT ` � FINAL S TN 4 E y6 L fLoo1 QE/3 -I y Ta /% pi1j, 4?Cer sa, 19,9 K R ISF y, 8' T-9/0- &rc. coo I LC 4 cc 0, S13L �.3 O,3 I � l3'— Co coo7s 6, : OR ys„ s13 3 a.1 y , _ R r �y HTc. 0,oZ9Y -�(L O aZZX P/? , Y w /Td( Co jCE^-'rAgr60 Goga .NE,gti 6,v,0 DE1, n/oN Cor1P, L�= Go wIo X 2 i W Icy X /Z Ajaw C „1 /oat rE .T/L = S O W /0 jc / "o”, co enr NA. MCORIORAIED 303.444.1951 1319 SPRUCE STREET 303.114.1957 FAX ORDER, COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS r JOB # J J SHEET NO 3 3 OF BY T-?J DATE 7 ' $" s y PROJECT GO C D Eel /�E/9JC HO J 1 If PRELIM. CHKD. BY DATE CLIENT - S- H FINAL - ,f " d 4 E V 6' L Q fji /oo/'�f va DECK S/orsF /NJ/nE D rl / y ELI m l ot A /8, Y w /o�c /Z Co- 1/0aJ SOY K to. d k - ��r, D,625 D�ot'L 1phC O. `/s - Co , I pa r &V 1) x /Z - <<o� �9 S3 K 3.C 3 IRZ � ff /N w W /O�f IS 3 S, 33 VA- Co W /a7 ) Z < E i 1 i 1 1 1 1 1 1 1 1 1 1 Y 1 NA. RYCOLIMTED 303.114.1951 1319 SPRUCE STREET 303.114.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # `sue `� SHEET NO 7 E OF BY 7 -E DATE -19 ' 9 Y PROJECT G L Df "� �E K yO vJ �` PRELIM. CHKD. BY DATE CLIENT `S f y FINAL X CE VCS ff to s R Sal Z,a +g NN-44 /c Z r ) 6 X13 =3 r, W /OX /s S's Goo S -C / - /2 -G w oo x St3q z1� /' 7,/ ��(�s d rc. tsioe o.ti 2'ic= S'3,Z tE1} 5 e c w/J /t 0 NA. WCORJORATED 303.164.1951 1319 SPRUCE STREET CONSUlTIN4 fTA VCTUEAE EN41NfEE5 JOB # ` 303.414.1957 FAX BOULDER COLORADO 80301 SHEET NO OF BY / PS DATE 3 D 9 y PROJECT G O L D E N * 4 y1 E PRELIM. CHKD. BY DATE CLIENT `S • y TH FINAL s Eve L r+ Sc D /SEo SL3 /S y3K 1 g9K �/1371fr 7 " /i o•�l"�Ff IZ ly ,s 9.Y f0- - 2, Z 31 t(L- - zy Z -s /s - 7s ,�: /eoo /.� o,ot8t- o.ao�y o,00 / oE°p23 0 � 0 98� D L SKI/ 1-1116 („o 1 10 8, 9 0.87 o, yo o,BJ o.6s 1�, -l�•r , .70 ��/oeo Dry. O.�Z3/ O.00�a Q,00LL a•O //o �• /O y0 U S ,-, 6 •4 o00 .d L� C'9'T = /sue O 0, T ( 'Sx C.n•,,r o,c 4 ^ lE�•►. � OECK- e4Nr Qege � A.1 / Cg 6C 6>� t c z i e i t e r a ® NA. W COR P ORATED STREET STREET 303.414.1951 1319 SP RUCE CONSULTING STRUCTURAL ENGINEERS 303.444.1957 FAX BOULDER COLORADO 80302 JOB # ��.5'y SHEET NO .3. 7 OF BY ZZY DATE PROJECT Gn L O E "'� l'�� K /Yo �s E PRELIM. CHKD. BY DATE CLIENT ` �� y FINAL STy L� kEL STy � EvE L F/�h+�i � -✓� 38"- ,6K o, Zs ff p.36 Z s/ /OOo Z6 �,8 y L^//?--x ? 7 zo, 6 lZE ✓/sEo tiEk -rvice ROO rlDIS AP „ rc.- o,(i „ S f- o,3/ " 0,3 LE / = ),c7 rG S / 8 I \6� 2, sE" S 1,31 K /Fr !1 s pi � K 31 y1 07 N N zo' 7 Z-3. 3 X17.5 S 000 y ',� /o x Z.tYB �- = o ZS`' ni o,r c, ,og J,rE CN6 C,c S K /" L / v x No (-lac G� \ c C E rip 2,c w lu �t Yr 4�CAu,• o, GS TL/ /1 OC A�f N Ar 4L 1fu w/ .vo S.mj o P P �„� a.r 20 �� dv f l�uC.� ..i 0 n,,, r. NA. INCORPORATED 303.444.1951 1319 SPRUCE STREET (ONSULLINL STRUCTURAL EMLINffI1S � SS V JOB # 303.444.1951 FAX BOULDER, COLORADO 80301 SHEET NO 3 . 7 A OF q BY 7ZJ DATE / / -3° '/ `/ PROJECT �i' (,F> P�ff.r �!o �J3� PRELIM. CHKD. BY DATE CLIENT .S 7 N FINAL Y REVEL ZS�6 Z 7 .7 �� /000 OTL ©1 9 201._._. w /2x 7 7 2ece'o GTN d1T 64 « Z TAY w /Z x P 7 �/ c Q E� -- - - -- - -- - - -- a 7' CIA tjJ� O J ispi� o O - QII i'Stt /G o,ZYf w /27� $7 � T L /SIT f �C. ^t1 - J�IGr'L o4Zft o.YZ to o, 6711 1VA.INCORPORATED 303.444.1951 1319 SPRUCE STREET CONSULTING SiI UCTU1Nl ENGINEEIIS /�� 'Nr 303.444.1957 FAX BOULDER COLORADO 80302 JOB # ` SHEET NO 3 � OF BY T P DATE 2 -19-9Y PROJECT _62 P 46 <J K 41"J JJ PRELIM. CHKD. BY DATE CLIENT 's t y FINAL S RE /sED SQ /8 T c o sP-9�J /S,6 � Z7 1 :l0�0 rL- 7 8 t!✓ /o x k SKiP �c �3 Z r 62 —817 C), /S9 0, oy - T8 d C ,, " : n I 13 Yc 7r J/Zyo CM�ts o,7S V SE w /o X YS --- iuo„�_Co - _ 3 750 NA, INCORPORATED INE 3 444. 1951 1319 SPRUCE STREET FAX BOULDER, COLORADO 80302 CONSULTING StAUCiUA1l FNGEPS W S JOB # SHEET NO 3 ' $ OF BY TPs DATE /1 y PROJECT G � C.04i�J PEEK /,� y.! E PRELIM. CHKD.BY DATE CLIENT `� ' FINAL ST N G�V E �' _r E'5) ,B /9 5EPE1t 19 7 E `),l x 14 -3K -/S, - 26,? t 2S' y - Z , , " 4 1, s K /f /.S K /f l as /fT Z 38 P7 D " PAS S/ M L f Got, A'rLc w /m y �zz> w !n x vs < yz> ---- - - - - -- 0,9y-: S C d rL � LfRn, !o x y ? s , Z foil / ?co �4tFF 8/S - - - _ - -_ -- - - _ _---- - - - - -- - - -- — -sue-- - k o, � k R /oX /L 1` 10`4 ads o,o /CZ /oK -y,C S' �i +.j k f S �T� � K �! w /2 X / Y SE C f/a -j 4: z S,7 0.7 I1, 7,1 17,5 g,S o IS,y ),Srk lie s K Ac I.SS Z I l ot %C L •' A zsE y s y. .r6, C (*1 0 130 t 9Y —70 mpl� l ZS,1 ZS, 8' Z. /oav b rc 00129 o,Oiyr r'l So,y 7S SK /P LL /SD FCA AL D / mi 300 w/c x yS <y0 A6 _ o , r I = j/z Yc aT� r o , 7z =� �77 c✓ io )k S'/ C NA. WCORPOMTED 303.114.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGIMEF,f (° ` ` 303.444.1957 FAX pp BOULDER. COLORADO 80301 JOB # SHEET NO OF BY 7 -r DATE // PROJECT G0 (-PE.�j 0 6,9,k NcvJ PRELIM. S y s ~ LEy EC. CHKD. BY DATE CLIENT f FINAL ,sQ z z f" Z I C8c "r 7 /oK -y,C S' �i +.j k f S �T� � K �! w /2 X / Y SE C f/a -j 4: z S,7 0.7 I1, 7,1 17,5 g,S o IS,y ),Srk lie s K Ac I.SS Z I l ot %C L •' A zsE y s y. .r6, C (*1 0 130 t 9Y —70 mpl� l ZS,1 ZS, 8' Z. /oav b rc 00129 o,Oiyr r'l So,y 7S SK /P LL /SD FCA AL D / mi 300 w/c x yS <y0 A6 _ o , r I = j/z Yc aT� r o , 7z =� �77 c✓ io )k S'/ C t t E f t 0 NA, INCORPORATED 303 444.1951 1319 SPRUCE STREET 303.444.1951 FAX BOULDER, COLORADO 80302 CONSULTING STRUCTURAL FN41NfFA$ JOB # l° ' SHEET NO F !0 OF BY 71,5 DATE l�" 3 ' / Y PROJECT 6 o L DES/ PERX Ho JSIf PRELIM. CHKD. BY S, DATE CLIENT S y FINAL S TH 2 flu ,5 z is A n s, l 17, 1 Z y z y,z 13,5 x �2 t�lo x ZG <I J ff = y o Z, 3 /- y e art ' 0, ` x/7 Z- 4 f3 — - - !,S`I lA S9 K / y c GES►c- 43 NON ComP. _ S ? Vic y,L zq, y yAt 37, zs,$ 6 iI-j 182 tc - - -— _ - -- C_ /�!A►_� C o f� A s?RE.rs�N - l,jlv,eCa (t r) 16 w / 0 7( C o ,vu N c oon o w�/En.$ 1 oee� f L t t 1 i 1 1 1 t NA. WCOROORATED �j 303.444.1951 1319 SPRUCE STREET y 303.144.1957 FAX BOULDER, COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # ` SHEET NO 3 1 OF BY TPs DATE / -7 % PROJECT GOC PEAA /lOtJJ � PRELIM. CHKD. BY DATE CLIENT .S y FINAL S ry GE vE ,51 �,2) L E3 k C o,g oE9sk 1p ,,! K y � /rf t,s /y � l7E l i7E 1 �loX /2 Is /000 Q► of �9)/ 0, /9 /' w �o x 33 Nom ��r,ro�/rE S C 4 4 04► Es K rE v ro E .r o Ao» 10 �y ,So ! eti S Tag --1C7N �d w /ox 3.7 /1 3rav-j AT / Fo lTiFF�Ct� N/ /Hp ,,� rU G J L CA y f I i I� NO GE-0-0 -J/ S TLi J CA -lT A= C�vu� �s„iE� = o.z.y f o,3. o, So" ox, sB z r Zy, C k -3 /Z zoEo y,r K Cal y w /o x Zc c/SE O f eiC S T2E.iG rN 4 TC : o E V 7S' . ok L,/ /o K zC o s�o lr� yrs 7,0 7r� 3-C y�C ' -� ZC O, O Z3 y JVA, INCORPORATED 303.444.1951 1319 SPRUCE STREET 'r CONSULTING STRUCTURAL ENGINEERS SS D 303.444.1957 FAX BOULDER, COLORADO 80302 3 OJ 2 - JOB # SHEET NO OF BY T/ DATE 1 Z -�- 9 y PROJECT G o C D E-✓ PEA K No y J E PRELIM. CHKD. BY DATE CLIENT S : '7 L' TN FINAL S C E y E C q SQZ/ ` G N� SCgQ HERE K /F r O 1 rn 7Z TL /000 � O r Q G Z o/ o Lt W /Ox / /V -5e- 4 - - -- - - - -- I /te c 9 10 r — - -- - -- - - -- - -- - w= o, K �fr oje s�o lr� yrs 7,0 7r� 3-C y�C ' -� ZC O, O Z3 y 1 1- 1 1 1 1 1 1 1 1 1 1 1 1 i 1 LJ /o x 2 Z /Vo.✓ con/°o) ire / B "A _ o , // rJli'7 z - - • oK s D3 3 -. 3' 8'6 R `. 7 7, is /oo o 47L 0, o D7 v� �y NA. WCORPORATIED 303.444.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS (� '1 1 � 303.444.1957 FAX BOULDER COLORADO 80302 �� / JOB # SHEET NO OF Tp � BY _ TPs DATE 1 2 -1- ` 2 ` Y PROJECT GO C DE.✓ AL /�f�oyfE PRELIM. CHKD. BY DATE CLIENT S h/ FINAL S rH LE VeC- No � /R/E LaAO o..i Ro�F 7o 2,7 zs.Y 7.z f 70 0, 7 Z = /o00 Arc: 0,o03y 0,0/2 o,ou �RU7 /�? LJ /o x 2 Z /Vo.✓ con/°o) ire / B "A _ o , // rJli'7 z - - • oK s D3 3 -. 3' 8'6 R `. 7 7, is /oo o 47L 0, o D7 1VA,INCORPORATED 303.444.1951 1319 SPRUCE STREET 303 444 1957 FAX BOULDER, COLORADO 80302 CDNSULTING RiIUCTUM EM4IMFE8S SSO y' O JOB # SHEET NO OF BY DATE PROJECT GO PRELIM. CHKD.BY DATE CLIENT S/✓o WDO-J f� HoPK /NS FINAL I t 1 e t u U E - - -y rH f L o 0 2 - - -- - - - - -- v3�.7 PS — E E !I ✓�CO ------ - - ---- ----- - - - - -- ------- - - - - -- L = yo P 1f 1tE oE.v�i� _ i _/b 4E ca -J c i i i o �F Cc 2 rt i oo i i I o S1'� :EC I 30AWn on 9SU SMET C0° """` // GD SS 30.444.1W FAX .ouDet caauoo 3 �� JOB N SHEET NO OF BY 7— RU DATE Z " y PROJECT 6OL�EN �E�9.r f>'O US E PRELIM. CHKD. BY DATE CLIENT eS y FINAL L TN - - -y rH f L o 0 2 - - -- - - - - -- v3�.7 PS — E E !I ✓�CO ------ - - ---- ----- - - - - -- ------- - - - - -- L = yo P 1f 1tE oE.v�i� _ i _/b 4E ca -J c i i i o �F Cc 2 rt i oo i i I o S1'� :EC I 1 1- 1 1 1 1 1 1 1 f 1 1 1 1 a Mam NA, Jj NCO"ORAIID 301414.1951 1319 SPRUa MEET V CONSULTING STRUCTURAL ENGINEERS 6S TO 303.114.1957 FAX BOULDER, COLORA00 80302 I . . L 1 I JOB # SHEET NO Y. Z OF BY 7"ps DATE /L/ PROJECT G2 5 -1 2 4 " %J PE/9 /r /y0 c/J E PRELIM. CHKD. BY DATE CLIENT Snio Do.I 0 y.J FINAL '� y rH EyEL � ,DEAD Go�9�f Sr / rA-11z u 7 y y f 4- 0 a2 ( s- z / L, a+, .�N 3 / DifCk s�� a Fig/ s �/ gEgr► J CC. 6 f G /6N>J � /SC f0 04 7 H l i J5PSF Z S S Z SS'PSF 4 /0 /t Pg2Trr /o-.r To �/tvF�oo1 QE To j Lo o A /Z < SEE = 7, Y ro N O F c. a o /L Q </O y� /,3 K f <99, Y3 o.33 /fT D C.4 t 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 Mom NA, INCORI.ORATED 303.114.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL EM41XfEES 303.114.1957 FAX BOULDER, COLORADO 80302 JOB # ` s SHEET NO , 3 OF BY T/ DATE / ' 2 9 �/ PROJECT 2 1 fC f/ Ad J PRELIM. CHKD. BY DATE CLIENT S f y FINAL y ry E V L y9s !! 6 yR w/o x ZZ < /o> �C qel e S / To T= /o�oo eTL WAR f ox 7- Z. < /a> RE /fE0 -✓Exr StiEEr 3,o y K 6 j1 o.l` /Fr /J7 o,00sr _ n A lt Z 2 , S 29E - - - � T =raoo ,a o f t S7 � r z � Zs7 x D rL 0 g1 " e C4,-%4Cti 0) Zrr Q/ /fo /Fr key= yS �s 5 feiIJ E �E x T SkE�T o t 1 1 1 t 1 1 1 1 1 1 1 1 1 1 t l,S K 3' R - /o,� 32 JU �s /000 AM 0,0029 a,07y4 llLL 0 R 07-67, L -i x 3 0 "'n To Y /3 /0 .9 - G ES 1 sE✓E'l. Cr C.j / 0 )c ? 10 sip To Vo /c 4 - CE3s ,S'E✓E1Le w /Qwla V13 8 Y, Y K K y 10 3,Z /8 - br SL 44 /wrFARirr`o p e l c �✓ 9� N 0 •/ GO M /J / f� T� >: d, I' " z = 2 .,�- Mgt, 3 ' • 303.114.1951 NA. INCORPORATED 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS JOB # C`SS0 303.414.1957 FAX BOULDER, COLORADO 80302 SHEET NO l y OF BY - TP1 GATE - 9 Y PROJECT (j 0 L f�f^� K H• 41J� PRELIM. CHKD. BY DATE CLIENT S /1/ FINAL � e-E✓EG yif /0A &/t19CE g6e_o Doe_( /Vol' Z- x )rE-wo od? lC,,Oc L LENGT t l,S K 3' R - /o,� 32 JU �s /000 AM 0,0029 a,07y4 llLL 0 R 07-67, L -i x 3 0 "'n To Y /3 /0 .9 - G ES 1 sE✓E'l. Cr C.j / 0 )c ? 10 sip To Vo /c 4 - CE3s ,S'E✓E1Le w /Qwla V13 8 Y, Y K K y 10 3,Z /8 - br SL 44 /wrFARirr`o p e l c �✓ 9� N 0 •/ GO M /J / f� T� >: d, I' " z = 2 .,�- Mgt, 3 ' / m,t_ - 3 Z, U /o X 2L < /o> �TLs C.s-&" OK NA. 04COIIrMTED • 303.444.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS JOB FAX BOULDER, COLORADO 80302 JOB # �S s SHEET NO .S OF BY / T ej DATE l t- Z -9 y PROJECT G° LAC K WO .J J IC PRELIM. CHKD. BY DATE CLIENT X / FINAL y fy LE y�L � 7 /. y 7 K /f yQ /L ifa��l /�d p/1cv, S �/EET p i t �i II�Y `k rl ly 1� 8s' ly y / 0.90 1.1C" /Fr ?• 7.s �l. Z °1,0 M Z s 3g t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NA REET 303.144.1951 1319 SPRUCE PRIKE ST 9 303.144.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL FN4INEFIIf ri -$ # 6 SSO SHEET NO _Lt_,1� OF BY _ TP DATE 1? 'Z �' y PROJECT G'S t OE-r . K *4 1 If PRELIM. CHKD. BY DATE CLIENT ' f FINAL y 7y E y E L 43 / y O,SB K �fr �o•r 7 0 3 7,/ l,s" M Z9 Z2 sS7 wlo x /S ( IV 6,CK zs t �r �E dIAC „J `( 0 , S s� Urt��r! Z y L \L Z , ! (4 1 -idLSA- L-4IoX2Z- 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 d/ 1 6.ys -6 S 7, .3 o.vs laF L O. S , -I t �s /000 d� ©,00(. 6 0,00.$y - M = - /." L•,/ / 4< / Z d C /a,N, s s o,/ 2 y n o JC 6/ 8 3 =) �J C/ Z' - c /y' -C n - YG .7-r-1 A.Tc 6 • ° Z ;,► ' /tv j d, v I' _ T /0 S L.J I o 7c Z L S o'j 7 N t 0 09 a s , - ?o ye z,1 /Va�TrI J�/� -� /err= 8',2 �f zy N /o X /'L '& " = o, 7 C" 0 AL g OVA. WCOaORATO 303.444.1951 1319 SPRUCE STREET CONSULTING Si.URU,�L fNGINEf,S ISSa 303.444.1957 FAX . BOULDER, COLORADO 80302 JOB # SHEET NO _Z_L— OF BY ? /'1 DATE �e'� y -9 Y PROJECT C7& GDEN ZE9't *12 -J E PRELIM. CHKD. BYY DATE CLIENT .S y FINAL y r4" 9 ' d , /, 2 . sin q U > / " OE Coti OE,9 7u rA. E 7% /t u3E w /2X 2Z d/ 1 6.ys -6 S 7, .3 o.vs laF L O. S , -I t �s /000 d� ©,00(. 6 0,00.$y - M = - /." L•,/ / 4< / Z d C /a,N, s s o,/ 2 y n o JC 6/ 8 3 =) �J C/ Z' - c /y' -C n - YG .7-r-1 A.Tc 6 • ° Z ;,► ' /tv j d, v I' _ T /0 S L.J I o 7c Z L S o'j 7 N t 0 09 a s , - ?o ye z,1 /Va�TrI J�/� -� /err= 8',2 �f zy N /o X /'L '& " = o, 7 C" 0 AL NA. WCORPORArED 303 4".1951 1319 SPRUCE STREET CONSULTING STRUCTURAL WINTERS 303.44.1957 FAX BOULDER COLORADO 80302 JOB # 6 '�`s' SHEET NO �� OF BY PS DATE y PROJECT GoLOE•J /E�1K /lro cll�' PRELIM. CHKD. BY DATE CLIENT ' r 7 / N FINAL yT y LE vE� TL ' SDK /Z C R 3E� K 1 y k /3 uto K iZ 7L= Vle A T L:- Y -- Fs6 NORTH J 0,9N 4J/V(,, '� C� �^.T�'1 /ant ,s odTh Jr4 s/1 70 yft7} ), K _ C Heosf Z N o-+ cow!', Fad C'•Avr S' 2a n SZ Fr�K b✓ / i "L Z -loses &n d.oC?7 O, I t / G d561, t e t i C C C t L 1 i E 1 NA, WOMORATED 303.114.1951 1319 SPRUCE STREET 303.141.195) FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL EM41MEE15 �' q JOB # �O �s� SHEET NO y! 9 OF BY r--2f DATE �Z - `/ -' y PROJECT L O E� PEAS �O v j E PRELIM. CHKD. BY DATE CLIENT S A l FINAL y roV Lev �L Q2 ivo f�a 0 .L e- AA ? Y • 0, 8'3 k 'A Its w /oX i2 e, = O. 2.S yQzS 77,6 k Z - -r-/000 y E l k /Ff y �S /a °a �TL d.03�o EO rc =o,3 QK 0.1 Zr r — -/g -ter -yJ� .P6-4r;7'? vJ / o n 2 C o rC ' tea n BG -✓ , ✓4: �j2ya CAST 0 .775 -7-4 ox 3' c,;,rr v` l X 33 6 c/9.,,r= 0, O 13 Z- 1 y� z n Z. O, o Z o s uj -31 -9 9 J, s .7 / �✓ /v x 4 s ar t O.'< NA. NKORro1GTED 303.114.1951 1319 SPRUCE STREET 0,77 Cv " _ a , o of v L,J / J Z- CONSULTING STRUCTURAL ENGINEERS JOB # (° `SS ° 303.114.1957 FAX BOULDER, COLORADO 80302 SHEET NO / OF BY Tlp s DATE / Z.Y '� y_ PROJECT Go c D E --j R61 110 c/J6 PRELIM. ^ CHKD. BY DATE CLIENT y FINAL y TN E yEL dZ" .3 7k �fT �, J�� /fr o.Sy 4 1 3 y7 L.' ' .3 5 ,1Y o.7 /, o.7P .yy,t o, Zf74. -ter -yJ� .P6-4r;7'? vJ / o n 2 C o rC ' tea n BG -✓ , ✓4: �j2ya CAST 0 .775 -7-4 ox 3' c,;,rr v` l X 33 6 c/9.,,r= 0, O 13 Z- 1 y� z n Z. O, o Z o s uj -31 -9 9 J, s .7 / �✓ /v x 4 s ar t O.'< Li /o x , 0,77 Cv " _ a , o of L,J / J Z- w /� x S Fr = o y c JCS w/o 77 S r ,f i SL, P/° -&r of c.9 F e .1 ,-+, 1 1- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1- 1 36 K f v 6G yQ 3n /8 - 2 7 l,? 3 o.osZ I MlS l wiox ZL re: = o. Ie 00, 7RS 7 7"5- 2s' Z7Es le.9 PL rn oc,s = Z y L" /a x y S < 6 t Ls 1- 7-y " , j N& IfKoI1P011 m 303.104.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS �.$�So 303.044.1957 FAX BOULDER COLORADO 80302 � � � JOB # SHEET NO OF BY TPi DATE r y PROJECT �e L D E�./ PEA ��+ J PRELIM. ` 4/ 7h' LEUEL CHKD. BY DATE CLIENT FINAL yB Z� 36 K f v 6G yQ 3n /8 - 2 7 l,? 3 o.osZ I MlS l wiox ZL re: = o. Ie 00, 7RS 7 7"5- 2s' Z7Es le.9 PL rn oc,s = Z y L" /a x y S < 6 t Ls 1- 7-y " , j t i i 1 1 1 1 a SK /* 4- a40 / v 0.7 9Y"/ 2S . Y Zs /000 dT . - CA"ir = 0.03 ?1 � �T�s O,C2 F' w /Tx- yass oK p,F1c Z- �ooa b W/*)WL bC4,f v�C w y.7 s,z s;z ly l� o,1D12� a, 0/8 0,33 l� ?czL S/n ?► 2,40 3 p fro.•% NA. WCO1MORATED 303.114.1951 1319 SPRUCE STREET CONSUl71MG fTFUCTU.AI F JOB # S S 303.444.1957 FAX BOULDER, COLORADO 80301 SHEET NO l /Z OF BY TPf DATE lz'y - 9y PROJECT GO LAE Plf A Ws UJOr PRELIM. CHKD. BY DATE CLIENT S �� FINAL Y rti 4 # V &"L yQ� �� C/a.✓l ovbw GSM w /o x S/S 6Tr` s Q /o x C 8' 4 rL o, %r* w /9 )r 7 2 16 T` s O, Y J SK /* 4- a40 / v 0.7 9Y"/ 2S . Y Zs /000 dT . - CA"ir = 0.03 ?1 � �T�s O,C2 F' w /Tx- yass oK p,F1c Z- �ooa b W/*)WL bC4,f v�C w y.7 s,z s;z ly l� o,1D12� a, 0/8 0,33 l� ?czL S/n ?► 2,40 3 p fro.•% Mom 1VA•INCORPORATED 303.444.1951 1319 SPRUCE STREET � 303.444.1957 FAX BOULDER, COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS SSA JOB # SHEET NO OF BY T PS DATE � " Y - y PROJECT GO L D ^� PEA />1a �JE PRELIM. CHKD. BY v DATE CLIENT 'S N, FINAL l T y c WE L 3v l t a r = s /o o0 Dot y!3 3 S o. 8a 11 /f1 Z - b 11 - 21 0. 0? ?S 0, 0 7�j of yt o, 2 g / -7r O, 1220 - - -- -- - -- - -- -- - -- - - - Mr 7S - - -- - -- -- - -dS_L y N O %3 Li I use - _w_JYX 3 (d.c„ _ - - - -- - - - -- 39 p,7� d, i of 92 oR9S W yll o . ot� � _ "o -ow.f -- - -- - -- - -- — � Je S > IeH (1 A SPAN 1 s 0 ,p S U cnr"r= 012y' is le ALI ACS L96 f4— 4E /lE '9 ^ T° 1 Ci -I nu <- q 1 ✓e JY � Izz 5Ki? - L Z X000 rt .. %17.5 Q, 15 2 Ov : - 04074y , f l,olf 0 , yo 2Z o.tJ %��0a , 0 70,r Of OW NA. WCOMORAT® �. 303.4" 1951 1319 SPRUCE STREET' 303.444.1957 FAX BOULDER, COLORADO 80302 JOB # (' ' SHEET NO + / OF DATE / 2 S -, Y PROJECT E PRELIM. DATE CLIENT S I7�, FINAL y Ty C - /S, Z k 0,1 o, 3S Z S -G I7, 9 X017 1�? 4 .r; /°'oa 16 r D►4y ►1 w 2 X w/z x 7 y Z �► o / s cD •r► , o o J / r e /*,? oc / = S y /''��cs = Z H rJ Z Y p - w /z x 7 > rc= o, S/ " C Vsc g d= .�NicH " I cNLr S ¢8J r w 2ix so w = /.y /Ff gee S /•�TdAA j1re�4 — A 11) /0 11 fEr 1111rG,1 `J`J`III By CHKD. BY NA. WCOMORAT® �. 303.4" 1951 1319 SPRUCE STREET' 303.444.1957 FAX BOULDER, COLORADO 80302 JOB # (' ' SHEET NO + / OF DATE / 2 S -, Y PROJECT E PRELIM. DATE CLIENT S I7�, FINAL y Ty C - /S, Z k 0,1 o, 3S Z S -G I7, 9 X017 1�? 4 .r; /°'oa 16 r D►4y ►1 w 2 X w/z x 7 y Z �► o / s cD •r► , o o J / r e /*,? oc / = S y /''��cs = Z H rJ Z Y p - w /z x 7 > rc= o, S/ " C Vsc g d= .�NicH " I cNLr S ¢8J r w 2ix so w = /.y /Ff gee S /•�TdAA j1re�4 — A 11) /0 11 fEr t 1 y r c i 1 J 1 1 r w COMSULiIMG STAUCTUARL ENGINEERS BY DATE CHKD.BY DATE 1VA,INCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1951 FAX BOULDER COLORADO 80302 JOB # �n ' - T S o SHEET NO S' O OF PROJECT 57 0 L DEN PEA K y0 SSE PRELIM. CLIENT S/VO t.J O -J t,; fro f'<PV s FINAL . .3 ` gyp FZ O (OR ll?hll'I /lAVG t ■ooaaw® . 303.IN.199 13p Srem AST + 30.44.M7 e►x motLoel CMOL4w a �.,.` ten..` am JOB # 6 Sso SHEET NO `rte- OF BY TP` DATE PROJECT GOC.DEN .Y HO U E PRELIM. CHKD. BY DATE CLIENT `S y FINAL 3R D E v E L ' 010, I I i • � i 4 N -- rj - - - - — - -- — -- 02Y 0000, -- - - - o o o w t-s /yo FJAiC c I t f w? /AL�� petKj � I i NA. 11COIVOOAT® 303.141.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS 6 �� 303.444.1951 FAX BOU LDER COLORADO ,b3oz JOB # SHEET NO �� BY 7—fj - OF DATE / z's' PROJECT CO 6 �- O E PEA k /SGo JJ� PRELIM. CHKD. BY DATE CLIENT S �/. FINAL 7 ?D C e v EC 3 B/ s�ev?. 3 w /o >< Z Z < /o > E�9 JP9 V �E ion rsf Cc f 8' /J, OL F7,/ o,d DEG p, �e lEto V'C (/It nqx� - /7 Zs �000 �TE_ 0 0 813 31! 3 7" rPlc -9 L Q R S' EE 771 66-54M c9ccS, w/o x YS < i 11 C4 nd ry'� voti7H 1P,9 /2 ` r c /7, K - S*WrAv .1,,0 4.J 3 y 1?t If = - 2 k -./ pt / 2 pR7o IRD aR) D,�ll w/ o X �2 �•/ I o X /Z i a s y r r PEF9 TL � 3 y 6,77 -ac C�s" ►,1�X/Z o, /Z s full, 1.40 d, 6 C.7 6' s� 1p f l i .3 A7 R voq /L /0 /`/- • �K T ° 6- V a ,- y LI6HT cJiLr wi - x /Z NA. WCORPORATED 303.144.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER, COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # l O Mdii S SHEET NO � OF � BY 1L p q j — DATE Z ` y PROJECT �a c D E P�'� K yo u 1 E PRELIM. CHKD. BY DATE CLIENT `r /y FINAL - 7129 4 � 3I3G �,` 3/—? - 7 CA . 3fT 9� w /0 y z Z- PEF9 TL � 3 y 6,77 -ac C�s" ►,1�X/Z o, /Z s full, 1.40 d, 6 C.7 6' s� 1p f l i .3 A7 R voq /L /0 /`/- • �K T ° 6- V a ,- y LI6HT cJiLr wi - x /Z 2,25 l312 12, C 25,E R 7 - 3RZ tsj 7y/ Of 14 2' rl000 bTL 0 ,ol(23 0 1IY /S w /0 y z Z- o, 130 o•o1y� $ K// 0 �c q.•r �'/�MQEti 2T� $x // C.ola he o, 0o S/ ,L%40 j•eli L94 .Sift P Co,90 A s fl• /l c o C u s / - J6 .T/ n r✓ ca n, / v/ a x Z Z-- r' o /L Q C A ., T M 9 x E. = • 9 3 Na Goop W ;K a x 2'L w /ox ?? Q TL- o,SL oYL PEF9 TL � 3 y 6,77 -ac C�s" ►,1�X/Z o, /Z s full, 1.40 d, 6 C.7 6' s� 1p f l i .3 A7 R voq /L /0 /`/- • �K T ° 6- V a ,- y LI6HT cJiLr wi - x /Z low 3 19 /o w /oyeL o /Z SJK LvA C aA7z- y , w /ox If c - 16 c/2./T= o_ BY /- ;fOdcr F'2o., - 7 C19r.- LCJ i Z w L L w o 2k e a /L U n S 3 d // 71"/2 u ' 1J� 7 -- '_._•?_d _1.?' i2C�cI /.- i-Y LL fie' N6cr 10 E0 F4ti - - - -- - (JC -S ►6N o� S� / /a2�, -+( Co6Er !s'E �^► S �! �Z l Y k y i QE A °j, Wz NA, INCORPORATED 303.144.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL FN41NFFAS / S S 303.444.1957 FAX BOULDER, COLORADO 80302 F17 JOB # " SHEET NO OF 4 BY 1 DATE 1 _ S / y PROJECT 1°Cj�9 K j(o U PRELIM. CHKD.BY DATE CLIENT SN �! O FINAL 3 Q/ y 3 4 29 S t c .346 0 r /-'�, 2 3 19 /o w /oyeL o /Z SJK LvA C aA7z- y , w /ox If c - 16 c/2./T= o_ BY /- ;fOdcr F'2o., - 7 C19r.- LCJ i Z w L L w o 2k e a /L U n S 3 d // 71"/2 u ' 1J� 7 -- '_._•?_d _1.?' i2C�cI /.- i-Y LL fie' N6cr 10 E0 F4ti - - - -- - (JC -S ►6N o� S� / /a2�, -+( Co6Er !s'E �^► S �! �Z l Y k y i QE A °j, Wz R t RL 0,50 F17 I L a•S bl, Z 3 Q/ y /s 0 r /-'�, 2 3'a o, yr 0172 -- - - -too S, 9 3Q /G O, a, ?Z -._ 7 C 0, 0'7Z ; C ` 7,/ 2 02Y a,Yl 0,77 C, Z. j 6? z 3 t 1 i i i 1 I 1 t rl Y, o S -C 1, 2. I /)< Z 7a !Y ll /� IoIS Zr, ,s / w /ox 2Z <4, Z /co < O, oxj6 Sk// 60 DA,oI ©OOyt /n� 4 cK -M_ "� A y s + e : y/ w /ox2i�C'o.w1 aK. io +/1 Nop/ c%^,* ♦ot foR�l`I C-a n moo.► Te C a rl o/ T Iva Gdp♦ USGl �..I inn LC 30/ y,o R �► Y z. c 36z-o d o, 2 Y w/ o x /z 0,63 a.G 3 o,�J 3,9 ro y1cti U 1E w /ox It < / - - - - -- 303.111.1951 NA. INCORPORATED 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS FAX BOULDER DO COLORA 80302 JOB # JOB SHEET NO OF BY TP.S DATE S y PROJECT G ° E - j PE 9 x y° J re PRELIM. s ll�� H CHKD. BY DATE CLIENT FINAL - - 3 / I Y, o S -C 1, 2. I /)< Z 7a !Y ll /� IoIS Zr, ,s / w /ox 2Z <4, Z /co < O, oxj6 Sk// 60 DA,oI ©OOyt /n� 4 cK -M_ "� A y s + e : y/ w /ox2i�C'o.w1 aK. io +/1 Nop/ c%^,* ♦ot foR�l`I C-a n moo.► Te C a rl o/ T Iva Gdp♦ USGl �..I inn LC 30/ y,o R �► Y z. c 36z-o d o, 2 Y w/ o x /z 0,63 a.G 3 o,�J 3,9 ro y1cti U 1E w /ox It < / - - - - -- t t 1 l 1 [I t 1 1 0. Sy 71 rl = L wloA C #L pEAn 4 IV 0A-7 ,� ,00i0.j C © r e a Cc -r'T E1 S1 -4 ( (b T4CD) W /o Z - 2- pZ� L k Ir _ o, SJ o Sin 74- 7Y/ hi /o X 2'L 38Zy ;2 SEe ,3Q// 70 3pz3 381 N +ti7H S E c ,P/Lev. SA✓EE? F o ti '7,6-23,1 o, 26 K /fr 0.7 � ►7 2 Z L • -4 R • o A T+ F/l 4 • NA, WCOIVOMTED 303.444.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS �`�`� 303.410.1957 FAX B COLORADO 80302 JOB # SHEET NO OF BY -TPs DATE �Z .'f : �y PROJECT 6 ° LOE.✓ PE9 /lo uJC PRELIM. CHKD. BY DATE CLIENT J� N FINAL 1 2 It 0. Sy 71 rl = L wloA C #L pEAn 4 IV 0A-7 ,� ,00i0.j C © r e a Cc -r'T E1 S1 -4 ( (b T4CD) W /o Z - 2- pZ� L k Ir _ o, SJ o Sin 74- 7Y/ hi /o X 2'L 38Zy ;2 SEe ,3Q// 70 3pz3 381 N +ti7H S E c ,P/Lev. SA✓EE? F o ti '7,6-23,1 o, 26 K /fr 0.7 � ►7 2 Z L • -4 R • o A T+ F/l 4 NA, WCOMPORAT® • 303.144.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # S `S O SHEET NO S�_ OF BY T,S DATE /Z' PROJECT 2-0 ODE 2 A/ vj PRELIM. CHKD. BY DATE CLIENT 'S H FINAL RD �'e V C.. /9 I <j z o.SB K �FT :z . / �E�o ATE of /� /z Po,-� f C.oAO N�A�- C-✓o DES�6�' A� N•� C�nrPu�ift' w/o fe fo'L Sf2E -wGr� 4&rc_ f cd.hi wicxt.tf p, $6 _ --[IZ17 /90 1 %J 191 Fo1 C:l /`1 /0I 4E -- o x - Z Z- F> :3 a Z 7 cqC- TYP s C- C- w io x ?-Z- Apt? 3R z, s, z,o y, Z EA WOO)( )t ZT� NA. WCORroRAhn 303 444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS / r O JOB # SHEET NO S OF BY TPs DATE - /Z - qS PROJECT G° c.OE"r PEyK y� ✓ f PRELIM. CHKD. BY DATE CLIENT S N FINAL 6E�n v7 <if To of LC. w/ GYP t! r'/ ,z e "R /lorcc T. o.,.., z �y /cz-f �Ecv 'o So L-+ o 9 162 0 -.� o T s/ v a s TJo i q CK s /vL ^ �1 fT pc- �✓ /i-J " o I •'+ E —j /,o ,� , /► -)79v f c 9-v4 E 72Y 70 v /o " �EP �r /r j6cErj Ifun r vs 7' -?.9x -1 T o/ OF 8E/9i`7 7'o aal ?o ew- G F w✓ r vi Eo j o S u it our / 0 Li P /9"L 7 /r✓ o ... S o / y 06 , a< , PA27 / /0 R fr'q', a To 04 G / ♦�Co, Ho L O 46 L L- % o .Ql yBo 2,� /s Ev 2e-7/ 7 ( /nip 1S� To ��YBe wE r1AY ^/EE7 To REovCC L /w4f Ao f. ( ,V 6 1 oL)er /o c.! c L 74K4E /Zo /I� L / ✓E o110, Z \ Y T., Fe w ,,,` T� /'d 9'? 4tq= X ( /8= �2X�3��f / - -J�'_ �a�•�r X20 fGoaE_ A2E'/� = Z,X /� / X ZX / /�� f �� <x2�c 7 �77f� L /mac c.��o /zEn�cr��,� R � /' �/77 -/s �1 t E 2., z nio f w e 2? H cearioEti.i�� qi 12E 0 , 1`7 PL,4 S /8 mc4: = Sz- R 2YR7 y ►1 s W , W/ �to> �! 59�� - y oR22 cRc �= e-L- _ eT oE`/C aK J VN // c. Et S, y COMPOSITE BEAM DESIGN Job Name GOLDEN PEAK Job# 6550 59.6 40.0 12- Jan -95 Beam Name REVISED 3B31 100% 23.1 Engr TPS 12 Mid,kft 1 ;Total Slab Thickness 5.5 ; Bot Cover Plate CHOSEN Msd,kft 58 ;Deck Thickness, in 3 ;PL wdth 0 in Mll,kft 52 ;Beam yield strength 50 ;PL thck 0 in Mtl,kft 111 ;Conc Strength, ksi 3 ;Std dia 0.75 in Length of Beams,ft 18 ;Concrete Weight, pcf 110 ;Std Cap 9.5 kips -Beam Spacing, ft 11.33 :n ( stress ) 9.2 ; Fb 33 ksi Nominal Depth, in 10 ;n (deflection) 13.9 ;Ec defl 2,085 ksi Chosen Weight, plf 30 ;Approx min Bm Wt,plf 22 ;Wdth "T" 49.9 in - Load:Unf,Mid,Thd,Qtr Q ;effect slab width,in 49.9 ;SHORING>NOT REQ'Dy,n N I =int; E =edge E ;Fc,ksi 1.35 fc,ksi> 1.04 ; fc<Fc, OK Cant. 0/S Bm Cl,ft 0.25 ; ; DEFLECTIONS L/ PROPERTIES #STUDS %COMP Seff Ieff IDL 0.01 19220 STEEL BEAM only 0 0.0 32.5 170.0 ; SDL 0.25 850 Neff = 1.10 Ao= Aot /Neff,in = 0.0068 Upper limit of damping for Miller: Lower limit for Critical D Wiss /Parmalee: Mean Response Rating Human response HORIZONTAL Vh conc Vh steel Vh Vrgd V,25% V,32 "sp SHEAR,kips Mech /Elect 1 -10 2 Partitions 0 -20 3 ------------------ - - - - -- SUM %damp'g 8 ------------------------ vibration to be a concern 8.0 >35 Ao f +2.5 4.26 >Acceptable< wrt 2.5 2.66 >Acceptable< Barely Perceptible 222.7 FULLY REQ'D COMPOSITE STRENGTH 48 3.6 100.0 7.7 59.6 40.0 666.3 307.7 ;100 %LL 0.23 ; TL 0.49 948 438 100% 23.1 CALC'D STRENGTH 12 26.0 46.3 422.8 ;LNG TR 0.1 Fract LL 12 CHOSEN STRENGTH >> >> 20 43.3 50.3 496.4 ;LT def 0.36 inches -------+----------------------- Suggest CamberI +2S -.25 0.27 FLOOR VIBRATIONS re: Murray, Univ Okla %LL,vib 10 f= 1.57(gEIt /WL3) - .5= 7.43 Bare Floor 1 -3 2 Aot,in = 0.0074 Wvib= 28.53 Kips Ceiling 1 -3 1 Neff = 1.10 Ao= Aot /Neff,in = 0.0068 Upper limit of damping for Miller: Lower limit for Critical D Wiss /Parmalee: Mean Response Rating Human response HORIZONTAL Vh conc Vh steel Vh Vrgd V,25% V,32 "sp SHEAR,kips Mech /Elect 1 -10 2 Partitions 0 -20 3 ------------------ - - - - -- SUM %damp'g 8 ------------------------ vibration to be a concern 8.0 >35 Ao f +2.5 4.26 >Acceptable< wrt 2.5 2.66 >Acceptable< Barely Perceptible 222.7 NUMBER OF STUDS 220.4 CALC TOTAL V 220.4 100% 23.1 48 17.0 0.08 1.8 4 19.1 55.1 0.25 5.8 12 57.2 6 28.6 1 t L 1 1 1 1 1 A 1 1 1 1 1 1 1 N& WCORPORAIED J 303.144.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS 303.144.1957 FAX BOULDER. COLORADO 80302 q JOB # 6 DS SHEET NO 5 OF BY Tps DATE Z '! S PROJECT G ° ( -Ap l " Pd k * JJd PRELIM. CHKD. BY DATE CLIENT .S FINAL 3A o L Eve L- RG: .0 3d 33 7 -C �Z ? zz � s O,U6 rrQ w/o x zZ 2= �j10 0 S TJ.o-r T- N E c/ k•/t 12 G 1, 4-0 0146 a olce Lilo T Z7- <Za> &A*al ,e o 30 c ss s'rvc &- 7 20 33 y /e k z z <t r Eo Za 72 - K � 3' Z rt A d e7 -A. Z S /000 -6rL. = p,0 S/< l J/ D X 2 G b "'o TL s o , L = O, Zo o , 2 7 .r � K T/i7 Gteov Z- 4 '9 Sao s Fj ti A y , y z 10 fl zo Zy,B i % K I L K OL 1 K /f f M ILL = 1ST A rc. N J p ' 'j C 0"I - '* oJ /'�l �Er41 ; f �E c09u j V Co - roY �' [�^/7Cp 4- A S T 4� o VL z;; Q4 I , r 4L ,lJE09 1 w o T 100 n T2 Y f? / A W / ¢ x 2ii'q dE3i6..r ?o Ny a x J ov a.r _ C--�PoJ ,rz/ /N -J6 Sa ►c r Jfie A#eK w/ 10 oell It f 0 c L r D 4 c i o /j X JIC. 4 0 52 r Z 7t t Z �Z y = /.?It 7 r 3 SC HA, WCORPOAATED !14.1951 1319 SPRIKE STREET 303. 444.195) CONSULTIN4 STRUCTURAL ENGINEERS JOB 0 JOB # 303. FAX BOULDER COLORADO 80301 SHEET NO S OF BY — T? S DATE /—/ Z — SX PROJECT 6 ° L OC ^� �E9 k X ° uJ —� PRELIM. CHKD. BY DATE CLIENT S H FINAL -? 'e t - 4- K D K 38 K PL < i n a�.t r 119 R -5'( .4 so, ri z87 /Y8 T/i7 Gteov Z- 4 '9 Sao s Fj ti A y , y z 10 fl zo Zy,B i % K I L K OL 1 K /f f M ILL = 1ST A rc. N J p ' 'j C 0"I - '* oJ /'�l �Er41 ; f �E c09u j V Co - roY �' [�^/7Cp 4- A S T 4� o VL z;; Q4 I , r 4L ,lJE09 1 w o T 100 n T2 Y f? / A W / ¢ x 2ii'q dE3i6..r ?o Ny a x J ov a.r _ C--�PoJ ,rz/ /N -J6 Sa ►c r Jfie A#eK w/ 10 oell It f 0 c L r D 4 c i o /j X JIC. 4 0 52 r Z 7t t Z �Z y = /.?It 7 r 3 SC J v�9 IAI C, sHEdr r s, iZ • 3RD 4 d vCC_ COMPOSITE BEAM DESIGN Job Name GOLDEN PEAK Job# 6550 12- Jan -95 Beam Name REVISED 3B39 Engr TPS Mid,kft 1 ;Total Slab Thickness 5.5 ; Bot Cover Plate Msd,kft 119 ;Deck Thickness, in 3 ;PL wdth 0 in Mll,kft 156 ;Beam yield strength 50 ;PL thck 0 in Mtl,kft 276 ;Conc Strength, ksi 3.5 ;Std dia 0.75 in Length of Beams,ft 11 ;Concrete Weight, pcf 110 ;Std Cap 10.3 kips Beam Spacing, ft 11.33 :n ( stress ) 8.5 ; Fb 33 ksi Nominal Depth, in 14 ;n (deflection) 12.9 ;Ec defl 2,252 ksi Chosen Weight, plf 38 ;Approx min Bm Wt,plf 45 ;Wdth "T" 50.385 in Load:Unf,Mid,Thd,Qtr T ;effect slab width,in 33.0 ;SHORING >NOT REQ'Dy,n I =int; E =edge E ;Fc,ksi 575 fc;ksi >� _ 2.42 ; fc >Fc,ERR 6o�G Cant. 0/S Bm Cl ,ft O .25 ; ; DEFLEC PROPERTIES #STUDS %COMP Seff Ieff ; IDL 0.00 66196 STEEL BEAM only 0 0.0 54.6 385.0 ; SDL 0.10 1384 FULLY COMPOSITE 34 100.0 85.1 1091.3 ;100 %LL 0.13 1056 -REQ'D STRENGTH 72.1 215.9 99.5 1422.9 ; TL 0.22 594 CALC'D STRENGTH OVERSTR 221.8 100.1 1436.8 ;LNG TR 0.1 Fract LL CHOSEN STRENGTH > > >> 40 119.9 85.1 1091_3 0.15 inches --- - Suggest CamberI +2S -.25 -0.06 FLOOR VIBRATIONS re: Murray, Univ Okla %LL,vib 10 f= 1.57(gEIt /WL3) - .5= 10.51 Bare Floor 1 -3 2 Aot,in = 0.0013 Wvib= 98.62 Kips Ceiling 1 -3 1 Neff = 1.01 Mech /Elect 1 -10 2 Ao= Aot /Neff,in = 0.0013 Partitions ------------------------ 0 -20 3 -- SUM -- %damp'- - - - - Upper limit of damping for vibration to be a concern 8.0 Miller: Lower limit for Critical D >35 Ao f +2.5 2.98 >Acceptable< Wiss /Parmalee: Mean Response Rating wrt 2.5 1.88 >Acceptable< Human response Unperceptible HORIZONTAL SHEAR,kips Vh conc 171.8 NUMBER OF STUDS Vh steel 279.2 CALC TOTAL V Vh 171.8 100% 16.7 34 Vrqd 371.0 2.16 36.0 74 381.0 V,25% 43 .0 0.25 4.2 10 S1.5 V,32 "sp 4 20.6 NA, WCOMPORATED 303.4/4.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS /�� JOB # G V 303.44.1957 FAX BOUT q, COLORA p 80302 SHEET NO S BY /3 p DATE �� 2 I� PROJECT � 0 L O c ) h'- ✓ rte OF CHKD. BY DATE CLIENT � -S 1� H PRELIM. FINAL 1z E L) c- o .7 f . 7 co -Z I 2E�.,fe,.��r w /Y r /9 Z — l 3 ¢ N x �� F, t S? X 7 k To/ T = l/( s, oK C y 51"'EE T S' /Y 10 3" 46VEc- ) CI -, /� o �cEP -7 eJ, COMPOSITE SECTION h= 15.66 Job# 6550 12- Jan -95 h -yc= 7.830 Name golden peak yc= 7.830 Engr TPS # SHAPE b d A y Ay A(y -yc ) Io 1 W14X26 5.025 13.91 7.69 7.83 60.2127 0.00 245.00 2 TOP 1.75 BRS 3.5 1.75 6.125 13.49 82.62625 196.21 0.78 3 BTM 1.75 BRS 3.5 1.75 6.125 2.17 13.29125 196.22 0.78 4 TOP 5.5x.875 5.5 0.875 4.8125 15.22 73.260688 263.03 0.31 5 BTM 5.5x.875 5.5 0.875 4.8125 0.438 2.1054688 263.00 0.31 6 XXXXXXXXXXXX ---------------------------------------------------------------------- 0 0 0 0 0 0.00 0.00 Sums 29.565 231.49636 918.47 247.18 h Total height of composite section I comp = 1,165.65 b Width of rectangle S top = 148.87 d height of rectangle S bot = 148.87 A Area of shape r = 6.279 y Distance of shape centroid above base yc Distance of composite centroid above base Io Moment of inertia of shape about its centroid r Radius of gyration c 0 (1 Z 7 Z = /ono 4� w /off 2Z Mom • NA. WCONIORATEO 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS E� (O JOB # J � SHEET NO 9 1,1 OF BY T/J DATE �Z ` 9 Y PROJECT G , L / O�"� IEAK f/o Ja E PRELIM. CHKD. BY ATE _ CLIENT sI S i � LE v C- 3,0 3:3 � ,�l3,?.S '5 ,1!337 �' ��3� �}Da /-r D /A6_ C9 7, / • s, °j '� ,1Z2/So, 7 /eK ,off -�►�- - -- .7- L 2,$ ll, s 4-77 s�. C x 2 G 7.7 r i 0,29 i s E ° btt =oEt' 4 7'C -4 -1449 I , fh �, to I o = 0 ,7z" / usE wiox 2z rr I AT �CHA.6C i..j oEC 'ic"� - o-✓ 9,z syK Z.o K Te V,a3S 11s =6 �. 7 !. 11,7 (./ Z, L 2. `?,7 ) 7.? (, z-- 3Qy� 3 Z- O w icy 2Z -7.q 7. y � 9 0,33 0,21 o,e• o. l i ZY, Y lo-A z L v Sy op. �DN c� 7'c- - 0 I , 9 ll /i / &iro 400 S7 0 1 A A OO I` r7 s / �. /000 467-4_ 0,o98z w10-,R2Z a Tot- -- p,83 =,PA?62 400 3r.1 o1 f 41 3 fiff,,, EJ J, 1VA,INCORPORATED 303 444 1951 1319 SPRUCE STREET 303.444.1951 FAX BOULDER, COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # SHEET NO P OF BY DATE PROJECT PRELIM. CHKD. BY DATE CLIENT FINAL 2 ND E v EG NA. NcoQORAhD . 303.444."M taro SPRUCE mtfft A3.IN.W FU MUM COLORADO 8M CoWwuuc stmcnn,u INGIKIRs JOB # ' SHEET NO 64 OF BY TP,S DATE ) 2 -5- 5 y PROJECT GOLDEN �E�9K f/O U3 E PRELIM. CHKD. BY DATE CLIENT eS y FINAL Z ND C EvEC Z /VO o /( - - s C g.!s - - - --.o ct -� I - -- ENcCR T A ? DECKS ` i J RUM 1YA,INCORPORATED 303.444.1951 1319 SPRUCE STREET " fTNUCTUNAI EN4IXEENS 303.444.1957 FAX BOULDER COLORADO 80302 CfINSUITING SSO JOB # SHEET NO • OF BY T P s DATE Z Z- 6- 9 y PROJECT G O L D 6 PEAK No u s E PRELIM. CHKD. BY DATE CLIENT S y FINAL ZN o CEu�L Z(Q/ 2Z Z- - tz o, 8 "/E r zE� z.► �.� 8.o Y;iv' SE z,QC A. rl 3 yn LJ io X z 2 <ro> Z 13 3 � Z Q TY�°icIL QEq-n S6 �sr Fcvoz �/aC.cs. /v n-i K S r A- L 03 /LEE= ZED S- v T N 5PO4 -i Z 0 y_ /?EE = y, Z- 7-' ,3 43 S w /oX /t- S.�.lt3► - H & n. T �f c E ^/T c 1 Sa U T*1 CC -+rF1 SI ^ 74. No 17K Cc- ^i7E'L S/�/�—, 30 -j -T rf S /4- S' •r /, 2 Z Y- 4 S �� $ �ff N,.1rof ° T =S3.$' 6 rL = c,4 19E' " w 1.,x /2 ws 0, ?2 k /fr Rer c = � /max /2 z 111.3_ V/ 4 s o, ?` K oFr K 16 S' /So /o. ` Z. x- 2, 2 3.y . s ?t /000 A TC= 0,07 0 w /o-/26 4rL =0, Za /y ENo Sto 04 �j c EN rE� Sly// -d L _ l,y/ 7 Y,* QEAn ReE i" ► s Z 3 VV 1 i2 NA. IRICOR/ORATED 303.444.1951 1319 SPRUCE STREET C..1I 1.1 IMCNIAL 1.11.1111 JOB # ' ` ` 303.444.1957 FAX SHEET NO ' BOULDER COLORADO 80302 3 OF BY It"S DATE 12' G - 1 y PROJECT 6' G L Q EfW K PRELIM. CHKD. BY DATE CLIENT S � FINAL ZN o LF EL To �Q) u rox /z 2-B M, TO 3 Q/ 7 Z 8 E x C E p'l So U'7 Sd J T H Sly q-j ro 7yP Ce,9 h / O /t/ o /Ll iy /en 7 J d / O CE�7�� JIA-r 7 Al S o u 'l H 5? #9 -r uj /o x/ Z. /QE = L 5 k ws 0, ?2 k /fr Rer c = � /max /2 z 111.3_ V/ 4 s o, ?` K oFr K 16 S' /So /o. ` Z. x- 2, 2 3.y . s ?t /000 A TC= 0,07 0 w /o-/26 4rL =0, Za /y ENo Sto 04 �j c EN rE� Sly// -d L _ l,y/ 7 Y,* QEAn ReE i" ► s Z 3 VV 1 i2 IVA. INCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS Q JOB # s s- SHEET NO G� OF BY TP1 DATE �2 ' G ' 9 y PROJECT G o 'P "/ P��K 4f -r PRELIM. CHKD. BY DATE CLIENT RS N FINAL 2 NO e. E V E L /c, 'o /0,1 jo,� /o.� /15,2 /b, /o, 7 1-j ZB /o.J wioxiZ f� Tc - a,2s w /9x /2 A a.v3 /'hoc! ZC, y w /o x /Z /'� o � S = . • I S8, 7 oX2Z f..b�!�L Se uTH Z S P/a -1J S / � Tu 21l /� /Vo4104 S/A- r ce:s.) vE�C 5.�1K 213/8' S.u7H S.^i T� ZQ /� x /z oK s/ 7o Zj; /6 �T GES1 SEvE2E` w /o x Z Z < /Q) 6 TL = 0 .5 / �� NA, WCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # SHEET NO � ' s OF BY T/s DATE /Z -G -7`/ PROJECT So L 106 P6 '9K ,y oJ J� PRELIM. CHKD. BY DATE CLIENT S ;, y FINAL 2 E yE C 7Y//c4 c- l�EAn Z Z3 I2 - 101 = 7 za2y /S I w(o7C /9 A y � 3� v 1,0 K 9 g� 2E 1.77 l,(z- 3,c yR //. 2 7E 5,_1 sit /211 -- _ / y, l _ 7, r_ _ Q I.S Sq zy Isia°° OTL, oRo2 /y 0.0 D. l/ $S wrortt- 4 060 OR7)" bays, o, /q,. rJ/Sf w /dX 2 2_ TYA ADO ST J0S /}T TYli 1/4-v� , S 7/ / f N E' 1 J 7 Is b u5 C W Sx_ ;V - P co t G c o ,. 1 fHA� JVA, INCORPORATED 303.444.1951 1319 SPRUCE STREET 303 444. 957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS r0 � JOB # S S Q SHEET NO � OF BY DATE 1 94- PROJECT Go I A A to P e n k fi n PRELIM. J 1' k'� 2ND GE�E�+ CHKD. BY DATE CLIENT —h� nr.�r�no C 4 , en � FINAL �+ P; 1.IQ 6 C Q 1N1 . I q-7k 7 Is b u5 C W Sx_ ;V - P co t G c o ,. 1 fHA� JVA, INCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAx BOULDER, COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS ZP O JOB # n SHEET NO 7 OF BY DATE PROJECT GoC DE/V PE�k °�sE PRELIM. CHKD. BY DATE CLIENT S/yo w D o f yo PK ~1 FINAL 1 ST L E v EL )VA, WCORPORATED 303.111.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL CN41N[ECS 303 141.1957 FAX BOULDER COLORADO 80301 JOB N SSO SHEET NO L OF BY T DATE 12-6 l ly PROJECT GOLDEN �°E�9K y0 y-s E PRELIM. CHKD. BY DATE CLIENT y FINAL / ' LEE VEC. ul P �J- 1 i f /s r FcDO A f llAM I'AlG � /�L 4- e.oAo ExcEPT 4.7 9Ecxi Mom 1VA,INCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER, COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS / JOB # `ss� SHEET NO 71 Z- OF BY Z PJ DATE �2�6 9 PROJECT S�� - DE's PAS /y0 J 1� PRELIM. CHKD. BY DATE CLIENT S // FINAL / ST LF yEL L,� Zr3 wioxys < lL3 �13 y S Z d Tye deAih Z-o LcvE(, f1 S / " To Z d / r 20/c I fS/ / II3�Z LB s �s 7 Z p /p C' T y /i c q-L 0 6 , 1-1 ..0 /'?, < w /ox /'L- o 1VA,INCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1951 FAX BOULDER, COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # Rt SHEET NO 7 ' 3 OF BY T Ps DATE /" Y PROJECT G � G DE ^' �E�I K N je PRELIM. CHKD. BY DATE CLIENT S H FINAL �7 ACC �. /'7 - 7 w 42 ; K ?,° / / n r /o l S ECf P2E v /ouj CAL nler x-7 Sh'EC ?J w/o x 7? 'MEO ► ► W. VG�5141 e1 L I dE r'F AL O4 I�A:57 FaVKa7Y L AIC- 42 3 aU° 57 IL - 25 Ps(z + $ ter �X 5' ) = °Il3c � PWAL 9c, 00 10 &600 FA C 'n C °L RuN Oo ✓,j 4 (D("* V. _ 53V. I- "I' d R = 53� I o(ly - (S9 K — M 106 - 41p I:-F7 _ � 17k t 2 _ q 3 f-prq 140 `i � ` 1- 1' U � I � I 1 2 L- = r53 Io( y sg` x I &2 3x zg x c0' x 1240 V�J 12 (T= ►d am l�¢ bCL Oj((O k lcso ± 7of AT ot� �14x(oQ I� V-Q Fes. M\MG-0 APPiw" (,c p I4 i?�-Aurs ono NA, INCORPORATED ►�o i��" -- M 13 �( � �3 ( Ihlcan4 -`t ( � loq'` -F � wi�x2c r e : 1c) - St.-2 , F,, - .4 s, 303.444.1951 1319 SPRUCE STREET w �ox 33 /'7R. 9 f ;r-X 303.444.1951 FAX BOULDER, COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS BY _YES DATE t - ` 1 4 JOB # 6 !5r ., PROJECT ,6ivcf ' le- flbG7 SHEET NO PRELIM. 7 ' y OF CHKD. BY DATE CLIENT ' FINAL 'MEO ► ► W. VG�5141 e1 L I dE r'F AL O4 I�A:57 FaVKa7Y L AIC- 42 3 aU° 57 IL - 25 Ps(z + $ ter �X 5' ) = °Il3c � PWAL 9c, 00 10 &600 FA C 'n C °L RuN Oo ✓,j 4 (D("* V. _ 53V. I- "I' d R = 53� I o(ly - (S9 K — M 106 - 41p I:-F7 _ � 17k t 2 _ q 3 f-prq 140 `i � ` 1- 1' U � I � I 1 2 L- = r53 Io( y sg` x I &2 3x zg x c0' x 1240 V�J 12 (T= ►d am l�¢ bCL Oj((O k lcso ± 7of AT ot� �14x(oQ I� V-Q Fes. M\MG-0 APPiw" (,c p I4 i?�-Aurs ono RAA -R-aq oa W&.t- ►�o i��" -- M 13 �( � �3 ( Ihlcan4 -`t ( � loq'` -F � wi�x2c r e : 1c) - St.-2 , F,, - .4 s, VsC F A- w �ox 33 /'7R. 9 f ;r-X �V 'i 0x /1 : ?-r, Zo Sr /F�c- j oQ % Req 10 1VA,INCORPORATED 303.444.1951 1319 SPRUCE STREET 303.4".19S7 FAX BOULDER, COLORADO 60302 CONSULTING STRUCTURAL ENGINEERS O JOB # SHEET NO 0 ° OF BY DATE PROJECT GOC. OE'-/ " o EA/C X70 dJ PRELIM. CHKD. BY DATE CLIENT SNO w 90.4 H0 00 " / / .S FINAL 7Y / 1CAG 1364MS 7'yPic1-;< 86-x-91,v2s t 1 1 NA. INCONIRMTED L =i� S 1- 5� �� ► cwlaKu s /std �OS'� -�5?7 303.144.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS JOB # 60 S 303.444.1957 FAX BOULDER COLORADO 80302 SHEET NO $� / OF BY �_ DATE �'I `� J PROJECT PRELIM. CHKD. BY DATE CLIENT FINAL r Y )p/ CAL 9641" 6�,�aslle / e4a-" - PeA = 3 Al 166.4 - use s 3 o * 5''t 4"4- L L "s, 1 sza )e" 4e 2Z tom- `2es L =� S el 5 %� �wrvac�� 4/.9) Az' 1 , 22,"-: X 74, y.6, oT��_' 2 1sY /Dx 2.2- /v Q - r 95 7, E�- W rOx a !SS / N _sue �S 4)1�� ,e 410 d r v, iC Z 0 z> t 1 1 L =i� S 1- 5� �� ► cwlaKu s /std �OS'� -�5?7 / = 7.48' ` y cl )e" 4e 2Z CP 0 per Z�� //o E � .�s� �wrD -� ¢ 4� �• � - • =� 7s k)layz -Z dg's' - 7o 147 .9 � -'rf T7'P/c A c ef901S Job# 40(-49d COMPOSITE BEAM DESIGN 34 Job Name 01- Aug -94 Beam Name I 20' RESIDENTIAL BEAM W Mid,kft 20 ;Tota Slab Thickness Msd,kft 5 ;Deck Thickness, in Mll,kft 22.5 ;Beam yield strength Mtl,kft 47.5 ;Cone Strength, ksi Length of Beams,ft 20 ;Concrete Weight, pcf Beam Spacing, ft ;Std Cap ;n (stress ) Nominal Depth, in 9.2 ;n (deflection) Chosen Weight, plf F ;Approx min Bm Wt,plf Load:Unf,Mid,Thd,Qtr 2,085 ;effect slab width,in B =beam; G= girder B ;transf slab width,in I =int; E =edge I ; Fc,ksi 1.35 fc,ksi> Cant. 0/S Bm Cl,ft 0 6.5 PROPERTIES #STUDS %COMP Seff Ieff STEEL BEAM only 0 0.0 23.2 118.0 FULLY COMPOSITE 34 100.0 45.0 530.1 REQ'D STRENGTH 0.0 0.0 17.1 118.0 CALC'D STRENGTH 10 29.5 35.1 341.8 CHOSEN STRENGTH > > >> 10 29.5 35.1 341.8 T7'P/c A c ef901S -------r----------------------- Suggest Camber I +2S- . 25 0 .25 'L-0 FLOOR VIBRATIONS re: Murray, Univ Okla f =1.57( gElt /WL3 ) 9.15 Aot,in = 0.014 Wvib= 11.35 Kips Neff = I.59 Ao= Aot /Neff,in = 0.0089 %LL,vib 15 Bare Floor 1 -3 3 Ceiling 1 -3 2 Mech /Elect 1 -10 3 Partitions 0 -20 2 ------------------ - - - - -- SUM %damp'g 10 ------------------ - - - - -- Upper limit of damping for vibration to be a concern 8.0 Miller: Lower limit for Critical D >35 Ao f +2.5 5.33 >Acceptable< Wiss /Parmalee: Mean Response Rating wrt 2.5 2.98 >Acceptable< Human response Barely Perceptible HORIZONTAL SHEAR,kips Vh conc Vh steel Vh Vrqd V,25% V,32 "sp 191.3 161.6 161.6 100% 0.0 0.00 40.4 0.25 NUMBER OF STUDS CALC Job# 6550 17.0 34 Engr DMH 2 5.5 ; Bot Cover Plate 47.7 3 ;PL wdth 0 in 50 ;PL thck 0 in 3 ;Std dia 0.75 in 110 ;Std Cap 9.5 kips 9.2 ; Fb 33 ksi 13.9 ; Ec def 1 2,085 ksi 9 ;Wdth "T" 93.75 in 60.0 ;SHORING >NOT REQ'D< 6.5 :` - - >Y,n N 0.46 ; fc <Fc, OK DEFLECTIONS L/ IDL 0.42 570 SDL 0.04 6039 100 %LL 0.18 1342 TL 0.64 375 v LNG TR 0.1 Fract`LL LT def 0.49 inches -------r----------------------- Suggest Camber I +2S- . 25 0 .25 'L-0 FLOOR VIBRATIONS re: Murray, Univ Okla f =1.57( gElt /WL3 ) 9.15 Aot,in = 0.014 Wvib= 11.35 Kips Neff = I.59 Ao= Aot /Neff,in = 0.0089 %LL,vib 15 Bare Floor 1 -3 3 Ceiling 1 -3 2 Mech /Elect 1 -10 3 Partitions 0 -20 2 ------------------ - - - - -- SUM %damp'g 10 ------------------ - - - - -- Upper limit of damping for vibration to be a concern 8.0 Miller: Lower limit for Critical D >35 Ao f +2.5 5.33 >Acceptable< Wiss /Parmalee: Mean Response Rating wrt 2.5 2.98 >Acceptable< Human response Barely Perceptible HORIZONTAL SHEAR,kips Vh conc Vh steel Vh Vrqd V,25% V,32 "sp 191.3 161.6 161.6 100% 0.0 0.00 40.4 0.25 NUMBER OF STUDS CALC TOTAL V 17.0 34 0.0 2 9.5 4.2 10 47.7 7 33.4 i , r JVh'� //VC. 7r (0.� .eiI. -I- U,� 7YP/CAC- BEAris ve Al PC COMPOSITE BEAM DESIGN Job Name 300MMA0146 Job# 6550 01- Aug -94 Beam Name INT 20' COMMERCIAL BEAM () Engr DMH Mid,kft 20 ;Total Slab Thickness 5.5 ; Bot Cover Plate Mid,kft 5 ;Deck Thickness, in 3 ;PL wdth O in Mll,kft 45 ;Beam yield strength 50 ;PL thck 0 in Mtl,kft 70 ;Cone Strength, ksi 3 ;Std dia 0.75 in Length of Beams,ft 20 ;Concrete Weight, pcf 110 ;Std Cap 9.5 kips Beam Spacing, ft ;n (stress ) 9.2 ; Fb 33 ksi Nominal Depth, in 0 ;n (deflection) 13.9 ;Ec defl 2,085 ksi Chosen Weight, plf 2 ;Approx min Bm Wt,plf 14 ;Wdth "T" 93.75 in Load:Unf,Mid,Thd,Qtr ;effect slab width,in 60.0 ;SHORING >NOT REQ'Dy,n N I =int; E =edge I ;Fc,ksi 1.35 fc,ksi> 0.67 ; fc <Fc, OK Cant. O/S Bm Cl,ft 0 ; ; DEFLECTIONS L/ PROPERTIES #STUDS %COMP Seff Ieff ; IDL 0.42 570 STEEL BEAM only 0 0.0 23.2 118.0 ; SDL 0.04 6039 FULLY COMPOSITE 34 100.0 45.0 530.1 ;100 %LL 0.36 671./ REQ'D STRENGTH 0.3 0.9 25.2 156.1 ; TL 0.82 2 CALC'D STRENGTH 10 29.5 35.1 341.8 ;LNG TR 0.1 Fract tL CHOSEN STRENGTH > > >> 10 29.5 35.1 341.8 ;LT def 0.51 inches -------+---------------------- Suggest CamberI +2S -.25 0.254 J FLOOR VIBRATIONS re: Murray, Univ Okla %LL,vib 15 f =1 .57(gEIt /WL3 )- .5= 8.65 Bare Floor 1 -3 3 Aot,in = 0.0136 Wvib= 12.70 Kips Ceiling 1 -3 2 Neff - 1.59 Mech /Elect 1 -10 3 Ao= Aot /Neff,in = 0.0086 Partitions 0 -20 2 - - - - -- ------------------ SUM ------------------ %damp'g 10 - - - - -- Upper limit of damping for vibration to be a concern 8.0 Miller: Lower limit for Critical D >35 Ao f +2.5 5.09 >Acceptable< Wiss /Parmalee: Mean Response Rating wrt 2.5 2.91 >Acceptable< Human response Barely Perceptible HORIZONTAL SHEAR,kips Vh cone 191.3 NUMBER OF STUDS Vh steel 161.6 CALC TOTAL V Vh 161.6 100% 17.0 34 Vrqd 1.4 0.01 0.1 2 9.5 V,25% 40.4 0.25 4.2 10 47.7 V,32 "sp 7 33.4 I/ V /y /N �- Tr W - .0 - Cant. JryCC 6ocvEAv , COMPOSITE BEAM DESIGN Job Name �' 01- Aug -94 Beam Name INT 18' RESIDENTIAL GIRDER Mid,kft 28 ;Total Slab Thickness Mid,kft 7 ;Deck Thickness, in Mll,kft 31.8 ;Beam yield strength Mtl,kft 66.8 ;Conc Strength, ksi Length of Beams,ft 1 8 ;Concrete Weight, pcf Beam Spacing, ft Gd 15.7 ;n ( stress ) Nominal Depth, in ;PL thck ;n (deflection) Chosen Weight, plf 2 ;Approx min Bm Wt,plf Load= Unf,Mid,Thd,Qtr M ;effect slab width,in B =beam; G= girder G ;transf slab width,in I =int; E =edge I ;Fc,ksi 1.35 fc,ksi> Cant. JryCC �• � ; 34 T yPic9� �E/►� �K PROPERTIES 2 #STUDS %COMP Job# 6550 IDL 0.38 Engr DMH BEAM only 5.5 ; Bot Cover Plate 23.2 3 ;PL wdth 0 in 50 ;PL thck 0 in 3 ;Std dia 0.75 in 110 ;Std Cap 9.5 kips 9.2 ; Fb 33 ksi 13.9 ;Ec defl 2,085 ksi 13 ;Wdth "T" 93.75 in 54.0 ;SHORING >NOT REQ'D< Fract'LL 5.9 :' - - >y,n N 29.5 0.68 ; fc<Fc, OK ;LT def Cant. 0/S Bm Cl,ft 0 ; 34 f =1 .57(gEIt /WL3 )- .5= ; DEFLECTIONS L/ PROPERTIES 2 #STUDS %COMP Seff Ieff IDL 0.38 566 STEEL BEAM only 0 0.0 23.2 118.0 ; SDL 0.04 5838 FULLY COMPOSITE 34 100.0 45.0 521.3 ;100 %LL 0.17 1285 REQ'D STRENGTH 0.1 0.2 24.1 134.0 ; TL 0.59 368 CALC'D STRENGTH 10 29.5 35.0 337.0 ;LNG TR 0.1 Fract'LL CHOSEN STRENGTH > > >> � 29.5 35.0 337.0 ;LT def 0.45 inches ------- +----------------- - - - - -- Suggest CamberI +2S -.25 0.21 1 1 1 FLOOR VIBRATIONS re: Murray, Univ Okla %LL,vib 10 34 f =1 .57(gEIt /WL3 )- .5= 8.63 2 Bare Floor 1 -3 2 Aot,in = 0.0102 Wvib= 16.97 Kips Ceiling 1 -3 1 Neff - 1.00 Mech /Elect 1 -10 2 Ao= Aot /Neff,in = 0.0102 Partitions 0 -20 - 3 - - - -- ------------------ SUM %damp'g - 8 - - - -- Upper limit of damping for vibration ------------------ to be a concern 8.0 Miller: Lower limit for Critical D >35 Ao f+2.5 5.58 >Acceptable< Wiss /Parmalee: Mean Response Rating wrt 2.5 3.09 >Acceptable< Human response Distinctly Perceptible HORIZONTAL SHEAR,kips Vh conc Vh steel Vh Vrqd V,25% V,32 "sp 241.0 161.6 161.6 100% 0.3 0.00 40.4 0.25 NUMBER OF STUDS CALC TOTAL V 17.0 34 0.0 2 9.5 4.2 10 47.7 6 28.6 71 W 1 v vim //V COMPOSITE BEAM DESIGN 01- Aug -94 Beam Name INT Mid,kft %COMP Msd , kft DMH Mll , kft 5.5 Mtl , kft Plate Length of Beams,ft 3 Beam Spacing, ft 1 Nominal Depth, in 50 Chosen Weight, plf 0 Load:Unf ,Mid,Thd,Qtr 3 B =beam; G= girder 0.75 I =int; E =edge 110 Cant. 0/S Bm Cl,ft 9.5 PROPERTIES #ST STEEL BEAM only 33 FULLY COMPOSITE 13.9 REQ'D STRENGTH 1 CALC'D STRENGTH 19 CHOSEN STRENGTH > > >> 93.75 18' 28 7 63 .6 98 .6 18 5.7 2 G I 0 UDS 0 34 0.9 12 18 fob Name COMMERCIAL GIRDER Total Slab Thickness Deck Thickness, in Beam yield strength Conc Strength, ksi Concrete Weight, pcf • ( stress ) • (deflection) Approx min Bm Wt,plf effect slab width,in transf slab width,in Fc,ksi 1.35 fc,ksi> 9K TY ?/C 9c B6 -, 9mS FLOOR VIBRATIONS Job# 6550 DEFLECTIONS L/ %COMP Engr DMH ; IDL 0.38 5.5 ; Bot Cover Plate 118.0 3 ;PL wdth 0 in 50 ;PL thck 0 in 3 ;Std dia 0.75 in 110 ;Std Cap 9.5 kips 9.2 ; Fb 33 ksi 13.9 ;Ec defl 2,085 ksi 19 ;Wdth "T" 93.75 in 54.0 ;SHORING >NOT REQ'D< J 5.9 :' - - >Y,n N 1.01 ; fc<Fc, OK FLOOR VIBRATIONS re: Murray, Univ Okla DEFLECTIONS L/ %COMP Seff Ieff ; IDL 0.38 566 0.0 23.2 118.0 ; SOL 0.03 7060 100.0 45.0 521.3 ;100 %LL 0.28 777✓ 32.0 35.5 346.3 ; TL 0.69 31�- 35.4 36.2 357.9 ;LNG TR 0.1 Fract LL 53.1 39.1 411.9 ;LT def 0.45 inches 8.0 Miller: Lower limit --------F.---------- Suggest CamberI +2S -.25 0.19A Wiss /Parmalee: Mean Response Rating wrt 2.5 2.99 >Acceptable< J FLOOR VIBRATIONS re: Murray, Univ Okla %LL,vib 10 f =1.57( gElt /WL3 )- .5= 8.29 CALC Bare Floor 1 -3 3 Aot,in = 0.01 Wvib= 18.38 Kips Ceiling 1 -3 2 Neff = 1.00 0.32 5.4 Mech /Elect 1 -10 3 Ao= Aot /Neff,in = 0.01 0.25 4.2 Partitions 0 -20 - 2 - - - -- V,32 "sp ------------------ SUM %damp'g ------------------ - 10 - - - -- Upper limit of damping for vibration to be a concern 8.0 Miller: Lower limit for Critical D >35 Ao f +2.5 5.39 >Acceptable< Wiss /Parmalee: Mean Response Rating wrt 2.5 2.99 >Acceptable< Human response Barely Perceptible HORIZONTAL SHEAR,kips Vh conc 241.0 NUMBER OF STUDS Vh steel 161.6 CALC TOTAL V Vh 161.6 100% 17.0 34 Vrqd 51.8 0.32 5.4 12 57.2 V,25% 40.4 0.25 4.2 10 47.7 V,32 "sp 6 28.6 J V/t / /v C , - �'loSSo 1 66 550 se4e7s Job# y Engr DMH Bot Cover Plate PL wdth 0 in PL thck 0 in ;Std dia 0.75 in ;Std Cap 9.5 kips Fb 33 ksi Ec defl 2,085 ksi Wdth "T" 52.875 in ;SHORING >NOT REQ'D< ' - - >y,n N fc <Fc, OK DEFLECTIONS L/ 0.23 1037 0.02 9756 0.20 1171!/ 0.46 S21 0.1 Fract LL 0.29 inches ------- +----------------- - - - - -- Suggest Camberl +2S -.25 0.03 Y 1 FLOOR VIBRATIONS ^ 0?A Vis0'- Okla %LL,vib 15 ^ f =1 .57(gEIt /WL3 )- .5= COMPOSITE BEAM DESIGN Job Name (0 Bare Floor 1 -3 01- Aug -94 Beam Name % „_. 20' AL BEAM 0.0163 Wvib= Mid,kft 11 ;Total Slab Thicknes 5.5 Msd,kft 3 ;Deck Thickness, in 3 Ml l , kft t1 `' :Beam yield strength 50 Mtl,kft 39 ;Conc Strength, ksi 3 Length of Beams,ft 20 ;Concrete Weight, pcf 110 Beam Spacing, ft 4 5_;n (stress ) 9.2 Nominal Depth, in 10 n (deflection) 13.9 Chosen Weight, plf 2 ;Approx min Bm Wt,plf 8 Load:Unf,Mid,Thd,Qtr U ;effect slab width,in 52.9 B =beam; G= girder B ;transf slab width,in 5.8 I =int; E =edge E ;Fc,ksi 1.35 fc,ksi> 0.41 Cant. 0/S Bm Cl,ft 0.5 PROPERTIES #STUDS %COMP Seff Ieff ; IDL STEEL BEAM only 0 0.0 23.2 118.0 ; SDL FULLY COMPOSITE 34 100.0 44.6 514.2 ;100 %LL REQ'D STRENGTH 0.0 0.0 14.1 118.0 ; TL CALC'D STRENGTH 10 29.5 34.8 333.2 ;LNG TR CHOSEN STRENGTH > > >> 10 29.5 34.8 333.2 ;LT def 1 66 550 se4e7s Job# y Engr DMH Bot Cover Plate PL wdth 0 in PL thck 0 in ;Std dia 0.75 in ;Std Cap 9.5 kips Fb 33 ksi Ec defl 2,085 ksi Wdth "T" 52.875 in ;SHORING >NOT REQ'D< ' - - >y,n N fc <Fc, OK DEFLECTIONS L/ 0.23 1037 0.02 9756 0.20 1171!/ 0.46 S21 0.1 Fract LL 0.29 inches ------- +----------------- - - - - -- Suggest Camberl +2S -.25 0.03 Y 1 FLOOR VIBRATIONS re: Murray, Univ Okla %LL,vib 15 f =1 .57(gEIt /WL3 )- .5= 11.35 CALC Bare Floor 1 -3 3 Aot,in = 0.0163 Wvib= 7.10 Kips Ceiling 1 -3 2 Neff = 2.38 0.00 0.0 Mech /Elect 1 -10 3 Ao= Aot /Neff,in = 0.0068 0.25 4.2 Partitions 0 -20 - 2 - - - -- V,32 "sp ------------------ SUM %damp'g - 10 - - - -- Upper limit of damping for vibration ------------------ to be a concern 8.0 Miller: Lower limit for Critical D >35 Ao f +2.5 5.22 >Acceptable< Wiss /Parmalee: Mean Response Rating wrt 2.5 2.95 >Acceptable< Human response Barely Perceptible HORIZONTAL SHEAR,kips Vh conc 168.5 NUMBER OF STUDS Vh steel 161.6 CALC TOTAL V Vh 161.6 100% 17.0 34 Vrqd 0.0 0.00 0.0 2 9.5 V,25% 40.4 0.25 4.2 10 47.7 V,32 "sp 7 33.4 n 0 J Y� /N C 6 S S COMPOSITE BEAM DESIGN Job Name 411=0W / 01- Aug -94 Beam Name E DGE 20' COM M ERCIAL BEAM Mid,kft 11 ;Total Slab Thickness 5.5 Msd,kft 3 ;Deck Thickness, in 3 Mll,kft 50 ;Beam yield strength 50 Mtl,kft 64 ;Conc Strength, ksi 3 Length of Beams,ft 20 ;Concrete Weight, pcf 110 Beam Spacing, ft 4. ;n (stress ) 9.2 Nominal Depth, in 1 ;n (deflection) 13.9 Chosen Weight, plf 2 ;Approx min Bm Wt,plf 13 Load:Unf,Mid,Thd,Qtr ;effect slab width,in 52.9 B =beam; G= girder B ;transf slab width,in 5.8 I =int; E =edge E ;Fc,ksi 1.35 fc,ksi> 0.67 Cant. O/S Bm Cl,ft 0.5 PROPERTIES #STUDS %COMP Seff Ieff ; IDL STEEL BEAM only 0 0.0 23.2 118.0 SDL FULLY COMPOSITE 34 100.0 44.6 514.2 ;100 %LL REQ'D STRENGTH 0.0 0.0 23.1 118.0 ; TL CALC'D STRENGTH 10 29.5 34.8 333.2 ;LNG TR CHOSEN STRENGTH > > >> 1l 29.5 34.8 333.2 ;LT def v • e �\ 7y C A 1. �O B E'1 ^+ J Job# 6550 Engr DMH Bot Cover Plate PL wdth 0 in PL thck 0 in ;Std dia 0.75 in ;Std Cap 9.5 kips Fb 33 ksi Ec defl 2,085 ksi Wdth "T" 52.875 in ;SHORING >NOT REQ'D< " - - >Y,n N fc <Fc, OK DEFLECTIONS L/ 0.23 1037 0.02 9756 0.41 585 -� 0.67 360 0.1 Fract LL 0.31 inches ------------------ - - - - -- SUM %damp'g 10 ------------------ - - - - -- Upper limit of damping for vibration to be a concern 8.0 Miller: Lower limit for Critical D >35 Ao f +2.5 4.86 >Acceptable< Wiss /Parmalee: Mean Response Rating wrt 2.5 2.84 >Acceptable< Human response Barely Perceptible HORIZONTAL SHEAR,kips Vh conc 168.5 NUMBER OF STUDS Vh steel 161.6 CALC TOTAL V Vh 161.6 100% 17.0 34 Vrqd 0.0 0.00 0.0 2 9.5 V,25% 40.4 0.25 4.2 10 47.7 V,32 "sp 7 33.4 Got, DE^+ PE• r. P- -------+----------------------- Suggest Camberl +2S -.25 0.03 FLOOR VIBRATIONS re: Murray, Univ Okla %LL,vib 15 f =1.57( gElt /WL3 )- .5= 10.31 Bare Floor 1 -3 3 Aot,in = 0.0155 Wvib= 8.60 Kips Ceiling 1 -3 2 Neff = 2.38 Mech /Elect 1 -10 3 Ao= Aot /Neff,in = 0.0065 Partitions 0 -20 2 ------------------ - - - - -- SUM %damp'g 10 ------------------ - - - - -- Upper limit of damping for vibration to be a concern 8.0 Miller: Lower limit for Critical D >35 Ao f +2.5 4.86 >Acceptable< Wiss /Parmalee: Mean Response Rating wrt 2.5 2.84 >Acceptable< Human response Barely Perceptible HORIZONTAL SHEAR,kips Vh conc 168.5 NUMBER OF STUDS Vh steel 161.6 CALC TOTAL V Vh 161.6 100% 17.0 34 Vrqd 0.0 0.00 0.0 2 9.5 V,25% 40.4 0.25 4.2 10 47.7 V,32 "sp 7 33.4 Got, DE^+ PE• r. P- 1 1 JV N iNC 7 YRIC19C. ge4l"► 4 Go�DEN Ot 'C COMPOSITE BEAM DESIGN Job Name 43=22= Job# 6550 01- Aug -94 Beam Name INTERIOR 20' B RESIDEN Engr DMH Mid,kft 29.7 ;Total Sla Thickness � -5 ; Bot Cover Plate iL Msd,kft 7.4 ;Deck Thickness, in 3 ;PL wdth 0 in Mll,kft 33.8 ;Beam yield strength 50 ;PL thck 0 in Mtl,kft 70.9 ;Conc Strength, ksi 3 ;Std dia 0.75 in Length of Beams,ft 20 ;Concrete Weight, pcf 110 ;Std Cap 9.5 kips " Beam Spacing, ft (�;)13 'n (stress ) 9.2 ; Fb 33 ksi Nominal Depth, in 1 ;n (deflection) 13.9 ;Ec defl 2,085 ksi Chosen Weight, plf 22 ;Approx min Bm Wt,plf 14 ;Wdth "T" 93.75 in Load:Unf,Mid,Thd,Qtr U ;effect slab width,in 60.0 ;SHORING >NOT REQ'Dy,n N I =int; E =edge I ;Fc,ksi 1.35 fc,ksi> 0.68 ; fc<Fc, OK Cant. O/S Bm Cl,ft 0 ; ; DEFLECTIONS L/ PROPERTIES #STUDS %COMP Seff Ieff IDL 0.62 384 STEEL BEAM only 0 0.0 23.2 118.0 SDL 0.05 4947 FULLY COMPOSITE 34 100.0 45.0 530.1 ;100 %LL 0.22 1083 REQ'D STRENGTH 0.4 1.2 25.5 162.3 ; TL 0.89 268 CALC'D STRENGTH 10 29.5 35.1 341.8 ;LNG TR 0.1 Fract LL CHOSEN STRENGTH >> >> 18 53.1 39.1 418.2 ;LT def 0.71 inches � 0 Suggest CamberI +2S- .25 .47'A FLOOR VIBRATIONS re: Murray, Univ Okla %LL,vib 15 f =1 .57(gEIt /WL3 )- .5= 7.50 Bare Floor 1 -3 3 Aot,in = 0.0124 Wvib= 16.87 Kips Ceiling 1 -3 2 Neff - 1.00 Mech /Elect 1 -10 3 r" Ao= Aot /Neff,in = 0.0124 Partitions 0 -20 2 r ------------------------ SUM %damp'g 10 ------------------------ Upper limit of damping for vibration to be a concern 8.0 Miller: Lower limit for Critical D >35 Ao f+2.5 5.76 >Acceptable< Wiss /Parmalee: Mean Response Rating wrt 2.5 3.09 >Acceptable< Human response Distinctly Perceptible HORIZONTAL SHEAR,kips Vh conc 191.3 NUMBER OF STUDS Vh steel 161.6 CALC TOTAL V ' Vh 161.6 100% 17-0 34 Vrqd 1.9 0.01 0.2 2 9.5 V,25% 40.4 0.25 4.2 10 47.7 V,32 "sp 7 33.4 1 1 7'YPrclg c 13F 9 /s 1 Go c DE N P64 COMPOSITE BEAM DESIGN Job Name Cam' Job# 6550 01- Aug -94 Beam Name INTERIOR 20' BEAM 0 Engr DMH Mid,kft 29.7 ;Total Slab Thickness 5.5 ; Bot Cover Plate Mid,kft 7.4 ;Deck Thickness, in 3 ;PL wdth 0 in Mll,kft 67.6 ;Beam yield strength 50 ;PL thck 0 in Mtl,kft 104.7 ;Conc Strength, ksi 3 ;Std dia 0.75 in Length of Beams,ft 20 ;Concrete Weight, pcf 110 ;Std Cap 9.5 kips Beam Spacing, ft ,n (stress ) 9.2 ; Fb 33 ksi Nominal Depth, in ;n (deflection) 13.9 ;Ec defl 2,085 ksi Chosen Weight, plf U-""22 ;Approx min Bm Wt,plf 21 ;Wdth "T" 93.75 in Load :Unf,Mid,Thd,Qtr ;effect slab width,in 60.0 ;SHORING >NOT REQ'Dy,n N I =int; E =edge I ;Fc,ksi 1.35 fc,ksi> 1.01 ; fc<Fc, OK Cant. O/S Bm Cl,ft 0 ; DEFLECTIONS L/ PROPERTIES #STUDS %COMP Seff Ieff IDL 0.62 384 STEEL BEAM only 0 0.0 23.2 118.0 ; SDL 0.05 4947 FULLY COMPOSITE 34 100.0 45.0 530.1 ;100 %LL 0.44 542 REQ'D STRENGTH 15.0 44.3 37.7 392.2 ; TL 1.12 215 CALC'D STRENGTH 16 47.2 38.2 401.1 ;LNG TR 0.1 Fract L CHOSEN STRENGTH > > >> 18 53.1 39.1 418.2 ;LT def 0.74 inches ------- +----------------- - - - - -- , Suggest CamberI +2S -.25 0.47A FLOOR VIBRATIONS re: Murray, Univ Okla %LL,vib 17 f =1 .57(gEIt /WL3 )- .5= 6.99 Bare Floor 1 -3 3 Aot,in = 0.0118 Wvib= 19.44 Kips Ceiling 1 -3 2 Neff = 1.00 Mech /Elect 1 -10 3 Ao= Aot /Neff,in = 0.0118 Partitions 0 -20 2 - - - - -- ------------------ SUM ------------------ %damp'g 10 - - - - -- Upper limit of damping for vibration to be a concern 8.0 Miller: Lower limit for Critical D >35 Ao f +2.5 5.39 >Acceptable< Wiss /Parmalee: Mean Response Rating wrt 2.5 2.99 >Acceptable< Human response Barely Perceptible HORIZONTAL SHEAR,kips Vh conc 191.3 NUMBER OF STUDS Vh steel 161.6 CALC TOTAL V Vh 161.6 100% 17.0 34 Vrqd 71.6 0.44 7.5 16 76.3 V,25% 40.4 0.25 4.2 10 47.7 V,32 "sp 7 33.4 1 , Z /, ( /`'l 4 7,3 P/- 4-c 7iC 72,L' slr,3 k/ /OX fee 6e 57� Vv10 n 2,61 G,- SD ,K 16XSC� 1,134, V/l0x ZZ 1,r Sze WILD so6v W/o xc4 NA, INCORPORATED 303.444.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS JOB # 7Z' 303.444.1957 FAX BOULDER COLORADO 80302 SHEET NO " / OF BY -1> DATE PROJECT �0��'t p�a� PRELIM. CHKD. BY DATE CLIENT FINAL T yPA / Jz — �vsf"G eu ( / ate - ,r // :p t$ l Y"? yvar�,s e ..-!b J ��- f /� J / !.r? --. S' - t -,•�D bru c� '� l� j Wio s ' w /vx /7 4 43 1� , PLA71(- ; iF K VIM r 1r6%e 3(:;� cf 2 k-11 2 4 ( //0X21, 6; g 'T b 1 , Z /, ( /`'l 4 7,3 P/- 4-c 7iC 72,L' slr,3 k/ /OX fee 6e 57� Vv10 n 2,61 G,- SD ,K 16XSC� 1,134, V/l0x ZZ 1,r Sze WILD so6v W/o xc4 CONSULTING STRUCTURAL ENGINEERS JOB # BY �.2 DATE ?' 10 2 4- PROJECT 59511 Pkw - CHKD. BY �� 2Gr I"tG DATE CLIENT PRELIM. FINAL 7YP, lTc gl-7s d eA., Pew e, Gv 7 = l TL C � Zoa"( , 3 A.( ( ass Cl 2` l _� L` Z� fir _ - - - - -/, 175 3.`9 - �r/lOxz 2 L --- ,cr3" z3z v L Syf-2, WlOXlsr Ar =rtl j v-ac W OW 1 7 xar (( w $K' ? <7) - ,v► _ Cr Z,3 i 1 1 3 - + 2.3 --Zos' 7.(,3t��G= S!_ _ U) 10,Y - P-�,� wpir < ?> 4�zs'f,zL��,�s� /7 17v F— ` 1Y3 — 177 =13.-53 iS13-4-E 6 =/0,7 W43x3t �40> Ai ,Go 1I' , I /B,I f3•1� =�3,7 12 4.7 2-4(- - k,3 7 S� 16, /7/ �L WgAli ls; ? , 23 -7 4 : ;- 4L ! L 3 7,4' 3 K W IUKZz- wg)(10 JVk WCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER, COLORADO 80302 SHEET NO 8 ' // OF PRELIM. FINAL 7YP, lTc gl-7s d eA., Pew e, Gv 7 = l TL C � Zoa"( , 3 A.( ( ass Cl 2` l _� L` Z� fir _ - - - - -/, 175 3.`9 - �r/lOxz 2 L --- ,cr3" z3z v L Syf-2, WlOXlsr Ar =rtl j v-ac W OW 1 7 xar (( w $K' ? <7) - ,v► _ Cr Z,3 i 1 1 3 - + 2.3 --Zos' 7.(,3t��G= S!_ _ U) 10,Y - P-�,� wpir < ?> 4�zs'f,zL��,�s� /7 17v F— ` 1Y3 — 177 =13.-53 iS13-4-E 6 =/0,7 W43x3t �40> Ai ,Go 1I' , I /B,I f3•1� =�3,7 12 4.7 2-4(- - k,3 7 S� 16, /7/ �L WgAli ls; ? , 23 -7 4 : ;- 4L ! L 3 7,4' 3 K W IUKZz- wg)(10 Nk D+COnroa►TED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # —SHEET NO S'/Z OF BY T �2 — DATE 2L PROJECT PRELIM. CHKD. BY DATE CLIENT FINAL C/ ZT d �6 1�357 s 6 s i z 1 1. - /`Z z :3s K' -5 = /3 3 I 4 A- f� �� 3 I @ W/0'r iZ tv ?,t I �;; / fS / /3, = 6 12 z 4- > s f7� qY,z PF �r iox z z V6> wboylIVIUVI uriox /. <wle)"z ii Z 1 ° Z ?G C W i��S' 1�J�`l� dr• - ',��N 46 dT� -r 2 e , 1 3 ryP•cA�L 6E4---s I 1 COMPOSITE BEAM DESIGN 12- Aug -94 Beam Name LEVELI, Mid, kft 23 Msd , kft 6 M11 , kft 52 Mtl , kft 81 Length of Beams,ft 22 Beam Spacing, ft 7 Nominal Depth, in 10 Chosen Weight, plf 22 Load:Unf ,Mid,Thd,Qtr U B =beam; G= girder B I =int; E =edge I Cant. 0/S Bm Cl,ft 0 PROPERTIES #STUDS STEEL BEAM only 0 FULLY COMPOSITE 34 REQ'D STRENGTH 2.5 CALC'D STRENGTH 10 CHOSEN STRENGTH > > >> 20 h0c oE , 4 f69K Okla %LL,vib 17 Job Name f =1 .57(gElt /WL3 )- .5= Job# 6550 Bare Floor LINE D INTX22' "I" 3 Engr DMH Kips ;Total Slab Thickness 5.5 ; Bot Cover Plate Neff = ;Deck Thickness, in 3 ;PL wdth 0 in ;Beam yield strength 50 ;PL thck 0 in Conc Strength, ksi 3 ;Std dia 0.75 in ;Concrete Weight, pcf 110 ;Std Cap 9.5 kips n ( stress ) 9.2 ; Fb 33 ksi n (deflection) 13.9 ;Ec defl 2,085 ksi Approx min Bm Wt,plf 16 ;Wdth "T" 93.75 in ;effect slab width,in 66.0 ;SHORING >NOT REQ'D< Perceptible transf slab width,in 7.2 :' - - >Y,n N Fc,ksi 1.35 fc,ksi> 0.73 ; fc <Fc, OK DEFLECTIONS L/ %COMP Seff Ieff ; IDL 0.59 451 0.0 23.2 118.0 ; SDL 0.04 5900 100.0 45.3 541.6 ;100 %LL 0.39 681 7.3 29.2 232.6 ; TL 1.02 259 29.5 35.2 348.0 ;LNG TR 0.1 Fract LL 59.0 40.2 443.3 ;LT def 0.69 inches -------+----------------------- Suggest CamberI +2S -.25 0.43 FLOOR VIBRATIONS re: Murray, Univ Okla %LL,vib 17 Vh steel f =1 .57(gElt /WL3 )- .5= 7.30 TOTAL Bare Floor 1 -3 3 Aot,in = 0.0158 Wvib= 13.76 Kips Ceiling 1 -3 2 Neff = 2.01 V,25% Mech /Elect 1 -10 3 Ao= Aot /Neff,in = 0.0078 Partitions ------------------ 0 -20 - 2 - - - -- SUM %damp'g - 10 - - - -- Upper limit of damping for vibration ------------------ to be a concern 8.0 Miller: Lower limit for Critical D >35 Ao f +2.5 4.50 >Acceptable< Wiss /Parmalee: Mean Response Rating wrt 2.5 2.72 >Acceptable< Human response Barely Perceptible HORIZONTAL SHEAR,kips Vh conc 210.4 NUMBER OF STUDS Vh steel 161.6 CALC TOTAL V Vh 161.6 100% 17.0 34 Vrqd 11.8 0.07 1.2 4 19.1 V,25% 40 .4 0.25 4.2 10 47.7 V,32 "sp 8 38.1 '- J y/ /•v -IV' 6 a.�r 7YA, 9 E q /.r COMPOSITE BEAM DESIGN 12- Aug -94 Beam Name LEVEL Mid, kft 12 Msd , kft 3 Mll , kft 27 Mtl,kft 42 Length of Beams,ft 18 Beam Spacing, ft 11.33 Nominal Depth, in 10 Chosen Weight, plf 22 Load =Unf ,Mid,Thd,Qtr U B =beam; G= girder G I =int; E =edge E Cant. 0/S Bm Cl,ft 0.33 PROPERTIES #STUDS STEEL BEAM only 0 FULLY COMPOSITE 34 REQ'D STRENGTH 0.0 CALC'D STRENGTH 10 CHOSEN STRENGTH > > >> 10 Goc oe-d PE9 Job Name doomm"aY 2, 1,A -B EDGE "J" ;Total Slab Thickness ;Deck Thickness, in ;Beam yield strength Conc Strength, ksi ;Concrete Weight, pcf n ( stress ) n (deflection) Approx min Bm Wt,plf ;effect slab width,in transf slab width,in Fc,ksi 1.35 fc,ksi> %COMP Seff Ieff 0.0 23.2 118.0 100.0 44.7 513.5 0.0 15.1 118.0 29.5 34.9 332.8 29.5 34.9 332.8 5.5 3 50 3 110 9.2 13.9 8 50.8 5.5 0.45 IDL SDL 100 %LL TL LNG TR LT def Job# 6550 Engr DMH Bot Cover Plate PL wdth 0 in PL thck 0 in ;Std dia 0.75 in ;Std Cap 9.5 kips Fb 33 ksi Ec def 1 2,085 ksi Wdth "T" 50.835 in ;SHORING >NOT REQ'D< ` - - >y,n N fc <Fc, OK DEFLECTIONS L/ 0.20 1056 0.02 10732 0.18 1192 0.41 532 0.1 Fract LL 0.25 inches I I -------+----------------------- Suggest CamberI +2S - .25 -0.01 FLOOR VIBRATIONS re= Murray, Univ Okla %LL,vib 17 f =1 .57(gElt /WL3 )- .5= 11.93 Bare Floor 1 -3 3 Aot,in = 0.0123 Wvib= 8.71 Kips Ceiling 1 -3 2 Neff = 1.13 Mech /Elect 1 -10 3 Ao= Aot /Neff,in = 0.0109 Partitions 0 -20 2 ------------------ - - - - -- SUM %damp'g 10 - - - - -- Upper limit of damping for ------------------ vibration to be a concern 8.0 Miller= Lower limit for Critical D >35 Ao f+2.5 7.05 >Acceptable< Wiss /Parmalee= Mean Response Rating wrt 2.5 3.38 >Acceptable< Human response Distinctly Perceptible HORIZONTAL SHEAR,kips Vh cons 226.9 NUMBER OF STUDS Vh steel 161.6 CALC TOTAL V Vh 161.6 100% 17.0 34 Vrqd 0.0 0.00 0.0 2 9.5 V,25% 40.4 0.25 4.2 10 47.7 V,32 "sp 6 28.6 I I J V RI /Aj C 4CF�.SS"0 d, 1 7 A, 6E COMPOSITE BEAM DESIGN 12- Aug -94 Beam Name LEVEL 2, Mid, kft 6 Msd , kf t 1.5 Mll , kft 13 .S Mt1,kft 21 Length of Beams,ft 18 Beam Spacing, ft 11.33 Nominal Depth, in 10 Chosen Weight, plf 15 Lo ad.Unf,Mid,Thd,Qtr U B =beam; G= girder G I =int; E =edge E GoG DES �`E'9 K o b Name 4 , A -B HFi Total Slab Thickness Deck Thickness, in Beam yield strength Conc Strength, ksi Concrete Weight, pcf • ( stress ) • (deflection) Approx min Bm Wt,plf effect slab width,in transf slab width,in Fc,ksi 1.35 fc,ksi> Cant. 0/S Bm Cl,ft 0.33 Engr DM PROPERTIES Bot Cover Plate #STUDS %COMP Seff STEEL BEAM only 0 0.0 13.8 FULLY COMPOSITE 24 100.0 30.8 REQ'D STRENGTH 0.0 0.0 7.6 CALC'D STRENGTH 49.96 26.0 22.5 CHOSEN STRENGTH > > >> o w otl 0.0 13.8 fc <Fc, OK : L/ 0.18 1233 .' 0.04 4934 0.39 4 oe FLOOR VIBRATIONS f =1 .57( gEIt /WL3 )- Aot,in Neff Ao= Aot /Neff,in Ieff 68.9 365.5 68.9 220.0 68.9 5.5 3 50 3 110 9.2 13.9 4 50.0 5.4 0.27 IDL SDL 100 %LL TL LNG TR LT def Job# 6550 Engr DM Bot Cover Plate PL wdth 0 in PL thck 0 in ;Std dia 0.75 in ;Std Cap 9.5 kips Fb 33 ksi Ec defl 2,085 ksi Wdth "T" 49.96 in ;SHORING >NOT REQ'D< ` - - >y,n N fc <Fc, OK DEFLECTIONS L/ 0.18 1233 0.04 4934 0.39 548 0.61 352 0.1 Fract LL 0.26 inches ------- +----------------- - - - - -- Suggest Camberl +2S -.25 0.01 re: Murray, Univ Okla .5= 14.33 = 0.0183 Wvib= 4.35 Kips = 1.17 0.0156 %LL,vib 17 Bare Floor 1 -3 3 Ceiling 1 -3 2 Mech /Elect 1 -10 3 Partitions 0 -20 2 ------------------ - - - - -- SUM %damp'g 10 ------------------ - - - - -- Upper limit of damping for Miller: Lower limit for Critical D Wiss /Parmalee: Mean Response Rating Human response vibration to be a concern 8.0 >35 Ao f +2.5 10.32 >Acceptable< wrt 2.5 3.90 >Acceptable< Distinctly Perceptible HORIZONTAL SHEAR,kips Vh conc 222.9 NUMBER OF STUDS Vh steel 110.2 CALC TOTAL V Vh 110.2 100% 11.6 24 Vrgd 0.0 0.00 0.0 2 9.5 V,25% 27 .6 0.25 2.9 6 28.6 V,32 "sp 6 28.6 r f 1 s d V /71 / N ` ', u -- - G0c,06N PEA o . . yyP. BE�•h� COMPOSITE BEAM DESIGN Job Name Ste' Job# 6550 12- Aug -94 Beam Name INTERIOR 24.5' BEAM @ 13', RES, ,1 Engr DMH Mid,kft 41.2 ;Total Slab Thickness 5.5 ; Bot Cover Plate Mid,kft 10.3 ;Deck Thickness, in 3 ;PL wdth 0 in Mll,kft 93.6 ;Beam yield strength 50 ;PL thck 0 in Mtl,kft 145.1 ;Conc Strength, ksi 3 ;Std dia 0.75 in Length of Beams,ft 24 ;Concrete Weight, pcf 110 ;Std Cap 9.5 kips Beam Spacing, ft 13 ;n (stress ) 9.2 ; Fb 33 ksi Nominal Depth, in 'n (deflection) 13.9 ;Ec defl 2,085 ksi Chosen Weight, plf -5 ;Approx min Bm Wt,plf 29 ;Wdth "T" 96.02 in Load :Unf,Mid,Thd,Qtr , U ;effect slab width,in 72.0 ;SHORING >NOT REQ'Dy,n N I =int; E=-edge I ;Fc,ksi 1.35 fc,ksi> 1.01 ; fc <Fc, OK Cant. 0/S Bm Cl,ft 0 ; ; DEFLECTIONS L/ PROPERTIES #STUDS %COMP Seff Ieff ; IDL 0.59 485 STEEL BEAM only 0 0.0 49.1 248.0 ; SDL 0.05 6121 FULLY COMPOSITE 50 100.0 88.8 941.0 ;100 %LL 0.43 674 REQ'D STRENGTH 0.3 0.6 52.3 303.6 ; TL 1.07 270 CALC'D STRENGTH 14 29.1 70.5 621.7 ;LNG TR 0.1 Fract LL CHOSEN STRENGTH > > >> 87.2 86.1 895.3 ;LT def 0.71 inches -------+----------------------- Suggest CamberI +2S -.25 044 FLOOR VIBRATIONS re= Murray, Univ Okla %LL,vib 17 f =1 .57(gEIt /WL3 )- .5= 6.49 Bare Floor 1 -3 3 Aot,in = 0.0112 Wvib= 22.47 Kips Ceiling 1 -3 2 Neff - 1.00 Mech /Elect 1 -10 3 Ao= Aot /Neff,in = 0.0112 Partitions 0 -20 2 ------------------ - - - - -- SUM %damp ' g 10 - - - - -- Upper limit ------------------ of damping for vibration to be a concern 8.0 Miller: Lower limit for Critical D >35 Ao f +2.5 5.05 >Acceptable< Wiss /Parmalee= Mean Response Rating wrt 2.5 2.90 >Acceptable< Human response Barely Perceptible HORIZONTAL SHEAR,kips Vh conc 229.5 NUMBER OF STUDS Vh steel 330.6 CALC TOTAL V Vh 229.5 100% 24.1 50 Vrqd 1.5 0.01 0.2 2 9.5 V,25% 57 .4 0.25 6.0 14 66.7 V,32 "sp 9 42.9 f 1 s JVA, INCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS // JOB # C° � SHEET NO 1 � OF BY DATE PROJECT CLOG DEN PEA yocJ PRELIM. CHKD. BY DATE CLIENT FINAL C O )VA1 E"e T 1 01V 5' 1VA,INCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS / JOB # 6 S SHEET NO OF BY T!'s DATE /Z_ 6 PROJECT t^ L DE-+ PEo2K /,/°dJE PRELIM. CHKD. BY DATE CLIENT ` FINAL 19 7 - 1,-j i0 Q C /a r , s a,.c.y Z ,s �Ur 7o�' J e r F/T 1-4 L'o-1NEC 4J —/V 904 -7.5 Z 4 6 oc. ? Ca -j ,goy J J /2 Cr f} CLou 7 8' / 4 1 ZS Z k / 33,o K (s,IG c C .3 41 6x) 2) L✓6a ?ETC 0J7 Sllouc o n/uT 4 P/ , 3 LT C, -1 ,c-n- BCgr7s /c419 , /N 6 74 WT on , o/` L Co c., 6ti /,rr w Oq LL a o -/ qT /.5a��+ SCC SC rE A9 7 C C4 (..0 Fan f l�/a� o ✓ ri J S . 0 L 3 u J I i C1 7 Y :C N s � O L � d 73 :5 7 � 3 J O Q f Q .' Q W U � m m `i C1 N O a� � N m M W � co 0 c L.L � N � Z � W C _U y L1. N LL C � O U 'D a� N C6 C7 m LU U z 07 W c� W Li W J m Q 9ER' i, C ,D ,i C- en W u, ODTT m m %o TOO o CO(n �.-IN m 40 M� Nrl rl NNN NNN NN m u'1TN7 hh00 tDOQ OOTT CO LnM TOE 40 00 NN N N-- --- NNN NN ��" M (D o �D (Oh r 00 hhCO Ln M 0 OOTO 00 Ln Or+ N NNN NNwM ��..�N NN N O R co LC! Ln Lq .r In T lD(D lD M O 00 hOCD to M TO _; X N --- --- --- -- Ln m W C N CO .r Lo Ma< T M �D �W! O 40 IL'1 �D {Dh M O COT "]-_ _ -- w 0- 0 r b a> I �n U N . �� .r LnT MMM M-DO -4: (n QtiT U �'R'q ADC O R II to m Y ! ^'•-� ., .-� �. ...... ...... .. r. C _ C O E + D m m ZJ M�� pppp Ln M of Ln iD O w hh a C Y E '0 N C3 lV NNM O N " I C - w O) T mw N N O <ao M M M .�TID ( E' o Cum 3 N "'•� C .•r v . � .. .. ...... .... .. �... a Q :E z m d to O v C M tD O- -T 00 LnMO CO Ln d dui ti .rN NNM MAW! Lq%R m M :3 y N -C ut�O N ym0.� N C O L C CNN O"' NNN NM� Ln Ln Y U Vlbs C C 0) U y 0) ^ C) — — r1 i+ 0 0 o: ._ m d d L Oi0 N In In - . — — — — .-y In V y C C am- %D q:rm 0 Ln dm CL C U(pu m O �p0 .. Ln mO DO MfM �Ln •� '..then T�O %DN + O ' �' (`o c E p d'� G)rr ' 000 N rl ti.tiN N N rl NMen r1 N rl rl N ti rlNm MOB U 0+ ` p L U OD N - O L m U N r1 = o 0)C rUUmN O=E m N C C� C Nr m m 0) 7 U E N T%D N E V T 1n at40.r T D?O �T m OO.y '0-'t .rNM Mat C O No� rlhm M Ln + Om U E dm n,, m nO .r . N .� rl .� N .� .� C `• N NNM m w w a._ 7 > (n V o O � v zz(n0Do E- C"� C"o ( o Nrn� a N a a d n u u n n n n u d �� n¢a .°.°:� ,cg ..� ei�iri vvLCi o > Y Y 046 .z x_.. U i U O) C 7 tD C 3 H 76 ,4 O R o Lo m O 00 LL/ M U E Y « V II Ln T C/; (V . O 00 h %6 In O m cn o c 0 m m� Ln to h h 00 T O O) .O O C o OD m p CL v - a E m O H tO w O N U V) d U In �D tO o T O -! M R LL'1 O Y d r O o �L0 P MM -- CO Ln to n o CO T O O N O 'D (n o C w U w W(n C m U w 7 Q 00 3 O L E 0 O) N O IO m Ln C0 0(.m Un ao o h E L a a aN It T N to M O 00 M N T n Cl. m O C 0) U 0J N M M Q In {n o Y y C w 3: 0) - j -+ Ly L: � U o� E 0 u E o X y U L O C LL 2 C C (O m C _NL X CL r r N y C 7 N N N N N m 'a m— m U C m N w > C > C V N Lc) - ti (D O N L C tp C C Vi 'yi > m O C tO .r W O a C _C 7 U V� •-� C ti >� �L 0) .m.. m m a U 7-0 C 5-40) di It � °/ c�i� n E« C E — °5 o m U m'n E E; wEd I I ao II '-' II -' 3 u E d\ a L y o A on$ t »$ tZ �� QQ z ,, (nL0M E Ej 0 a O it N N.0 cV d. II . a o o p o L C A. At 0 CL. ui m m L C C z O F U 7 LY F z O U J w w n N O uj F F H VI z z a U_ C Q z O F U z O U J w uj fn O F 7 F- N z z ui a V 0: Q NA,IKOR►ORATEO 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER, COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS SS'o JOB # SHEET NO OF BY TP' DATE �Z� y PROJECT GD L aEn/ � y o � fE PRELIM. CHKO. BY DATE ! -" CLIENT S H FINAL C'o " E C7 / "j C HECK QGo cK 0 3 '' T / / 8 f,4 4 Co O < _- - - - - -- -- T// /S SHoT_rLO - -JoT 8E /I P/zo aC.E/N 41 d(.4^ I E9 -I T(A 00 L U o/c IfEA c L- C EC,7 -f wNE2� 4r�E -9 To 6t' lC�aF is /\/a 1 C Pro, (i -,o pE 9 P2DQCE'`� A16-et 6 s 1 1c 9E4"� 1 A% CH� �'1�J�ti 7 S/9 4 5 - 6 4t v/9ri E' 7 7' Y. fc /�N6C is cH6 wT AT l/1•gc ho IrJ'f ¢X �,� w� Z - �8' QaC.T1 4 ty�K 1C R= C�.ZotC,s�x m. / T� R 8 1 R= ►.► Z - �� N `6 L/� c�1 /C � ( /,t.o f 0.33�x S$ x.23 : 2'.`/ r• GtiAa� S� s1z�c f Cr CC/ cL )x Fv f = /,Z �2,3� xr K 0, V K 2 1 � �9, Z 6aoD C4C9ic ��„� of W T /EyyY4'y �..? it x 20 - o• Jfo E. wIoTk s $ %2/r" , 1C71 w� oTyCxn WT 6n, nn CH J - - -- 3 '' T / / 8 f,4 4 Co O < _- - - - - -- -- CPCcx /,moo v /Du9c d(.4^ lC�aF CH� �'1�J�ti Q��n ell A) 7' Y. 2 jE 4 c>rio r f S �r . .s e o jf C l/1•gc ho R 6.7 ( /g xJS) T� R 8 1 R= /l, $ s 11 a 7s GtiAa� S� s1z�c f Cr CC/ cL )x Fv f = /,Z �2,3� xr K 0, V K NA. MCORMBATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER, COLORADO 80302 CONSUITWN STIIUCTW JOB # �I1.11.1FAS `SS BO o SHEET NO /� OF T. BY '/,Os DATE ' 9S PROJECT G ^� PEAK h/o d 14: PRELIM. CHKD. BY DATE CLIENT 's 'F FINAL C "�"�� C /o�✓J b✓�Q �Eq�. o ✓f R„ v F L,j /(xzC ,�� 7. S y- ��9s �a L71 RLfZq XE 5, � /` rX , J116CTia.✓ �. —oe � aA_ /L o �j Roa x t,o v 2 CA O /C B �'3 L'i I x S �7 a 56 1? a.-Tj o,ZY) x �,S k a 3SS = -73 , /S.2 oK S Fc-- oz W 2S 8�(-7J l.2 �0,3 x 0, 7� CSn s ZZ,q K /o 5/ oK as — 1- j /ox/Z i/t/4 -1fC2 (,�"!!z� -S-V a 3 / X S, c K f 7 /N ffC cr ,c /m x Z t t = O, Z'y /Z= k �13S r ( ),2_ 4 o • 33� x Cs X 0 . ZY � z 3, oc > / / oK SB /? L-j /ZX 8 „ qS jP,L7J R mA = ZC K g as. — f o,2 CS x o, S /S= y$, 2 v k� �Q3 w /ox 26 evi- 0.2C /7t /3, fps x40,2( =ZS,g > /1,n 2 /i y/3zs w/oxZ� fir 0, FAY L- 8 'A has = (/,t - t o. 2Y)n(s k0, 2( z ZY, >2t,y ok Y0 Z w /o Z j s 6,Z 4,/ ,q, : ( j))a ?e G, 2 y rvti 1KORPI IE � /C,/ ok 303.444.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS 303.444.1957 FAX BOULDER COLORADO 80302 JOB # ` `r SHEET NO �`r OF BY 72 DATE --9 PROJECT r' o L p E'J 1 , 9 h y °JO PRELIM. CHKD. BY DATE CLIENT S H FINAL S'o /O .JJ wE6 7 17, r4l fCDa ' y a, 2Y)xtS x o.3S z- X2.7 2SE� oK �Q3 w /ox 26 evi- 0.2C /7t /3, fps x40,2( =ZS,g > /1,n 2 /i y/3zs w/oxZ� fir 0, FAY L- 8 'A has = (/,t - t o. 2Y)n(s k0, 2( z ZY, >2t,y ok Y0 Z w /o Z j s 6,Z 4,/ ,q, : ( j))a ?e G, 2 y -23,� � /C,/ ok no (/. o V?- V w 7, D k Q Y C C J' to ,V 3R D F C.o 0 4, /moo w L D 7 ti o r o D L E ^1 S, f'C.coe-t. S'f FC 400 1 // / i /r s .7 Ticy g x 8 x / _ w f`- 96 h 4, L Pu't i Np Co «. ql.(- 1VA, INCORPORATED /y o CO6C Co -4 ap /0„0-1 o.., L E ,0 c (a 303,444 . 1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS ` Z 303.444.1957 FAX BOULDER, COLORADO 80302 q 6 JOB # .3 Y.3� /. Z SHEET NO /� OF BY Ti p ' _ DATE - y PROJECT G ° Q E"� �E K /�1�0 J G� PRELIM. CHKD. BY DATE CLIENT i S€ H FINAL C o ...R�3 6'-1 O e O 7'X CAL 6e-n of 0 e`7 x ui vey - S" ( /;r Ca f� t.w09C. L rlt. 0ll� QE 9 h To ',9 C 1- o f w A c. I-) ?'o F o f 1e - To /° 0, s .7 Ticy g x 8 x / _ w f`- 96 h 4, L Pu't i Np Co «. ql.(- /' .c= /y o CO6C Co -4 ap /0„0-1 o.., L E ,0 c (a Z �06ef Fes. Ee .3 Y.3� /. Z Cr o G Cfs I -"� TJ r Np Co «. ql.(- /' .c= CI O CS -roP -- .__.. 79 +YA L= YS,g z NA, 0000OPORATED aa^wvm omomKE STRW ' 303^w.m7 W BOULDER, COLORADO OW ��=�"=`�°'^°°'" Joo# SHEET NO Of--_-_- mY ZZS DATE � PROJECT PRELIM. #Hmo.BY _____- DATE --_________ CLIENT FINAL 0 AP 4 6 AO P4��'�� r --- �- / / C. GOLD[M PEAK �� )Z=^+� p/w yz/�� *�� STUD SHAFT AFTER WELD �EAD HEAD 0ESI�HATIOH DIAMETER LENGTH DIAMETER TH{CKME�� e MUMBER [IMCHE�] [lHCH[S] [IMCHES] ClMCH[�� [CH[S} IN ------------------------------------------------------------------ 17.00 0.750 6.000 1.258 0.375 5.625 SPACING SPA TN MUI8ER [CC[MTRICITY CONCRETE OF OF 0F IM �TREMGTH ' COLUMNS RU __________� _________ MCH�S [P -------� _______RUWS 5.00 _________WS 6.00 2.@0 0.00 3000 LENG TH 0F ST[[L PLATE = 14.00 lMCHES AMD WlDTH = 8.08 INCHES. THE ULTIMATE CAPACITY IF STEEL CONTROLS IS 79.5 KIPS ll h Puc^ [Fu s ear cone] = 32 0 KIPS . Afc= 171.8 50. INCHES gpo= 79.6 SQ. INCHES ~~ AREA OF FULL CONE - [DI�ZES= 171.8 SQ-. INCHES TOTAL AREA REMOVED [OVERLAP + ED,GES3 = 79.6 SQ. INCHES puc' [Partial shear cone}= 17.15 KlPS Suc'= 12.4 KIPS THE ULTIMATE CAPACITY IF CON CRETE CU�TRQLS IS 49.70 KlPS _ - _-_ --- N -- / F'uc' CFU 1 shear cone) = 32.0 KIPS Y Af1_= 1 'SQ. INCHES 303.444.1951 NA, NCOQORATED 09 SPRUCE STREET ' A c• . 9 1 .3 1-74 I AREA OF FULL CONE - EDGES= 61. SO. 303."1.1957 W BOULDER, COLORADO 80302 TOTAL AREi� REt1OIJED 'OV E R LAP + E CmmTK STRYCTU"t ImulEks p 1 -ic (Group act i on) = 17. 22K I P_ JOB # 42 S l_O SHEET NO p ' I OF . �gypp �c BY � — DATE / 6 - S y PROJECT CC L OE " A K ,yo J Alf PRELIM. ' ST�JG SHriF T AFTER tdELD CHKD. BY DATE CLIENT S ^� • D ° ' S" N� /C /N-s, FINAL THiCKt ±ESS Le C I HC:HES 1 NUMBER: C I NCHEti) ( I NCSES) (INCHES) - - - - i I NCHES) -- ----------------------------- 1 ?, J-j 0. 7.5:0 F 000 t _ - Aw i � i f 1 GOLD PEAK STUD SHAFT AFTER WELD H HEAD DESIGNATION DIAMETER LEhii;TH DIAMETER THICK"NES'S Le 1U IBER CINCHES) CINCHES: f.Itit =HES:� (INCHES! -------------- --------------- CINi1HES) -------------------------------------- .- 0 1 t' . ki,7�kt 6.00 1. Lt 5 .5. E ' 2 5 �P1�C•I =.PAC I NG NUMBER ECCEN T R I C- I T 'i' CONCRETE ;jF Ur O I N _ STRENGTH COLUMNS RC _ - R`LfIuS I rl C H =' — — — — — — — — — — !t`JI! — — — — — — — — — — — — — G — — — — — — — — — 6. C = + Li — — — — — — — — — — — — — — — — — . . 0 0. ki0 .3000 LENGTH OF STEEL PLATE = 14.00 INCHES AND WIDTH = 2.00 INCHES. LEFT 'SIDE STUDS ARE 2.90 INCHES FROM EDGE OF CONCRETE. Jar Y THE UL IMATE J CAPAC_ IT`S —1 ' J . 1�. � P • l IF STEEL C1_NTROLS IS F'uc' CFU 1 shear cone) = 32.0 KIPS Af1_= 1 'SQ. INCHES A c• . 9 1 .3 1-74 I AREA OF FULL CONE - EDGES= 61. SO. INCHES TOTAL AREi� REt1OIJED 'OV E R LAP + E = 198.61 SIB. INCHES p 1 -ic (Group act i on) = 17. 22K I P_ =uc'= 12.5 KIPS ULTIMATE 1•APAf-ITY IF, 0NCRETE CO ; 49.ri,3, �s,j�',��.,.�•., -_� { - GOLDEN PEAK 2 ROWS 1 FREE EDGE AND TOP EDGE ' ST�JG SHriF T AFTER tdELD BEAD HEAD DESIGNATION DIAMETER LENGTH DIAMETER THiCKt ±ESS Le C I HC:HES 1 NUMBER: C I NCHEti) ( I NCSES) (INCHES) - - - - i I NCHES) -- ----------------------------- 1 ?, J-j 0. 7.5:0 F 000 t _ - L L Ir m L SPAC I N Q 1 SPAC I NG N U . M E E R ECCENTR I f_ I T 'i c.3 Pi CR'E + OF C fiF I hi S T R"E' iG T H 1� R :Ob.I�. iti+ tiE CPS1 I 4. J_ �.. _ - i_� H IIF STEEL PLATE = 14.00 IfiCHES AND WIDTH = :x.00 INCHES. LEPiGT L EF T STI1G''S AF,E 2. fall INCHES Fh:OM EDGE OF CONCRETE. -rOP _TU S ARE 6.20 INCHES FROM EDGE OF C THE ULT IMPTE CAPAC IF STEEL CONTROLS I' 7';_ . 5 KIPS Puc' [Full Shear cone)= 32 KIPS p: c= 1 - ( , 1 .8 SIB. INCHES• AF'o= 8". SQ. INCHES AREA OF FULL CONE - EDGES= 61.09 SCE. INCHES TOTAL AREP REMOVED COUERLAP + EDGES) = 198.61 SCE. INCHES F' luc (Group �roup •act i on" = 17. 22�: I P'S Nk NCONORATE[D 303.444.1951 819 SPRiICE mn3:r 303.444.1957 FAX SOLIDER, COLORADO SM COIISVltM14 SIEVCTY..I EI141ME[ES � o , �• JOB # 's' -O SHEET NO 9- 7 OF BY 1" p DATE 12- 6 y PROJECT G 25 - 196 ^ 1 10 1.1 iJ SE PRELIM. CHKD.BY_ DATE CLIENT .Tni�E✓Do -i NorK /'vl FINAL 46EDDE10 P4A7ES I�C1L'JL11 r'L Hr. tc,uw z LL Lzt r ft- C -L STUD = •HAF,T A WELD HEAD HEHii DESIGNATION DIAMETER LENGTH DIAMETER Tsai; ::KNE SS LE NUMBER C I NCHES7 (INCHES) CINCHES) f I iiCHES 3 C I NCHE j --------------- -------------- ------------------------- 17. 00 0.750 1 0.000 1 . 250 0.375 .5. t•2_, r SPACING SPACING N1MGER EC0ENTRICIT C OF OF .�F Ti- - • TF:cN��TH C 0LUMNS P.0W ,x.061 S I NCHE ------------------------------------------------------------------ LLNFTH OF .' PLATE _ 1i+.1:� Iit(HES AND WIDTH 8.00 IrilTeL'�. LEFT SIDE SCUDS A RE 2. 00 INCHES FROM EDGE 1 3F CONCRETE. RIGHT SIDE STUDS ARE 2.00 INCHES FROM EDGE � �F CONCRETE. THE ULT CAPACITY IF 'STEEL CONTROLS IS 79.5 KIPS Puc' (Full shear cone)= 1 .2. 0 KIPS A +c= 171.8 S.Q. INCHES AFC= 87.8 SQ. INCHES AREA OF FULL CONE - EDGE'S= 61.0 SG. INCHES TOTAL AREA REMOVED (OVERLAP + EDiES1 = 198.61 SE. IITCHES P' uc (group act i cn) = 1 1 . 85K I PS Suc' = 8.6 KI THE ULTIMATE CAPACITY 'IF CONCRE CONTROLS I5 34.34 KIPS tr= ►LDEri FENr�: 2 'r?l►L1S '� EUi�t� t KEE.� t L�'��`•�C'� .�� STUD SHAFT AFTER WEL HEAD HEAD DESI G NA TI ON i� I i i11tTER LENu D I AMETcR Tip i i+k.NE65 Le • NUMBER (INCHES) C I NCHES'• -_ (INCHES) -- C1 N HES1 - -- ---- CINCHES} E4 '17.00 0 . 50 F 1300 1 . _� ° j r_1 • Piu. 6ER ECCEPiTk 1 CI T Y �=ONCRE'E P`1i;iNI; = •P;ICING I � ;TRc H Cyr Cis ----- ------------------------ C, On 3;_t;j11 . 00 b. k1 LE�ii�TH 1719 =. T FL PLATE = 1 =, -1(s IN�1HE° i�ND uiI(ETH IRE =HtS. r .Ti ARE: 2.00 IrjCHES FROM EDGE OF CONCRETE. LE S I , �C: FIGHT SIDE 'T' DS ARE 2.00 INCHES FROM EDGE OF CONCRETE. TOP STUDS ARE 6. INCHES FROM EDGE OF CO NCRE T'_ THE ULTIMATE CAPACITY i F }TEFL CONTRO P1-1c' (Full YheaT cane]= 32.0 KIPS A +c= 171.2 SQ. INCHES APES= 87.9 SQ. INCHES AREA OF FULL C - EDGES= 61. SCE. INCHES - TOTAL AREA REMOVED (OVERLAP + EDGES) = 188.6 SIDE. INCHES P' uc CGrouP act ion) = 11 .85KIP' NA. XIMPONmM ' ao^w.Ml om SPRUCE nxe, ' =" 303^w.mS7wm BOULDEKCOLDRAW SM Como" "°�°="="= JOB w SHEET NO OF--_-_- � By _^ro -___' DATE PROJECT G PRELIM. T oHKD.mY_ DATE CLIENT FINAL - --' '------- acvo gf 76S ------- -- LioL-oLn ' STUD S.HAFT AFTER WELD HEAD TH1cxnHEAD[SS Le. DESIGNATION L[MGTH DlAMETER [�MCHES] [lMCHES� [lHCHE�] [�MCHES� [-INCHE � MUMS[R _________________----__________________ ------------------------ 0 375 5 625 --- 6 080 1 250 . . 17 00 0.750 . . ' . �PAClM� �UMBER ECCEMTRlClTY COMCRETE SPACING UF GF OF lM�:ES -��-�� C0LUMMS ROW ___ R � ____________�n___`_________ ------------ '`_.-- --------------- J0A0 Q �8 6 �0 2.0@ . ---- 4. 00 ^ _______ LE��TH 0F STEEL PLATE = 20.00 INCHES AND WIDTH = 8.0� lMCH[S. TGP STUDS ARE 6.00 INCHES FROM EDGE UF C0MCRET[. THE ULTlMAT[ CAPAClTY I STEEL CUMTRULS IS 79.5 KlPS ll hear cone KIPS ]= 32 0 [F s puc' u�^ `.~.. �_�-' __ - �� Afc= 171.8 SA. lMCHES Apo= O7.9 SQ. INCHES 171 8 �Q INCHES AREA OF FULL CONE - EDGES= ^ ^ 87. g Sg InCHE TOTAL AREA REMOUED (OVERLAP + ED�[S] = . t ` �ear conel= 1� '�-�I�� S lS 33 10 KIPS �� /F COnC�E L� �un ` �u� '_' . ~m G PEAK 2 ROWS TOP EDGE tt& H[AD ��. . STUD SHAFT AFTER��ELD Dl THICKNESS Le . DESl�MATIG� DlAMETER [ � �� |�] � NUMBER n "n E S] [IHCH[S] [lMCHES} -k-.INCHES) _____n�______________________________ --------------------- 1 230 0 375 5 625 �m 17.00 0.750 6.000 . . . | ' M��B[R ECCEnTR 1 I�� COMC�ETE S r �CI�� PACIM� OF I� STR[nG T 8� UF �UQS l�CH[� CULUMHS _ ------------- ---� 3@�W �� --- 2 08 8 �8 4.00 6.00 . , On LEN, GTH 0 T[[L PLATE = 14.88 INCHES AND 8.00 1 [S. TGP STUDS ARE 6.00 lHCHES FROM EDGE OF COHCR[TE. U TY IF STE[� CONTROLS IS 73 5 KIPS � THE ULTl�ATE CAPACl , puc^ [Full s�ear cone]— 32.0 KIPS Afc= 171.8 SQ. IMCHES APo= 87.9 INCHES AREA OF FULL CONE - EDGES= 171.8 SO. IHCHES TUTAL AR[A REMO�ED [8V[RLAP + ED�ES} = 87.9 SQ. INCHES -- ti l shear cone}= 15 62 KIP':: puc^ [par a , Suc'= � IF CONCRETE CONTROLS IS 45,25 KIPS THE THE ULTI�ATE CAPACITY IF STEEL CONTROLS IS Puc' [Full shear cone]= 32.0 KIPS AFc= 171.0 SQ. INCHES | APo= 87.9 SQ. IMCHES -- AREA OF FULL COME - EDGES= 171.8 SQ. INCHES TOTAL AREA REMOVED (OVERLAP + EDGES) = 87 9 S� Puc^ [partial shear cone]= 15.'62 KIPS ^ ^ Suc'= 11.1 KIPS _ THE ' ULT�tATE_CAPAClTy_IF CONCRETE CONTROLS IS L o[M PLuK RVW!:� 1 Lou L �xe_t 119.3 KIPS IMCHES 66.54 KIPS . STU0 SHAFT AFTER WELD H[AD PAR. NXMFA40UM � DESI�MAT�0H DIAMETER �EM�TH DlAM[TER 303^44."51 omonoommET ' La MU�B[R [lMCHES] [IMCHES� 303^44.1957 FAX BOULDER. COLORADO mM [IMCHES] "°°"OG"AK"�`"ONEIRS --------------------------------------------------------- 17.08 JOBw SHEET NO OF- 1.2�0 13Y 7ZS mmvs � PROJECT PRELIM. � SPAC%nG cHKD'mY______' DATE -_________ CLIENT FINAL OF GF AO AO 4f AO p/ A? 716 S' lti � �~ C8LUT1 r iS R0WS R8�S �-- - lHCHE� GULD[M PEAK 3 ROW MO FR[[ EDGES 6.00 3.0A ' ^ ST�0 DESl&HAT1UM ShAFT DT IL AFTER WELD HEAD HEAD LEM�TH DIAMETER - HlCKM[SS LEMCT� Gr ST[EL PLATE = 2Q.@8 lNCHES AMD W[0TH = 3.0�1 [IM � CHE� �IMCH[S] Le ___MUMB[P_____[lMCHES] ��------------- [lMCHES] [IM C S �E] 17.00 0.7J 8 6 ^ ^ 000 1 250 & . 375 5.625 SPACl�� PACIM� MUNBER [CC[HTRICITY CONCRETE � _ CO R ROW' OF lMlME� CH STR[M�TM _____-_---_--__________________"~� _____________ [P�l] 4.80 6.80 ______ ---- 3 00 8 8@ -------- L[ MG TH G STEEL PLATE = 20.00 lMCH|S AM0 WlDTH = 8.00 {�CHES. THE ULTI�ATE CAPACITY IF STEEL CONTROLS IS Puc' [Full shear cone]= 32.0 KIPS AFc= 171.0 SQ. INCHES | APo= 87.9 SQ. IMCHES -- AREA OF FULL COME - EDGES= 171.8 SQ. INCHES TOTAL AREA REMOVED (OVERLAP + EDGES) = 87 9 S� Puc^ [partial shear cone]= 15.'62 KIPS ^ ^ Suc'= 11.1 KIPS _ THE ' ULT�tATE_CAPAClTy_IF CONCRETE CONTROLS IS L o[M PLuK RVW!:� 1 Lou L �xe_t 119.3 KIPS IMCHES 66.54 KIPS . STU0 SHAFT AFTER WELD H[AD HEAD DESI�MAT�0H DIAMETER �EM�TH DlAM[TER THlC�MESS La MU�B[R [lMCHES] [IMCHES� [[MCH[S] [IMCHES] [lMCHE�� --------------------------------------------------------- 17.08 0.730 S: .080 1.2�0 0.375 5.625 SPACIn � SPAC%nG MUM8ER ECCEnTRlCITY C�nCRETE OF GF OF lti STREn�T� C8LUT1 r iS R0WS R8�S lHCHE� [PSI] ------------------------------------------------------------------ 4.0 6.00 3.0A 0.00 Z@8Q LEMCT� Gr ST[EL PLATE = 2Q.@8 lNCHES AMD W[0TH = 3.0�1 IriChES. LEFT cl�_:-E STUDS AR[ 2.00 lHI' _�HE RCM [DCE 0 CUnCRETE. THE ULTlnAT[ CAPAClTV IF STEEL C0NTRULS IS 1l9.3 KIPS puc (Full shear come 32.0 KIPS Afc= 171.8 SQ. IMCH[S APo= 87.S SQ. INCHES AREA OF FULL C0141[ - EDGES= 61.09 SQ, INCHES TOTAL AREA REMOVED [OVERLAP + EDGES] = 198.61 SQ. I.iCHES p^uc [Grour- action 17.22KlPS 12,2 KlPI; ri:;oC,rT , `r ��"�pFrC' LEFT SIDE STUDS ARE 2.00 INCHES FROM EDGE OF CONCRETE. TOP STUDS ARE 6.00 INCHES FROM EDGE OF CONCRETE. THE ULTI MATE CAPACITY IF STEEL CONTROLS IS Pul_' (Full shear cone) = 32.0 KIPS to A+c= 171.8 Sid. INCHESS APO= 87. INCHE'3 AREA OF FULL CONE.- EDGES= 61.09 SIB. INCHES Im AREA REMOVED [OVERLAP + EDGES) = 193. 10 1 F•' uc CGT OUP act i on) = 17. 22K IPS Suc' = 12.2 KIPS- THE ULTIMATE CAPACIT I F CONCRETE CONTROLS GOLDEN P EAK 2 EDGES FREE 3 /Lows 119.3 KIP SSE. INCHES IS 73.37 K STUB `. AFTER WELD HEAD HEAD _ DES 1 GNAT I � IN DIAMETER LENGTH D I Ai iETER TFi 1 CF;1iE'S a (INCHES) CINCHES ) Le C i NCHES) CINCHES) NA. WCOMORATED CIN '., HE S CINCHES __ -----------------------_------------------------ ----- �:N i F i �1 6. 000 -1 .2 tiH K! .: i` _ 5 . T - _ 7125 SPACI 303.111.1951 1319 SPRUCE STREET ECCEN 'I F' I L i T; COMSUITNK STRUCTURAL EM N(E.1 OF C0LUMtiS eQ S '0 OF r R:�j: dS 303.111.1957 FAX BUULDER COLORADO 80302 �� L- 00 6.00 -------_-------------_-- JOB # MS SHEET NO OF BY 7PS DATE � 6 y PROJECT �' L OE ^� PFA K Ha cj S PRELIM. ' CHKO. BY DATE CLIENT S^'�'-� �O "� 4"040A." FINAL C E C 710 wl AO 10 gf AO L,1 ii_utrt I'ti- K ,S 3 Ukk'�. 1 tiJtat r irttt t Gt tt�t,t r Ktt 1 UD. SHAF AFTER. WELD HEADD HEA DES DIAMETER LENGTH DIAMETER C I NCHE - c NUMBER CINCHES) CINCHES) C I NC'HES) - -- -- THICKNESS 1_ I NICHE= i 17 --------- ij 7.5 0 - - - 6.0 1 . 25C� 0.:,47 5 5 . 62 F H�_ I riG SPACING NUMBER E �CENTR I C I T Y CONCRETE O r t;F i ri STRENGTH 0 F COLUMNS ROS Rc►w INCHES ----------------- - LENGTH OF STEEL PLATE = 20.00 INCHES AND WIDTH = U.0 INCHES. LEFT SIDE STUDS ARE 2.00 INCHES FROM EDGE OF CONCRETE. TOP STUDS ARE 6.00 INCHES FROM EDGE OF CONCRETE. THE ULTI MATE CAPACITY IF STEEL CONTROLS IS Pul_' (Full shear cone) = 32.0 KIPS to A+c= 171.8 Sid. INCHESS APO= 87. INCHE'3 AREA OF FULL CONE.- EDGES= 61.09 SIB. INCHES Im AREA REMOVED [OVERLAP + EDGES) = 193. 10 1 F•' uc CGT OUP act i on) = 17. 22K IPS Suc' = 12.2 KIPS- THE ULTIMATE CAPACIT I F CONCRETE CONTROLS GOLDEN P EAK 2 EDGES FREE 3 /Lows 119.3 KIP SSE. INCHES IS 73.37 K STUB SHAFT AFTER WELD HEAD HEAD _ DES 1 GNAT I � IN DIAMETER LENGTH D I Ai iETER TFi 1 CF;1iE'S a (INCHES) CINCHES ) Le C i NCHES) CINCHES) N'UMSER CIN '., HE S CINCHES __ -----------------------_------------------------ ----- �:N i F i �1 6. 000 -1 .2 tiH K! .: i` _ 5 . T - _ 7125 SPACI SPAC I LNG .. TI N BER ECCEN 'I F' I L i T; C1 ri -0 RE. l t ST K,ENG T H OF C0LUMtiS OF R0WIS OF r R:�j: dS I N iFi? HE_ i_F =I_L 00 6.00 -------_-------------_-- LENGTH OF STEEL PLATE = 20.00 INCHES A WIDTH = 63.00 INCHES. LEFT SIDE STUDS ARE 2.4x0 INCHES FROM EDGE OF CONCRETE. RIGHT SIDE STUDS AR 2.00 INCHES FROM EDGE OF C ONCRETE. THE ULTIMATE CAPACITY IF STEE C ONTROL: - :. IS 115.3 MPS (.. Puc' (Fu shear cone = 32.0 YIPS A +c= 171.3 SQ. INCHES APO= 87.9 SQ. INCHES AREA OF FULL CONE - EDGES= 61.09 Sly. TOTAL AREA REMOVED COVERLAP.+ EDGES) W. P' ul_ (Group act i on) = i 1 . 95K I PS INCHES 191.61 SCI. INCHES MOM NA. ECOVOORMEm ao^w.M nmSPAmonnw ' ^^ "o^w."57mx mxM COLORADO mom "DN°MTI*G STRUCTURAL MA°~ JOB # -A- SHEET NO OF-----_ -- ( � I Mill ° BY DATE PROJECT PRELIM. CHKD.mY_____ DATE _-_______ CLIENT FINAL U' � 0LDLMPEAK 3 RUW � ED�[S �REE T0P ED�E FREE - STUD SHAFT AFTER WELD HEAD H[AD DESIGNATION DlAMET[R LENGTH DIAMETER THICKNESS Le NUMBER [lMCHE S] [IMCHES] [lMCH[S] [�HCHES� [IMCHES] _-_____---__-----_--_--_----__----_--_---_---_---------_---_--_--_ 17.00 0.750 6.800 1.250 0,375 5.625 ' ' SPACING SPACIMG MUMB[R [CCEMTRIClTY CONCRET[ OF 0F OF lH STR[NGTH COLUMMS ------------------------------------------------------------------ R0WS R0WS IMCHE S [PSI} 4.@0 6.00 3.00 0.00 3@00 LENGTH OF STEEL PLATE = 20.00 INCHES, AND WIDTH = 8.00 I NCHES. LEFT S1 DE STUDS ARE 2.00 INCHES FROM EDGE OF CONCRETE. RIGHT SIDE 'STUDS ARE 2.00 1MCH[S FROM EDGE OF CGHCRET[. TOP STUDS. ARE 6.80 INCHES FROM E0CE OF CONCRETE. THE ULTlnATE COPAClTY IF STEEL C0M7ROLS IS: 119.3 KIPS LENGTH 0F STEEL PLATE = 20.00 !MCHES AND WIDTH = 8.00 lNCMES. TOP STUDS ARE 6.08 INCHES FROM ��GE OF CONCRETE. THE ULT%MATE CAPAClTY IF STEEL CONTROLS lS 113.3 KIPS puc' [Full shear cone]= 32.0 KlPSE APO= 87.9 SQ. INCHES AREA OF FULL CONE - EDGES= 171.8 SQ. IHCHES TOTAL AREA REMOVED [OVERLAP + EDGES'j = 87.8 SQ. INCHES puc' [Partial shear cone]= 15.62 KIPS Suc'= 11.1 KIPS THE ULTIMATE CAPAC I IF C0MCRETE CONTROLS IS 66.54 KIPS P [Full shear cone]= 32.0 KIPS -- At- c= 171.8 SQ. INCHES APO= 87.9 SQ. lMCH[S AREA OF FULL COME - E0GE'? = 61.09 �Q. lMCHES T0TAL AREA REMOVED [OVERLPp + EDCE�) =198.6 SQ. lMCH[S p'uc (Croup actionJ= 11.85KlPS Suc^= 8 4 KIPS . TH[�ULTlMATE , CAPAClT� IF COMTROLS IS 50.*9 KIPS � . -_�-_ STUD SHAFT AFTER WELD HEAD HEAL) DESIGNATION DIAMETER LENGTH DIAMETER THlCKMESS Le NUMBER [lMCH[S] [1N CHES] iIMCHES] [lMCHE�] ___[I riCHE53 -____-__-_-___--_--___--_--___-------___---_-___--_-_-- 17.00 0.750 6.0 00 1.250 U.375 625 m . . |� | SPACl PAClMG ECCEMTRlCITY CONCRETE ' OF �F Q� lM �7REMG�H COLU�HS �OHS R0WS lHCH�S _________ �m _____------------------------------------------- 4.00 6.00 3.8@ 0.08 3800 LENGTH 0F STEEL PLATE = 20.00 !MCHES AND WIDTH = 8.00 lNCMES. TOP STUDS ARE 6.08 INCHES FROM ��GE OF CONCRETE. THE ULT%MATE CAPAClTY IF STEEL CONTROLS lS 113.3 KIPS puc' [Full shear cone]= 32.0 KlPSE APO= 87.9 SQ. INCHES AREA OF FULL CONE - EDGES= 171.8 SQ. IHCHES TOTAL AREA REMOVED [OVERLAP + EDGES'j = 87.8 SQ. INCHES puc' [Partial shear cone]= 15.62 KIPS Suc'= 11.1 KIPS THE ULTIMATE CAPAC I IF C0MCRETE CONTROLS IS 66.54 KIPS ,VA. INCORPORATED 303.444.1951 1319 SPRUCE STREET CO NSULTING STRUCTURAL ENGINEERS / � a 303.444.1957 FAX BOULDER, COLORADO 80302 91 " l V OF JOB # SHEET NO BY 7/ DATE �Z_ 9 y PROJECT c5o D � 106'q K y o y JE PRELIM. CHKD. BY DATE CLIENT ' € y FINAL -C L ° ^' ' d C 7 / /3 r, s / c n 09 t? /ti 6 7f/ C - s /c Co'a c 2 efE wi9LL s — Ei"i,QEovEa pC ATE Ep6E E�►O a f # ty� S Z. CoNO /T /o.jJ a d „ p o w ; T 0 S7JOS p F pb F K PuR /7.� s Lo AI-Z, 11-7 I C✓ l Z �'� q �, l Tor o f w.9 C L L R 9 8' Loj 12X of wA,� L / /9 '%- L / P .--j •a ` /GN'k 7YP/ c / -6*7C t7 AlC Pu2Li�J) A yr w x3o 513 /� w /ox / Z,l — Z SQII x/S /o /2 J, CoA'v E2 Z Sf32� w /n)c /Z y . Z Co2�E2 7'or L S d Z C w /n X r 2 Y L C- TQ L S!S Z i -xiZ lR 3 C�2.,,E2 ToP L sa Z9 w /0-x yo 11 L Z -- t/ -- C oe-. v Lr^ y /S 33 w ! ° x .t -- - - -- - - - -- y Bay io x %?- - - - -? -- -- �. •>`� �� z 3�e o Fco.1 3E13�g wry �i2 gR� � oz� �ti L 313 8 3, 1 � t y 6 - /01 x z - - - - -- 3/I w 1 � X 2 L Si C a�^iEti Z /ST fL °oti /o, NA. 1KORPORATED Z 140/Y IQf w/ °x21- 303.141.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS /� .•+ ' 303.444.1957 FAX BOULDER DO COLDRA 80302 91 L JOB # /o SHEET NO OF BY TI DATE /2 9 Y PROJECT G° LP C ^4 P E 191C j1 o uJ tr PRELIM. CHKD. BY DATE CLIENT 4 ; /'/ 1Qf FINAL 2 / s3 7'0 Ca - j coozCf c..AL, L- EMQEo i'c��Er Z I rot CaiLvEI'l _ Z -- 1 w l -x t L- Z . a 13E 9n S /2E E/�6E P c�- ��.��.�. Ro �¢` Z-0 F LOES 2 7 1* Z, az s ST l3 z s T ,r Z Co &-'o ? X4 V f Zl1 ww x � Z Z, [ C.otI'V" Z ZQ� Li - A 7 E -Z w to x 2 L >o is C� ti vL� ti L 4`/•ve ft E., /o yc /Z /D,o Ta P L ZQ2/ w /ox ZL /0, 70P Z Z a22 L.-o X27- /vRf. Tu/ Ego o..� sivr Z /3 t w /oyc 2 L 7, TeI 6- oti� 1 s. at I w /o i z Z. ?b C ^'o o,vC J�OC Z- 7-011 Lj /o X /Z y.�/ E.vO /Jo�4 j ,o 2r /ST fL °oti /o, — Z 140/Y IQf w/ °x21- 7,yt 3,!a C�ti.�.��_ ? CAJLC /� .•+ W/o hZt /o.5 Cort..i Eti L /o CdeL A_ Z /Q tr r' w low Z �, 7 C a 'OL Z.. 1Qf W / O ?K 2 / 7o jo t, 63 w /ox2 Z I rot CaiLvEI'l _ Z -- 1 w l -x t L- Z t T° P C. O I L -,Cti. L IJ I N w III Z- xS6 7 1* Z, az s w /zXsa z s T ,r Z r 4w CONSULTING STRUCTURAL ENGINEERS JOB # 6 5 -5 b BY C8w DATE ' 1235 PROJECT GOI en Pe HQ —Sl CHKD. BY DATE CLIENT SnQWQ16 n P 6P k , h rj W 5tiffeners. CQvit IIeocre d UJ IOx ?2 Ini e r "or loa I1 x , 75 FI E� F A. = (z 5X. 24) f (0.375X5.75- a.24) = 3.511n P= ( 3.51,Y6x36)z , S Inter ;br S not Rc o-ct 1VA. INCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1951 FAX BOULDER. COLORADO 80302 SHEET NO 11 6 OF PRELIM. FINAL (,, C.-24 (6 = R R �k 3,7 of fcc'f;ve ujrb 5,5 ; 2 Pq: r A:.(25X•�4)�f P = �5.57.Y.6)E�6,1 =120 R = (. (6 -+ (2X .25))) = _&Q R (JSX36)Lo•35(6 t1.2S) 7 =�3 Po-ir 6f _ (25XD.3S) +(0.375)`8'0.35) - 5 - '7.2 ;h WW 1= - - / - - - - - - -- -- Ihi - cf or = (.35)(36)[ E hot �. PQ; r 3 S s1 f F5 A (2SX. - 7 ) t- (',? ?5 0 - 0 . 3 )) _ - 7.03 P _ (7 3� �6)(3 ' 32 - - - -- . - -- -- - — - Ih+er 'Or R = (o.75x3(;To.315 (6 + = - 76k._ En a K eGj i o h R = (0.751"36L.315(6 + /.125) - 3 �R S A = (25)'o.515) f( STSA -.31 5) - 5.36 �n P ._(5.36 X. 6.X36) - ,L I< 2 Pa.r P = (8 1VA,INCORPORATED 303A44.19S1 1319 SPRUCE STREET 303A44.1957 FAX BOULDER, COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # 6 :5:5 O SHEET NO 1 OF BY CE U DATE 1 PROJECT G o 10l tf h P':-' 4 l<- 14 0 L-( r CHKD. BY DATE CLIENT SY) Q wQt0 n (I 1 0P k' 5 PRELIM. FINAL ST //�/�E�✓ER.! lllZ°- � S -( ;ff co') Wlbx� Iht -c r;Or (0.75X3 +.875 D = 48 3 7S xS. 77 - O. 24 3.7 G P = (3.76X. 6)(3 G� . 81 K 2 Pa ;r 3 /8 s7 Ffs A = (25�!�GJ� t Sy S. 7 - a,� _ s•o� Need 167 A 7 = 7.73 i n r , : 7.73 - (�2S N o L:v -c 1 (e d(It c O _5 c - c - 5.77 Check S lq(, Qf So floor Tnf f ' pl zc 51'ont V en rrr �{O LL I U Fa r t f'Eo0 55 I -loOV- zo ro pp;"� 125 PsC r. L. a11�w�6/� s to e�; r - - -- Y1le le o!' 125 - M = (57) /.2, 5) = 1113 cdl ouwQ b/ r SToh-- ¢ ar M= 6"S Top, e S t -r 1VA,INCORPORATED 303.444.1951 1319 SPRUCE STREET // 303.444.1957 FAX BOULDER, COLORADO 80302 JOB # co SSO SHEET NO 0 / 0 OF DATE PROJECT GO L DE..► PEAK fi'v PRELIM. DATE CLIENT N H FINAL Fo j'� /D Z-/1c/,D19 7 /0 Al CON5ULTING STRUCTURAL ENGINEERS BY CHKD. BY 1VA,INCORPORATED 303.444.1951 1319 SPRUCE STREET // 303.444.1957 FAX BOULDER, COLORADO 80302 JOB # co SSO SHEET NO 0 / 0 OF DATE PROJECT GO L DE..► PEAK fi'v PRELIM. DATE CLIENT N H FINAL Fo j'� /D Z-/1c/,D19 7 /0 Al JVA, INCORPORATED 303.444.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS JOB # So 303.444.1957 FAX BOULDER, COLORADO 80302 SHEET NO O. OF BY TP`f DATE �Z- �- 1` PROJECT GGL flE^� V.Jt PRELIM. CHKD. BY DATE CLIENT `S y FINAL F� O /.V TC''/t /0 t /-4C S �5ooa 1'S1� /� GC OU Jf/C6, ,t -Z lay S�6 8 -3 C -3 X33 s'� C.l - Z Nto 6/-6 F -l2 /6Z duo NA. INCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER, COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # ' SHEET NO OF BY 7"', DATE / Z° 9 y PROJECT Go �DE� PEA1c yo V S E PRELIM. CHKD. BY DATE CLIENT S y FINAL F 'I D^j f�GLoc. QE/�2 /^+G Plz 't 0 PRI/e l nib eo,� &v +Ff6= / 3 /Fr "u0 v ,v / I euE!5CK Ar C CIL '� 46 y / l pE�i"! /p // K CoL C D ( CV7) S� K� (CS�� ic I k G3 K gz� �etis� Chi IF COAo P /1 Cj A fS 4. COL LoAoj c4baj C,> Af HAeFwA1 GR I O 1 C F7' Z LC -��TH 0,c 1 = z ( /Z f /s O 431 k-7 -7 '7 L La A0 = 1,0 3 K /i 'K a, k? f in 74'. 2 K REc� io wi0 r H = 9�, Z _ _ /, /�. 8 3 Sk 1F fc Z ° (Za oic G i N lei- IF cl "A cc 'L e Il 70 O IA- L o ,q O GA /os G-/u N -9 ,00 E-0g0, Zo Z� K A.0 —& 3 I / Z C CC €o) �C 2 2 ) � Y� K lye gG M qx - %17 I K r 2 ?S us[ Z' Y 2- /2.=c ,4 SA J f MOM NA, IKORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # SSd SHEET NO / OF BY T /pS DATE /z' - 9 Y PROJECT G o flE� �EA/C NoJs PRELIM. CHKD. BY DATE CLIENT `f H FINAL FN 0 C o.� ti (-. ? L E vC t J x i. X 1( 2 Y )c /Ss /oJ F= /, 5-12 k /F� Comic wgL(- S1 J Lf o. k /XT .3, /S c.sE z o „ w / )gc- F5rc rig.✓ S�" P2- JE C71,,J I le le 2 x On, s d c , /o xl c x(tZ,S) /$' a ba, K110 3 Rn 2 x Zy Z NO / Sr C''NC WA i FTG k /F r lR � e lf C /Flr k /fr l /R�t"/Fr vs� Z L v JTH c f (T) r` C 0 A o 6 , U S E F C Z o F OIL — E- /3 cot. LD /9/ (C�g) /6D ( °� /�9 C C 71 ) Z/Z /8/ l60 w9L tfT6 /.Z /Fr ,,,��lcc. CE.�6�H Logo p /JT2 /Pv7�• avt'/s, /2�C �r,n / = 2 Q 1 0 t.J I p T H x SKIF 056 yz 'I � /v4r F 7 6 Z3 / ,c SK ✓F Sour0 of /Y CAL vil v C Usk F c/( 6"r C 7,v,�. VJE' Z � u �,✓IAIH f /VEw CoLUr,.vs 0CC�A- NE A) �jO of c,.. AL.C_J, Co - Ar -27 -/o 3SK = -/3 = 73� 73 K CHE L L0gn o ve— Fr", / h / F L 0 A o -5 /0/t.0 '90 la ✓ef- /L r uic (6—Is fl y � � 0/?— 16 -v 9 L s o I C J A Q ,-L 7 09'. c, -. I p /o K j F 42 6 /n A7 jEE D T9 J N fJ 6 2 ' -/ rvti WCORPORATED 303.444.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS JOB # IK SS% 303.444.1957 FAX BOULDER, COLORADO 80302 SHEET NO l OF BY TPs DATE - PROJECT GoGDE^� PE9 yO vJE PRELIM. CHKD. BY DATE CLIENT s t y FINAL c0 c- y (c /16tl , v iy /y2 k &I,q L t_ - F)r6 , C - OL Gogo spttEjoj 0 ✓E1" 1 3� Rc - - j /Of'ol - /Y2 - t/,7;f2!3 s /.S7 /c Z3 / ,c SK ✓F Sour0 of /Y CAL vil v C Usk F c/( 6"r C 7,v,�. VJE' Z � u �,✓IAIH f /VEw CoLUr,.vs 0CC�A- NE A) �jO of c,.. AL.C_J, Co - Ar -27 -/o 3SK = -/3 = 73� 73 K CHE L L0gn o ve— Fr", / h / F L 0 A o -5 /0/t.0 '90 la ✓ef- /L r uic (6—Is fl y � � 0/?— 16 -v 9 L s o I C J A Q ,-L 7 09'. c, -. I p /o K j F 42 6 /n A7 jEE D T9 J N fJ 6 2 ' -/ NA, 1NCID"WTED 303 4".1951 1319 5PRUCE STREET CONSULTING STRUCTURAL FNGINFEXS / 303."4.1957 EAX BOULDER, COLORADO 80302 JOB # `' SHEET NO ��'S OF BY DATE PROJECT �fL t Akk PRELIM. CHKD. BY DATE CLIENT J ' zz FINAL 2 S'&vy 16s y -- �u 92- — o 2Z zie90 /Z 45 C 67.4 tee. /2" 74k GLa Ems/ 51 he) - (GVder9 -e 4 = -I- I&C r Z3 � _ Alb /S 7' Y kn"),3,D r bw �L 1 1 2,4 ?k /L( 2, ♦225`- �t,3S"= /�`��,�' � 1p / Z 2 -#�T 7�40 1 NA, IWCORPMTED 303.044.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER, COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # S S 0 SHEET NO / OF v BY C.B\ DATE 11- + PROJECT Ga Prat do k-$ a PRELIM. CHKD. BY DATE CLIENT S 4 I� FINAL 0 Dc s i 3 n Pla nter u.) a be -IL wcT-ti G rc sf 50i I Ih Pk2 up fo 77 r a o R 80!,V. Foci i n k a i 96 ' - u A55 - vK e — 13 r - o t z i Us C- t CL" k form' -lq5? htngad bdNo�� fee- faP � ;Xrd (des a,= 13 b_ 26 C = s' k = ( 6 - 4 X 2,ob,D b/a. = Z a.4 �,Q O z = 6 4 4g- oet /4q ��1 ff /(,, mx (•o3 8X1.7,Ya4s!3) 3 = 6.4� A = 4 r o.i 4�t5 "_ Y (4)6 dl �►� = 0 54)�I. 7 �! e45,Y13� `J. Ik.i a4 m,d - g Poh C4X 9. 75) to .06 SXl. -7X 41 45.),/r3�3 Z _ 1�,g coF^nrr = C/, 4 , o.�q 4 4 6 r4X 'y, Shnr� rS NI 2.4� A =C2,4) _ o.oC # 4 @40 M,� = �,o6�- xl.�)(•045 13) Jbg��' A v.8) = 0.28 �4�9 ,. AT n,: a / -- C4;Y�,75� EA. Face V r r 4,c / 1± 4e 16" occt5i- l�Fo-ce W, q - @ 8" ,rr),r i rl 1 CONSULTING STRUCTURAL ENGINEERS JOB# SSD BY CR1,y DATE 11'30 - 44 PROJECT Golden Peak FFou CHKD. BY DATE CLIENT 5 1 N StQ►r core. G -T LlSe- Tank Fnrm (tIQG Q. =9' ) b= 25 C. =5 Des�gr) b/a 93 C 10- �0 .5� M maX =(o.o sX1.7X_o4- SX9) z _8 K � M� maX = �o .o�8XJ.7�o45X9) 3 = 4.3 M y may :( 045X9) = 7, 2- 8 wa- Il on L:he M-C o45X9yhyj.(.1z83Y7)_ 1VA, INCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 SHEET NO /' OF PRELIM. FINAL as ki (I g c c[ toff om * f Cef 10f . Try 8" w41) As = 2.8/64 _ 0.18 460 14" A = 4.3 /(4Y4) 0.27 ' �- @ 9" WC1.5 P� A5 _ 7. 0.4s 7.2/4 4) z 6�3 ' 4 @ 8 opt S ,de F4« (4Y4) s4@ 16" V�r7 U Se T 4i �-' For— ti (,, s- k i h 3 , of ra p(f k�o tl o .�, b/ = iL. 6 1..2 CA = A. 33 o . q 9 I M rn4y _ �.d -- q je r4 - _ � _ o• / z �4 (!�? 4 a „ M y Mo.,, -(.033X1,7Z.645)?� =1.84 uSc ,Mi,,, Yc°r'1 46? tjof', :�- Uo�x�lxf2�; 0.19 4 1 1 1 1 I - ° I'`g S 1 Ir)4 -1 4-77o--i M xm4k D09x1.7,Y.06�4�C o;2 5)(1.7x.662 4��9� 1, 9 w41Is ::rt 4 @ 6 )VA, INCORPORATED MOM 303.444.1951 1319 SPRUCE STREET lbw CONSULTING STIIUCTUMRL ENGINEERS 6 303.444.1957 FAX BOULDER, COLORADO 80302 OF JOB # SHEET NO ° BY C 8 W DATE 1 -9 5 PROJECT G a/c( Pe k Hoc,- e° PRELIM. CHKD. BY DATE CLIENT S h o w J 0 ✓I A 1 4 0 P - L ; - 5 FINAL FN O� G r I Y1hrfGrD�" ° a =9', bI. =6' -6 L = 3 f C =4 A5 5 w m e F ,, - I l of W o_{ r r b/Q _ 6 - 0.72 o R, 3,3 a.3 7 4 T 9 9 M =(0. 018X1- 7)(0(- 2 Y9) 3 = I . 39 k.7 /�5 = � 39 ) 0.03 ;r ma, _ C4X 10.2 5) rVl ma = 662)(V - - 1 A _ 2 - _ 0.6-5 (-,Ylo.-;1 5 ) I - ° I'`g S 1 Ir)4 -1 4-77o--i M xm4k D09x1.7,Y.06�4�C o;2 5)(1.7x.662 4��9� 1, 9 w41Is ::rt 4 @ 6 IVA, INCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER, COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS / JOB # b o d SHEET NO p' 9 OF BY C 8 41 DATE -� - `1S PROJECT 61 10 1 ell P r- PLc 1 4 cl It 5 PRELIM. CHKD. BY DATE CLIENT FINAL L : n e A- (1 >. 6)(0) 3 6 L ' 56'` 8x 6 C014m"uo ti 4 - 6 3T;r-s X87, 6 L C-q P c ; I = 1 L; nc i4 - P (74.�i -0 11 3 L-. use 119 1VA, INCORPORATED 303.044.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSUl11NG STRUCTURAL ENGINEERS �� I JOB# SSO SHEETNO / OF BY �L DATE ^ 10 PROJECT r SAV�_ PRELIM. CHKD.BY DATE CLIENT FINAL F� Gam/ 2' W = (5p -�,s X, = 5 2o ps t2, (524? ), z) + (S2) x 4 - � = 31'2o'PLf d 'R.,_.. --- 3' _ ( S6o PAP PA 44 USA - r SSKSX I P =7-1 > 4+, F /5�F JVA, INCORPORATED 303.444.1951 1319 SPRUCE STREET 303 444. 957 FAX BOULDER, COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # ' `S SHEET NO 1 /1 0 OF BY DATE PROJECT yU Y SE PRELIM. CHKD. BY DATE CLIENT FINAL !'oG U M wS foz u1V2A/3 1w,WCORPDRATm Mom 303.44!.1951 ug snwwa smaT 303.444.1957 FAX ��"' I De COLORADO 1p'�02 C JOB# fmcm" luaw(a{ 6 - SSQ SHEETNO 1L' OF BY I ?P DATE -L2-/- 9 PROJECT Go C DEN �E/9 N� sE PRELIM. CHKD. BY ,DATE CLIENT ` 9 y FINAL 3d].u4.W in sw canumK SUVCrJ i IWAMIRs JOB N �p Xs-o 3D3.444."n FAX , eoucet caaMOOea�t SHEET NO • -2— OF ?P PROJECT Ga DE N �E/9k vsE PRELIM. - ( BY DATE CHKD. BY DATE CLIENT `ry FINAL C LS - td - • . _ GS 1 �. C SC �S S 0 O S� S 7 - S C So - �3 cv cK9 o �� ._ 5 �� - G _ Z 5 CYS Cyr Cv - S e C4( -C)1 - 3 Gw �o G3S C)7 - -- D _ O ' cZ 1 G1 y s T ti �..,rJ -7 Al a z r R E c. te r, vec y i i 303.Yl.19St MA, WCOWOwm Im VAUCF snw 303.444."S7 FAX IMM cgORADOIM COM" c snuawAi IWMUAS JOB M SSa SHEET NO J/ 1 - 7 OF ?P DATE PROJECT G o C DE Al }y v ie PRELIM. BY CHKD. BY DATE CLIENT sy FINAL C LS CoLCDMAl )VA, INCORPORATED 303.444.1951 1319 SPRUCE STREET 303 444. 957 FAX BOULDER, COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # 69, 4-0 SHEET NO �� OF BY TPA DATE /z'G y PROJECT Go L D�..i P[ -�!K /4/o1J PRELIM. CHKD. BY DATE CLIENT S �2H FINAL C Ls D /194 -- DECK SvPpon7J 7 J/t>C of a0 /C L2 F. rt 7H r G.u01 _r>( -.j i ) o 4 Tcs ' r ;P" P //q ^. -,#c J. m 1171 117 131 Aj: yrN f LO *A. .?RD Ftoo 1 'P l�RacE 2 II S P zo 3ZR9 3c-l/ L2.f 8q K C cc Si2E — ZS — n � ys " ZC,2 TS Y. )c Y_K_? /(_ ZgK /lR2 ? s Y Y x 7 i C T.� S x S,c S /lA P xk WCORPOur® 363. 444.M a" wrAia mgr 303.4r.19s7 FAX IouDEk COLDRA oIM COUMTOG Slauum" EMlimlaf JOB# SSc SHEET NO OF BY TP3 DATE Lz`.S—' PROJECT 62 " -M 1 0 "IC /7�0 v sE PRELIM. CHKD. BY DATE CLIENT FINAL Co G. C/ Mill s _ ra, wcaaaw® �.iu :»A tn9 snaxf mgr immc. w r x : w im a xmmtarot CONMUK fret nw ac.rtu �p .SSA SHEET NO J/. , g OF t� JOB M BY TP3 DATE T PROJECT Go pE N �E/91�C }�0 vsE PRELIM. CHKD. BY DATE CLIENT S f � FINAL C Co L C/ M A15' _ _ � t319 srw� m�T M.ru.nn FAX WNW QOWUM01IMM `a`"TM"TM`ftVM DOMM SSc SHEET NO /A 7 OF JOB N 7P3 PROJECT G DE N �E/9i'c }�0 v J E PRELIM. BY DATE CHICO. BY DATE S �y CLIENT FINAL Co e-r 14 AIS 1VA,INCORPORATED 303.444.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS ES`r� 303 . 444. 1957 FAX BOULDER COLORADO 80302 SHEET NO ' 0 OF JOB # BY T/° DATE PROJECT GoCDEN PEAk yoV.i PRELIM. CHKD. BY DATE CLIENT S FINAL C o c. u ih ••I J S' fo /zeo r Ts x3/c 3 /t C C 3 Cy tRS r C S C. S C 6 �, s g C2 �,s 9� C Z, 8 8' TS 17, x A C ro S, `t 7J 3 c /l 1 9 9 /c TS Y x ux`� /� C/ t- �. /-0 y x 7 il C)y zo.6 X Cis ZC,7 /0 CA �, l / ° C/7 Z y lo' Ts yx Y x 3 Cl8 /7,S 7 Ts 3x 3 x�� [ �r C2/ 2.o C 13 czy Czs 8,7 l Tj 3 x.7 X ? r C Z ZS, G 2' is L/ y y) ? /c c 27 /5, `/ y Ts 3 x 3 C Z 8 To `l C0 3.? l C3 o 3 3 2 x 3i( 1V 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER, COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # ' SHEET NO ��' 9 OF BY JP.S DATE 1Z- �- 9 y PROJECT Go G DE c PRELIM. CHKD. BY DATE CLIENT ` y FINAL COLS n�o �iuE c.D C ur�^i �fteo'jf-7t-j coc' S/?c TS X X¢ wycc //c Coy JP Cz/ G 3 �- C�L C33 c3y c7S C3c ✓ C37 c3� c`39 C yo cy/ C c Y3 CYy Cvs dtI C y C cv7 c Y a' c y9 C So CS/ CSZ cs'3 - V^ Csv r 17 CSC cs7 rsa C s CC* C4 c(Z C63 P 19 y I$ g 37 1157 yC 13 R3 6 3y y Z1 3S yj 3 l3 6 r0 O Vt yd .3 C. t8 Zg 2� Sr 2S 2y �. co L HOD f 7 P Coc. Avar r TotgL p �o� F1D+�C Te'� P P cow q00 P fvt P Q co TS y3 8 T5 :3 8' TSY3 l" N9 8' Is X3 — a' rs - �� 7- V3 -- - - -- -- -- ?) V3 f 2 q h g� c FR 4 A Le - ►' T3 Y y J3 5 `1 $ TS 53 s Z TO SS ' Z° =131!8 Tss(- 11 /Sd� S` TS TS Y3 11 6 y �� T) S3 7?' /yZ 8 T5 Z_3 16 S TsSB z 1v S' Ts 8 T S Y.) ._ �' TS y3 12-- 5 y 8 7 T) Y3 I I / 5 g' T Y3 q Z y � I T) y l 13 3 � S': rs v3 $' Ts 93 fRAm( S` r A- Are Ts Y3 37 - 7 Z- $' Tss? 2 9s It Ts SY 7,1- r z 1 S . Tssc zG /y7 TS $ 1 T) y3 d Z3 6C g' 7 13 77 S T.�s1 Zre /a. g� TSB Z( 133 8� Ts T - -- 3 Ts S3 77- �s'rssy Z6 IoX g'l Z6 /I V 7 17 76 g� JSY L= -1 °_1_ S 2 s - - ac. - $ ? s ^ F2 E 8 r AnE $ - — ; Zd z,a 8' rsYJ l Y (3y $ TS V3 Iq S3 8 7- Y.3 -- - _ 2C Z C 7' TJ Y3 /C yL BTs Y3 ' Z1 �3 $'Tss3 ' TS Y 30 8' 1 Ts `l3 9 8� !Ts Y3 iTS v3 ' T s y o 3 ? 7 v RT v yj rs v3 7 Z 1 TI 7 Z7 $ 4 T�yJ TS Y3 7r Z� 8 l �7�y3 °� 31 s r 11' TS v3 5 z 8 ( g' T1 sY- l_g_ Ts s _ - — $� TS y TS S Z� jy( 8 FTsSC 18f $, 75 Ts y3 E 2S If 8 1 TSSY Z6 /0 6 � TS SS ZG �13't��f'rssc '44 l7?.-+g rS y:) Z3 y $' S!� TSY3 Z/ �`J $ f g' T35 3 ZI 19p ++ �o� + W -Ss jly �l I lt.� I �� TS g► T.) v - 7 yl S' rsy.3 z? c 9 s-T �7 3� i S rssy 15/10 T: I�► c. >s 13 s8 S6 st r[ SC S� L � I ��t 0 �N 1111G.r1 `J`J`III JOB# NA. WCORIORATED 303."1.1951 1319 SPRUCE STREET 303.4".1957 FAX eoLADER COLORADO !0302 SHEET NO �� OF BY I DATE IZ - / -9 y PROJECT Go GD E -� PE Ak /yoaJE PRELIM. CHKD. BY DATE CLIENT 'S y FINAL C O L S Coe v/ CoG S 1 2C TS X X //c C P1 �. �r..e -y j�sSo P C 900 707A p Co c. Asps / TeTgL_ qaa T Co C. 4 0p VT 1 n X C° c. C6S V7 2L �� Z3 o g' T J Z c qC g' S y Z� I t S Zs s S y o . C6C S7 gl 3 yy Z3 80 T T1 Sy Z6 10 1 - rz 2/ 3 Z. 9�_ $'� ss 7Ss yo l 17'L 128' $ rss8 rs C6� 3 8 7 5 Y3 ?t SS � �'SSJ Z� 76 S _7353 T �Y 4Z I y y -$ IoS C69 8� Ff!_ r5 7 .1 sto Z 3 10 o g'Ts58Z $' ns( ?n l l ��0 8'TSss 8� 73 SA ^ S ZS 74 ya C 73 T_J Y3 - I - . ' 9 1 ?SSS 3 Y� 13 -. s TS 3 C c 7 .r g T 3 Y J / o 39 Z $ T s y? /° SZ _3� 97 _ y3 /o o y7 _S YJ � 8 T )y3 ... g► W Ts Sy . 1/6 S'T,rs zy /y9 8' iS - c�C iS IS � 7 Z$ TS Y3 Z o C 5 Ts,5 3 17 $` $ SS c ?� __ Z � l a 18 8a gr $ 8'L 7j S3 C c ? 9 I ° I g 8° T3 y) _ 75 y3 TsSG is 6 -.0- 8 Ts 53 74 Y T s Sy _l g. z 3 3 6- /o a g' 8 I 1 $ s s - T3 y3 TS Y3 lS_ Z 3 / - /t k B' $' ct C 4 t - — g' , o — .. c8s _. - - s S3 T s Z7 Z 13 SL 93 1 1 i3 g' B' g' 8� - Ts Y) ss Tssy 71y� ?-2- 11 I S 7Y /Z° $ S TT 53 Tsss ?s Ss _. C8 c c5i Lf Zl y x» — - C 141 s y _ nyr - - - j�sSo C SA1 ,9 eE o 16 09 1E A / s L 4x 4 Ca c L j .3? /Z g6 .Sx S CoL W _ L= C/ / y7 Nk MCORPORATED 303.444.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS � S'S� 303.444.1957 FAX BOULDER COLORADO 80302 SHEET NO / E �L OF JOB # BY 7 3 DATE / PROJECT G L d�'� / E 9 K IUD J1 t� PRELIM. CHKD. BY DATE CLIENT f y FINAL 7rioIo /C4L rrgsc A's S4 �AzE RE�TAN6�� ti eoc S rl 09X A JE 1t (3A sE 1, Ts 4/xuX ? /C S8 'fix /oxio JgxSXSo T s 9Xyx �4 75 / x /0 x /0 / >KSx /o Ts SxS 3 /C 80 7 �. x /l x // lg' 11 / 73 Sx ;<c. X 7's rx Sx ? s ly8' Ig x / /n x� ►► TS s x S x � /$6 /Z x /i x // / , Cx ►� C SA1 ,9 eE o 16 09 1E A / s L 4x 4 Ca c L j .3? /Z g6 .Sx S CoL W _ L= C/ / y7 GATE1ff�4- IVA, INCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS ' ` /2,0 JOB # SHEET NO OF G 0 C.D E `� PElJ K HO v,S E BY DATE PROJECT PRELIM. s.�, ° `"� Do•J , 00"r LA ?E2 yL CHKD. BY DATE CLIENT FINAL GATE1ff�4- s Ce P JVA. INCORPORATED h'Ei6 v r 303.444.1951 1319 SPRUCE STREET o- /s CONSULTING STRUCTURAL FNGINEfg1 �SS 303.444.1957 FAX BOULDER, COLORADO 80302 Z ' JOB # SHEET NO OF 2o ZS p o, BY T/ .S DATE 7- 7 - 21 y PROJECT Go C P�/9K HO J S E PRELIM. ' Zs -3o CHKD. BY DATE CLIENT S� w o. i fi/J P A' /..i,J FINAL G/9 TES ' L .7 - y- L A 7E /1 /4 c. D E 1 6 --� ZS, Ps F 7'J -col V LO c i7 E xi -E E e �7 / /f P6- J . p t Yo c H / G6 ,, C /-/ -'2iZ P4nJdC7do 092IE 11 rL-) /(. D III -G Ce P h'Ei6 v r o- /s /,06 2o ZS /l /7 Z3, Z Ps F ' Zs -3o �. 2.3 Z Y. o PSF .7 - y- /, ZS, Ps F 7'J -col /, y.3 C?- s /, y NEU bp or , Q --�17C C 11 . / ?- 4 4 WIND LOADING ** 1991 Uniform Building Code ** GOLDEN PEAK HOUSE Job Name 07-Jul-94 6550 Job Number TPS Engineer BC Table 23-F Basic Wind Speed, mph 80 | 70 80 90 100 110 120 130 | Stagnation Pressure, qs (psf) 16.38 | 12.6 16.4 20.8 25.6 31 36.9 43.3 | Exposure & Gust Factor: C=1, B=2 1 |-------------------------------------------| Air Density Coef.(.85 for hi alt) 0.85 Qs =.00256*V^2 =16.38 Importance Factor (1 or 1.15) 1 0-15 15-20 20-25 25-30 30-40 40-60 60-80 80-100 Ce 1.06 1.13 1.19 1.23 1.31 1.43 1.53 1.61 PRIMARY FRAMES AND SYSTEMS Cq <+ = inward; - = outward> ********Method 1 (Normal Force Method)******* Windward wall 0.8 11.8 12.6 13.3 13.7 14.6 15.9 17.0 17.9 Leeward wall -0.5 -7.4 -7.9 -8.3 -8.6 -9.1 -10.0 -10.7 -11.2 Leeward or flat roof -0.7 -10.3 -11.0 -11.6 -12.0 -12.8 -13.9 -14.9 -15.7 Ridge Parallel to Wind -0.7 -10.3 -11.0 -11.6 -12.0 -12.8 -13.9 -14.9 -15.7 Windward roof; Perpendicular Ridge Slope<2:12 -0.7 -10.3 -11.0 -11.6 -12.0 -12.8 -13.9 -14.9 -15.7 Slope 2:12 to 9:12 either -0.9 -13.3 -14.2 -14.9 -15.4 -16.4 -17.9 -19.2 -20.2 or 0.3 4.4 4.7 5.0 5.1 5.5 6.0 6.4 6.7 Slope 9:12 to 12:12 0.4 5.9 6.3 6.6 6.9 7.3 8.0 8.5 9.0 Slope>12:12 0.7 10.3 11.0 11.6 12.0 12.8 13.9 14.9 15.7 ********Method 2 (Projected Area Method)***** On vertical projected area: Structures <= 40 ft ht (+ or -) 1.3 19.2 20.5 21.5 22.3 23.7 25.9 27.7 29.1 Structures > 40 ft ht (+ or -) 1.4 20.7 22.0 23.2 24.0 25.5 27.9 29.8 31.4 On horizontal projected area:(upward) Enclosed structure -0.7 -10.3 -11.0 -11.6 -12.0 -12.8 -13.9 -14.9 -15.7 Open structure(only or top story) -1.2 -17.7 -18.9 -19.9 -20.6 -21.9 -23.9 -25.6 -26.9 ELEMENTS AND COMPONENTS (@ 10 sq ft) Wall elements: ****** All structures 1.2 17.7 18.9 19.9 20.6 21.9 23.9 25.6 26.9 Unenclosed & Enclosed structures -1.2 -17.7 -18.9 -19.9 -20.6 -21.9 -23.9 -25.6 -26.9 Open structures -1.6 -23.6 -25.2 -26.5 -27.4 -29.2 -31.9 -34.1 -35.9 Parapets (+ or -) 1.3 19.2 20.5 21.5 22.3 23.7 25.9 27.7 29.1 Roof elements: ******(for slopes >12:12, use wall values) Enclosed & Unenclosed structures: Slope<7:12 -1.3 -19.2 -20.5 -21.5 -22.3 -23.7 -25.9 -27.7 -29.1 Slope 7:12 to 12:12 (+ or -) 1.3 19.2 20.5 21.5 22.3 23.7 25.9 27.7 29.1 Open Structures: Slope<2:12 -1.7 -25.1 -26.8 -28.2 -29.1 -31.0 -33.9 -36.2 -38.1 Slope 2:12 to 7:12 either -1.6 -23.6 -25.2 -26.5 -27.4 -29.2 -31.9 -34.1 -35.9 or Slope 7:12 to 12:12 either or Elements in areas of disc Wall corners either ' or VW Roof eaves, rakes, or ridges Slope <2:12, w/ overhang, canopy -2.8 -41.3 -44.1 -46.4 -48.0 -51.1 -55.8 -59.7 -6203 Slope <2:12, no overhang -2.3 -34.0 -36.2 -38.1 -39.4 -42.0 -45.8 -49.0 -51.6 Slope 2:12 to 7:12, no overhang -2.6 -38.4 -40.9 -43.1 -44.5 -47.4 -51.8 -55.4 -58.3 Slope 0:12 to 12:12 -1.6 -23.6 -25.2 -26.5 -27.4 -29.2 -31.9 -34.1 -35.9 0.8 -1.7 1.7 antin -1.5 1.2 11.8 -25.1 25.1 lity (@ -22.1 17.7 12.6 13.3 13.7 14.6 -26.8 -28.2 -29.1 -31.0 26.8 28.2 29.1 31.0 1Osq ft): -23.6 -24.9 -25.7 -27.4 18.9 19.9 20.6 21.9 15.9 17.0 17.9 -33.9 -36.2 -38.1 33.9 36.2 38.1 -29.9 -32.0 -33.6 23.9 25.6 26.9 For all elements with a tributary area of 100 sq ft, Cq factor may be decreased by .3 Interpolation may me made for Cq values between 10 and 100 sq ft. rvA. WCORPORATED 303.444.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS / JOB # {{ SJy 303.414.1957 FAX BOULDER, COLORADO 80302 SHEET NO Z OF BY � / LO DATE PROJECT crDl�� PRELIM. CHK BY DATE CLIENT FINAL 9 7 E2 A L L,.2 �Lw�a( LOa�S ar Ems.2L a) 21 sa ' �� -s �►sroe -44'6 3 o232 - 7.5 - 4 7.5 11rS wourk 3q, 3 N 112Ai-- �. I lei t-6 �q-' —� -27.5 - 3 v ezz02z?- ?.Z Z 21,3 04:3 td, l /od q¢;� 3,�( -1��¢ �° N .�4- G•�3 ��s.v .�04 � -1 !sz s' ry j ?.g .. tq'Q 6-l1f c3¢•1 .19' ?DO 76 "V t qD .o ��o3w 2 633 220 0 626, � 2Sr. �q4 -6 --, 4-1G r 049 $LIZ 3� 673 9V7 ,117 lu e1r7 a -`ll5 s- prz�Ar77 Ar�s"fa�77 ' V � b V,7 1,V1. Of 1!A b z/. 7 . 0 25 <� a3Sa /037S" /,o 53( 3 �ISS� dS /, 0708' 1 3-7/7,/ �l x gz Cz It 43 z op-p- NA. INCORPORATED 303.444.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS JOB # 303.444.195) FAX BOULDER. COLORADO 80302 6s� SHEET NO I OF �J� BY —+� DATE p Q '�l'�¢ PROJECT / ��C11�� C'Q PRELIM. CHKD. BY DATE CLIENT FINAL L C aw /rW `�sv EaS7" EA- L "'.e -Q u p L a�"d _ �v s^sC�� t • 1 Ce) � /. 2 k/, ¢ 76 1,7 0-7V 4ari = IAI ?1/ /� TE X O . PA p/ I TL q ro " �--' - ,z ,Z 1022 " 44T Ad qD .o ��o3w 2 633 220 0 626, � 2Sr. �q4 -6 --, 4-1G r 049 $LIZ 3� 673 9V7 ,117 lu e1r7 a -`ll5 s- prz�Ar77 Ar�s"fa�77 ' V � b V,7 1,V1. Of 1!A b z/. 7 . 0 25 <� a3Sa /037S" /,o 53( 3 �ISS� dS /, 0708' 1 3-7/7,/ �l x gz Cz It 43 z op-p- < ®'V,4�ZS H04 4 102o 1 044 - Olt 'Oft At� l s 11 . �t9 43D ,14-3 lox ,�o �— / /,2-> ,vS3 liq l J IYA. INCORPORATED v 303.404.1951 1319 SPRUCE STREET A, low 2oR CONSULTING STRUCTURAL ENGINEERS C cc��--tt��^^�� 6 303.444.1957 FAX BOULDER COLORADO 80302 H Z '1 �i'(P .032 JOB # SHEET NO OF a� .0 80 BY -r DATE '/ PROJE 43o 0 145 PRELIM. J 7G CHKD. BY DATE CLIENT FINAL L R L laorf Era le- e." s5'(3) tl G l� .= A0 7 Jr/ SC• 15 _ 74 1,2- 4 672- 9150 < ®'V,4�ZS H04 4 102o 1 044 - Olt 'Oft At� l s 11 . �t9 43D ,14-3 lox ,�o �— / /,2-> ,vS3 liq l J v A, low 2oR �i'(P .032 � w4-4 's-� r 2 9'0 .0 80 43o 0 145 J 7G < ®'V,4�ZS H04 4 102o 1 044 - Olt 'Oft At� l s 11 . �t9 43D ,14-3 lox ,�o �— / /,2-> ,vS3 liq l J JVA, INCORPORATED 303.444.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS 303.444.1951 FAX BOULDER COLORADO 80302 JOB # /�? G J J `' SHEET NO Ji OF BY DATE PROJECT CHKD. BY DATE CLIENT FINAL G ? E2 9 L S u rti^-M DZ- as --W .71., - , D�3 /�- ., Lo ", . 9(6) t GSlZ. 7 Koss� t , j�z,7� = 6.10t - 72. j07/ 17(r .174 iD �gis� 33Z � 32q VjT ' o 27 3 qua 2z-4. ' L ow" — — q <<z 1 223/ I. /1 oJ '7Z 4,7 311 ir(I - 410 G /s' 3 42 5R v a fir - , fl Q6, el, e �. 7 d �I 23 � - — - /S7 - � 7 � �3. 1,57 `GA - I s M . �z IL, 3 _ ,04-6'W vL R'4- 1+ -�-e . 395 � • 4' �7 � - JVA, INCORPORATED 3 22,4 2 2 _�. 303.444.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS JOB # 303.444.1957 FAX BOULDER COLORADO 80302 SHEET NO �2 OF BY q / DATE r PROJECT t 7G -fit rk PRELIM. CHKD�. BY --�/ DATE CLIENT Y FINAL �I TEZ A L 2- lvey L eA/S Z ? Soy/ `"31� / 2 vzr D,F No 7 , l3 /1 oJ '7Z 4,7 311 ir(I - 410 G /s' 3 42 5R v a fir - , fl Q6, el, e �. 7 d �I 23 � - — - /S7 - � 7 � �3. 1,57 `GA - I s M . �z IL, 3 _ ,04-6'W vL R'4- 1+ -�-e . 395 � • 4' �7 � - f 3 22,4 2 2 _�. f /1 oJ '7Z 4,7 311 ir(I - 410 G /s' 3 42 5R v a fir - , fl Q6, el, e �. 7 d �I 23 � - — - /S7 - � 7 � �3. 1,57 `GA - I s M . �z VIS� 2K 2/s / _ ,04-6'W vL R'4- 1+ -�-e . 395 � • 4' �7 � - f VIS� 2K 2/s / M I J V4, iN C- C o c o Ej1 P E�9 K U s s Tr�eccfi 72g N /Z. 8 «l t6 0— t 1241- /5" I AN tz , �Z ,351 t31 � r 1204 /3� 5 �s. otZ o IL 13 I I `^ 71A vv IV + � (o .S#C412 @ Z- � 6-tt d T fees 1?2 -Sor> 4� b y Wee e�3om� ILL ry 2142ll /o , S a 2-7,4- ©I G rvti WCORPDDATED 303.444.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS JOB # 615 303.444.1957 FAX BOULDER COLORADO 80302 SHEET NO lZ' OF BY DATE 2 PROJECT PRELIM. CHKD. BY DATE CLIENT FINAL ( '*I ?�2 /9 L / 9 (� es�sTi y GIJc� S / ra 272 /S$� s4/ 1 ) 3 - /S, C - i t 1241- /5" I AN tz , �Z ,351 t31 � r 1204 /3� 5 �s. otZ o IL 13 I I `^ 71A vv IV + � (o .S#C412 @ Z- � 6-tt d T fees 1?2 -Sor> 4� b y Wee e�3om� ILL ry 2142ll /o , S a 2-7,4- ©I G oaj s !o, -// Ne 2,1/ - 7R c l rvA. INCIDUMTED q a e 303.414.1951 1319 SPRUCE STREET 3,54 - 303.414.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # � ,, � SHEET NO / OF // /f � 'C( r�c Q BY * DAT `*' PROJECT `, ' PRELIM. CHKD. BY DATE CLIENT FINAL oaj s !o, -// Ne 2,1/ Z 13.'l 11 If a ire- iyls= ,4rr � _ 4 T -f( = 24 2 L' u, 22,5 c 12,3 z-& r C �2s' =SxJOx gt - 7R c l q a e S 3,54 - 1Iz7,4 177 3 x.02 Z 13.'l 11 If a ire- iyls= ,4rr � _ 4 T -f( = 24 2 L' u, 22,5 c 12,3 z-& r C �2s' =SxJOx gt NA, INCORPORATED 303.414.1951 1319 SPRUCE STREET 303.444.1957 fAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS - v p ^_ JOB # S J SHEET NO 12 ' �� OF BY DATE v E / �`� PROJECT � � / - R� PRELIM. CHKD. BY DATE CLIENT 4 //T FINAL GA 716 tc,a7?77—&pr -6,XW 1 NR F 3 old- Z- ,. D �t Le ex e-� U #o7 DL « !�. z , 9' . 17, d Ile &,; ZZ, Z d (�77 no nz . s- 3: c HIS Zj C �4G (szy C G) x/3.67 v . X7,5 L 93 1!(00 ¢615 5,0 Igi4 +,%r 23.6 o �S�°2ko .�� • 0 3 r ,2a2 Tr ell 17 17 I S� FZ4 6 �''� l l 2 e i r J V& C, a /l, /2 S Sd L.91'Ert R � \Go c D E•.i PE9K 1 Z i NA. INCORPORATED 303.144.1951 1319 SPRUCE STREET 303.444.1951 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS y� JOB # SHEET NO IZ OF BY D / � DATE ti' PROJECT S "( / 6G✓► U KGB ^�-rl PRELIM. CHKD. BY DATE CLIENT �' FINAL C 9 TE R A C. m ®� ! z • , = 3pi INN oP 138' 4 �o 17 4. r1 N . N M � N •. N J l� fT� , "� n1 /w k Lo 4� o f g ® 104 f /i/ � ® ?Dco d) J/Lot- 6) NA. INCORPORATED 303.044.1951 1319 SPRUCE STREET / 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS !� /� JOB # (0� SHEET NO / OF BY _rj� DATE 0 '11 *14' PROJECT PRELIM. CHKD. BY DATE CLIENT �� FINAL 0 A ?E 2 9t, 3,91 (/r /� Z Lo I�4 � - F par IdaD 15 ,2'` ��t /�X�3� --� ,� 9 �/ '�r 5IzI "pto Tt� g- wfifa 7kV ntQi7l0w6 _5� V (Vi - 1, 7V) PwmaT M (tA = 7k) 61 pt�t, I,1 1Y, �C,l /QxZZ- CoUJ��c/ 5; v (l Wsp 6 1 4 11 rn = Z'' f �,=40co 117�rW I l�n Y7 I Z rVl ( � ✓ Z I,I� Q TU NA. INCORPOMTED 303.114.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER, COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # ^�� (U-� SHEET NO J 2 • �` OF � � ' I _ 4 Ell" BY DATE PROJECT (302W PRELIM. CHKD. BY DATE CLIENT ✓ - d FINAL 1 - , 9 Tt� g- wfifa 7kV ntQi7l0w6 _5� V (Vi - 1, 7V) PwmaT M (tA = 7k) 61 pt�t, I,1 1Y, �C,l /QxZZ- CoUJ��c/ 5; v (l Wsp 6 1 4 11 rn = Z'' f �,=40co 117�rW I l�n Y7 I Z rVl ( � ✓ Z I,I� Q TU I l�n Y7 I Z rVl ( � ✓ Z I,I� Q TU I' W 1 L� 1 1 /2, J6 6119 716 G� 0 b L k N b J vy, / iv c , �YSS� Go c DE.r � K JVA , Inc . 1319 Spruce St. Boulder, CO 80302 � I I I` L n Units Option - AISC Code Checks Shear Deformation: P -Delta Effects - Redesign - Edge Forces A.S.I.F. - RISA -2D ( R ) Version 3.02 US Standard 9th Edition ASD No No No No 1.333 / c.. • . L,19?E24L Page : 1 8/01/94 ---------------------------------------------------------------------------- Node Database Matl. Boundary Conditions As y/y Label No X -Coord Y -Coord X -dof Y -dof Rotation Temp. ------- - - - -(f t)---- - - - -(f t)- - - - -(i n , K/ i n) - - - -(i n , K/ i n) - - -(r , K -f t /r)- - - - -(F)- 1 0.00 0.00 R R R 0.00 2 11.33 0.00 R R R 0.00 3 31.33 0.00 R R R 0.00 4 42.66 0.00 R R R 0.00 5 0.00 9.00 0.00 6 11.33 9.00 0.00 7 31.33 9.00 0.00 8 42.66 9.00 0.00 9 0.00 18.00 0.00 10 11.33 18.00 0.00 11 31.33 18.00 0.00 12 42.66 18.00 0.00 ---------------------------------------------------------------------------- Material Elastic Poisson's Thermal Weight Yield Stress Label Modulus Ratio Coefficient Density (Fy) --------------- (Ksi) ----------------------- (F) -------- (K/ft3) ------ (Ksi)---- stl 29000.00 0.30000 0.65000 0.490 50.000 ---------------------------------------------------------------------------- Section Database Matl. Area Moment of As y/y Label Shape Set Inertia Coef -------------------------------------- (in 2)-------- -(in - 4 bml WlOX22 stl 6.49 118.000 1.20 bm2 WlOX33 stl 9.71 170.000 1.20 endcol WlOX22 stl 6.49 118.000 1.20 intcol W12X26 stl 7.65 204.000 1.20 ---------------------------------------------------------------------------- ' I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length ------------------------------------------------------ (in)---- (in)---- - -(ft) 1 1 - 5 endcol 9.00 Go�DE.� �EA/r LATE��4c.. RISA -2D ( R ) Version 3.02 JVA, Inc. Page 2 ' 1319 Spruce St. Boulder, CO 80302 8/01/94 Nodal Loads, BLC 1: lat ---------------------------------------------------------------------------- Node Number Global X Global Y Moment ----------- (K) ------------------ ( K)--------------- - - -(K- ft) - - -- 9 11.400 0.000 0.000 5 6.000 0.000 0.000 --------------------------------- I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length ------------------------------------------------------ (in)---- (in)---- - -(ft) 2 2 - 6 intcol 9.00 3 3 - 7 intcol 9.00 4 4 - 8 endcol 9.00 5 5 - 6 bm2 11.33 6 6 - 7 bm2 20.00 7 7 - 8 bm2 11.33 8 5 - 9 endcol 9.00 9 6 - 10 endcol 9.00 10 7 - 11 endcol 9.00 11 8 - 12 endcol 9.00 12 9 - 10 bml 11.33 13 10 - 11 bml 20.00 14 11 - 12 bml 11.33 ---------------------------------------------------------------------------- I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb -in Lb -out Lc In Out Cm Cb (ft) ----- (ft) ----- (ft) ---------------------------------- 1 1 - 5 2 2 6 3 3 - 7 4 4 - 8 5 5 - 6 6 6 - 7 7 7 - 8 8 5 - 9 9 6 - 10 10 7 - 11 11 8 - 12 12 9 - 10 13 10 - 11 14 11 - 12 -------------------------------------------------------------- BLC Basic Load Case Load Totals No. Description Nodal Point Dist. 1 lat -------------------------------------------- 2 Nodal Loads, BLC 1: lat ---------------------------------------------------------------------------- Node Number Global X Global Y Moment ----------- (K) ------------------ ( K)--------------- - - -(K- ft) - - -- 9 11.400 0.000 0.000 5 6.000 0.000 0.000 r6ss o ic1 17 Go PE' i9K Gi9rEz �L RISA -2D ( R ) Version 3.02 JVA, Inc. Page : 3 1319 Spruce St. Boulder, CO 80302 8/01/94 ------------------------------------------------ Load Combination Self Wt BLC BLC BLC BLC BLC W E No. Description Dir Fac Fac Fac Fac Fac Fac DYNA S V ---------------------------------------------------------------------- 1 wind 1 1 Load Combination is 1 wind Nodal Displacements ---------------------------------------------------------------------- - - - - -- Load Combination is 1 wind Reactions Node Global X Global Y Rotation ----------------------( K) ------------------ (in) ----------------- (i n)------------ - - - -(r ad)--- - - - - -- 1 0.00000 0.00000 - 0.00000 ' 2 0.00000 - 0.00000 - 0.00000 4.00705 30.67830 ■I 3 - 5.54183 3 0.00000 0.00000 - 0.00000 - 3.07677 4 0.00000 - 0.00000 - 0.00000 Totals 5 0.16596 0.00331 - 0.00128 i' 6 0.16336 - 0.00195 - 0.00118 7 0.16079 0.00186 - 0.00116 8 0.16047 - 0.00320 - 0.00122 _________= 9 0.37365 0.00443 - 0.00112 Moment 10 0.36725 - 0.00276 - 0.00075 (K)-------- 11 0.36012 0.00262 - 0.00073 F 12 0.35836 - 0.00428 - 0.00106 Load Combination is 1 wind Reactions Node Global X Global Y Moment ----------------------( K) ------------------ (K) --------------- (K -f t)--- - - - - -- 1 - 3.15845 - 5.76621 17.59037 2 - 5.62295 4.00705 30.67830 ■I 3 - 5.54183 - 3.81212 30.21736 � 4 - 3.07677 5.57128 17.07693 Totals - 17.40000 0.00000 95.56296 Load Combination is 1 wind Member End Forces ---------------------------------------------------------------------------- Nodes = ____ - - - -= I -End = _________ _________= J -End No I J Axial Shear Moment Axial Shear Moment --------------- (K) -------- (K) ------ (K -f t)------- (K)-------- (K)---- - -(K -f t) -- 1 1- 5 -5.77 3.16 17.59 5.77 -3.16 10.84 2 2- 6 4.01 5.62 30.68 -4.01 -5.62 19.93 3 3- 7 -3.81 5.54 30.22 3.81 -5.54 19.66 4 4- 8 5.57 3.08 17.08 -5.57 -3.08 10.61 5 5- 6 5.39 -3.81 -21.87 -5.39 3.81 -21.26 6 6 7 3.02 -1.21 -12.18 -3.02 - 1.21 12.11 7 7- 8 0.65 -3.69 -20.70 -0.65 3.69 -21.11 8 5- 9 -1.96 2.55 11.04 1.96 -2.55 11.88 *6JS u /Z.Zc> G'o c. D E'W PE4 K L.g �- RISA-2D ( R ) Version 3.02 1 P t F " �I F_� JVA, Inc. Page : 4 1319 Spruce St. Boulder, CO 80302 8/01/94 ---------------------------------------------------------------------------- Nodes = __- - - - - -- I -End ---- -- - - -- _________= J -End No I J Axial Shear Moment Axial Shear Moment --------------- (K) -------- (K) ------ (K -f t)------- (K)-------- (K)---- - -(K -f t) -- 9 6- 10 1.41 3.26 13.52 -1.41 -3.26 15.78 10 7- 11 -1.34 3.17 13.15 1.34 -3.17 15.39 11 8- 12 1.88 2.43 10.49 -1.88 -2.43 11.35 12 9- 10 8.85 -1.96 -11.88 -8.85 1.96 -10.32 13 10- 11 5.60 -0.54 -5.46 -5.60 0.54 -5.42 14 11- 12 2.43 -1.88 -9.97 -2.43 1.88 -11.35 Load Combination is 1 wind AISC Code Checks ---------------------------------------------------------------------------- Nodes Member Quarter Points No I J Maximum 0 1/4 112 3/4 L Shear ---------------------------------------------------------------------------- 1 1- 5 0.3642 0.3642 0.2171 0.0878 0.0939 0.2244 0.0647 2 2- 6 0.4355 0.4355 0.2664 0.0973 0.1227 0.2918 0.1000 3 3- 7 0.4039 0.4039 0.2372 0.0799 0.1027 0.2628 0.0986 4 4- 8 0.3995 0.3995 0.2561 0.1128 0.1223 0.2656 0.0630 5 5- 6 0.2769 0.2769 0.1535 0.0300 0.1464 0.2699 0.0675 6 6- 7 0.2670 0.2670 0.1498 0.0325 0.1484 0.2656 0.0215 7 7- 8 0.2448 0.2402 0.1205 0.0055 0.1252 0.2448 0.0654 8 5- 9 0.2459 0.2286 0.1100 0.0173 0.1273 0.2459 0.0522 9 6- 10 0.3384 0.2915 0.1399 0.0351 0.1867 0.3384 0.0667 10 7- 11 0.3187 0.2724 0.1246 0.0261 0.1709 0.3187 0.0650 11 8- 12 0.2504 0.2328 0.1197 0.0243 0.1374 0.2504 0.0497 12 9- 10 0.4025 0.4025 0.2597 0.1168 0.2195 0.3624 0.0401 13 10- 11 0.3063 0.3063 0.2462 0.1898 0.2454 0.3044 0.0111 14 11- 12 0.3187 0.2831 0.1459 0.0443 0.1815 0.3187 0.0385 I # cSS'a /Z. Z/ 4,9TE2 �q L RISA -2D ( R ) Version 3.02 JVA, Inc. Page : 1 1319 Spruce St. Boulder, CO 80302 8/11/94 Units Option : US Standard AISC Code Checks 9th Edition ASD Shear Deformation: No P -Delta Effects : No Redesign : No Edge Forces : No A.S.I.F. : 1.333 ---------------------------------------------------------------------------- Node Boundary Conditions No X -Coord Y -Coord X -dof Y -dof Rotation Temp. ------- - - - -(f t)---- - - - -(f t)- - - - -(i n , K/ i n) - - - -(i n , K/ i n) - - -(r , K -f t /r)- - - - -(F )- 1 0.00 0.00 R R 0.00 2 11.33 0.00 R R R 0.00 3 31.33 0.00 R R R 0.00 4 42.66 0.00 R R 0.00 N w 5 0.00 9.00 0.00 6 11.33 9.00 0.00 7 31.33 9.00 0.00 8 42.66 9.00 0.00 9 0.00 18.00 0.00 10 11.33 18.00 0.00 11 31.33 18.00 0.00 R 12 42.66 18.00 0.00 ---------------------------------------------------------------------------- Material Elastic Poisson's Thermal Weight Yield Stress 9 : Label Modulus Ratio Coefficient Density (Fy) --------------- (Ksi) ----------------------- (F) -------- (K/ft3) ------ (Ksi)---- stl 29000.00 0.30000 0.65000 0.490 50.000 d Section Database Matl. Area Moment of As y/y N ® Label Shape Set Inertia Coef -------------------------------------- (in --------- (in ----------------- bm1 WlOX22 stl 6.49 118.000 1.20 bm2 WlOX33 stl 9.71 170.000 1.20 endcol WlOX22 stl 6.49 118.000 1.20 t intcol W12X26 stl 7.65 204.000 1.20 ---------------------------------------------------------------------------- I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length ------------------------------------------------------ (in)---- (in)---- - -(ft) P 1 1 - 5 endcol 9.00 Nodal Loads, BLC 1= lat ---------------------------------------------------------------------------- Node Number Global X Global Y Moment ------------------------ ( K) ------------------ (K) ------------------ (K -f t) - - -- 9 11.400 0.000 0.000 5 6.000 0.000 0.000 # cSS'o /2. 2 2 (;o cDE•j Rdz j*t 6 /9rE4 , 9 L RISA -2D ( R ) Version 3.02 JVA, Inc. Page 2 1319 Spruce St. Boulder, CO 80302 8/11/94 ---------------------------------------------------------------------------- I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length ------------------------------------------------------ (i n) - - - -(i n)-- - - - -(ft) 2 2 - 6 intcol 9.00 3 3 - 7 intcol 9.00 4 4 - 8 endcol 9.00 5 5 - 6 bm2 11.33 6 6 - 7 bm2 20.00 7 7 - 8 bm2 11.33 8 5 - 9 endcol 9.00 9 6 - 10 endcol 9.00 10 7 - 11 endcol 9.00 11 8 - 12 endcol 9.00 12 9 - 10 bm1 11.33 13 10 - 11 bml 20.00 14 11 - 12 bm1 11.33 ---------------------------------------------------------------------------- I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb -in Lb -out Lc In Out Cm Cb --------------------(ft)-----(ft)-----(ft)---------------------------------- 1 1 - 5 2 2 - 6 3 3 - 7 4 4 - 8 5 5 - 6 6 6 - 7 7 7 - 8 8 5 - 9 9 6 - 10 10 7 - 11 11 8 - 12 12 9 - 10 13 10 - 11 14 11 - 12 ---------------------------------------------------------------------------- BLC Basic Load Case Load Totals No. Description Nodal Point Dist. ---------------------------------------------------------------------------- 1 lat 2 Nodal Loads, BLC 1= lat ---------------------------------------------------------------------------- Node Number Global X Global Y Moment ------------------------ ( K) ------------------ (K) ------------------ (K -f t) - - -- 9 11.400 0.000 0.000 5 6.000 0.000 0.000 4t 6 sso /Z. Z-7 Go c DE'+ ) RISA -2D ( R ) Version 3.02 JVA, Inc. Page 3 1319 Spruce St. Boulder, CO 80302 8/11/94 ---------------------------------------------------------------------------- Load Combination Self Wt BLC BLC BLC BLC BLC W E No. Description Dir Fac Fac Fac Fac Fac Fac DYNA S V ---------------------------------------------------------------------------- 1 wind 1 1 Load Combination is 1 wind Nodal Displacements ---------------------------------------------------------------------- - - - - -- Node Global X Global Y Rotation (in)-----------------(in)----------------(rad)--------- �'" 1 0.00000 0.00000 - 0.00259 2 0.00000 - 0.00000 - 0.00000 3 0.00000 0.00000 - 0.00000 4 0.00000 - 0.00000 - 0.00253 5 0.22460 0.00345 - 0.00107 6 0.22075 - 0.00192 - 0.00151 7 0.21814 0.00183 - 0.00149 8 0.21904 - 0.00334 - 0.00102 9 0.43615 0.00460 0.00122 10 0.42999 - 0.00278 - 0.00070 11 0.42285 0.00265 - 0.00068 12 0.42088 - 0.00445 - 0.00116 Load Combination is 1 : wind Reactions ---------------------------------------------------------------------------- Node Global X Global Y Moment - - -- (K) ------------------ ( K)------------- - - -- - - - -_- - -(K -f t)--- - - - - -- 1 - 0.89017 - 6.00599 0.00000 2 - 7.85172 3.94540 42.21621 3 - 7.77291 - 3.76157 41.75904 4 - 0.88520 5.82216 0.00000 Totals - 17.40000 - 0.00000 83.97525 - Load Combination is 1 wind Member End Forces Nodes = __ I -End = _____ -___ _- _- ____ -= J -End = _- ____ - -- No I J Axial Shear Moment Axial Shear Moment ---------------(K)--------(K)------(K-ft)-------(K)--------(K)------(K-ft)-- 1 1- 5 -6.01 0.89 -0.00 6.01 -0.89 8.01 2 2- 6 3.95 7.85 42.22 -3.95 -7.85 28.45 3 3- 7 -3.76 7.77 41.76 3.76 -7.77 28.20 4 4- 8 5.82 0.89 0.00 -5.82 -0.89 7.97 5 5- 6 7.97 -4.00 -21.31 -7.97 4.00 -23.97 6 6- 7 3.06 -1.55 -15.57 -3.06 1.55 -15.49 7 7- 8 -1.85 -3.89 -23.44 1.85 3.89 -20.64 8 5- 9 -2.01 2.87 13.30 2.01 -2.87 12.49 Y F� 1 .;;r e.-S le, 2 y 6* (-DEj PC/9,C 44 RISA -2D ( R ) Version 3.02 JVA, Inc. Page : 4 1319 Spruce St. Boulder, CO 80302 8/11/94 _________________ ---------------------------------------------------------------------------- Nodes _______ - -= I -End = _____ -___ _________= J -End w No I J Axial Shear Moment Axial Shear Moment --------------- (K) -------- (K) ------ (K -f t)------- (K)-------- (K)---- - -(K -f t) -- 9 6- 10 1.50 2.94 11.09 -1.50 -2.94 15.37 10 7- 11 -1.42 2.86 10.74 1.42 -2.86 14.99 11 8- 12 1.93 2.74 12.68 -1.93 -2.74 11.94 12 9- 10 8.53 -2.01 -12.49 -8.53 2.01 -10.28 13 10- 11 5.59 -0.51 -5.09 -5.59 0.51 -5.06 14 11- 12 2.74 -1.93 -9.93 -2.74 1.93 -11.94 Load Combination is 1 wind AISC Code Checks ---------------------------------------------------------------------------- Nodes Member Quarter Points No I J Maximum 0 1/4 1/2 3/4 L Shear ---------------------------------------------------------------------------- 1 1- 5 0.1689 0.0308 0.0654 0.0999 0.1344 0.1689 0.0182 2 2- 6 0.5893 0.5893 0.3532 0.1170 0.1692 0.4053 0.1397 3 3- 7 0.5581 0.5581 0.3244 0.0976 0.1447 0.3769 0.1383 4 4- 8 0.2129 0.0479 0.0892 0.1304 0.1717 0.2129 0.0181 5 5- 6 0.3136 0.2832 0.1536 0.0544 0.1840 0.3136 0.0708 6 6- 7 0.3328 0.3328 0.1829 0.0330 0.1814 0.3313 0.0275 7 7- 8 0.2747 0.2747 0.1485 0.0224 0.1165 0.2427 0.0690 8 5- 9 0.2753 0.2753 0.1419 0.0173 0.1251 0.2586 0.0587 9 6- 10 0.3307 0.2420 0.1050 0.0567 0.1937 0.3307 0.0602 10 7- 11 0.3103 0.2224 0.0892 0.0440 0.1771 0.3103 0.0586 11 8- 12 0.2784 0.2784 0.1510 0.0235 0.1358 0.2632 0.0560 12 9- 10 0.4147 0.4147 0.2682 0.1216 0.2115 0.3580 0.0412 13 10- 11 0.2947 0.2947 0.2422 0.1897 0.2414 0.2940 0.0104 14 11- 12 0.3374 0.2856 0.1448 0.0558 0.1966 0.3374 0.0396 Y F� 1 By CIlKD. BY NA. 1000OORATED 303.I"AW t% s1'RM STREET 303.144.1957 FAX SOMM COLORADO 00302 JOB Ii 6SSo SHEETNO 2 ' OF DATE 7 _1).9 y PROJECT G'o'-D -' r'EAK PRELIM. DATE CLIENT S N FINAL GATE 2 �9 G, i L - -- - . -.. L• - - •�'a� - ALLOWABLE ULTIMATE BEARING STRESS C 3 . 1 1 73 APPLIED ULTIMATE BEARING STRESS Iksi7= 0,951 CCONTROLLED BY AX'iAL LOAD AND WIND MOMENT WITH STRESS iNCREASEj FINAL BASE PLATE DIMENSIONS: WIDTH CB3 12 LENGTH (Pig Cin) = REQti D THICKNESS C i n7 = 0. 764 BOLT TENSI (kiPs3 ACTING ABOUT COLUMN WEAK CY3 AXIS = 41.804 ---------------------------------------------------------- C1OLUMN_ W ;22 - - - - - - - - - - - - - - - - APPLIED AXIAL WORrIN;� DE LOAD CkiPs3 = .5.6 APP AXIAL WORKING LIVE LOAD (kiPS3 = 3 APPLIED AXIAL WORKINI TOTAL LOAD Cki = 8. APPLIED WORKI WIND MOMENT (MX) AT COLUMN BASE C +c - k i P s3 _ -17.6 COLUMN I LG • W 13X2.& ' S COLUMN SECTION PROPERTIES: A(in1'2) = 6.4'3 d(in= - 10.12 5 bi:t = 5.75 ' COLUMN OR PILASTER DIMENSIONS: LENGTH (in) l,.f L D T H i n t DISTANCE COLUMN X -AXIS TO NEAREST FACE OF SUPPORT Cin7 = 7 DISTANCE COLUMN Y-AXIS TO NEAREST FACE OF SUPPORT (in! = 4 CONCRETE - STRENGTH (+'c) - (kS3.) _4 BASE PLATE STEEL STRENGTH (Fy) C::si3 = 36 TRI+ =iL EASE F'LATE C >IMEhI5ICt1`IS: t.1IDTH Cinj = 7.5 LEril] T H ( i nJ = 12 S P A A BOLT EDGE D i= TANCE Cina = • 3 ALL.& iWABLE ULTIMATE BEARING STRESS C k= i j = 3. 344 APPLIED ULTIMATE BEARING STRESS 'Lvs1J= .Z:.320 (,CONTROLLED BY AXIAL LOAD AND WIND MOMENT WITH STRESS I N;CREASE) w FINAL BASE PLATE DIMENSIONS: WIDTH (63 Cin)= 7.5 LENGTH Ckr f:n1= t2 REQD THICKNESS BO LT TENSION rkiPs) ACTING ABOUT COLUMN STRONG (X) AXIS = 2'3.078 --------------------------------------------- i i i III�G.G.E BY CHKD.BY Ak WCONWOMATRW 303.M/ In t31s sPwm STREET �c 303.111.1957 FAX BOLIM COLORADO SM JOB N '"�` SHEET NO �2� OF DATE A 1 9 y PROJECT k PRELIM. DATE CLIENT S N FINAL G A rE' 2 i3C.. ------------------------------------------------------- COLUMN: WA2X26 APPLIED AXIAL WORKING DEAD LOAD ( kiPS3 = 4 APPLIED AXIAL WORKING LIVE LOAD CkiPS3 = 3 APPLIED AXIAL WORKING TOTAL LOAD CkiPS3 = APPLIED W WIND MOMENT CMx) AT COLUMN BASE C }t -kips) = 30. COLUMN S I Z E : W QX2b COLUMN SECTION PROPERTIES: A C i nT2) - 7.65 dtin) = 12.25 bi Cin) _ 6.5 Sx Ci n fi33 = 33.4 n' Cis;) = 3. .5 WALL THICKNESS Cin) CPARALLEL3 = B DISTANCE COLUMN Y-AXIS TO NEAREST FACE OF WALL Cin3 = 4 CONCRETE STRENGTH C00 CKS13 = 4 - - - - - - - - - - - - - - - - - - - - - - BASE PLATE STEEL STRENGTH CFA') Ck = 36 ---------------------------------------------------------------- TRIAL BASE PLATE DIMENSIONS: WIDTH (in) = 7.5 LENGTH Cim3 = 16 EASE PLATE ANCHOR BOLT EDGE DISTANCE C"Q = 1.5 A ULTIMATE BEARING STRESS (kSi3= 3.322 APPLIED ULTIMATE BEARING STRESS Cksi3= 1. CCONTROLLED BY AXIAL LOAD AND WIND MOMENT WITH STRESS INCREASE) FINAL BASE PLATE DIMENSIONS: WIDTH C8) Cin)= 7.5 LENGTH CN) i. Q = is RECD TH Cin]= 0.934 BOLT TENSION CkiPS3 ACT ABOUT COLUMN STRONG Q3 AXIS = 29..474 TRIAL BASE PLATE DIMENSIONS: WIDTH (in) = 7.5 LENGTH CiQ 24 BASE PLATE A N CHOR BOLT EDGE DISTANCE Cin3 = 1.5 ALLOWA ULTIMATE BE 'STRESS Cksi)= 3.311 APPLIED ULTIMATE BEARING STRESS Cksi)= 0.594 CCONTROLLED BY AXIAL LOAD AND WIND MOMENT WITH _TRESS INCREASE) FINAL BASE PLATE DIMENSIONS: WIDTH CB) Cin3= T.5 LENGTH CN) Cin) = 24 R:EQ' D THICKNES= Cin) = 1.172 BOLT T E NSI ON CkiP ACTING A60UT C OLUMN ST RON G CX3• ----------------------------------------------------------- AXIS = 23.526 - - - - -- JVk INCORPORATED Mom 111,444 �111 1319 SPRUCE STREET '0, 444 9 , 7 fAx BOULDER, COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # 6 S j- SHEET NO /? OF BY DATE PROJECT j'EA Vj IC PRELIM. CHKD. BY — DATE CLIENT s H FINAL 4 -6 S 7 1`9 6 e- 7 Lj ?t-A,-y je Z x l= z ycRe 2 X /a - AV C .0 &V K 0,So le/f7 (5 It 4 X j I k a U L -7.5 Z C PROJECT MANUAL FOR GOLDEN PEAK HOUSE REDEVELOPMENT VAIL, COLORADO PROJECT NO. 9408 ARCHITECTS SNOWDON AND HOPKINS 201 GORE CREEK DRIVE VAIL, COLORADO 81657 E d JANUARY 12, 1994 PROJECT DIRECTORY Golden Peak House Redevelopment Vail Colorado Snowdon & Hopkins 201 Gore Creek Drive Vail, Colorado 81657 303/476 -2201 JVA, Inc. 1319 Spruce Street Boulder, Colorado 80302 303/444 -1951 Beaudin Ganze Consulting Engineers, Inc. PO Box 39 Vail, Colorado 81658 303/949 -6108 Specifications Consultants, Inc. 2345 N. Academy Place, Suite 100 Colorado Springs, Colorado 80909 719/574 -0037 Land Design by Ellison PO Box 1259 Avon, Colorado 303/949 -1700 Hepworth - Pawlak Geotechnical, Inc. 7840 Highway 82 Glenwood Springs, Colorado 81601 303/945 -7988 Inter - Mountain Engineering, Ltd. Box 978 Avon, CO 81620 303/949 -5072 Hyder Construction, Inc. 1020 West 1st Avenue Denver, Colorado 80223 303/825 -1313 Architects Structural Engineers Mechanical and Electrical Engineers Specifications Landscape Consultants Geotechnical Surveyor General Contractor S &H 9408 1 TABLE OF CONTENTS FOR PROJECT MANUAL GOLDEN PEAK HOUSE REDEVELOPMENT VAIL, COLORADO PROJECT NO. B402 JANUARY 12, 1994 BI DDING REQUIREMENTS AND CONDITIONS OF THE CONTRACT 00100 Instructions to Bidders 00200 Information Available to Bidders 00700 General Conditions 00800 Supplementary Conditions SPECIFICATIONS 1 -3 1 1 1 -8 DIVISION 1 - GENERAL REQUIREMENTS Excavation Support System 01010 Summary of Work 1 -2 01020 Allowances 1 -2 01045 Cutting and Patching 1 -3 01050 Field Engineering 1 -2 01060 Regulatory Requirement 1 01091 Reference Standards 1 01092 Abbreviations 1 -2 01200 Project Meetings 1 -2 01300 Submittals 1 -5 01400 Quality Control 1 -3 01500 Construction Facilities and Temporary Controls 1 -6 01600 Material and Equipment 1 -5 01700 Contract Closeout 1 -5 01710 Final Cleaning 1 -2 DIVISION 2 - SITEWORK 02050 Demolition 1 -3 02160 Excavation Support System 1 -2 02200 Earthwork 1 -5 02211 Boulder Placement 1 -2 02510 Asphaltic Concrete Paving 1 -4 02518 Concrete Pavers - Sand Bed 1 -2 02519 Stone Paving - Sand Bed 1 -2 02520 Stone Pavers - Setting Bed 1 -3 02521 Concrete Curbs and Sidewalks 1 -6 02596 Gravel Surfacing 1 02712 Foundation Drainage 1 -2 02810 Underground Irrigation System 1 -4 02895 Timber Edging 1 S&H 9408 Vo 02900 Landscaping 1 -8 n: DIVISION 3 - CONCRETE AW 03100 Concrete Formwork 1 -5 03200 Concrete Reinforcement 1 -3 03240 Fibrous Reinforcing 1 -2 03300 Cast -In -Place Concrete 1 -16 03600 Grout 1 DIVISION 4 - MASONRY 1 -6 04100 Mortar and Masonry Grout 1 -2,; 04150 Masonry Accessories 1 04200 Unit Masonry 1 -5 " DIVISION 5 - METALS 05120 Structural Steel 1 -11 05310 Steel Deck 1 -4 05400 Cold Formed Metal Framing 1 -3 05500 Metal Fabrications 1 -3 05510 Metal Stairs 1 -3 DIVISION 6 - WOOD AND PLASTICS 06100 Rough Carpentry 1 -3 06116 Gypsum Sheathing 1 -2 06200 Finish Carpentry 1 -3 06275 Wood Door and Window Frames 1 -2 DIVISION 7 THERMAL AND MOISTURE PROTECTION 07113 Modified Bituminous Sheet Membrane Waterproofing 1 -4 07160 Bituminous Dampproofing 1 -2 07195 Air Infiltration Barrier 1 -2 07210 Building Insulation 1 -2 07240 Exterior Insulation and Finish System 1 -4 07270 Firestopping 1 -4 07510 Built -up Bituminous Roofing 1 -6 07570 Balcony Deck Coating 1 -2 07600 Flashing and Sheet Metal 1 -4 07610 Sheet Metal Roofing 1 -3 07720 Roof Accessories 1 07810 Skylights 1 -2 07900 Joint Sealers 1 -6 DIVISION 8 - DOORS AND WINDOWS 08110 Steel Doors and Frames 1 -4 08210 Wood Doors 1 -4 08225 Metal Clad Wood Doors and Frames 1 -3 08230 Packaged Wood Door Frames 1 -2 08260 Packaged Wood Door Assembly 1 -2 08305 Access Doors 1 -2 08312 Metal Clad Wood Sliding Glass Doors 1 -2 08460 Automatic Entrance Doors 1 -3 08611 Metal Clad Wood Windows 1 -2 S&H 9408 2 08710 Door Hardware 1 -4 DIVISION 9 - FINISHES 09261 Gypsum Board Partitions and Walls 1 -5 09262 Gypsum Board Ceilings 1 -3 09300 Tile 1 -3 09600 Stone Flooring 1 -3 09650 Resilient Flooring 1 -4 09680 Carpet 1 -3 09900 Painting 1 -6 DIVISION 10 - SPECIALTIES 10310 Fireplace Specialties and Accessories 1 -2 10522 Fire Extinguishers, Cabinets and Accessories 1 -2 10800 Toilet and Bath Accessories 1 DIVISION 11 - EQUIPMENT NONE REQUIRED DIVISION 12 - FURNISHINGS NONE REQUIRED DIVISION 13 - SPECIAL CONSTRUCTION NONE REQUIRED DIVISION 14 - CONVEYING SYSTEMS 14240 Hydraulic Passenger Elevator 1 -5 14241 Service Elevator 1 -4 14440 Sidewalk Lift 1 -4 DIVISION 15 - MECHANICAL 15010 General Provisions 1 -7 15250 Insulation 1 15400 Plumbing 1 -7 15500 Fire Protection 1 -3 15600 Heat and Refrigeration 1 -7 15800 Air Distribution 1 -7 15900 Controls & Instrumentation 1 -6 DIVISION 16 - ELECTRICAL 16010 General Provisions 1 -4 16100 Basic Materials and Methods 1 -12 16400 Service and Distribution 1 -3 16500 Provisions 1 -2 16700 Communication Systems 1 16721 Fire Alarm and Smoke Detection Systems 1 -9 S &H 9408 3 DOCUMENT 00100 INSTRUCTIONS TO BIDDERS 1. CONTRACTS The General Contractor for this project is: Hyder Construction, Inc. 1020 West 1st Avenue Denver, Colorado 80223 303/825 -1313 Except as indicated.otherwise, all work under this contract will be under the direction of the General Contractor. The successful bidder(s) will execute a subcontract or purchase order with the General Contractor on the General Contractor's standard forms. Wherever the words Contractor or General Contractor are used in the Project Manual, they shall mean Hyder Construction, Inc. 2. STATE AND LOCAL LAWS Bidders are expected to familiarize themselves with the laws and acts of the State of Colorado and the ordinances of the city or county in which the project is located. 3. INTERPRETATION OF DOCUMENTS No interpretation of the meaning of the plans, specifications or other pre -bid documents will be made to any bidder orally. Only interpretations made in conformity with the following procedure will be valid. Interpretations either written or oral by any of the Architect's consultants will not be valid. Every request for such interpretation should be in writing addressed to the Architect and to be given consideration must be received by the Architect before: 12:00 Noon, Seven Calendar Days Before Date set by the Contractor for Receipt of Bids Any and all such interpretations and any supplemental instructions will be in the form of written addenda which, if issued, will be mailed to the respective addresses furnished for such purposes. Failure of any bidder to receive any such addenda or interpretation shall not relieve such bidder from any obligation under his bid as submitted. All addenda so issued shall become a part of the Contract Documents. S &H 9408 00100 -1 El 4. 5. 6. CONSULTANTS As a matter of identification, the names of consultants employed the Architect or Owner for various phases of the work are listed the drawings and in the Project Manual. Bidders or material suppliers shall not communicate directly with of the consultants without the permission of the Architect. All questions and requests for decisions and interpretations shall be directed to the Architect, who if he deems it advisable, will confer with his consultants regarding same. See Article 3 regarding Interpretations of Documents. PARTIAL INFORMATION At the request of parties interested in submitting sub -bids on portions of the work, the Contractor may from time to time issue portions of the drawings and specifications as a convenience to said parties. The Architect disclaims any and all responsibility for errors or omissions made by parties using such partial information in compiling their proposals. CHANGES AND SUBSTITUTIONS Items herein specified under manufacturers' names and catalog numbers are intended as a basis of quality and not as a closed specification unless noted otherwise. Items other than those specifically named in the specifications or as shown on the drawings will be considered provided request for approval of such items is received by the Architect in writing by; 12:00 Noon, Seven Calendar Days Before Date Set by the Contractor for Receipt of Bids Each request for substitution must be accompanied by complete catalog sheets and other pertinent data, which will make it possible to properly evaluate the items proposed for use. If, in the Architect's opinion the item or items proposed for use are equal to the items specified in design, quality, material and function, he will issue an Addendum listing all such items approved for use. Requests for approval received after the above time and date will not be considered. Requests for substitution of mechanical and electrical items may be sent directly to respective consulting engineers with copy to the Architect. Bidders shall base their bid upon the use of any of the items specifically named in the specifications or on the drawings, or as approved in an Addendum issued by the Architect. S&H 9408 00100 -2 La Changes or substitutions will not be considered after the award of the contract except those which will result in a better job, a savings to the Owner, or both. 7. PROPOSALS Proposals shall be submitted by subcontractors and suppliers on forms designated by the General Contractor. Reference this Project Manual and accompanying drawings and submit bid proposal as follows: a. Per drawings and specifications, itemize costs by each specification section. Show total costs (taxes, freight, etc.) b. List any specification item exclusion separately c. Note all addenda included in bid. d. Indicate the number of working days required to complete bid work. If work is phased, provide time schedule for each phase of work. (i.e. electrical - electrical rough -in and electrical trim work would be different phases of work.) Return drawings and Project Manual with bid to the General Contractor not later than date requested. Any bid returned to the General Contractor incomplete including any and all information herein.requested, will be rejected upon such determination by the Project Manager. If the party bidding is an incorporated body, the proposal shall be signed by the, president and secretary or a duly authorized agent and be accompanied by the corporation seal. If not a corporation, all interested bidders must sign the proposal. The proposal form and all attached documents together with any required proposal guaranty, shall be placed in a sealed envelope marked for identification and delivered to the place indicated by the Contractor prior to the date and hour stipulated. 8. SALES AND USE TAXES Bidders shall include all required sales and use taxes. 9. PLANS FOR REFERENCE Complete sets of plans and specifications for all portions of the work may be examined by Contractors, subcontractors and material suppliers at the offices of the General Contractor and /or Architect. END OF INSTRUCTIONS TO BIDDERS S &N 9408 00100 -3 DOCUMENT 00200 INFORMATION AVAILABLE TO BIDDERS 1.01 SUBSURFACE INVESTIGATION Each Bidder shall be fully familiar with the following document which has been prepared for the Owner by his separate consultant. A. Subsurface Investigation (Geotechnical Report): Subsoil Study For Foundation Design Golden Peak House Building 278 Hanson Ranch Road Vail, Colorado Hepworth - Pawlak Geotechnical, Inc. Glenwood Springs, Colorado Job No. 193 257 December 30, 1993 B. The above document will be available for examination at the offices of the General Contractor and Architect. In preparing his bid, each Bidder shall consider and evaluate data contained in the above document as well as the drawings and Project Manual prepared by the Architect. C. Such data is offered solely for reference and is not to be considered a part of the Contract Documents. The data contained in the above listed document is believed to be reliable; however, the Architect does not guarantee its accuracy or completeness. END OF INFORMATION AVAILABLE TO BIDDERS S&H 9408 00200 -1 DOCUMENT 00700 GENERAL CONDITIONS FORM OF GENERAL CONDITIONS 1. The "General Conditions of the Contract" AIA Document A201 1987 edition, issued by the American Institute of Architects, is hereby made a part of these specifications to the same extent as if written herein in full. 2. Copies of the General Conditions of the Contract are on file and may be referred to at the office of the Architect or may by purchased at a nominal charge from any dealer in architect supplies. END OF DOCUMENT S&H 9408 00700 -1 DOCUMENT 00800 SUPPLEMENTARY CONDITIONS SC.1 SUPPLEMENTARY CONDITIONS The following supplements modify, change, delete from or add to the "General Conditions of the Contract for Construction ", AIA Document A201, Fourteenth Edition, August 1987. Where any article of the Genera Conditions is modified or any paragraph, subparagraph or clause thereof is modified or deleted by these supplements, the unaltered provisions of that article, paragraph, subparagraph or clause shall remain in effect - All divisions of the specifications shall be subject to the General Conditions and Supplementary Conditions. To the extent, if at all, that any provision of the General or Supplementary Conditions shall conflict with the agreement between the Owner and General Contractor, the terms of the Owner /Contractor Agreement shall govern. SC.2 MODIFICATIONS TO ARTICLES OF THE GENERAL CONDITIONS 2.1 ARTICLE 1 - CONTRACT DOCUMENTS, 1.2 EXECUTION, CORRELATION AND INTENT Add the following to 1.2.3: Where a conflict occurs between or within standards, specifications, and drawings, the more stringent or higher quality requirements shall apply. The precedence of the Construction Documents is in the following sequence: 1. Addenda and modifications to the drawings and specifications take precedence over the original construction documents. 2. Should there be a conflict within the specifications or on the drawings, the Architect shall decide which stipulation will provide the best installation and his decision shall be final. 3. Should a conflict arise between the drawings and the specifications, the specifications shall have precedence over the drawings. 4. In the drawings, the precedence shall be drawings of a larger scale over those of a smaller scale, figured dimensions over scaled dimensions, and noted materials over graphic indications. 2.2 ARTICLE 3 - CONTRACTOR, 3.4 LABOR AND MATERIALS Add the following: 3.4.3 Bidders shall base their bid upon the use of any of the items specifically named in the specifications or on the drawings, or as approved in an Addendum issued by the Architect. S &H 9408 00800 -1 No changes or substitutions will be considered after the award of the contract except those which will result in a better job, a savings to the Owner, or both. 2.3 ARTICLE 3 - CONTRACTOR, 3.7 PERMITS, FEES AND NOTICES 3.7.1 Add the following: Building permits shall be obtained by the General Contractor. Electrical and mechanical permits shall be obtained by the mechanical and electrical subcontractors. The mechanical contractors will pay for any required sewers water and gas tap fees. The Owner will pay for plant investment fees and connection charges based on the cost of mains serving the site. , The Contractor shall call for all inspections required by the local building inspection authority. Assessments against the property are the obligation of the Owner and will be paid by the Owner as necessary to assure issuance of permits specified above. This includes sewer and water charges for capital improvements and line extensions. 2.4 ARTICLE 3 - CONTRACTOR, 3.10 CONTRACTOR'S CONSTRUCTION SCHEDULES 3.10.1 Add the following: The schedule shall indicate the start and completion of each of the elements on the Schedule of Values. The schedule shall indicate the major dependencies among elements on the schedule. The completion time shall be as specified in the Agreement. The schedule shall be revised when the completion time is revised by change order. See Specifications, Division 1, for detailed procedures. 2.5 ARTICLE 3 - CONTRACTOR, 3.11 DOCUMENTS AND SAMPLES AT SITE See Specifications, Division 1, for record documents requirements. 2.6 ARTICLE 3 - CONTRACTOR, 3.12 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES See Specifications, Division 1, for detailed procedures. 2.7 ARTICLE 3 - CONTRACTOR, 3.14 CUTTING AND PATCHING See Specifications, Division 1, for additional requirements. S &H 9408 00800 -2 A WWI 2.8 ARTICLE 3 - CONTRACTOR, 3.15 CLEANING UP See Specifications, Division 1, for additional requirements. 2.9 ARTICLE 4 - ADMINISTRATION OF THE CONTRACT, 4.3 CLAIMS AND DISPUTES 4.3.3 Time Limits on Claims Change 11 21 days" to read "ten days ". 2.10 ARTICLE 4 - ADMINISTRATION OF THE CONTRACT, 4.3 CLAIMS AND DISPUTES 4.3.8 Claims for additional time. 4.3.8.2 Delete and substitute the following: Extension of the contract completion time will be made for delays due to weather conditions only when such conditions are more severe and extended then those reflected by the ten year average for the month as evidenced by the Climatological Data, U.S. Department of Commerce, for the project area and only if a request for such an extension of time is received within ten (10) days of the first date of delay. It is understood that delays due to weather conditions will be allowed on a tentative basis only and that a final decision by the Architect will be reserved until the project is substantially completed. In allowing delays for weather, the Architect will be entitled to consider weather conditions prevailing throughout the entire contract period. Extensions of time due to weather or other allowable reasons will be granted on the basis of 1.4 calendar days for every working day lost with each separate extension figured to the nearest whole calendar day. No more than 30 calendar days extension for weather will be allowed during the total construction period. Extensions for other reasons allowed by the General Conditions shall not be limited. 2.11 ARTICLE 7 - CHANGES IN THE WORK, 7.2 CHANGE ORDERS 7.2.2 Change the work "may" to "shall ". 2.12 ARTICLE 7 - CHANGES IN THE WORK, 7.3 CONSTRUCTION CHANGE DIRECTIVES 7.3.3 Delete and substitute the following: 7.3.3 The cost or credit to the Owner resulting from a construction change directive shall be determined in one of the following ways: 1. By unit prices named in the bid or subsequently agreed upon. Unit prices shall include all Contractor's costs, including materials, labor, supervision, taxes, insurance, bond overhead and profit, and shall be applied directly to the quantities or the differences in quantities for which unit S&H 9408 00800 -3 ow prices are requested. 2. By reasonable estimated cost of: a. Labor, including foremen (labor costs shall be direct costs) b. Social Security and old age and unemployment contri- butions c. Materials entering permanently into the work (including taxes) d. The ownership or rental cost of construction plant and equipment during the time of use on the extra work. 3. The Contractor may include a sum up to 15% of the total of the foregoing items as compensation to cover the cost of supervision, overhead, bond, insurance, profit and any other general expenses; subcontractor and second level sub- contractors may include a sum up to ION for such expenses. When both additions and credits are involved in any one change, the allowance for mark -up shall be figured on the basis of net increase, if any. •k 4. The Contractor's proposal shall include an itemized break- down showing quantities, unit costs, hours and rates of labor, and any other costs in such detail as may be required to allow the reasonableness of costs to be established. Similar cost information covering subcontractor's work shall be include as part of the Contractor's proposal. Minimum „ charges for "handling" will not be acceptable. Request for shall be returned to the Architect within ten � uotations 10) calendar days of receipt by the Contractor. 2.13 ARTICLE 8 - TIME, 8.2 PROGRESS AND COMPLETION Add the following subparagraphs: 8.2.4 The Contractor must agree to commence work within seven (7) days following receipt of a written "Notice to Proceed ". 8.2.5 It is agreed that time is of the essence and that the Owner will suffer substantial damages if the work is not completed within the time stated in the Instructions to Bidders. 2.14 ARTICLE 8 - TIME, 8.3 DELAYS AND EXTENSIONS OF TIME 8.3.1 Delete the words "or other causes beyond the Contractor's control ". 2.15 ARTICLE 9 - PAYMENTS AND COMPLETION, 9.2 SCHEDULE OF VALUES 9.2.1 Add the following: The Schedule of Values shall be prepared in such a manner that , each major item of subcontract work is shown as a single line item on AIA Document G703a, Application and Certificate for Payment, Continuation sheet. As a guide, each section of the S &H 9408 00800 -4 rn R Project Manual should be shown as a single line item. 2.16 ARTICLE 9 - PAYMENTS AND COMPLETION, 9.3 APPLICATIONS FOR PAYMENT 9.3.1 Change to read as follows: On or before the fifth day of each month, the Contractor shall submit to the Architect an itemized Application for Payment for all work completed through the last day of the previous month. Application for Payment shall be supported by such data substantiating the Contractor's right to payment as the Owner or Architect may require and reflecting retainage as provided elsewhere in the Contract Documents. The form of Application for Payment shall be AIA Document G702a, Application and Certification for Payment, supported by AIA Document G703a, Continuation Sheet. 9.3.2 Add the following: In order to facilitate and better assure prompt deliveries of materials, the Owner will advance payment to the Contractor for the full value of all materials, less the contract retained percentage safely stored within the county where the project is located for delivery as needed to the site of the work. Such stored materials must be properly tagged as to material and job identification, must be available for inspection by the Architect, and such requests for payment must be accompanied by documentary evidence as to quantity and value of materials. Add the following subparagraph: 9.3.4 With each application for payment, the Contractor shall submit monthly Progress Charts comparing the "work in place" progress to the Progress Schedule. 2.17 ARTICLE 9 - PAYMENTS AND COMPLETION, 9.5 DECISIONS TO WITHHOLD CERTIFICATION 9.5.1 Add the following: 8. Failure of the Contractor 'to submit Progress Charts in comparison to Progress Schedule with application for payment. 9. Failure to comply with any laws, ordinances, regulations or orders of any public authority governing the performance of the work. The Owner shall make monthly progress payments as described in 9.6 until the scheduled (including time extensions made by change order) time for substantial completion. If the project is not substantially complete at this time, the Owner will not make further progress payments until the project is substan- S &H 9408 00800 -5 tially complete. 2.18 ARTICLE 9 - PAYMENTS AND COMPLETION, 9.6 PROGRESS PAYMENTS 9.6 Progress Payments 9.6.1 Change to Read: Provided the Architect has issued a certificate on or before the 12th day of the month, the Owner shall make payment on or before the 25th day of the month. Until final payment, the Owner will pay 90% of the amount due the Contractor on account of each line item of each progress payment. If the manner of completion of the work and its progress are and remain satisfactory to the Architect, and in the absence of other good and sufficient reasons, for work category shown to be 500 or more complete in the application for payment, the Owner, may, without reduction of previous retainage, certify any remaining progress payments for each line item to be paid in full. The full contract retainage may be reinstated if the manner of completion of the work and its progress do not remain satisfactory to the Architect or for other good and sufficient reasons. 2.19 ARTICLE 9 - PAYMENTS AND COMPLETION, 9.8 SUBSTANTIAL COMPLETION 9.8.1 Add the following: ....all major systems are operational and all safety features are completed. 2.20 ARTICLE 9 - PAYMENTS AND COMPLETION, 9.9 PARTIAL OCCUPANCY OR USE 9.9.1 Change to read as follows: 9.9.1 The Contractor agrees to the use and occupancy of a portion or unit of the project before formal acceptance by the Owner under the following conditions: 1. A Certificate of Substantial Completion shall be prepared and executed as provided in Paragraph 9.1 of the accompanying General Conditions of the Contract for Construction, except that when, in the opinion of the Owner, the Contractor is chargeable with unwarranted delay in completing work or other contract requirements, the signature of the Contractor will not be required. The Certificate of Substantial Completion shall be accompanied by a written endorsement of the Contractor's insurance carrier and surety permitting occupancy by the Owner during the remaining period of project work. 2. Occupancy by the Owner shall not be construed by the Contractor as being acceptance of that part of the project S&H 9408 00800 -6 U CJ- to be occupied. 3. The Contractor shall not be held responsible for any damage to the occupied part of the project resulting from the Owner's occupancy. 4. Occupancy by the Owner shall not be deemed to constitute a waiver of existing claims in behalf of the Owner or Contractor against each other. With the exception of Paragraph 8.2.3(4) use and occupancy by the Owner prior to project acceptance does not relieve the Contractor of his responsibility to maintain all insurance and bonds required of the Contractor under the Contract until the project is completed and accepted by the Owner. 2.21 ARTICLE 9 - PAYMENTS AND COMPLETION, 9.10 FINAL COMPLETION AND FINAL PAYMENT 9.10.1 Delete the last sentence. Add the following: If the work shall be completed, but final completion thereof shall be prevented through delay or correction of minor defects or unavailability of materials, other causes beyond the control of the Contractor, the Owner at his discretion may release to the Contractor such amounts as may be excess of three times the cost of completing the unfinished work or the cost of correcting the defective work. Add the following: 6) all guarantees, warranties and certificates, 7) operating and maintenance manuals, 8) identification lists of materials and equipment, 9) Inspection Certificates and 10) record documents; and the Contractor has demonstrated to the Owner the proper operation and maintenance of all equipment. 9.10.3 Delete. See revised subparagraph 9.10.1. 2.22 ARTICLE 11 - INSURANCE AND BONDS, 11.1 CONTRACTOR'S LIABILITY INSURANCE 11.1.2 Delete and substitute the following: 11.1.2 The Contractor shall obtain and maintain throughout the life of the project, the following insurance: 1) Workmen's Compensation: Amounts and coverage as required by law. 2) Comprehensive General Liability (to include complete operation): a) Bodily Injury: $1 million single limit. b) Property Damage: $1 million single limit. 3) Comprehensive Automobile Liability (including owned, nonowned and hired vehicles); a) Bodily Injury: $1 million single limit. b) Property Damage: $1 million single limit. S &H 9408 00800 -7 4) Excess Liability (Umbrella coverage): $2 million 11.1.4 Add the following: Certificates of Insurance shall include the statement that the hold harmless clause as required under General Conditions Article 3.18 is included in the policy. 2.23 ARTICLE 11 - INSURANCE AND BONDS, 11.3 PROPERTY INSURANCE Delete subparagraphs 11.3.1 through 11.3.11 and substitute the following: 11.3.1 The Owner shall procure and maintain at his own expense, until completion of all work and acceptance thereof, a builder's risk insurance policy insuring against all risks of physical loss or damage" as the term is commonly construed in the insurance industry, insuring the entire project against such physical loss or damage. If other special insurance not provided for herein is desired by the Contractor, the Contractor shall purchase such insurance at his expense. 11.3.2 Such insurance shall be written on a "Completed Value" form in an amount not less than the final completed value of the project; less cost of site preparation (including fences necessary to secure work area) and excavation, foundations below the lowest basement floor, underground pipes and wiring, sidewalks, curbs and gutters: and shall name as insured the Owner and Contractor. It shall be understood that subcontractors and second level subcontractors are insured as to their interests in the partially completed project. 11.3.3 Any insured loss is to be adjusted with the Owner and made payable to the Owner as trustee for the insured# as their interest may appear. 11.3.4 The insurance policy shall provide for necessary access to the project by Owner as follows: "Permission is hereby granted for the Owner to occupy such portion of the premises completed or suitable for occupancy prior to final acceptance of the entire project, any provision of the policy to the contrary notwithstanding." 11.3.5 The Owner and Contractor waive all rights against each other for damages, caused by fire or other perils to the extent covered by insurance provided under this Paragraph 11.3 except.such rights as they may have to the proceeds of such insurance held by the Owner as Trustee. The Contractor shall require similar waivers by subcontractors and sub - subcontractors. S &H 9408 11111:1111W., t.y M Mi 9W W; 11.3.6 The following are specific exclusions: This insurance does not cover glass breakage, any tools owned by mechanics, any tools, equipment, scaffolding, staging, towers and forms owned or rented by the Contractor, the capital value of which is not included in the cost of the work, or any temporary structures or trailers used by the Contractor or any subcontractor or material supplier. 11.3.7 The General Contractor shall pay the deductible amount when making a claim against the property insurance policy. Deductible shall not exceed $1,000. 2.24 ARTICLE 11 - INSURANCE AND BONDS, 11.4 PERFORMANCE BOND AND PAYMENT BOND 11.4.1 Delete and substitute the following: 11.4.1 Unless otherwise stated in the Owner /Contractor Agreement, the General Contractor shall furnish prior to beginning work, a performance bond in the amount equal to one hundred percent (100 %) of the Contract amount as security for the faithful performance of this Contract and also a labor and material payment bond in an amount not less than one hundred percent (100 %) of the Contract amount as security for the payment to all persons performing labor on the project under this Contract and furnishing all materials in connection with this contract. The bonds shall be issued by a surety licensed to Contract business in the State of Colorado and approved by the Owner. 2.25 ARTICLE 13 - MISCELLANEOUS PROVISIONS, 13.1 GOVERNING LAW 13.1.1 Delete and substitute the following: The contract shall be governed by the laws of the State of Colorado. 2.26 ARTICLE 13 - MISCELLANEOUS PROVISIONS, 13.5 TESTS AND INSPECTIONS 13.5.1 Add the following: The Contractor shall not use any material or equipment represented by samples found to be unacceptable. See Specifications, Division 1, for detailed procedures and cost of testing. SC.3 ADDITION TO ARTICLES OF GENERAL CONDITIONS 3.1 ARTICLE 15 - MEASUREMENTS Before ordering any material or doing any work, the Contractor shall verify all measurements at the project and shall be responsible for the correctness of same. No extra charge or compensation shall be allowed on account of difference between actual dimensions and the measurements S &H 9408 00800 -9 indicated on the drawings. 3.2 ARTICLE 16 - LEGAL ACTIONS As a condition precedent to and as additional consideration for the award of any contract or subcontract pursuant to these specifications, the Contractor and all subcontractors, suppliers, engineers, and other parties to the performance of the work required by these specifications, do agree that in the event any party institute a suit against any party because of any alleged failure to perform properly hereunder, or any alleged error, omission, breach of warranty, negligence or mere malpractice hereunder; and if such suit is not successfully prosecuted to a judgement in favor of the party plaintiff, or if it is dismissed, or if a judgement is rendered for any defendant or defendants, the party instituting the suit hereby agrees to pay in full all actual costs of defense, including but not limited to attorney fees, expert witness fees, costs of investigations in preparation for trial, professional time expended by principals and employees of the prevailing party and that the same shall be taxed as cost in said action and judgement entered thereon. END OF SUPPLEMENTARY CONDITIONS S &H 9408 00800 -10 L;i DIVISION 1 GENERAL REQUIREMENTS SECTION 01010 SUMMARY OF WORK 1.01 CONDITIONS AND REQUIREMENTS A. Division 1 - General Requirements govern work under all divisions of specifications. 1.02 SCHEDULE OF DRAWINGS, SPECIFICATIONS AND ADDENDA A. Drawings: See index on drawings. B. Project Manual: Golden Peak House Redevelopment, Vail, Colorado, dated January 12, 1995. C. Addenda: All Addenda issued prior to bidding. 1.03 EXAMINATION OF SITE A. Failure to Visit Site: Will not relieve Contractor from necessity of furnishing materials or performing work that may be required to complete work in accordance with drawings and specifications without additional cost to Owner. 1.04 CONTRACTS A. Single Contract: All work under this contract will be executed under one prime contract between Owner and General Contractor. 1.05 CONTRACTOR USE OF PREMISES A. Operations of Contractor: Limited to areas where work is indicated. 1.06 COORDINATION A. General: Coordinate work of various sections of specifications to assure efficient and orderly sequence of installation of construction elements, with provisions for accommodating items installed later. B. Equipment: Verify that characteristics of elements of interrelated operating equipment are compatible; coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment. 1. Electrical Requirements: a. Comply with NEC. b. Provide UL listed and labeled products where applicable. S &H 9408 01010 -1 C. Spaces: Coordinate space requirements and installation of mechanical"' and electrical work which are indicated diagrammatically. Follow routing indicated for pipes, ducts, and conduits as closely as prac- ticable; make runs parallel with lines of building. Utilize spaces" efficiently to maximize accessibility for other installations, for maintenance, and for repairs. D. Finished Areas: In finished areas conceal pipes, ducts and wiring in the construction. Coordinate locations of fixtures and outlets with finish elements. S&H 9408 END OF SECTION 01010 -2 SECTION 01020 ALLOWANCES 1.01 REQUIREMENTS INCLUDED A. Allowances: Include in contract sum all allowances state Contract Documents or agreed upon in writing. Designate in construction progress schedule, delivery dates for products specified under each allowance. 1.02 RELATED REQUIREMENTS A. General Conditions, Article 4.8 Allowances. 1.03 ALLOWANCES A. Costs Included in Allowances: 1. Cost of the product to the Contractor or subcontractor, less any applicable trade discounts. 2. Delivery to site. 3. Applicable taxes. 4. Labor to install only when allowance includes installation. B. Contractors Costs Included in Contract Sum: 1. Labor for installation and finishing, unless allowance includes installation. 2. Handling at site including unloading, uncrating and storage. 3. Protection from elements and from damage. 4. Other expenses required to complete installation. 5. Contractors and subcontractors overhead and profit. 1.04 SELECTION OF PRODUCTS UNDER ALLOWANCES A. Architect's Duties: 1. Consult with Contractor in consideration of products and suppliers or installers. 2. Make selection in consultation with Owner. 3. Transmit Owner's decision to Contractor. 4. Prepare change orders. B. Contractor's Duties: 1. Assist Architect and Owner in determining qualified suppliers or installers. 2. Obtain proposals from suppliers and installers when requested by Architect. 3. Make appropriate recommendations for consideration of Architect. 4. Notify Architect promptly of any: a. Reasonable objections Contractor may have against any supplier, or party under consideration for installation. b. Effect on the construction schedule anticipated by selections under consideration. S &H 9408 01020 -1 } 1.05 CONTRACTOR RESPONSIBILITY FOR PURCHASE, DELIVERY AND INSTALLATION A. Purchase: On notification of selection, execute purchase agreement with designated supplier. Arrange for and process shop drawings, product data and samples as required. B. Delivery: Make arrangements for delivery. Upon delivery, promptly inspect products for damage or defects. Submit claims for transpor- tation damage. _ C. Installation: Install and finish products in compliance with requirements of referenced specification sections. 1.06 ADJUSTMENT OF COSTS A. Adjustment: Should net cost be more or less than specified amount of allowance, contract sum will be adjusted accordingly by change order. 1.07 SCHEDULE OF ALLOWANCES A. Public Area Casework: Allow the lump sum of $3,500 for purchase, delivery and installation. B. Section 08710: Door Hardware. Allow the lump sum of $150 /Door leaf for exterior swinging doors and all interior doors (excluding interior doors within living units) for purchase and delivery of door hardware. Allowance is for material only and does not include installation. C. Section 09650: Resilient Flooring. Allow the unit price of $1.32 /sq. ft. for vinyl composition tile (VCT) purchased, delivered and installed in public areas. D. Section 09650: Resilient Flooring. Allow the unit price of $1.50 /lin. ft. for rubber base purchased, delivered and installed in public areas. E. Section 09680: Carpet. Allow the lump sum of $5,500 for carpet purchased, delivered and installed in public areas. F. Interior Signage: Allow the lump sum of $3,000 for interior signage, purchased, delivered and installed. G. Section 10522 Fire Extinguishers, Cabinets and Accessories: Allow the lump sum of $5,000 for purchase, delivery and installation. H. Section 10800 Toilet and Bath Accessories: Allow the lump sum of $8,025 for purchase, delivery and installation of toilet and bath accessories in public restrooms and residential baths. END OF SECTION S &H 9408 01020 -2 d SECTION 01045 CUTTING AND PATCHING PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: All cutting, fitting and patching including related excavation and backfill, required to complete work and to: 1. Make its parts fit together properly. 2. Uncover portions of work to provide for installation of ill -timed work. 3. Remove and replace defective work. 4. Remove and replace work not conforming to requirements of Contract Documents. 5. Remove samples of installed work as specified for testing. 6. Provide routine penetrations of non - structural surfaces for installation of piping and electrical conduit. B. Related Sections: 1. Demolition: Section 02050. C. Related Requirements: 1. Excavation and Backfill: Section 02200 Earthwork. 1.02 QUALITY ASSURANCE A. Notification of Architect: Notify Architect well in advance of exe- cuting any cutting or alteration which affects: 1. Work of Owner or any separate contractor. 2. Structural value or integrity of any element of project. 3. Integrity of effectiveness of weather - exposed or moisture - resistant elements or systems. 4. Efficiency, operational life, maintenance or safety of operational elements. 5. Visual qualities of sight- exposed elements. PART 2 - PRODUCTS 2.01 MATERIALS A. General: Comply with specifications and standards for each specific product involved. PART 3 - EXECUTION 3.01 EXAMINATION A. Existing Conditions: Examine existing conditions of project, including elements subject to damage or to movement during cutting and patching. After uncovering work, examine conditions affecting S &H 9408 01045 -1 installation of products or performance of work. B. Notification: Report unsatisfactory or questionable conditions to Architect. Do not proceed with work until Architect has provided further instructions. 3.02 PREPARATION A. Protection: Provide adequate temporary support as necessary to assure structural value and integrity of affected portion of work. Provide devices and methods to protect other portions of project from damage. 1. Provide protection from elements for that portion of project which may be exposed by cutting and patching work. 2. Maintain excavations free from water. 3.03 CUTTING AND PATCHING A. General: Provide openings in construction which are required for later work. 1. Various Contractors: Be responsible to supply in advance, proper and sufficiently detailed information for openings. 2. In event of failure to supply this advance information, required cutting shall be done only after concurrence of Architect and at expense of negligent party. B. Cutting: I. Execute cutting and demolition by methods which will prevent damage to other work, and will provide proper surfaces to receive installation or repairs. 2. Execute excavating and backfilling by methods which will prevent settlement or damage to other work. Comply with Section 02200. 3. Employ the original installer or fabricator to perform cutting and patching for: a. Weather- exposed or moisture - resistant elements. b. Sight- exposed finished surfaces. 4. Cut asphalt, concrete or masonry using masonry saw or core drill as applicable. Pneumatic tools will not be allowed unless accepted by Architect. C. Fitting: Execute fitting and adjustment of products to provide finished installation to comply with specified products, functions, tolerances and finishes. Fit work airtight to pipes, sleeves, ducts, conduit and other penetrations through surfaces. D. Patching: Wherever any pipe, conduit, duct, steel member, bracket, equipment, or other material penetrates or passes fire - resistant wall, ceiling or floor, completely seal voids in construction with cement grout, plaster, or fire - resistant material, embedding sealing material full thickness of wall, ceiling or floor. 53 S&H 9408 01045 -2 PW am E. Finishing: Where surfaces are exposed, finish with same materials specified in finish schedule or material that is on constructed sur- faces. 1. Work: Accomplish with mechanics skilled 2. Refinish entire surfaces as necessary to match adjacent finishes: a. For continuous surfaces, refinish to b. For assembly, refinish entire unit. END OF SECTION in finish trade. provide even finish to nearest intersection. S &H 9408 01045 -3 SECTION 01050 FIELD ENGINEERING PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: Field engineering services required for proper execution and completion of work under this contract. B. Related Sections: 1. Site Survey: Document 00200 Information Available to Bidders. 2. Record Documents: Section 01700 Contract Closeout. 1.02 SUBMITTALS A. Quality Control Submittals: 1. Surveyor or Engineer: Submit name and address of surveyor or professional engineer to be employed by Contractor to Architect for acceptance before beginning work at site. 2. Documentation and Records: Surveyor or engineer shall maintain complete and accurate log of control and survey work as it progresses. On request of Architect, submit documentation to verify accuracy of field engineering work. 3. Completion Certificate: Upon completion of work, submit certificate to Architect signed by surveyor or engineer certifying that elevations and locations are in conformance with Contract Documents. Note any items of non - conformance. 1.03 QUALITY ASSURANCE A. Qualifications: Employ land surveyor or professional engineer regis- tered in State of Colorado and acceptable to Owner and Architect. B. Surveyor or Engineer: Responsible for location of building and major site elements; establishment of building horizontal and vertical controls; installation of control stakes as required; and final cer- tification that finish grading has been completed within tolerances specified. PART 2 - PRODUCTS Not Applicable. PART 3 - EXECUTION 3.01 PROJECT SURVEY REQUIREMENTS A. Reference Points: Architect will identify existing control points and property line stakes indicated on drawings and site survey. Immediately upon entering project, locate and maintain bench marks and all other S&H 9408 01050 -1 E. Layout and Control by Surveyor or Engineer: 1. Building: Establish building horizontal and vertical controls by instrumentation. 2. Site: Establish lines, levels and locations by instrumentation. Set control stakes for finish grading. Reset stakes as required during progress of work. F. Completion: Upon completion of work, surveyor or engineer shall survey site to verify that locations and elevations required by Contract Documents have been achieved within specified tolerances. G. Each Subcontractor: Provide complete engineering layout for work to be performed under his subcontract, including grades, elevations, and all other engineering required to perform his scope of work. 1. General Contractor: Provide building horizontal controls and elevation controls. END OF SECTION S&H 9408 01050 -2 grades, lines, levels and dimensions. Report any errors or inconsistencies to Architect before commencing work. B. Permanent Bench Marks: Surveyor or engineer shall establish minimum of two permanent bench marks on site, referenced to data established by survey control points. C. Batter Boards and Levels: Surveyor or engineer shall stake out building and provide and rigidly set batter boards. 1. Contractor: Remain responsible for their maintenance and accuracy. 2. From permanent bench marks surveyor or engineer shall ascertain grades and levels to building as needed. D. Preservation of Monuments and Stakes: Carefully preserve monuments, bench marks, property markers, reference points, and stakes.° 1. In case of his destruction of these, the Contractor shall be charged with expense of replacement and shall be responsible for an mistake of loss of time that may be caused. , 2. Protect permanent monuments or bench marks which must be removed or disturbed until properly referenced for relocation. 3. Furnish materials and assistance for proper replacement of such monuments or bench marks. E. Layout and Control by Surveyor or Engineer: 1. Building: Establish building horizontal and vertical controls by instrumentation. 2. Site: Establish lines, levels and locations by instrumentation. Set control stakes for finish grading. Reset stakes as required during progress of work. F. Completion: Upon completion of work, surveyor or engineer shall survey site to verify that locations and elevations required by Contract Documents have been achieved within specified tolerances. G. Each Subcontractor: Provide complete engineering layout for work to be performed under his subcontract, including grades, elevations, and all other engineering required to perform his scope of work. 1. General Contractor: Provide building horizontal controls and elevation controls. END OF SECTION S&H 9408 01050 -2 SECTION 01060 REGULATORY REQUIREMENTS 1.01 PERMITS AND FEES A. See General and Supplementary Conditions. 1.02 CODES AND ORDINANCES A. Compliance: All contractors shall comply with all applicable codes, ordinances and regulations in effect at time of bid opening including but not necessarily limited to following: Applicable local codes and ordinances Uniform Building Code, 1991 Edition Uniform Mechanical Code, 1991 Edition Uniform Plumbing Code, 1991 Edition Governing fire department requirements Utility company requirements State of Colorado Energy Standards State Department of Labor Requirements State Department of Health Requirements National Fire Protection Association Standards State and Federal Safety and Health Laws NFPA 70 - National Electrical Code Americans with Disabilities Act B. Discrepancies: If discrepancies occur between Contract Documents, local codes, local utility requirements, etc., most stringent requirements shall apply. END OF SECTION S&H 9408 01060 -1 SECTION 01091 REFERENCE STANDARDS 1.01 QUALITY ASSURANCE A. Reference Standards: For products or workmanship specified by asso- ciation, trade or federal standards, comply with requirements of standard, except when more rigid requirements are specified or are required by applicable codes. 1. No provision of any referenced standard specification, manual or code (whether or not specifically incorporated by reference in the Contract Documents) shall be effective to change duties and responsibilities of Owner, Contractor or Architect or any of their consultants, agents or employees from those set forth in Contract Documents, nor shall it be effective to assign to Architect or any of Architect's consultants, agents or employees any duty or authority to supervise or direct furnishing or performance of work or any duty or authority to undertake responsibilities contrary to provisions of General and Supplementary Conditions. B. Effective Date: Date of standard is that in effect as of documents date except when specific date is specified or when standard is part of applicable code which includes edition date. C. Copies: When required by individual sections, obtain copy of standard. Maintain copy at job site during work. END OF SECTION S&H 9408 01091 -1 SECTION 01092 1.01 RELATED REQUIREMENTS ABBREVIATIONS A. Drawing or Schedule Abbreviations: 1. Drawings or schedules. 1.02 SPECIFICATION LANGUAGE EXPLANATION A. These Specifications are of abbreviated, simplified or streamlined type and include incomplete sentences. 1. Omissions of words or phrases such as "the contractor shall ", "in conformity therewith ", "shall be", "as noted on the drawings ", "a", "the ", are intentional. 2. Supply omitted words or phrases by inference in same manner as they are when " NOTE occurs on drawings. 3. Supply words "shall be" or "shall" by inference when colon is used within sentences or phrases. 4. Supply words "on the drawings" by inference when "as indicated" is used with sentences or phrases. 5. "Provide" shall mean furnish and install. 1.03 ABBREVIATIONS A. Reference in Contract Documents to trade associations, technical societies, recognized authorities and other institutions include following organizations which are sometimes referred to only by corresponding abbreviations: AA Aluminum Association AAMA American Architectural Manufacturer's Association ACI American Concrete Institute AISC American Institute of Steel Construction AISI American Iron and Steel Institute AITC American Institute of Timber Construction ANSI American National Standards Institute APA American Plywood Association ASHRAE American Society of Heating, Refrigerating and Air Conditioning Engineers ASTM American Society for Testing and Materials AWI Architectural Woodwork Institute AWPA American Wood Preservers Association AWS American Welding Society BIA Brick Institute of America CDA Copper Development Association, Inc. CRA California Redwood Association CRSI Concrete Reinforcing Steel Institute CS Commercial Standard (U.S. Department of Commerce) DFPA Douglas Fir Plywood Association S &H 9408 01092 -1 FGMA Flat Glass Marketing Association FM Factory Mutual Engineering Division FS Federal Specification GA Gypsum Association MIA Marble Institute of America MIL Military Specification MLMA Metal Lath Manufacturer's Association NAAMM The National Association of Architectural Metal Manufacturers NBS National Bureau of Standards NCMA National Concrete Masonry Association NEC National Electric Code (of NFPA) NEMA National Electrical Manufacturer's Association NFPA National Fire Protection Association NOMA National Oak Flooring Manufacturer's Association NPVLMA National Paint, Varnish and Lacquer Manufacturer's Association NTMA The National Terrazzo and Mosaic Association NWWDA National Wood Window and Door Association OSHA Occupational Safety and Health Administration PCA Portland Cement Association PCI Prestressed Concrete Institute PEI Porcelain Enamel Institute PS Product Standard (U.S. Department of Commerce) SDI Steel Deck Institute SJI Steel Joist Institute SMACNA Sheet Metal and Air Conditioning Contractors National Association SPA Southern Pine Association SPI The Society of the Plastics Industry, Inc. SPR Simplified Practice Recommendation (U.S. Department of Commerce) SSPC Steel Structures Painting Council SWI Steel Window Institute TCA Tile Council of America TIMA Thermal Insulation Manufacturers Association UL Underwriters' Laboratories, Inc. WCLA West Coast Lumbermen's Association WRI Wire Reinforcement Institute WWPA Western Wood Products Association END OF SECTION S&H 9408 01092 -2 SECTION 01200 PROJECT MEETINGS 1.01 PRECONSTRUCTION CONFERENCES A. Site Mobilization Conference: Meeting will be scheduled by Architect at site immediately prior to Contractor move -in. Representatives of Contractor, Mechanical and Electrical Subcontractors, Geotechnical Engineer, Owner, Architect and Architect's Consultants will be present. Job site procedures to include following items will be discussed: 1. Procedures for maintaining project record documents. 2. Owner's requirements. 3. Construction facilities and controls. 4. Temporary utilities. 5. Security and housekeeping procedures. 6. Materials testing. 7. Services of the Geotechnical Engineer. 8. Requirements of start -up trades. 9. Building layout. 10. Communications with Architect's consultants. 11. Access to and use of site in relation to continued use of existing facilities. 1.02 PROGRESS MEETINGS A. Meetings: Contractor will schedule regular periodic meetings at Contractor's job site field office. Representatives of Owner and Architect will be invited to attend. Also invited as appropriate to items under discussion, will be selected subcontractors and suppliers and Architect's consultants. Following items will be discussed: 1. Review of work progress since previous meetings. 2. Field observations, problems, conflicts. 3. Problems which impede construction schedule. 4. Review of off -site fabrication, delivery schedules. 5. Corrective measures and procedures to regain projected schedule. 6. Revisions to construction schedule. 7. Plan progress, schedule during succeeding work period. 8. Coordination of schedules. 9. Maintenance of quality standards. 10. Review submittal schedules; expedite as required. 11. Review proposed changes for effect on other trades, construction schedule and completion date. 12. Coordination of separate contracts. 13. Other business as required. B. Agenda and Minutes: Contractor shall establish agenda, subject to Owner and Architect review, and keep and distribute minutes of progress meetings and lists of those present and others as directed. 1. Contractor: Advise Architect at least 24 hours in advance of meeting regarding items added to agenda. S &H 9408 01200 -1 F .: " C. Persons Representing Contractor at Meetings: Have authority to commit Contractor to solutions agreed upon in meetings. To maximum extent possible, assign same person or persons to represent Contractor at meetings throughout progress of work. D. Coordination Meetings: Progress meetings shall in no way be considered substitute for Contractor /subcontractor coordination meetings. END OF SECTION S &H 9408 01200 -2 SECTION 01300 1.01 RELATED REQUIREMENTS A. List of Subcontractors: 1. Instructions to Bidders. 2. General Conditions. SUBMITTALS B. Products List: 1. Section 01600 Materials and Equipment. C. Progress Schedule: 1. General and Supplementary Conditions. D. Schedule of Values: 1. General and Supplementary Conditions. E. Performance Bond /Labor and Material Payment Bond: 1. Instructions to Bidders. 2. General and Supplementary Conditions. F. Insurance Certificates: 1. General and Supplementary Conditions. G. Applications for Payment: 1. General Conditions. H. Project Record Documents: 1. Section 01700 Contract Closeout. I. Warranties: 1. Section 01700 Contract Closeout. J. Final Paperwork: 1. Section 01700 Contract Closeout. K. Contractor's Quality Control System: 1. Section 01400 Quality Control. 1.02 GENERAL A. Submittals: Made early enough to account for processing described below and reasonable period for review by Architect and Engineers. 1.03 PROGRESS SCHEDULE A. Schedule: In form of chart and indicate start and completion of each of elements on Schedule of Values. S&H 9408 01300 -1 1. Completion Time: As specified in Agreement. Revise schedule when completion time is revised by change order. B. Schedule Submittal: Within ten days after receipt of Notice to Proceed, submit one reproducible copy and four prints of preliminary construction schedule. 1. Within 10 days after receipt of review comments on preliminary schedule, submit one reproducible and four prints of construction schedule. 2. With each monthly application for payment, submit four prints of updated construction schedule indicating actual work progress in comparison to scheduled progress. C. Estimated Payments: Prepare and submit estimate of partial payments as reflected by estimated work progress with submittal of construction schedule. D. Monthly Reports: 1. With each monthly application for payment, submit itemized report of delivery status of major and critical items of purchased equipment and material, including shop drawings and status of shop and field fabricated work. 2. If completion of any part of work or delivery of materials is behind construction schedule, submit plan for bringing work up to schedule. 3. Owner shall have right to withhold progress payments for work if Contractor fails to update and submit progress schedule and reports as specified. E. Contractor's Responsibility: Nothing in these requirements shall be deemed to be usurpation of Contractor's authority and responsibility to plan and schedule work as he sees fit, subject to all other requirements of Contract Documents. 1.04 SUBMITTALS LIST, SCHEDULE AND PROCEDURES A. Submittal: Within 30 days after award of contract, and before any items are submitted for review, submit to Architect two copies of submittal list and schedule. B. Schedule: Compile complete schedule of all submittals anticipated to be made during progress of work. 1. Include list of each type of item for which Contractor's drawings, shop drawings, product data, Certificates of Compliance, samples, warranties or other types of submittals are required. 2. On acceptance by Architect, Contractor shall adhere to schedule except when otherwise permitted. C. Code Designation: On schedule, designate each item with number code utilizing specification section five digit numbers. 1. Each Submittal: Marked with same code designation. S&H 9408 01300 -2 D. Coordination: Coordinate schedule with subcontractors and materials suppliers. E. Revisions: Revise and update schedule on monthly basis as necessary to reflect conditions and sequences. Promptly submit any revised schedules to Architect for review. F. Transmittals: Include transmittal letter with each submittal, identify item by above code designation and reference to specification section. Use separate transmittal for each submittal. 1. Each Submittal: Have chronological submittal number. 2. Resubmittals: Have original submittal number and letter in alphabetical order for each resubmittal. 3. Mechanical and Electrical Submittals: Broken down into parts so that individual parts can be resubmitted without confusion. G. Deviations: Clearly mark and note any deviations from Contract Documents in submittals. 1.05 SHOP DRAWINGS A. Shop Drawings: Make particular note of field- measured dimensions, as- built conditions, and conditions requiring special coordination with other contractors and requirements of activities of Owner. B. Subcontractor: Submit one reproducible tracing and two prints per shop drawing sheet and specified number of samples to Contractor. C. Contractor: 1. Review shop drawings for accuracy, completeness, and conformity with Contract Documents. Make notes and corrections on reproducible tracings and prints. 2. Stamp with Contractor's stamp /date. Signature of individual who reviewed shop drawings is required below Contractor's stamp. 3. Print as required for Contractor's record. 4. Send reproducible tracings and three prints to Architect. 5. Shop drawings not stamped and signed by Contractor will be returned. D. Architect: 1. Check drawings by making notes and corrections on reproducible tracings and prints, stamp "No Exceptions Taken ", "Revise and Resubmit", "Rejected ", etc. as required. 2. In event that shop drawings require consultant's check, route reproducible and print through consultant and back to Architect as necessary. Consultant will.retain one set of prints. 3. Retain one set of prints for record and transmit one set to Owner if required. 4. Return marked reproducibles to Contractor. E. Contractor: 1. Send reproducible tracings to subcontractor. S &H 9408 01300 -3 1 eur F. Subcontractor: 1. Print necessary copies for record, distribution, etc. G. Resubmittal: In event shop drawings have to be resubmitted to Architect, original reproducible tracings and prints shall be returned directly to Contractor. Subcontractor shall make his corrections and re -route new reproducible tracings and prints as outlined above. H. References: Reference shop drawings to applicable drawings and specification sections to facilitate ease and accuracy of checking. �a 1.06 PRODUCT DATA A. Subcontractor: Submit six copies of brochure material and any required samples. B. Routing: Routing will be as indicated above for shop drawings with Architect and Engineer retaining three copies for file and returning three copies to Contractor for his file and distribution to subcon- tractor as applicable. C. Reference: Reference product data to applicable drawings and specification sections to facilitate ease and accuracy of checking. D. When contents of submitted literature from manufacturers includes data not pertinent to submittal, clearly indicate which portion of contents is being submitted for review. 1.07 JOB SITE DOCUMENTS A. Documents: Keep complete set of accepted shop drawings or product data at jobsite. 1.08 FIELD MEASUREMENTS A. Field Measurements: Responsibility of Contractor. 1.09 SAMPLES A. Checklist: Architect will provide Contractor with checklist indicating materials where color, texture or finish is subject to selection by Architect. Certain other samples may also be requested for use by Architect in preparation of color and material sample presentations for Owner. B. Submittal:- Promptly after receipt of checklist, assemble and deliver to Architect complete collection of required samples. Unless otherwise specified, submit samples in quantity which is required to be returned plus one which will be retained by Architect. C. Samples: Bear tag or label providing following information: 1. Project name and location. S&H 9408 01300 -4 6 2. Manufacturer, supplier. 3. Name, finish, and composition of material. 4. Location of where material is to be used. 5. Specification section number. Labels: Large enough for acceptance stamp. D. Selection: Upon receipt of complete collection of samples, Architect will, with reasonable promptness, make selections and prepare and deliver to Contractor schedule covering items subject to selection. Architect reserves right not to make individual determination or selections until all samples of all materials are submitted. 1.10 CERTIFICATES OF COMPLIANCE A. Certificates: 1. Where Certificates of Compliance are specified, show on each cer- tification name and location of work, name and address of Contractor, quantity and date or dates of shipment or delivery to which certificate applies, and name of manufacturer. 2. Certification: In form of letter or company standard forms. 3. Certificates: Signed by officer of manufacturer. 4. Laboratory Test Reports: Show date of testing, specified requirements for which testing was performed, and results of tests. END OF SECTION S &H 9408 01300 -5 SECTION 01400 QUALITY CONTROL 1.01 RELATED REQUIREMENTS A. Cost of Testing: General and Supplementary Conditions. 1.02 TESTING - GENERAL A. Contractor: Provide equipment and facilities as required, subject to Architect's review, for conducting field tests and for collecting and forwarding samples. 1. Do not use materials or equipment represented by samples until tests, if required, have been made and materials or equipment found to be acceptable. 2. Do not incorporate any product into work which becomes unfit for use after acceptance thereof. B. Testing: Materials or equipment proposed to be used may be tested at any time during their preparation or use. Furnish required samples without charge and give sufficient notice of placing of orders to permit testing. Products may be sampled either prior to shipment or after being received at site of work. C. Tests: Made by accredited testing laboratory selected by Owner. Except as otherwise provided, sampling and testing of materials and laboratory methods and testing equipment shall be in accordance with latest standards and tentative methods of ASTM. 1. Specific information concerning testing methods, sample sizes, etc., is included under applicable sections of specifications. 2. Any modification of, or elaboration on, these test procedures included for specific materials under their respective sections in specifications shall take precedence over these procedures. 1.03 TESTS PAID FOR BY OWNER A. Control Tests of Fill and Backfill: At such times and in such numbers as specified in Section 02200 Earthwork. B. Control Test of Asphalt Paving Base and Finish Courses: At such times and in such numbers as specified in Section 02511 Asphaltic Concrete Paving. C. Control Tests of Concrete Work: At such times and in such numbers as specified in Section 03300 Cast -In -Place Concrete. D. Control Tests of Masonry Mortar and Grout: At such times and in such numbers as specified in Sections 04100 Mortar and 04200 Unit Masonry. S&H 9408 01400 -1 rn E. Control Tests of Welding: At such times and in such numbers as spec- ' ified in Section 05120 Structural Steel; also the following sections: 1. 05310 Steel Deck 2. 05400 Cold Formed Metal Framing 1.04 OTHER TESTING A. Following Testing: Performed at expense of installing contractor: I. Other Tests: Any other tests required by Contract Documents not listed in article above. 2. Any additional tests required because of any tests that fail subject to following conditions: a. Quantity and Nature of Tests: Determined by Architect. b. Tests: Taken in presence of Architect. c. Proof of Noncompliance: Contractor liable for corrective action which Architect feels is required including complete removal and replacement of defective material. 3. Material Substitution: Any tests of material or equipment offered as substitute for specified item on which test may be required in order to prove its compliance with specifications. B. Contractor: May have tests performed on material and equipment for his own information and job control so long as Owner does not assume responsibility for costs or for giving them consideration when appraising quality of materials. 1.05 TEST REPORTS A. Reports of tests made by testing laboratories shall be distributed by testing laboratory as follows: 1 Copy - Contractor 1 Copy - Applicable Supplier or Subcontractor 1 Copy - Owner 1 Copy - Applicable Engineer - •• ., 1 Copy - Architect Other Copies - As Directed 1.06 CONTRACTOR'S QUALITY CONTROL SYSTEM A. Quality Control: Establish system to perform sufficient inspection and tests of all items of work, including that of subcontractors, to ensure conformance to Contract Documents for materials, workmanship, construction, finish, functional performance and identification. 1. Control System: Establish for all construction except where Contract Documents provide for specific compliance tests by testing laboratories and engineers employed by Owner. 2. Control System: Specifically include all testing required by various sections of specifications. B. Quality Control System: Means by which Contractor assures himself that construction complies with requirements of Contract Documents. Controls: Adequate to cover all construction operations and keyed to S&H 9408 01400 -2 proposed construction schedule. C. Records: Maintain correct records on appropriate form for all inspections and tests performed, instructions received from Architect and actions taken as result of those instructions. 1. Records: Include evidence that required inspections or tests have been performed (including type and number of inspections or tests, nature of defects, causes for rejection, etc.) proposed or directed remedial action, and corrective action taken. 2. Document inspections and tests as required by each section of specifications. END OF SECTION S&H 9408 01400 -3 SECTION 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 1.01 TEMPORARY ELECTRICITY AND LIGHTING A. General: 1. General Contractor: a. Provide temporary electrical service to site including installation of meter. b. Remove temporary service to site upon completion of work. c. Pay for electricity used through temporary and permanent systems up to date of Notice of Acceptance of entire project by Owner. 2. Division 16 Contractor: a. Provide temporary wiring, outlets, lights, etc. from load side of meter as required for construction power and lighting during construction period. b. Remove temporary service and distribution system from load side of meter and distribution upon completion of work. 3. Service and Distribution System: a. Properly ground in accordance with NEC. b. Provide ground fault interrupters as required by code. B. Temporary Power Distribution: 1. Division 16 Contractor: a. Provide, install, and maintain temporary overhead wiring to building and temporary loop on each floor providing temporary power and lighting service as specified. b. Provide minimum of one double duplex 120V outlet for every 100 lineal feet of temporary loop. 2. Each Contractor: a. Provide extension cords necessary to convey electricity from temporary loop outlets to locations of work. b. Provide special power required for welders or other special equipment. 3. Distribution equipment and wiring devices for temporary power and lighting need not be new, however, installation shall conform to safe general practice as required by OSHA. C. Temporary Lighting: 1. Division 16 Contractor: Provide one light for every 750 sq. ft. 2. Each Contractor: Provide plug -in portable lights as required for task lighting. D. Use of Permanent Systems: . 1. After work is completed to extent that permanent electric service into building is installed and permanent outlets are available, permanent system may be used as necessary for power and light. 2. Permanent branch circuit wiring may be used to supply pigtail lights if protected by properly sized circuit breaker or fuse. Do not use permanent receptacles for construction power. S&H 9408 01500 -1 3. Each Contractor: a. Be responsible for damage to permanent wiring or fixtures as result of temporary use. b. Replace receptacles and device plates showing wear or abuse. 4. Division 16 Contractor: a. Provide lamps necessary to temporarily light work in permanently installed fixtures. b. Clean permanently installed light fixtures which are used for temporary lighting during construction using methods and materials recommended by manufacturer. 1.02 TEMPORARY HEAT AND ENCLOSURES A. Temporary Heat: Provide temporary heat necessary for execution of work. Install, maintain and operate temporary heating apparatus in manner to facilitate work, so work can continue and so finished work will not be damaged. B. Enclosures: Provide temporary enclosures necessary for holding tem- porary heat for masonry and concrete work and for thawing frozen ground. C. Use of Permanent System: 1. After building is entirely permanently enclosed, glazing of exterior openings completed, permanent or temporary doors on exterior openings and permanent heating system installed and capable of being adequately controlled, permanent heating system may be used to provide heat for building. 2. Division 15 Contractor: a. In using permanent heating system, assume complete respon- sibility for its proper operation and for any damage which may occur to heating apparatus or any phase of work except such wear and tear which would ordinarily result from normal usage. b. At completion and before work is accepted by Owner, clean air vents and coils, clean cleanable filters and replace replacement air filters. 3. General Contractor: Pay for gas and electricity used in connection with operation of permanent system up to date of Notice of Substantial Completion. 4. General Contractor and Division 15 Contractor: If permanent heating system is used during construction, remain responsible for full mechanical warranty from date of Notice of Substantial Completion. 1.03 TEMPORARY WATER A. Temporary Water: Provide as required for execution of work. 1. Provide service, temporary connections, plumbing, piping, etc. necessary to convey same to places needed. 2. Pay for water used through temporary and permanent systems up to date of Notice of Substantial Completion. S&H 9408 01500 -2 A F-] M 1.04 TEMPORARY SANITARY FACILITIES ,l.., A. Toilet Facilities: Provide and maintain, in neat and sanitary con- dition, adequate chemical toilet facilities for use of employees engaged on work, in compliance with requirements of applicable codes, regulations, laws and ordinances. 1.05 FIELD OFFICE AND OTHER TEMPORARY STRUCTURES A. Field Office: Provide and maintain suitable temporary field office. 1. Telephone Service: Install telephone in field office. Pay for installation, maintenance, removal and other charges for use of telephone. 2. Make office and telephone available for use by Owner and Architect. B. Temporary Structures: Provide temporary structures and storage areas as required. 1. Remove offices and other temporary structures from site upon completion of work. 2. Locate on site in orderly manner as determined by Contractor. 1.06 TEMPORARY PROTECTIVE FACILITIES A. Provide and maintain protective devices and facilities for protection of public and general protection of workmen on project. 1. Provide warning signs against hazards created by such items as protruding nails, hoists, well holes, window openings, stairways and falling materials. a. Danger lights: Keep lighted each night from sundown to sunrise. 2. Provide and maintain fire extinguishers and active fire hydrants where required. Maintain fire lanes to hydrants and other equipment as necessary for proper fire protection during construction. 3. Provide temporary walks, roadways, trench covers, barricades, bulkheads, railings, danger lights and signals, etc. required for work by applicable safety laws and building codes. 4. Maintain temporary protective facilities in good condition throughout term of work. Remove at completion of work. Repair and replace work damaged by temporary protective facilities. B. Each Subcontractor: 1. If in performance of his subcontract, it becomes necessary, con- venient or advisable to remove, replace or interfere with any safety devices or controls installed by Contractor or another subcontractor; subcontractor shall replace or restore such devices at his expense. 2. In event such safety devices or controls are not so replaced or restored, subcontractor shall reimburse Contractor for doing so for subcontractor's account, or by deduct change order to his subcontract. S&H 9408 01500 -3 W Ej 1.07 ELEVATORS A. Elevator Use During Construction: Not to be used by trades other than elevator installer without written permission of Architect. 1. In event permission is given, trade using elevator shall assume full responsibility for protection of equipment, cars, doors and frames, including refinishing as may be required, and shall pay elevator installer his standard rates for servicing elevator during period of such temporary use. 2. In addition, user agrees to sign elevator installer temporary acceptance form and be bound by terms and conditions thereof. 3. Usage of any elevator shall not effect any conditions of warranty or warranty period for elevators as specified. 1.08 SCAFFOLDING AND RUNWAYS A. Scaffolding: Provide as necessary for work. B. Runways, Guard Rails, Platforms and Similar Temporary Construction: Provide and maintain for safe performance of contract. 1. Provide facilities of type and arrangement as required for their specific use, substantially constructed, strongly supported, and well secured. 2. Comply with applicable safety laws and codes. 1.09 CLOSURES A. Temporary Closures: Erect over openings when weather conditions render such action necessary for proper installation of work. 1.10 PROTECTION FOR WORK IN PLACE A. Work in Place: When subject to injury because of operations being carried on adjacent, cover, board up, or substantially enclose with adequate protection. 1. Block and board heads, jambs and sills of permanent openings used as thoroughfares for introduction of work and materials. 2. Construct forms of protection in manner that, upon completion, entire work will be delivered to Owner in undamaged condition. 1.11 CONSTRUCTION FENCE /BARRICADE A. Construction Fence /Barricade: Provide as required for protection of the public and per town of Vail regulations. 1. Fence: 6' -0" high chain link fencing with steel posts 8' - 0 " o.c. 2. Gates: Provide where required. Keep gates closed after working hours. 3. At completion of exterior work (except site development work), remove fences from the site. Patch asphalt damaged by fence posts after removal. S&H 9408 01500 -4 1.12 PROJECT IDENTIFICATION SIGN A. Sign: Furnish and install painted project identification sign con- sisting of 4' x 8' x 3/4 plywood with exterior glue on 2x and 4x supporting structure. 1. Exact Design, Text and Colors: Provided by Architect, including name of building and Owner, any emblem selected by Owner, Architect's name, names of Architect's principal consultants, Contractor's name, and names of firms executing principal parts of the work. 2. Place in location directed by Architect and maintain for duration of project. 1.13 ACCESS A. Limit access to necessary routes to perform the work. 1.14 TEMPORARY CONTROLS A. General: Comply with local codes, ordinances and regulations. B. Noise: Minimize noise near residential areas. Properly muffle equipment. Do not operate noisy equipment after hours. C. Dust: Control when construction procedures result in dust which becomes nuisance to Owner, private property or traffic. D. Water: Control flow of water at site to prevent damage to Owner's private and public facilities. do not allow surface water to flow into adjacent stream. E. Debris: Continually police work to prevent collection and scattering of debris uncovered, loosened, or caused by prosecution of work. F. Pollution: Take precautions to prevent spilling and littering of water polluting substances. Do not dump any foreign materials into sewer and storm sewer collection systems. 1. Burning of debris or any other air polluting methods or equipment not allowed. G. Erosion: Provide facilities necessary to prevent erosive damage to Owner's property and to adjacent properties. 1.15 CLEAN UP A. General: Maintain project and site in clean and orderly condition. Periodically clean interior areas. Regularly remove waste materials, debris and rubbish from site. B. Each Subcontractor: Cleanup work on daily basis. Failure to clean up will result in cleanup by others with such costs being backcharged to Subcontractor by deduct change order to his subcontract. S&H 9408 01500 -5 a W C. Interior Areas: Clean prior to start of finish work and continue we cleaning as required. Control cleaning operations so that dust and r other particles will not adhere to newly coated surfaces. Wo D. Final Cleaning: See Section 01710. END OF SECTION 4-'i' l .1 01500 -6 SECTION 01600 MATERIAL AND EQUIPMENT 1.01 RELATED REQUIREMENTS A. General and Supplementary Conditions. 1.02 PRODUCTS A. Products: Include material, equipment and systems. 1. Comply with specifications and referenced standards as minimum requirements. 2. Components Supplied in Quantity within a Specification Section: Same and interchangeable. 3. Do not use materials and equipment removed from existing structure, except as specifically required, or allowed, by Contract Documents. 1.03 TRANSPORTATION AND HANDLING A. Transportation: Transport products by methods to avoid product damage; deliver in undamaged condition in manufacturer's unopened containers or packaging, dry. B. Handling: Provide equipment and personnel to handle products by methods to prevent soiling or damage. C. Inspection: Inspect shipments to assure products comply with requirements, quantities are correct, and products are undamaged. 1. Reject damaged and defective items. D. Each Subcontractor: Be responsible for hoisting and stocking of his materials and equipment on site. 1. Material Stocked on Floors: Palletized or packaged in appropriate containers on floor by floor basis. 2. Material Stocking: Coordinated with Contractor's superintendent. 1.04 STORAGE AND PROTECTION A. Storage: Store products in accordance with manufacturer's recommen- dations, with seals and labels intact and legible. Store sensitive products in weathertight enclosures; maintain within temperature and humidity ranges required by manufacturer's recommendations. 1. Store loose granular materials on solid surfaces in well drained area; prevent mixing with foreign matter. B. Exterior Storage Protection: 1. Fabricated Products: Place on sloped supports above ground. 2. Cover products subject to deterioration with impervious sheet covering; provide ventilation to avoid condensation. S&H 9408 01600 -1 cm C. Inspection: Arrange storage to provide access for inspection. Periodically inspect to assure products are undamaged, and are main- tained under recommended conditions. 1.05 INSTALLATION A. Pre - Installation Conferences: Hold pre - installation meeting at site before installation of each unit of work which requires coordination with other units of work. Installer and manufacturer's representatives of particular work and affected work shall attend. 1. Notify Architect of meeting time. 2. Discuss coordination of work with other work including shop drawings, product data, possible conflicts, compatibility concerns, acceptability of substrates, protection, etc. 3. Record significant discussions at each meeting, agreements, disagreements and final plan of action. Distribute record to those in attendance and to Architect. 4. Do not proceed with unit of work until pre - installation meeting is successfully concluded with agreed upon plan of action. B. Inspection of Substrates: Require installer of each major unit of work to inspect substrate to receive work and conditions under which work is to be performed. 1. Installer: Report unsatisfactory conditions to General Contractor in writing with copy to Architect. 2. Do not proceed with work until unsatisfactory conditions have been corrected to satisfaction of installer. C. Manufacturer's Instructions: Where installations include manufactured products, comply with manufacturer's applicable instructions and recommendations for installation, to extent that these instructions and recommendations are more explicit or more stringent than requirements specified or indicated. 1. Notify Architect of any conflicts between manufacturer's instruc- tions or recommendations and requirements specified or indicated. D. Attachment: Provide attachment and connection devices and methods for r. securing work. 1. Secure work true to line and level, and within specified tolerances, or if not specified, industry recognized tolerances. 2. Allow for expansion and building movement. 3. Exposed Joints: a. Provide uniform joint width. b. Arrange joints to obtain best visual effect. c. Refer questionable visual- effect choices to Architect for final decision. E. Measurements and Dimensions: Recheck as integral step of starting each installation. S &H 9408 01600 -2 F. Climatic Conditions and Project Status: Install each unit of work under conditions to ensure best possible results in coordination with entire project. 1. Isolate each unit of work from incompatible work as necessary to prevent deterioration. 2. Coordinate enclosure of work with required inspections and tests to minimize necessity of uncovering work for those purposes. G. Mounting Heights: Where not indicated, mount individual units of work at industry recognized standard mounting heights for particular application indicated. 1. Refer questionable mounting heights choices to Architect for final decision. 1.06 PRODUCTS LIST A. Submittal: Within 30 days after Notice of Award, transmit three copies of list of major products which are proposed for installation, including name of manufacturer. 1. Tabulate products by specifications section number, title, and article number. 2. For products specified only by reference standards, give manufac- turer, trade name, model or catalog designation, and reference standards. B. Architect: Will promptly reply in writing whether there is reasonable objection to listed items. Failure to object to listed item shall not constitute waiver of requirements of Contract Documents. 1.07 PRODUCTS OPTIONS A. Products Specified by Reference Standards or by Description Only: Any product meeting those standards. B. Products Specified by Naming One or More Manufacturers with Substitution Paragraph: Products of named manufacturers meeting specifications. Submit request for substitution for any manufacturer not specifically named. 1. Products of acceptable manufacturers are subject to requirements of specifications for specified product. C. Products Specified by Naming One or More Manufacturers: Products of named manufacturers meeting specifications; no options, no substitu- tions.:a , 1. Products of acceptable manufacturers are subject to requirements of specifications for specified product. D. Products Specified by Naming Only One Manufacturer: No option, no substitution allowed. S&H 9408 01600 -3 l — W, 1.08 LIMITATION ON SUBSTITUTIONS A. During Bidding Period: Instructions to Bidders specifies times for submitting requests for substitutions. Submit requests to Architect in compliance with requirements of this section. B. After Bidding Period: Requests for substitutions of products after date of Owner- Contractor Agreement will be considered only in case of product unavailability or other conditions beyond control of Contractor. C. Substitutions: 1. Will not be considered when indicated on shop drawings or product data submittals without separate formal request, when requested, directly by subcontractor or supplier, or when acceptance will require substantial revision of Contract Documents. 2. Do not order or install substitute products without written acceptance. 3. Only one request for substitution for each product will be con- sidered. When substitution is not accepted provide specified product. 4. Architect will determine acceptability of substitutions. 1.09 REQUESTS FOR SUBSTITUTIONS A. Submittal : Submit two copies of each request. Submit separate request for each substitution. 1. Identify products by specifications section and article numbers. 2. Provide manufacturer's name and address, trade name of products, and model or catalog number. 3. List fabricators and suppliers as appropriate. B. Documentation: Document each request with complete data substantiating compliance of proposed substitution with requirements of Contract Documents: 1. Attach Product Data as specified in Section 01300. 2. Give itemized comparison of proposed substitution with specified Yy product, listing variation, and reference to specification section and article numbers. 3. Give quality and performance comparison between proposed substi- tution and specified product. 4. List availability of maintenance services and replacement materials. 5. State effect of substitution on construction schedule, and changes required in other work or products. Aw 1.10 CONTRACTOR REPRESENTATION A. Request for Substitution: Representation that Contractor has investigated proposed product and has determined that it is equal to or superior in all respects to specified product: 1. Contractor will provide same warranty for substitution as for specified product. S&H 9408 01600 -4 2. Contractor will coordinate installation of accepted substitute, making such changes as may be required for work to be complete in all respects. 3. Contractor waives claims for additional costs related to substi- tution which may later become apparent. B. Replacement: If substituted products do not meet or exceed above requirements, whether before, during, or after incorporated into work, Contractor shall, at no additional cost to Owner, replace substituted products with products originally specified. 1.11 SUBMITTAL PROCEDURES A. Architect: Will review Contractor's requests for substitutions with reasonable promptness. 1. If accepted by Architect, products proposed for substitution will be accepted subject to modifications by manufacturer, if necessary, to meet detailed requirements of drawings and specifications. 2. Architect will not make exhaustive attempt to determine that pro- ducts proposed for substitution are equal to, or can be modified in order to be equal to specified products. B. Architect's Acceptance: 1. During Bidding Period: Architect will record acceptable substi- tutions in Addenda. Acceptances of substitutions during bid period are conditional upon further investigation after award of contract. 2. After Award of Contract: Architect will notify Contractor, in writing, of decision to accept or reject requested substitution. C. For Accepted Products: Submit shop drawings, product data, and samples in accordance with Section 01300. END OF SECTION S&H 9408 01600 -5 SECTION 01700 CONTRACT CLOSEOUT 1.01 PROJECT RECORD DOCUMENTS A. Project Site Record Documents: Maintain at project site one record copy of following: 1. Drawings 2. Specifications 3. Addenda 4. Accepted Shop Drawings, Product Data and Samples 5. Change Orders 6. Other Modifications to Contract 7. Field Test Records B. Record Documents: Do not use record documents for construction pur- poses. Maintain documents in clean, dry legible condition, apart from documents used for construction. C. Record Information: Label each document "Record Document ". 1. Mark information with contrasting color using ink. 2. Keep each record current. Do not permanently conceal any work until required information is recorded. D. Dra 1. 2. 3. 4. 5. 6. wings: Record following information on drawings: Depth of foundation elements. Horizontal and vertical location of underground utilities. Location of internal utilities and appurtenances concealed in construction. Field changes of dimension and detail. Changes by change order or field order. Details not on original contract drawings. E. Specifications: Record following information on specifications: 1. Manufacturer, trade name, catalog number and supplier of products and items of equipment actually installed. 2. Changes by change order or field order. 3. Other matters not originally specified. F. Shop Drawings: Maintain shop drawings as record documents recording changes made after review as specified for drawings above. G. Submittal: At completion of project, deliver record documents to Architect with transmittal letter containing date, project title and number, Contractor's name and address, title and number of each record document, and certification that each document is complete and accurate. Submittal shall be signed by Contractor. S &H 9408 01700 -1 Ea 1.02 CLOSEOUT PROCEDURES A. Procedures: Following project closeout procedure defines respon- sibilities of Contractor. Owner and Architect in closing project: Step 1 Contractor advises Architect in writing that he has reached "Substantial Completion" and provides list of items to be completed or corrected. Closeout may be conducted by areas or portions of work if requested by Owner. Step 2 Architect inspects work to determine if it is substantially complete, and issues Certificate of Substantial Completion plus "Punch List" of items to be completed or corrected. Step 3 Contractor completes and /or corrects all punch list items and notifies Architect in writing that his work is ready for final inspection. At this time, final application for payment is submitted. Step 4 Architect makes final inspection. When work is found to be acceptable under Contract Documents, and contract fully per- formed, Architect will issue final Certificate for Payment. 1.03 FINAL PAPERWORK M A. Final Paperwork: Prior to release of final payment, Contractor shall deliver following iterRs to Architect: Inspection Certificates, as applicable. Contractor's Warranty of Materials and Workmanship. Maintenance Manuals and Parts Lists, as specified. All Guaranties, Warranties and Submittals, as specified. Receipts for Extra Materials Delivered to the Owner. Miscellaneous Keys, Switches, Etc. Final Application for Payment..x, Consent of Surety to Final Payment. Contractor's Affidavit of Release of Liens (AIA Form G- 706A). Project Record Documents The above items are described in following articles or applicable sections of the specifications. 1.04 INSPECTION CERTIFICATES A. Each subcontractor shall, upon completion of the work, secure in .. triplicate, certificates from any state or local governing bodies having jurisdiction in dictating that the work is in strict accordance with the applicable codes and deliver same to the Contractor for transmittal to the Owner. 1.05 WARRANTIES A. One Year Correction Period: Remedy any defects due to faulty materials or workmanship and pay for any damage to other work resulting therefrom, which shall appear in work within a period of one year from the date of Notice of Substantial Completion and in accordance with the terms of any special warranties provided in the Contract Documents. The Owner shall S&H 9408 01700 -2 give notice of observed defects with reasonable promptness. B. Warranty: Upon completion of work, the Contractor shall deliver to the Architect, in duplicate, a written warranty based on the provisions of the Contract Documents properly signed and notarized. 1. Warranty shall be addressed to the Owner. 2. Provide separate written warranties from mechanical and electrical subcontractors. C. Subcontractor Warranties: Include labor and materials signed by manufacturer or subcontractor as case may be and countersigned by subcontractor. 1. Address warranty to Owner. 2. Deliver to Architect upon completion of project and before or with submission of request for final payment. D. Extended Warranties: Deliver in duplicate extended warranties as specified and dated from the date of Notice of Substantial Completion and signed by subcontractors and manufacturers. E. Manufacturer Warranties: Deliver in duplicate manufacturer's warranties as specified and dated from date of Notice of Substantial Completion signed by manufacturer. 1. Manufacturer's Warranties: Supplement and not replace implied and express warranties provided for by Uniform Commercial Code. Any statements in manufacturer's warranties denying or limiting responsibility for such implied and express warranties shall be void. 1.06 MISCELLANEOUS KEYS, SWITCHES AND WRENCHES A. Submittal: At completion of project, account for all loose keys for hose bibs, adjustment keys and wrenches for door closers and panic hardware, keys for electric switches, electrical panels, etc. and turn over to Contractor for transmittal to Owner. 1.07 OPERATING AND MAINTENANCE DATA A. Equipment Manuals: Upon completion of work, submit three typed and bound copies of operating and maintenance manual or manuals. 80�" x 11" in size, to Architect for his acceptance. 1. Manual: Have index with tab dividers for each major equipment section to facilitate locating information on specific piece of equipment. 2. Identify data within each section with identification numbers as they appear on drawings and by specification section and article number. B. Data: Include as minimum following data: 1. Alphabetical list of all system components, with name, address and 24 hour phone number of company responsible for servicing each item during first year of operation. S&H 9408 01700 -3 Lo 2. Operating instructions for complete system including: a. Emergency procedures for fire or failure of major equipment. b. Major start, operation and shutdown procedure. 3. Maintenance instructions including: a. Proper lubricants and lubricating instructions for each piece of equipment. b. Necessary cleaning, replacement and adjustment schedule. 4. Manufacturer's product data on each piece of equipment including: a. Installation instructions. b. Drawings and specifications. c. Parts lists. d. Complete wiring diagrams (as- built). e. Marked or changed prints locating all concealed parts and all variation from original system design. 5. Schematic diagram showing component parts of system. 6. Simplified system description and preventative maintenance program. C. Operating and Maintenance Data: See following sections for equipment requiring operating and maintenance data manuals: 1. Irrigation System: Section 02810 W 2. Landscaping: Section 02900 3. Finish Hardware: Section 08710 4. Carpet: Section 09680 5. Elevators: Section 14240 and 14430 6. Mechanical: Division 15 7. Electrical: Division 16 See above sections for specific requirements of operating and main- tenance data for each group of equipment. 1.08 DEMONSTRATIONS A. Equipment Demonstrations: Upon completion of work, schedule time with Architect, and instruct Owner's representative(s) once, in presence of Architect and Engineers, on proper operation and maintenance of equipment. 1. Participants: As minimum presenting participants shall include to Contractor, appropriate subcontractor, equipment manufacturer's representatives, and appropriate sub - subcontractors. 2. Contractor's Representatives: Thorough knowledge of particular installation. 3. Manufacturer's Representative: Thorough understanding of particular equipment. B. Demonstrations: demonstrations: 1. Irrigation 2. Elevators: 3. Mechanical: 4. Electrical: S&H 9408 See following sections for equipment requiring System: Section 02810 Sections 14240 and 14430 Division 15 Division 16 01700 -4 See above sections for specific requirements of demonstrations for each group of equipment. 1.09 EQUIPMENT SERVICE AND MAINTENANCE A. General: Include complete service and maintenance calls spaced at maximum of three month intervals plus emergency calls throughout one year correction period. During each service and maintenance call as minimum check: 1. Safety devices on each piece of equipment. 2. Lubrication of all moving parts; lubricate where required. B. Service and Maintenance: See following sections for equipment requiring maintenance: 1. Elevators: Sections 14240 and 14430 2. Mechanical: Division 15 END OF SECTION S&H 9408 01700 -5 SECTION 01710 FINAL CLEANING 1.01 RELATED REQUIREMENTS A. Clean -up during construction: Section 01500 Construction Facilities and Temporary Controls. 1.02 CLEANERS A. Cleaners: Professional cleaners with exception of clean -up of site and cleaning specifically assigned to installers and applicators under various sections of Specifications. 1.03 Final Cleaning A. Exterior: In addition to items specified below, carefully and thoroughly clean all surfaces on exterior: concrete, metal, etc. B. Glass: Carefully and thoroughly clean both sides of glass and leave absolutely clean and free from paint, labels, grease, dirt, etc. 1. Cleaners: Professional window cleaners. C. Hardware: Clean and polish hardware and leave clean and free from paint, grease, dirt, etc. D. Plumbing: Clean and polish plumbing fixtures, fittings and exposed plated piping. Leave clean and free from paint, grease, dirt, etc. Remove labels. E. Electrical: Clean and polish electric fixtures, including glassware, switchplates, etc. and leave clean and free from paint, grease, dirt, etc. F. Equipment: Carefully and thoroughly clean items of equipment, mechanical, electrical, cabinets, ductwork, etc. G. Floors: 1. Resilient Floor Coverings: Mop with warm water and mild detergent as recommended by manufacturer of flooring, then thoroughly machine buff. 2. Carpeting: Vacuum and clean. Remove all spots as recommended by manufacturer. 3. Concrete Floors: Damp mop or scrub concrete floors as required. 4. Floors: Leave them thoroughly clean when building is turned over to Owner. H. Ceramic Tile: Remove grout haze, observing tile manufacturer's recommendations. Rinse tile work thoroughly with clean water. S&H 9408 01710 -1 I " W 1.04 COMPLETION VW A. Entire Work Inside and Out: First -class clean condition upon completion before being accepted by Owner. END OF SECTION S&H 9408 01710 -2 DIVISION 2 SITE WORK PART 1 - GENERAL 1.01 SUMMARY SECTION 02050 DEMOLITION A. Section Includes: 1. Remove existing structure within the property lines as indicated. a. Include removal of foundations where indicated. 2. Remove and dispose of existing site elements as indicated, 3. Cap and identify exposed utilities. 4. Provide necessary shoring and bracing. 5. Dispose of debris off site. 6. Clean up and leave site prepared for new construction. 7. Coordinate with installation of new shoring at east wall to remain. B. Related Sections: 1. Construction fence, barricades, warning lights and signs: Section 01500 2. Use of Premises: Section 01010 Summary of Work. 3. Backfill and Compaction of Holes Left Under Demolition: Section 02200 Earthwork. 1.02 QUALITY ASSURANCE A. Contractor Qualifications: Minimum of five years experience in demo- lition of similar structures. B. Regulatory Requirements: Comply with local codes and ordinances. 1. Asbestos - Containing Materials: Existing building to be demolished may have asbestos - containing materials. a. Demolition Subcontractor: Assumes responsibility for notification to all workmen of existing asbestos conditions. Make notification on approved EPA Forms and include posting of notices in accordance with EPA and OSHA Guidelines. b. Demolition Subcontractor: Assumes all responsibility for compliance with applicable codes and regulations regarding inspection, handling and removal of asbestos - containing materials. 1.03 PROJECT CONDITIONS A. Environmental Requirements: Execute demolition in manner to limit unnecessary dust and noise. Burning of materials on site not allowed. B. Existing Utility Services: 1. Capping: Arrange and pay for disconnecting, removing and capping utility services within areas of demolition. Disconnect and stub S&H 9408 02050 -1 [_" l off. Notify affected utility company in advance and obtain approval before starting this work. 2. Identification: Place markers to indicate location of disconnected services. Identify service lines and capping locations on project record documents. C. Existing Utilities Not Indicated on Drawings: Protect any sewer, water, gas, electric or other pipe lines or conduits uncovered during work until they have been examined. 1. If such lines are found to be abandoned and not in use, remove. 2. If such lines are found to be in use, carefully protect and carry on work around them. If Owner deems it advisable to move such lines, Owner will pay cost of moving. 3. Coordinate any temporary interruption of service with Owner. D. Protection: Provide necessary temporary shoring and bracing to support and protect portions of existing building during demolition operations. Leave such shoring in place until permanent supports have been installed. Be solely responsible for design, safety and adequacy of temporary shoring and bracing and its ability to carry load for which intended. PART 2 - PRODUCTS Not Used. PART 3 - EXECUTION 3.01 PREPARATION A. Utility Services: Arrange for and verify termination of utility services for existing structures to include removing meters and capping lines. Relocate utilities as indicated on drawings. 3.02 BUILDING DEMOLITION A. General: Demolish in orderly and careful manner. 1. Sprinkle debris as necessary to limit dust to lowest practicable level. Do not use water to extent of causing flooding, contaminated runoff or icing. 2. Begin demolition at top of structures and proceed to lowest level. Do not use explosives. Break concrete and masonry into sections less than three feet in any dimension. 3. Remove walls, foundations and slabs leaving clean hole. 4. Asbestos Removal: Remove in accordance with applicable codes, rules and regulations. B. East Foundation Wall to Remain: Do not remove supporting floors until new shoring is in place and permission os structural engineer is obtained. S&H 9408 02050 -2 w 3.03 SITE DEMOLITION A. Site Improvements: Remove existing site improvements as indicated. 3.04 CLEANING A. Cleaning: During demolition operations, keep premises free from accumulations of waste material or rubbish caused by employees or work, and at completion of work remove rubbish, tools and surplus material and leave premises clean and ready for subsequent work. Promptly remove waste, rubbish or debris from site. END OF SECTION S&H 9408 02050 -3 SECTION 02160 EXCAVATION SUPPORT SYSTEM PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Design and installation of shoring and underpinning system to protect excavation perimeter from movement or collapse. 2. Protection of adjacent buildings and improvements from movement, settlement or collapse. B. Related Sections: 1. Excavation: Section 02200 Earthwork. 2. Concrete Formwork: Section 03100. 1.02 SYSTEM DESCRIPTION A. Design Criteria: Contractor shall be solely responsible for design of shoring and underpinning system as required to resist lateral earth pressures and surcharges due to traffic, storage of materials, adjacent structures and all other loads imposed on adjacent soil during the construction period. Comply with requirements of soil and foundation investigation. Type of system used must be compatible with construction procedures and structural details and acceptable to the structural engineer and General Contractor. 1.03 QUALITY ASSURANCE A. Regulatory Requirements: Comply with all applicable requirements of Local Building Code. Obtain permits and permission of adjacent property owners as required. 1.04 PROJECT CONDITIONS A. Existing Conditions: Investigate to determine the location of adjacent existing underground improvements. B. Subsurface Investigation: A subsurface investigation report has been prepared for the Owner. See Section 00200 Information Available for Bidders. PART 2 - PRODUCTS 2.01 MATERIALS A. Excavation Support System: Provide piles, piers, walers, lagging, sheeting, anchors and structures as required. S&H 9408 02160 -1 y PART 3 - EXECUTION 3.01 EXAMINATION A. Existing Conditions: Examine existing conditions to determine shoring and underpinning requirements. Examine existing adjacent improvements to determine their condition before starting work. Record their condition by written report, survey and photographs as required. 3.02 PROTECTION A. Take all necessary precautions and make provisions to protect adjacent existing improvements from damage from shoring, underpinning and excavation operations. 3.03 INSTALLATION A. Design and install systems as required. B. Make proper allowances for building structure and improvements including waterproofing, dampproofing and foundation drainage systems. C. Install shoring as concrete formwork for.outside walls where required. 3.04 FIELD QUALITY CONTROL A. Make periodic inspections and surveys of existing adjacent improvements. Keep accurate records of movements or changes in their condition. 3.05 REPAIR OR REPLACEMENT A. Repair any damage or replace damaged existing adjacent improvements. 3.06 REMOVAL A. Remove shoring and underpinning systems as required after permanent structure is in place. Leave shoring in place where serving as outside wall forming. END OF SECTION S&H 9408 02160 -2 0 y 6 SECTION 02200 PART 1 - GENERAL 1.01 SUMMARY EARTHWORK A. Section Includes: 1. Site Clearing 2. Building and Retaining Wall Excavation and Backfill 3. Site Grading B. Related Sections: 1. Soil Testing: Section 01400 Quality Control 2. Layout: Section 01050 Field Engineering 3. Mechanical Excavation: Division 15 Mechanical 4. Electrical Excavation: Division 16 Electrical 5. Foundation Drainage: Section 02712 6. Excavation Support System: Section 02160 7. Building Demolition: Section 02060 1.02 REFERENCES A. Reference Standard: Comply with: 1. Excavation: Colorado Division of Labor Rules and Regulations. 2. Compaction Standard: Standard Proctor Density ASTM D698. 1.03 SUBMITTALS A. Test reports of soils testing during construction specified under Field Quality Control will be distributed by the testing laboratory in accordance with Section 01400 Quality Control. 1.04 QUALITY ASSURANCE A. Geotechnical Engineer: The Owner will employ a Geotechnical Engineer who will place qualified personnel on the site as necessary during the earthwork operations to evaluate compliance with the specifications. 1.05 PROJECT CONDITIONS A. Existing Utilities: Protect from damage any sewer, water, gas, electric, phone or other pipe lines or conduits uncovered during the work until they have been examined by the Owner. If such lines are found to be abandoned and not in use, remove without extra cost. If such lines are found to be in use, carefully protect and carry on work around them. If Owner deems it advisable to move such lines, Owner will pay cost of moving. S&H 9408 02200 -1 EM 1.06 WARRANTY A. Fill and Backfill: Settlement in backfill, fill, or in structures built over backfill or fill, which may occur within the one year warranty period shall be corrected at no cost to the Owner. Restore any structures damaged by settlement to their original condition at no cost to the Owner. PART 2 - PRODUCTS 2.01 FILL AND BACKFILL MATERIAL A. Material: On -site excavated or imported granular material free of organic material, rubble or debris and approved by the Geotechnical Engineer. Foundation and retaining wall backfill shall be relatively free draining material consisting of minus 6 inch material containing at least 50% material retained on the No. 4 sieve and less than 15% passing the No. 200 sieve. B. Backfill Cap in Unpaved Areas: On site excavated or imported relatively fine graded material approved by the Geotechnical Engineer. PART 3 - EXECUTION 3.01 EXAMINATION A. Verification of Conditions: Visit and inspect the site and take into consideration known or reasonably inferable conditions affecting the work. Failure to visit the site will not relieve the Contractor of furnishing materials or performing the work required. 3.02 PREPARATION A. Field Engineering: See Section 01050 Field Engineering for bench marks, monuments, batter boards, reference points and layout and checking of the work. 3.03 SITE CLEARING A. Remove all remaining vegetation and topsoil. 3.04 EXCAVATION A. General: All footings shall bear on natural undisturbed granular soils. Remove all existing manmade fill under the building area. Excavate the site as required for walls, foundations, crawl spaces, piers, area pits, and retaining walls to depths indicated on the drawings. Trenches shall have bottoms of full width required. If through error, trenches are carried deeper than required, fill excess depth with concrete as directed at the Contractor's expense. Remove loose or disturbed material from bottom of excavation by hand. Bottom compaction of loose material will be allowed only if approved by Geotechnical Engineer. If S&H 9408 02200 -2 owl debris, soft spots, or excessively moist areas are found at the bottom of any excavation, immediately report the condition to the Soils Engineer who will determine if corrective work is necessary. B. Excavation Adjacent to Existing Building: Do not excavate below level of adjacent building footings without specific on -site directions from the Geotechnical Engineer. C. Coordination: Coordinate excavation with Section 02160 Excavation Support System. D. Unclassified Excavation: All excavation is considered as unclassified and is defined as removal of all material encountered, regardless of soil type. Unclassified excavation is considered normal excavation and no extra will be allowed. E. Cobbles and Boulders: Where cobbles or boulders are uncovered at footing elevation they shall be immediately reported to the Geotechnical Engineer to direct their removal. Cobbles or boulders shall be carefully removed to prevent disturbance of adjacent soils and the resulting depressions shall be filled with compacted earth fill. Stockpile boulders 12" in diameter and larger for future landscape use in on -site location as directed. F. Store suitable backfill material as space is available. Remove all other excavated material from the site. 3.05 PREPARATION OF NATURAL GROUND A. General: Remove topsoil and vegetation before beginning preparation of natural ground. Remove from site frozen or muddy ground in fill areas. B. Fills Made on Hillsides or Slopes: Plow scarify slope of the original ground upon which the fill is to be place to a minimum depth of 6 inches. Where the slope ratio of the original ground is steeper than 20% (5 horizontal to 1 vertical,) the bank shall be stepped or benched. C. Preparation: Mix and blend the plowed or scarified surface with a disc or grader blade so the surface will be free of large clods or rocks. ruts. hummocks or other uneven features which would tend to prevent uniform compaction by the equipment to be used. D. Scarification and Compaction: 1. Natural Ground Under Fill Areas: Scarify to a minimum depth of six inches and compact at a moisture content near optimum to at least 95% of its Standard Proctor Density, ASTM D698. 2. Natural Ground Under Fill Areas Below Exterior Slabs, Sidewalks and Paving: Scarify to a minimum depth of six inches and compact near optimum moisture content to at least 95% of its Standard Proctor Density, ASTM D698. S&H 9408 02200 -3 LZ Im 1Z 3.06 DRAINAGE AND PUMPING A. Maintain soil under foundations and slabs at natural moisture content. B. Provide and maintain slopes, crowns and ditches in excavation to insure satisfactory surface drainage at all times. Provide temporary drainage facilities to prevent water from draining into excavations. When work is completed, restore temporary ditches or cuts to original grade or finish grade as indicated. C. Bailing or Pumping: Immediately pump or bail out water found in excavations, whether rain or seepage. Excavations shall be kept free from water at all times. Take measures and furnish equipment and labor necessary to control the flow, drainage and accumulation of water as required to permit completion of the work under this section to avoid damage to the work. 3.07 FILLING AND COMPACTION A. General: Fill and compact to levels required to complete the work indicated. Filling may require soil material in excess of quantity of suitable on -site material available. Import new material as required. B. Placing Fill: Distribute material to avoid formation of lenses or layers of material differing substantially from surrounding material. Deliver material at uniform rate to permit satisfactory procedure to result in uniformly compacted fill. Avoid unnecessary concentration of travel causing ruts and uneven compaction. Regrade and compact ruts and hollows more than 6 inches deep before compacting Spread fill material in horizontal layers no greater than 8 inches thick. C. Backfilling: Fill and compact temporary holes and excavation around interior walls, grade beams, piers, trenches, on inside of building and excavation around exterior foundation walls. Backfill in even lifts on both sides of foundation walls to prevent excessive pressure on one side. Brace unsupported foundation walls, grade beams, and piers thoroughly before backfilling and leave bracing in place until supporting floors are in place. Obtain permission from Architect before backfilling. Backfill and mechanically compact as indicated below. Puddling not allowed. Coordinate backfill behind precast concrete retaining walls with retaining wall contractor. D. Compaction of Granular Materials: When compacting material, such as sands and gravels, deposit materials in layers and compact by treads of crawler type tractors, surface or internal vibrators, smooth or pneumatic rollers, hand or power tampers, or by other means approved by the Geotechnical Engineer. Thickness of horizontal layers after deposition shall be not more than six inches if compaction is performed by tractor treads, surface vibrators or similar equipment. If compaction is performed by internal vibrators, thickness of horizontal layers after compaction shall be not more than the penetrating length of the vibrator head. Ponding or water flooding not allowed. S&H 9408 02200 -4 CM is E. Compaction Requirements: Compact each layer by methods the Geotechnical Engineer to a minimum of the following Densities as determined by ASTM D698: 1. Fill under footings 2. Fill against sides of footings 3. Fill under exterior slabs and sidewalks 4. Exterior utility trench backfill under slabs, sidewalks and paving 5. Other exterior utility trench backfill 6. Fill or backfill in landscaped areas. 3.08 EXCESS OR UNUSABLE MATERIAL A. Excess or Unusable Material: Remove from the site. 3.09 BACKFILL CAP Top two feet of exterior foundation grade shall consist of fine graded for backfill. acceptable to Standard Proctor 100% 95% 95- 0 . 95% 90 0 -0 90 0 -0 backfill not covered by slabs on clay material compacted as required 3.10 FINISH GRADING A. General: Cut and fill areas as indicated or required to permit finishing to the finish grades indicated. Slope away from building a minimum of 1/2" per foot in all directions. B. Subgrade under Sidewalk, Paving and Slabs on Grade: Finish grade to bearing surface as required. Tolerance: ( ±) 0.04 ft. (1/2 C. Subgrade Under All Other Areas: Finish grade to elevations indicated. Tolerance: ( ±) 0.2 ft. (2- 1/2 3.12 FIELD QUALITY CONTROL A. Placement Method: Obtain the Geotechnical Engineer's approval of the method of placing and compacting before starting compacted fill or backfill placement. B. Compaction: Obtain written approval of the completed compacted fill and backfill from the Geotechnical Engineer who will have sufficient tests made to assure compliance with these specifications. If because of unsatisfactory test results it is necessary to retest after corrective work, the cost of tests other than the initial tests shall be paid by this Contractor. C. Density Tests: In accordance with ASTM 01556 -82, ASTM D2922 -81 or ASTM D2167 -66 (1977). See Section 01400 Quality Control. D. Field Engineering: See Section 01050 Field Engineering. END OF SECTION S &H 9408 02200 -5 SECTION 02211 BOULDER PLACEMENT PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Placement of cobbles and boulders stockpiled during earthwork operations. B. Related Sections: 1. Excavation and Stockpiling of Cobbles and Boulders: Section 02200 Earthwork. 1.02 QUALITY ASSURANCE A. All boulders and cobbles shall conform and blend with the natural color and texture of existing rock formations in the immediate project area. B. Field Direction: Landscape Architect shall approve boulders to be located, placement and details of placement. 1.03 DELIVER, STORAGE AND HANDLING A. Handle boulders with non - marring slings such as nylon straps. PART 2 - PRODUCTS 2.01 MATERIALS A. Boulders and cobbles will consist of on -site stockpiled materials removed during building excavation and other earthwork operations. B. Landscape Architect to give final approval of boulder selection by Contractor prior to installation. C. Diameter range is quantified as a percent of the total number installed. Total number to be determined at time of installation, and is a function of availability. Approximate desired size: 5' diameter 30% 3.5' diameter 40% 2' diameter 15% 1.5' diameter 15% S&H 9408 02211 -1 PART 3 - EXECUTION 3.01 LAYOUT A. Exact placement and arrangement of boulder groupings to be determined in the field and coordinated with the Landscape Architect. 3.02 EXCAVATION AND PLACEMENT A. Over- excavate a small depression to accommodate approximately 20 surface area to be buried. Place boulders individually. Where boulders occur in groups, fill voids with native soil and compact so as to give a natural looking bed. END OF SECTION S&H 9408 02211 -2 SECTION 02510 ASPHALTIC CONCRETE PAVING PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Subgrade preparation. 2. Soil sterilization. 3. Asphalt base and finish courses. 4. Patching asphalt paving as required. B. Related Sections: 1. Finish Grading: Section 02200 Earthwork 2. Curb Section 02521 Concrete Curbs and Sidewalks. C. Related Requirements: 1. Testing: Section 01400 Quality Control. 1.02 REFERENCES A. Reference Standards: See Section 01060. Comply with following: 1. Sections 400 Pavements, 702 Bituminous Materials and 703 Aggregates of the Colorado State Highway Department Standard Specifications, 1981 edition. 2. Town of Vail Standard Specifications. 1.03 SUBMITTALS A. Quality Control Submittals: Submit asphalt concrete mixes design from accepted testing laboratory in accordance with Section 01300. Include information used in designing mixes. B. Certificates: Submit written certification of compliance with these specifications in accordance with Section 01300 if requested. Architect may, in absence of written certification, require that samples of asphalt cement be delivered to accepted testing laboratory for testing to insure compliance with these specifications. 1.04 QUALITY ASSURANCE A. Record or Work: Keep record listing time and date of placement of asphalt work. Retain until completion of project and make available to Architect for examination at any time. B. Inspection of Batching Plants: Architect shall be offered uninterrupted access to batching plant while work is in progress. S&H 9408 02510 -1 r C. Testing: Samples and tests shall be in accordance with approved ASTM procedures. 1.05 PROJECT CONDITIONS A. Environmental Requirements: 1. Do not install asphalt paving when subsurface is wet, contains excess water or snow, or is frozen. 2. Do not install asphalt paving when temperature is below 40 °F without specific notification of Architect of special procedures to be taken. PART 2 - PRODUCTS 2.01 MATERIALS A. Sterilizer: Treflan manufactured by Elanco or accepted substitute in accordance with Section 01600. B. Base Course, Tack Coat and Asphaltic Concrete: Comply with Colorado State Highway Department Standards. 1. Base Course: Class 6 material. 2. Tack Coat: Grade CSS -1h emulsified Asphalt. 3. Asphaltic Concrete: Grade CX. a. Use Grade C for first lift of two lift installation. PART 3 - EXECUTION 3.01 PAVEMENT DESIGN A. Aggregate base course with asphalt surface course to match existing. 3.02 EXAMINATION A. Verification of Conditions: Comply with Section 01600: 1. Layout: Verify layout of work before beginning installation. 2. Subgrade: Examine subgrade to verify elevation and compaction requirements. See Section 02200 Earthwork. 3. Existing Paving: Inspect for proper conditions to receive topping layer. 3. Notification: Notify General Contractor of unsatisfactory conditions in writing with copy to Architect. B. Acceptance: Beginning of work means acceptance of existing conditions by installer. 3.03 PREPARATION A. Subgrade: Perform minor cut and fill work required to bring grade to correct level to receive base course. 1. Comply with requirements of Section 02200 Earthwork. S &H 9408 02510 -2 �r y B. Compaction: Plow or scarify subgrade and recompact in accordance with requirements of Section 02200 Earthwork. C. Soil Tests: Comply with Section 01400 Quality Control and Section 02200 Earthwork. D. Existing Paving: 1. Patch any holes and trenches in existing paving for new construction and services. Repair and patch any existing asphalt paving damaged by construction operations. 2. Remove existing paving at areas marked or indicated to be replaced. a. Remove deformed areas and excavate down to material with specified compaction requirements. Replace with specified mate- rial compacted to the requirements of Section 02200 and this section. 3.04 SOIL STERILIZATION A. Application: Mix sterilizer with water per manufacturer's recommen- dations, four gal Treflan per 46 gal water and uniformly spray apply to subgrade at rate of 50 gal of mixture per acre. Apply as recommended by manufacturer taking extreme care not to sterilize adjacent area. 3.05 INSTALLATION A. General: Comply with Colorado State Highway Department Standards. B. Base Course: 1. Exercise care in hauling and placing of base course to avoid segregation of course and fine materials. Place base course material on previously prepared subgrade in sufficient quantity to conform to thickness specified. 2. Mix material and add water to obtain uniform mixture at optimum moisture. 3. Place and compact at optimum moisture ( ±2 %) Continue compaction until base course has density of not less than 100% of standard Proctor density. 3. Compact at near optimum moisture content to at least 95% of modified Proctor dry density, Density, ASTM D1557. 4. Maximum Lift Thickness: Three inches. 5. Surface and Thickness Tolerances: a. Compacted Thickness: Within 3/8" of indicated thickness. b. Surface: Smooth and true to established crown and grade. c. Smoothness: Maximum variation of 3/8" measured with 10 foot straight edge. d. Rework any areas not - complying with these tolerances to conform. C. Tack Coat: Apply tack coat of emulsified asphalt to edge of existing asphalt and curb and other concrete surfaces adjoining asphalt paving. 1. If curb, sidewalk or other structures are sprayed with liquid asphalt, clean to satisfaction of Architect. S &H 9408 02510 -3 3.06 FIELD QUALITY CONTROL OP A. Testing: Sub -base course compaction testing and sampling and testing of Nu asphalt concrete mixtures for quality control during paving operation will be by accepted testing laboratory using applicable ASTM and AASHTO "' procedures in accordance with Section 01400. %. END OF SECTION S &H 9408 02510 -4 6 PW D. Asphaltic Concrete: 1. Compact to at least 95% of maximum Marshall density, ASTM D1559.„ 2. Maximum Lift Thickness: Three inches. 3. Use paver wherever possible. Remove coarse aggregate which has surfaced due to raking in hand raked areas. 4. Blend in edges of cut areas. 5. Maintain proper tire pressure to preclude ruts and ridges in surface of pavement. Visible Roller Marks: Cause for rejection. 6. Surface and Thickness Tolerances: a. Compacted Thickness: Within 1/4 inch of indicated thickness. b. Surface: Smooth and true to established crown and grade. c. Smoothness: Maximum variation of 1/4 inch measured with 10 foot straight edge. d. Variation from True Elevation: Within 1/2 inch. 3.06 FIELD QUALITY CONTROL OP A. Testing: Sub -base course compaction testing and sampling and testing of Nu asphalt concrete mixtures for quality control during paving operation will be by accepted testing laboratory using applicable ASTM and AASHTO "' procedures in accordance with Section 01400. %. END OF SECTION S &H 9408 02510 -4 6 SECTION 02518 CONCRETE PAVERS - SAND BED PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Exterior concrete pavers and sand setting bed. 2. filter fabric under sand bed B. Related Sections: 1. Timber Edges: Section 02895 2. Hydronic Heating System: Division 15 Mechanical 3. Gravel Sub -Bed: Section 02596 1.02 SUBMITTALS A. Samples: Submit total of six (6) individual pavers of each specified type or color showing extreme variations in color and texture. 1.03 QUALITY ASSURANCE A. Mock -Up: Install minimum 6 ft. x 6 ft. area of each specified type and color including sand bed and paving at location as directed by Architect. 1. Use construction methods and materials specified. Use full range paver color and texture. 2. Accepted Mock -Up: Standard for rest of work. Remove upon com- pletion of project. 1.04 DELIVERY, STORAGE AND HANDLING A. General: Comply with Section 01600 1. Pavers: a. Handle carefully to avoid chipping and breakage. b. Store on pallets or concrete slab until ready for use. c. Cover and protect against wetting prior to use, allowing air circulation under stacked units. B. Acceptance at Site: Inspect pavers upon delivery to insure color match with the approved samples. PART 2 - PRODUCTS 2.01 CONCRETE PAVERS A. Field Pavers: LPS Pavement Co., 33W480 Fabyan Parkway, Suite 101, West Chicago, Illinois 60185. Tel: 708/232 -1770. Colorado Tel: 303/292- 9900. S &H 9408 02518 -1 N ow 1. Type: Pavestone Uni -Decor 2. Color: Vail blend, LPS L- 11 -2B. B. Border Pavers: Pavestone Holland Stone. 1. Size: 4 -1/8" x 8- 5/16" 2. Color: Vail Blend 2.02 PAVER EDGE RESTRAINT A. Concrete Curb: Section 02521 Concrete Curbs and Sidewalks. 2.03 FILTER FABRIC A. Mirafi 500 X or approved substitute. 2.04 SETTING BED A. Clean washed sand. PART 3 - EXECUTION 3.01 EXAMINATION A. Verification of Conditions: Before beginning work, concrete paving brick installer shall inspect bearing surfaces. Report unsatisfactory conditions immediately to the General Contractor. 3.02 PREPARATION A. Filter Fabric: Where pavers occur over gravel base, install filter fabric according to manufacturer's instructions. B. Edge Restraint: Install continuously at all exposed paver edges. C. Setting Bed: Spread sand bed to correct elevation to receive pavers. Do not compact. Coordinate with installation of hydronic heating system where occurring. 3.03 PAVING INSTALLATION A. Place pavers, individually working from already placed pavers not from the sand bed. Pattern shall match approved sample panel. Do not walk or work on sand base once it has been leveled. Lay all units snugly together. After units are in place, compact with mechanical vibrator to set units into sand base at proper elevation. After compaction, brush fine sand into joints to completely fill joints. END OF SECTION S &H 9408 02518 -2 ,. 6 SECTION 02519 STONE PAVERS - SAND BED PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Exterior stone pavers and sand setting bed. 2. Filter fabric under sand bed. B. Related Sections: 1. Timber Edges: Section 02895 2. Hydronic Heating System: Division 15 Mechanical 3. Gravel Sub -Bed: Section 02596 1.02 SUBMITTALS A. Samples: Submit total of six (6) individual samples of each specified stone type or color showing extreme variations in color and texture. 1.03 QUALITY ASSURANCE A. Mock -Up: Install minimum 6 ft. x 6 ft. area of each specified type and color including sand bed and paving at location as directed by Architect. 1. Use construction methods and materials specified. Use full range paver color and texture. 2. Accepted Mock -Up: Standard for rest of work. Remove upon com- pletion of project. 1.04 DELIVERY, STORAGE AND HANDLING A. General: Comply with Section 01600 1. Pavers: a. Handle carefully to avoid chipping and breakage. b. Store on pallets or concrete slab until ready for use. c. Cover and protect against wetting prior to use, allowing air circulation under stacked units. B. Acceptance at Site: Inspect pavers upon delivery to insure color match with the approved samples. PART 2 - PRODUCTS 2.01 STONE PAVERS A. Pavers: 1 -1/2 inch thickness Colorado Rose Sandstone as selected by Architect. S&H 9408 02519 -1 2.02 PAVER EDGE RESTRAINT A. See Section 02895 Timber Edging 2.03 FILTER FABRIC A. Mirafi 500 X or approved substitute. 2.04 SETTING BED A. Clean washed sand. PART 3 - EXECUTION 3.01 EXAMINATION " " A. Verification of Conditions: Before beginning work, concrete paving brick installer shall inspect bearing surfaces. Report unsatisfactory conditions immediately to the General Contractor. 3.02 PREPARATION A. Filter Fabric: Where pavers occur over gravel sub -base, install filter fabric according to manufacturer's instructions. B. Edge Restraint: Install continuously at all exposed paver edges. C. Setting Bed: Spread sand bed to correct elevation to receive pavers. Do not compact. 3.03 PAVING INSTALLATION A. Place pavers, individually working from already placed pavers not from the sand bed. Pattern shall match approved sample panel. Do not walk or work on sand base once it has been leveled. Lay all units snugly together. After units are in place, compact with mechanical vibrator to set units into sand base at proper elevation. After compaction, brush fine sand into joints to completely fill joints. END OF SECTION S&H 9408 02519 -2 d SECTION 02520 CUT STONE - SETTING BED PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Cut stone cap on raised walls B. Related Sections: 1. Sealants: Section 07900. 2. Stone Pavers on Sand Bed: Section 02519 1.02 REFERENCES A. Unless otherwise indicated, comply with all applicable requirements of Laticrete Data Sheet 230.6. 1.03 SUBMITTALS A. Product Data: Submit for setting, grouting and cleaning materials in accordance with Section 01300. B. Samples: Submit total of six individual pieces of stone showing extreme variations in color and texture in accordance with Section 01300. 1.04 QUALITY ASSURANCE A. Contractor Qualifications: Paving subcontractor must have at least five (5) years experience in the installation of stone paving projects. B. Mock -Up: Install minimum 4' by 4' panel including base concrete slab and stone paving at location as directed by Architect. 1. Use construction methods and materials specified. Use full range paver color and texture. 2. Accepted Mock -up: Standard for rest of work. 3. Remove mock -up at completion of project. 4. Accepted Mock -up: May remain part of completed project. 1.05 DELIVERY, STORAGE AND HANDLING A. General: Comply with Section 01600. 1. Stone: a. Handle carefully to avoid chipping and breakage. b. Store on pallets or concrete slab until ready for use. c. Cover and protect against wetting prior to use, allowing air circulation under stacked units. S&H 9408 02520 -1 W 2. Other Materials: , a. Store cementitious materials off the ground and under cover. b. Store admixtures in original unopened containers. Protect liquid admixtures from freezing. B. Acceptance at Site: Inspect stone upon delivery to insure color match with accepted samples. 1.06 PROJECT CONDITIONS A. Environmental Requirements: Follow procedures for cold and hot weather protection specified in Section 04200 Unit Masonry. PART 2 - PRODUCTS 2.01 CUT STONE PAVERS A. Pavers: 1 -1/2 thick Colorado buff sandstone selected Architect. 2.02 MORTAR AND GROUT A. Admixture Manufacturers: 1. Laticrete International 2. Approved substitute in accordance with Section 01600. B. Thick Bed Mortar: 1:3 Portland cement /sand gauged with Laticrete #3701 admix as specified under Laticrete Data Sheet 230.6. C. Slurry Bond Coat: Portland cement /sand gauged with Laticrete #4237 admit as specified under Laticrete Data Sheet 230.6. D. Grout: Laticrete Dry Bond Grout and Joint Filler or approved equal gauged with Laticrete #3701 grout and mortar admit. Color as selected by Architect. E. Mixing proportions and procedures shall be in strict accordance with recommendations to Laticrete Data Sheet 230.6. PART 3 - EXECUTION 3.01 EXAMINATION A. Verification of Conditions: Comply with Section 01600: 1. Layout: Verify layout of work before beginning installation. 2. Existing Conditions: Examine substrate before beginning installation. 3. Notification: Notify General Contractor of unsatisfactory condi- tions in writing with copy to Architect. B. Acceptance: Beginning of work means acceptance of existing conditions by installer. S&H 9408 02520 -2 0 b 3.02 PREPARATION A. Clean concrete base slabs to remove all contaminants. Acid etch, if required, to remove curing compounds and rinse clean. Dry or dusty concrete surfaces shall be wet down or washed and excess water removed just prior to application of setting bed. 3.03 THICK BED INSTALLATION A. Expansion Joints: Install 3/8" polystyrene at locations indicated and required by Laticrete Data Sheet 230.6, full depth of setting bed. B. Setting: Install pavers over base slab according to thick bed setting materials and methods specified in paragraphs 6.0 and 10.0 of Laticrete Data Sheet 230.6. Back butter each paver before setting. Install in patterns indicated with 3/8" joints between pavers. 1. Setting Pattern: Set pavers with joints and in pattern indicated. C. Replacement: Replace any paver work showing damage or disfiguration during progress of work in its entirety. Patching or hiding of defects not permitted. 3.04 GROUTING AND CLEANING A. Grouting: Grout joints as soon as initial set or setting bed is achieved. Cure grout by maintaining in damp condition for seven days. B. Cleaning: Remove grout haze with stone paver manufacturer approved cleaner. 3.05 EXPANSION JOINT SEALANT A. Expansion joints shall be sealed by the sealant contractor immediately after completion of paving. 3.06 PROTECTION A. Protection: Protect pavers after setting by suitable covering. END OF SECTION S&H 9408 02520 -3 SECTION 02521 CONCRETE CURBS AND SIDEWALKS PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Concrete Curb 2. Concrete Sidewalks 3. Concrete Stairs B. Products Installed but not furnished Under this Section: 1. Railing Sleeves: Furnished under Section 05500 Metal Fabrications C. Related Sections: 1. Layout: Section 01050 Field Engineering 2. Finish Grading: Section 02200 Earthwork 3. Quality Control: Section 01400 4. Formwork: Section 03100 Concrete Formwork 5. Reinforcement: Section 03200 Concrete Reinforcement 6. Concrete: Section 03300 Cast -In -Place Concrete 7. Concrete Testing: Section 03300 Cast -In -Place Concrete 1.02 REFERENCES A. Reference Standards: 1. Concrete Work: Follow recommendations of ACI 301. 1.03 SUBMITTALS A. Quality Control Submittals: 1. Mix Designs: Prior to pouring any concrete, submit concrete mixes for approval in accordance with Section 01300. Separate mix designs shall be submitted for each type of concrete to be used in the project. Submittals shall include all information used in designing the mixes. See Section 03300 for design procedures. 2. Test Reports: Reports of control tests, special tests or core tests specified under Section 03300 Field Quality Control shall be distributed by the testing laboratory in accordance with Section 01400 Quality Control. 3. Record of Work: A record shall be kept by the Contractor listing the time and date of placement of all concrete. Such record shall be kept until the completion of the project and shall be available to the Architect for examination at any time. 1.04 QUALITY ASSURANCE A. Regulatory Requirements: 1. Comply with design standards of applicable local codes and Ordinances. S &H 9408 02521 -1 1.05 DELIVERY, STORAGE AND HANDLING A. Hauling Time: Discharge all concrete transmitted in a truck mixer, agitator or other transportation device within 1 -1/2 hours after the mixing water has been added. B. Extra Water: 1. Deliver concrete to the job in exact quantities required by the design mix. 2. If extra water is required before depositing concrete, the General Contractor's superintendent shall have sole authority to authorize the addition of water. 3. Additional water added to the mix after leaving the batch plant shall be indicated on the truck ticket and signed by the person responsible. 4. When extra water is added to the concrete, mix thoroughly for 40 revolutions of the drum or 3 -1/2 minutes at mixing speed, whichever is greater. 1.06 PROJECT CONDITIONS A. Environmental Requirements: 1. Cold Weather Placement: When depositing concrete after the first frost or when the mean daily temperatures are below 40° F follow recommendations of ACI 306. Maintain concrete temperature at a minimum of 50 °F for not less than 72 hours after depositing. The concrete may not contain calcium chloride. Maintain forms in place for a minimum of 72 hours after depositing concrete, subject to approval of the Architect. Place no concrete without approval of the Architect on days when the temperature at 9:00 AM is below 30 °F until, in the opinion of the Architect, the Contractor has taken all necessary precautions and supplied all the necessary equipment to prevent the concrete from freezing. 2. Hot Weather Placement: When depositing concrete in hot weather, follow recommendations of ACI 605. The optimum temperature of concrete at time of placement shall not exceed 85 °F. Protect to prevent rapid drying. Start finishing and curing as soon as possible. When the air temperatures are expected to exceed 90 °F the Contractor shall obtain approval from the Architect on the procedures to be used in protecting, depositing, finishing and curing of concrete. Pozzolith Retarder, as manufactured by Master Builders Company, Cleveland, Ohio or approved equal may be used upon approval of the Architect. The use of continuous fog sprays may be required by the Architect for 24 hours especially in times of low humidity. S&H 9408 02521 -2 GM C3 LL PART 2 - PRODUCTS 2.01 CONCRETE MATERIALS A. General: Use ready mixed concrete conforming with ASTM C94 -84. No on job mixed concrete will be allowed. See Section 03300 for materials. 2.02 MISCELLANEOUS MATERIALS A. Curing Compound - Vertical Surfaces: Conform to ASTM C309 -81. B. Curing Compound - Horizontal Surfaces: Conform to ASTM C309 -81. C. Reinforcing: See Section 03200 Concrete Reinforcement. 2.03 CONCRETE A. Design: See Section 03300 for mix design. 2.04 MIXING A. Mixing: 1. Add aggregate and approximately two - thirds of the required water to the mixer first and mix a minimum of 70 revolutions at mixing speed to insured wetting of all the Aggregate particles. Add cement, air entraining agent and remaining water and mix a minimum of 30 revolutions at mixing speed. When the mean ambient temperatures are below 40° F all concrete shall have a minimum temperature of 70° F at time of depositing. PART 3 - EXECUTION 3.01 EXAMINATION A. Verification of Conditions: Forms and Reinforcement: Provide ample notice to the Architect to allow him to examine all forms and rein- forcement just before concrete is deposited and to observe the placing of all concrete. Do not begin placement until approval of Architect is obtained. 3.02 PREPARATION A. Subgrade: Perform minor cut and fill required to bring the grade to the correct level to receive concrete work. Recompact to comply with Section 02200. B. Concrete Work Preparation: Comply with Section 03300. C. Protection: Comply with Section 03300. S&H 9408 02521 -3 Ei 3.03 SUBGRADE A. Work by Earthwork Contractor: Earthwork contractor will perform all cut and fill necessary to bring the subgrade to within + 0.04' (1/2 of bottom surface of sidewalks, curb and gutter and other concrete work under this section. B. Work by Concrete Curb and Sidewalk Contractor: Cut or fill and finish grade as required to bottom of sidewalk or curb and gutter within a tolerance of 0.02' (1/4 If fill is required use on -site material or Class 6 road base material compacted to at least 95% of Standard Proctor Density, ASTM D698. 3.04 PLACEMENT A. Placement: 1. Deposit concrete in approximately uniform horizontal layers not over 2' in height. 2. Piling up of the concrete in the forms or chuting in a manner that separates the aggregates will not be permitted. 3. Follow the recommendations of ACI 614 for depositing concrete into forms. No concrete shall be dropped over 5' -0 11 . 4. Prevent accumulations of water on the surface of the concrete due to water gain, segregation, or other causes, during placement of compacting as far as possible by adjusting the mixture. Make provision for removal of such water as may accumulate so that under no circumstances will concrete be placed in such accumulation. B. Compaction: Compact concrete during and immediately after depositing by means of mechanical vibrators. Supplement by hand spading at corners and angles of the forms, around embedded fixtures and in other difficult areas. 3.05 SIDEWALKS, CURBS AND STAIRS A. General: Construct sidewalks, curbs and stairs in accordance with details on the drawings and in strict conformity with the ordinances of county governing such work. B. Finish: Broom and belt finish as indicated. Final surface finish as directed by the Architect. Finish edges with a slightly rounded edging tool. C. Thickness: Total thickness of all sidewalks shall be full 4 unless indicated otherwise. D. Control Joints: Provide control joints as indicated on the drawings or as specified. Provide scored joints with minimum depth of 3/4 Locate control joints where shown on the drawings, or 20' maximum on center. Locate score joints 6' on center unless indicated otherwise on the drawings. S&H 9408 02521 -4 0 E. Expansion Joints: Extend through the entire slab (Cold joints). Pro- vide bituminous fiber expansion joint filler where indicated. 3.06 CURING A. General: Do not remove forms until such time as specified and remove carefully so as not to injure the concrete surface. B. Vertical Surfaces: Clean all surfaces of loose sand, mortar, debris and grout; spray lightly with water and coat with a clear or translucent curing compound as soon as possible after removing forms. Apply curing compound in all cases the same working day that the forms are removed. C. Horizontal Surfaces: As soon as possible after placing concrete, coat all exposed horizontal surfaces with curing compound as specified. Give special attention to obtaining adequate curing of slab edges. 3.07 MISCELLANEOUS CONCRETE REQUIREMENTS A. Provide all other site concrete flatwork indicated on the drawings even though not specifically mentioned herein to complete the work, including the following: 1. Anchors and Sleeves: Install anchors and sleeves furnished under other sections in accordance with shop drawings. 3.08 BACKFILLING A. Backfilling; Backfill against all work following removal of forms. Fill level with surrounding area and compact as directed by the Architect. Final grade tolerance (± .1 3.09 FIELD QUALITY CONTROL A. General: All testing, with the exception of slump tests, shall be performed by an approved testing laboratory. The following tests and procedures are subject to change during construction at the discretion of the Architect. B. Testing Laboratory; The selection of a testing laboratory for any of the following tests shall be subject to the approval of the Architect. C. Test Priority: Control tests shall be used to determine the concrete quality throughout the project, however, special tests shall have precedence over control tests, and core tests shall have precedence over all previous tests. D. Slump Tests: Provide all necessary equipment and make tests in con- formity with C143, as frequently as directed by the Architect. Provide for tests to be made by a person thoroughly familiar with the requirements specified. Reject batch if slump exceeds the limits specified. Keep accurate record of time, location in the work, and the results of all slump tests. Make available for inspection by the S&H 9408 02521 -5 Architect. E. Control Tests: Control tests of concrete work shall be made at such times and in such manner as directed by the Architect at the expense of the Owner. Each test shall consist of 6 standard 6 test cylinders cast and cured in accordance with C31 and C172. Two cylinders shall be broken at the end of 7 days after placing, two cylinders shall be broken at the end of 28 days after placing and the remaining two cylinders shall be stored until their disposition is determined by the Architect. The two remaining cylinders will be broken only when the previous test reports indicate unsatisfactory results. The Architect reserves the right to stop all future concrete work when the 7 or 28 day tests indicate unsatisfactory results; until, in his opinion, proper corrective measures have been taken to assure quality concrete in future work. Tests shall be made at the time test cylinders are taken, and recorded on the reports to determine the slump, air content, unit weight, and temperature of the concrete. All tests shall be made in accordance with C39, C138 or C231. 3.10 PROTECTION A. General: Protect all exposed surfaces of concrete from premature drying and frost. Protect freshly placed concrete against rain damage. Protect all concrete surfaces from staining, cracking, chipping and other damage during progress of work, and leave in good condition upon completion. END OF SECTION S&H 9408 02521 -6 C r" 5 SECTION 02596 GRAVEL SURFACING PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Compacted gravel surface under sand set concrete and stone pavers. B. Related Sections: 1. Preparation of Subgrade: Section 02200 Earthwork 2. Concrete Pavers -Sand Set: Section 02521 3. Stone Pavers -Sand Set: Section 02519 PART 2 - PRODUCTS 2.01 MATERIAL A. Class 6 base course material as defined in Colorado State Highway Department standard specification. PART 3 - EXECUTION 3.01 EXAMINATION A. Verification of Conditions: Inspect subgrade to verify elevation and compaction requirements. See Section 02110 Finish Grading. Do not proceed with work until unacceptable conditions have been corrected. Beginning of installation means acceptance of subgrade. 3.02 PLACEMENT AND COMPACTION A. Place at or near optimum moisture content and compact to finished thickness of 6 Compact to density of at least 95% Standard Proctor density, ASTM D698. END OF SECTION S&H 9408 02596 -1 SECTION 02712 FOUNDATION DRAINAGE PART 1 - GENERAL 1.01 WORK INCLUDED A. Furnish and Install: 1. Drainage Pipe at Foundation Perimeter 2. Drainage Pipe Under Basement Slab 3. Crushed Rock Around Perimeter Drain 4. Protective Covering 5. Connection to Sump Pump or Daylight as indicated. 6. Concrete Outfall at Daylight Outlet B. Related Sections: 1. Trenching and Earth Backfilling: Section 02200 Earthwork 2. Backfill over Drain System: Section 02200 Earthwork 3. Under Slab Gravel: Section 02200 Earthwork 4. Pipe Installation: Division 15 Mechanical 1.02 DELIVERY, STORAGE AND HANDLING A. Deliver and store materials in accordance with Section 01600. Stockpile and store materials so as not to be buried or damaged. PART 2 - PRODUCTS 2.01 MATERIALS A. Drainage Pipe: Provide perforated pipe adjacent to building foundations and at underslab drainage locations; unperforated elsewhere. 1. Perforated Drain Pipe: 4 diameter rigid polyvinyl chloride (PVC) leaching system pipe with solvent - welded fittings in accordance with ASTM D2729 -83. Provide solid end caps at terminations. 2. Unperforated Pipe: Rigid polyvinyl chloride (PVC) sewer pipe and solvent - welded fittings in accordance with ASTM D2729 -83. Provide 4" diameter pipe unless otherwise indicated. 2.02 CLEANOUTS A. Cleanout Pipe and Fittings: Cast -iron soil pipe. Provide cleanouts with brass ferrule and a cast -brass screw jointed plug with socket for wrench. Provide grade cleanouts or wall cleanouts as indicated. 2.03 BEDDING AND PERVIOUS BACKFILL AROUND DRAIN TILE A. Coarse aggregate conforming to ASTM C33; size number 8. S &H 9408 02712 -1 2.04 PROTECTIVE COVERING FOR PERVIOUS BACKFILL"` A. Fabric: Mirafi 140N or accepted substitute. PART 3 - EXECUTION 3.01 GENERAL A. Keep trenches dry during installation of drainage system. Make changes in direction of drain lines with 1/8 bends. Use Y fittings at intersections. 3.02 BEDDING A. Place graded bedding, minimum 6 in depth, prior to laying of foundation drain pipe or tile. Rest each section firmly upon the bedding, through the entire length including outfall line. 3.03 PIPE LAYING A. Lay drain lines to uniform grades and alignment with a continuous fall in the direction of flow. Interior of pipe or tile shall be cleaned thoroughly before being laid. Lay perforated pipe with perforations facing down. Remove and relay any length that has had its grade or joints disturbed. Solvent -weld all fittings. 3.04 EXCAVATION AND BACKFILL A. Excavate and backfill trenches as required in accordance with Section 02200. After joints and connections have been inspected and approved, the specified pervious backfill material shall be placed on each side of the pipe above the top of the pipe as indicated for the full width of the trench -and full width between pipe and adjacent walls. When placing the backfill, prevent displacement of or injury to the pipe. Place protective covering, as specified, full width of the trench and between all pervious backfill and earth backfill. END OF SECTION S &H 9408 02712 -2 ow SECTION 02810 UNDERGROUND SPRINKLER SYSTEM 1. GENERAL 1.1 Scope. Work to be performed under this section shall include labor, materials, and equipment required to complete underground sprinkler system. 1.2 Related Work Specified Elsewhere. Section 02900 Landscaping 1.3 Quality Assurance. Installer shall have satisfactorily installed acceptable underground sprinkler systems on at least three other comparable projects. 1.4 Submittals. A. Contractor shall submit to owner an as -built or record plan upon completion of work showing precise location of control valves, mains, drain valves, quick couplers, heads, etc., and provide one reproducible mylar drawing. B. Design:, Any deviations in layout (equipment usage or trenching) from the proposed sprinkler design must be approved by the Owner's Representative prior to construction. Submit three (3) copies of any design deviation for approval by Owner's Representative before commencing any work. Design shall be based on head, valve, and piping locations provided as shown. Sleeving to accommodate sprinkler pipe shall be installed prior to paving operation as set forth herein and as indicated on the Drawings. Zones and stationing shall conform to those indicated on the Drawings. Contractor shall determine water pressure at supply lines for system pressure availability. Minimum water coverage for planted area shall be 85 %. C. Operation and Maintenance Data: Submit written operating instruction including winterization procedures. Submit a controller programming schedule indicating length of time each zone is to be operated. Coordinate controller /watering operations with Owner's maintenance personnel. 1.5 Delivery, Storage and Handling. Prevent damage to system components during loading, transporting, and unloading. Deliver all components in original containers and store in a clean, dry location. 1.6 Warranty. Warrant irrigation system for a period of one (1) year after completion and acceptance of all work against material defects and craftsmanship. The warranty shall be for 100% of the installed price. This warranty does not cover any defects resulting from neglect by Owner's abuse or damage by others, or unusual phenomena S&H 9408 02810 -1 or incidents which are beyond the irrigation system installer's control. 2. MATERIALS 2.1 Pipe and Pipe Fittings. A. Mainline Pressure Pipe: PVC Class 200 for all pressure pipe mainlines. B. Lateral Lines: Conform to Commercial Standard 80 NSF Polyethylene Pipe. C. Pipe Fittings: Plastic fittings shall be rigid polyvinyl chloride, standard weight, schedule of pipe being fitted. D. Sleeving: Class 160 PVC with primed and solvent (gray blue) welded joints. 2.2 Valves and Valve Boxes. A. Valves: Electric automatic valves. B. Valve Box: Plastic 2.3 Sprinkler Heads. As designed and specified on drawings to provide uniform coverage over entire area of spray shown on drawings at available water pressure. 2.4 Wire. Electrical control wires from valves to controller shall be 14 gauge or larger PVC - insulated copper 4.L. approved for direct burial. All other wiring materials shall be per applicable codes. 3. METHODS AND PROCEDURES 3.1 Inspection. Installer must examine the areas and condition under which landscape irrigation system is to be installed and notify the General Contractor in writing of conditions detrimental to the proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to the installer. 3.2 Trenching and Backfill. A. Excavation: All pipe lines shall be installed in open cut trenches (machine trenched where accessible, otherwise manually excavated) The width of the trench in which the pipe will be placed shall be sufficient to allow thorough tamping of suitable backfill material under and over the pipe. Boring will be permitted only where the pipe must pass under an existing obstruction which cannot be removed. In backfilling the bore, the final density of the backfill must match that of the S &H 9408 02810 -2 o Fm surrounding soil. All other under pavement pipe laying shall be installed in sleeving material prior to placement of flatwork or other obstructions. Any trench deeper that 6' shall be adequately shored and /or braced for safety considerations. Trenches shall be dug to depths outlined under pipe and wire depth and shall be compacted by tamping to a minimum density. No after - settling shall occur when finish grade has been re- established. (Verify established finished grades in planter areas before proceeding with pipe installation). The Contractor shall be responsible for investigating the type of soil and conditions in which these lines are to be installed and shall allow for same in his proposal. Additional cost will not be considered due to difficulty in trenching. B. Backfilling: Puddling or jetting compaction is not an acceptable means of compaction. Hand or machine tamped trenches are required for compaction. Excavated trenching material will generally be considered satisfactory for backfill purposes. All backfill material shall be free from rubbish, vegetable matter, frozen materials, or stones larger than 2" in maximum dimension. Any material not suitable for backfill shall be hauled away. Backfill shall not be done in freezing weather except with written approval from the Owner's Representative. C. Pipe and Wiring Depth: (1) Mainline Pressure Piping - 18" from top of pipe. (2) Lateral Lines - 10" from top of pipe. (3) Control Wiring -18" from finish grade along mainline pipe. 3.3 Installation. A. General: Unless otherwise indicated, comply with requirements of the Uniform Plumbing Code. B. Control Valves: Install in valve box, arranged for easy adjustment and removal. Provide union on downstream side. Adjust automatic control valves to provide flow rate of rated operating pressure required for each sprinkler circuit. C. Piping: Lay pipe on solid sub -base, uniformly sloped without humps or depressions. S &H 9408 02810 -3 For circuit piping, slope to drain valve at least 1.2" in 10' of run. _ Install PVC pipe in dry weather when temperature is above 40 degrees in strict accordance with manufacturer's instructions. Allow joints to cure at least 24 hours at temperatures above 40 degrees F. before testing, unless otherwise recommended by manufacturer. D. Sprinkler Heads: Flush Circuit lines with full head of water and install heads after hydrostatic test is completed. Install lawn heads at manufacturer's recommended heights. Install shrubbery heads at heights indicated. Locate part - circle heads to maintain a minimum distance of 4" from walls and 2 from other boundaries, unless otherwise indicated. E. Sleeves Under Pavement: Install 3 PVC for sleeving under all paved areas in which the irrigation system crosses. 4. QUALITY CONTROL 4.1 General: Notify Owner's Representative in writing when testing will be conducted. Conduct test in the presence of Owner's Representative. 4.2 Hydrostatic Test: Test water piping and valves, before backfilling trenches, to a hydrostatic pressure of not less than 100 psi for hours, unless otherwise indicated. Piping may be tested in sections to expedite the work. Remove and repair piping, connections, valves which do not pass the hydrostatic testing. D. Operational Testing: Perform operational testing after hydrostatic testing. Demonstrate to the Owner's Representative that the system meets coverage requirements and that automatic controls function properly. Coverage requirements are based of operations of one circuit at a time. END OF SECTION S &H 9408 02810 -4 3 y SECTION 02900 LANDSCAPING 1. GENERAL 1.1 DESCRIPTION Order and furnish all labor, materials, supplies, tools and transportation, and perform all operations in connection with and reasonably incidental to the complete installation of the planting, maintenance and guarantee as shown on the drawings. The work shall include but not necessarily be limited to the following: A. Soil Preparation B. Fine grading of all planting areas. C. Planting of trees, shrubs, groundcover, flowers, and sod. D. Mulching of planting areas. E. Clean -up, inspection, and approval. F. Guarantee of all plantings. G. All work of every description mentioned in the Drawings and Specifications and /or addenda thereto. 1.2 Submittals All submittals shall be approved by the Owner's Representative, in writing, before any planting commences. A. Materials List: Submit two (2) copies of a list of all materials to be used in the planting operations, together with the source of those materials. The list shall include plant materials, mulches, soil amendments, edgers, tree stakes and guys, etc. 1.3 Inspections A. Pre - Planting Inspection 1. All plant material must be inspected at the site before planting commences. Any materials planted prior to approval are subject to rejection. Inspection of materials may be sequenced by major planting areas to accommodate efficient planting operations. All rejected materials must be removed from the site, replaced, and re- inspected before any additional inspections are made. S &H 9408 02900 -1 2. If, in the opinion of the Owner's Representative there is probable cause to suspect root damage, root binding, or disease conditions in the container stock plants, the contractor will remove the container for the Owner's Representative's inspection before planting. 3. All fertilizers, pre -mixed backfill mixes, mulches and soil amendments will be inspected at the site by the Owner's Representative before they are used in planting operations. B. Planting Inspections 1. Owner's Representative shall inspect the staked location of all trees before digging of tree pits begins. 2. Owner's Representative shall inspect all staked locations for proposed container stock before digging occurs for those plants. Stake with flags. 1.4 Guarantee and ReDlacement The Purpose of this guarantee is to insure that the Owner receives plant materials of prime quality, planted and maintained in a thorough and careful manner. Sometimes plants have latent defects or diseases or are shocked in the process of transplanting. Therefore: A. The Contractor shall guarantee all trees, shrubs, and ground covers against defects due to any cause, except for vandalism, animal damage, and acts of God, for a period of one year after completion and acceptance of all work against defects including death and unsatisfactory growth. AW 1W w� B. The Contractor shall guarantee all sod against defects due to any cause, except vandalism, animal damage, and acts of God, for period of thirty (30) days after completion and acceptance of all work against defects including death and unsatisfactory growth. C. The Contractor shall replace all trees, shrubs, sod, and groundcover, when plants are no longer in a satisfactory growing condition as determined by the Owner's Representative for duration of the Guarantee Period. Make replacements within seven (7) days of notification from the Owner's Representative. Remove dead plants within two (2) days of notification.* D. All replacements shall be of the same kind and size as originally specified and shall be planted as described in the contract documents. All expenses incurred in the replacements shall be borne by the Contractor. S &H 9408 02900 -2 I* .a so 04 1.5 Planting Time and Completion A. Sodding operations shall not take place until site improvements are substantially complete. Sodding will not be permitted after October 15 or before March 31. Sod shall not be laid on frozen soil. B. Plants shall be planted only when weather and soil conditions permit and in accordance with locally accepted practice, as approved by the Owner's Representative. 2. MATERIALS 2.1 Trees, Shrubs and Groundcover A. Plant material furnished shall be healthy, well branched, well proportioned in respect to height and width relationships, free from disease, injury, insects and weed roots, and conforming to the requirements of the Colorado Nursery Act of 1965 -Title 35, Article 26, CRS 1973 (See Landscape Contractors of Colorado standard specifications for appropriate sections of the Nursery Act). Deciduous trees shall be nursery quality or better. Coniferous trees shall be heavily branched, full needled, specimen quality. All conifers shall have dormant buds and secondary needles. B. Botanical and common names given in the plant list are in conformance with standard horticultural practice in the area. All plants are to be delivered to the site with tags bearing the botanical name and size as indicated by the plant list. C. Substitutes: If specified landscape material is not obtainable, submit to owner, proof of non - availability and proposals for use of equivalent material. D. Digging, wrapping, and handling: 1. Balled and burlapped plants, shall be freshly dug trees and shrubs or nursery grown stock adequately balled with firm, natural balls of soil in sizes and ratios conforming to the Colorado Nursery Act as cited above. Balls shall be firmly wrapped with non - treated burlap, secured with wire or jute. Broken balls will not be accepted. 2. Do not prune prior to delivery. Do not bend, bind, or tie trees or shrubs in such a manner as to damage bark, break branches, or destroy natural shape. Provide protective covering during delivery. 3. Container grown plants, shall have been nursery grown in fibrous or metal containers and shall have sufficient roots to hold the entire soil mass together after container removal, without being root - bound. S&H 9408 02900 -3 1 E. Plant Protection - Plants shall be handled so that roots are adequately protected at all times from drying out and from other injury. F. Storage - Deliver balled and burlapped stock direct from nursery and heel -in immediately if not being planted within the same day. All plants shall be protected at all times from drying out, or other injury. Where possible, store plants in the shade. Keep all plant roots moist before, during and after planting. Contractor shall not be responsible for malicious destruction of planting after installation. He shall be responsible for replacement of vandalized materials not yet installed. Report all cases of vandalism promptly to the Owner's Representative. 2.2 Sod A. Bluegrass Sod - Shall be a blend of not less than three improved Kentucky Bluegrass varieties. Sod shall be weed and pest free, containing no more than one percent of other grasses, none of which shall be coarse textured grass. Sod shall be a minimum of 3/4" thick, harvested in rolls, fertilized two to three weeks before cutting, and shall be cut not more than 24 hours prior to planting. Sod shall be one year old, minimum, grown under intensive care and cultivation to produce a thick, even stand of grass. Sod shall be approved by Owner's Representative before cutting. 2.3 Plant Materials List Refer to the list shown on plan which is provided for the contractor's information only. The Contractor shall be responsible for providing all plants in the quantities as shown on the plans, despite any discrepancies with quantities called for in the plant list. M M 1001. 2.4 Soil Amendments /FertilizersfMulches S&H 9408 A. Peat - Native mountain peat shall be finely shredded and free of plants, roots, sticks, stones, lumps and noxious weeds. Shredded particles shall not exceed (one- quarter inch) in "" diameter. Peat (measured in air dry condition) shall contain . not more than 55% moisture by weight, ash content shall not exceed 20%, the acidity level shall be within the pH range of 3.2 -7.0, and the percentage of organic matter shall be 60% or greater. B. Wood Chips - Untreated small wood chips from pine or fir is suitable for use as a soil amendment (submit sample for approval). Do not use sawdust or fine wood shavings. C. Top Soil - Contractor shall mix, scarify, and pulverize soil to 02900 -4 MI LQ break up or remove clods, rocks, debris, and organic matter. No clods, rocks, or organic matter larger than two (2) inches in the greatest dimension shall be allowed for use in planting operations. D. Fertilizers: 1. Tablets for tree and shrub planting "The Pill" by Argiform with 20 -20 -5 analysis, 21 gram size. 2. Fertilizers for grass, sod, groundcover, shrub, and tree planting shall be commercial type of uniform composition, free - flowing and conforming to the applicable State and Federal laws. Fertilizer shall be diammonium phosphate of a granular and free - flowing nature. The chemical analysis shall be as follows: 18% nitrogen (N) 50% phosphoric acid (P205) E. Bark Mulch: 1. Shredded Aspen mulch or shredded cedar mulch. Chipper chips, or other angular bark chips are not acceptable. 2. Free from noxious weed seed and all foreign material harmful to plant life. F. Steel Edging: Shall be used to form edge between sod areas and planting beds. Edging shall be 1/4 x 4" galvanized steel. Contractor shall provide and anchor 10 -inch edging pins at 3 foot o.c. All terminating ends of steel edge shall be pinned to assure proper anchorage. G. Peat Moss: For use in backfill mix or as a substitute for manure as a sod area soil amendment. Free from lumps, stones, or other foreign matter. Free from mineral matter or chemical composition harmful to plant life. Acid reaction 4 to 5 pH. Shall contain no less than 60 percent organic matter by weight on an overdry basis. 3. EXECUTION 3.1 Site Preparation A. General - All ground areas within the limits of planting shall be sodded, seeded, planted with trees and shrubs or mulched with S&H 9408 02900 -5 bark as indicated on the drawings, and /or as specified herein. B. Clearing Prior to any soil preparation, all existing vegetation which might interfere with the specified soil preparation shall be mowed, grubbed, raked, and the debris removed from the site. Prior to or during grading or tillage operations, the ground surface shall be cleaned of materials which might hinder final operations. 3.2 Soil Preparation A. Soil Preparation for all plant bed areas and turf areas: 1. Fine grade to restore smooth, even finish grades and to , insure positive surface drainage. No planting shall take place until grade is approved by the Owner's Representative. , 2. Before laying sod, broadcast sufficient fertilizer to apply 1.25 pounds of available nitrogen per one thousand (1,000) square feet. 3.3 Laving Sod A. The entire sodding surface shall be carefully bladed and raked so that no unevenness appears. Finish grade shall be inspected by the Owner's Representative prior to sodding. B. Sod shall be laid on a firm, moist bed with tight joints so that no voids occur under or between strips. Any depressions or mounds occurring after sodding shall be corrected prior to acceptance of work. Lay within eight hours after delivery. C. As soon as sod has been laid, it shall be watered and rolled thoroughly so that the sod makes a tight bond to the soil bed. D. In the event that sod dries and shrinks, a mixture of screened topsoil and grass seed shall be brushed into the cracks and tamped flush. 3.4 Shrub and Tree Planting A. Established Location - Stake or set out trees and shrubs in locations shown on the plans according to 1.3.B., "Planting Inspections." B. Planting Pits - All pits shall be dug with vertical sides. The minimum depth of the plant pit shall be measured from the finish grade. The plant pits shall be at least 1 -1/2 times the diameter of the ball or the spread of the roots, but no deeper. C. Planting Depth - In most cases, plants shall be set at approximately the same depth as they were dug from their original growing sites. Plants shall be set higher than the S &H 9408 02900 -6 original growing level in the case of heavy soils, low percolation rates, undesirable surface drainage areas, or in cases of high sprinkler precipitation rates. D. Backfill Material - Tree and shrub planting pits shall be backfilled with the following mix: 1 part Colorado Mountain peat to 2 parts topsoil. E. Planting: 1. Cut cans on container stock on two sides with a nursery- man's can cutter. Carefully remove stock from each can to avoid breaking the root ball. A spade shall not be used. 2. Fertilize trees and shrubs by placing 21 gram fertilizer tablets three (3) inches laterally and three (3) inches below top of root ball as follows: 1 for 1 gallon con- tainers, 3 for 5 gallon containers and 5 for balled and burlapped material. 3. Untie and lay back burlap from root ball on balled and burlapped material. Remove wire baskets from sides and bottoms of root balls. 4. Backfill the rest of planting pit with backfill mixture and water in thoroughly, firming down to eliminate air pockets without packing the soil. 5. Stake or guy all trees in a true vertical position. Guy all coniferous trees and all deciduous trees. 6. Build a four (4) inch high berm around edge of root ball to form a basin for holding water. 7. Fill basin with water, being careful not to break down berm with hose stream. F. Mulching - Apply 3 -4 inches at all shrub areas and future planting areas. G. Steel Edging: 1. Edging shall be left exposed 1 ## inches above finish grade. 2. Hold edging in place with steel pins @ 3' o.c. Sod shall then be laid flush with top of exposed steel edge. 3. Edging shall be installed on and to the lines and curves indicated on the drawings. 3.5 Seeding A. Seeding operations shall not take place until site improvements are substantially complete. Seed shall not be sown on frozen or excessively wet ground. B. Area to be seeded shall be carefully raked so that no unevenness appears. All sticks, stones, and other debris appearing on the surface, but not going through a garden rake, shall be carefully removed. S &H 9408 02900 -7 C. Fertilizer - Just prior to seeding, apply 5 pounds per 1000 square feet (200 pounds per acre) of Diammonium phosphate (18- 46-0) to the surface of areas to be seeded and raked in lightly. D. Seed mixtures shall be spread at rates as mentioned before. The seed shall be lightly covered with soil to a depth of .2 to.4 inch using a garden rake. E. Straw mulch is necessary on all seeded areas. The straw shall be relatively weed free. One and one half to two tons of straw mulching per acre is required. 3.6 Transplanting A. Digging and storing existing plant material to be replanted. 1. The rootball size must conform with the following minimum standards of the American Association of Nurserymen as well as local standards. a. Evergreen Trees: 8 inches of rootball per inch of trunk caliper b. Deciduous Trees: 9 inches of rootball per inch of trunk caliper 2. Balls shall be firmly wrapped with non - treated burlap and secured with wire or jute. 3. Store plants in shade if possible and mulch around root - balls with approved compost or topsoil. Keep plant roots moist before, during and after planting. END OF SECTION S &H 9408 02900 -8 0 k*' aw SECTION 02895 TIMBER EDGING PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Heavy timber edger as indicated. PART 2 - PRODUCTS 2.01 MATERIALS A. Timbers: All timbers shall be new pine timbers of sizes detailed and pressure treated by Koppers Company or approved equal by "wolmanizing" in accordance with American Wood Preservatives Association (AWPA) Standard C14. Timbers shall be from dry logs having been cut or standing dead a minimum of four (4) months prior to milling. Wood shall be totally free from waning or excessive checking. Size to be 6 11 x 8 11 x 8' -0" long. B. Reinforcing Bars: Deformed steel sized as detailed. C. Spikes: Zinc coated or galvanized sized as detailed. D. Stain Finish: All timbers shall have two (2) coats of Olympic Semi - Transparent stain. Color to be selected by Architect. PART 3 - EXECUTION 3.01 INSTALLATION OF TIMBERS Install as detailed true to line and grade as shown on the details and drawings. Ease all exposed edges and remove splinters by sanding. Do not install when trenches contain any water. On -site selected porous backfill to be laid in 6" lifts and mechanically tamped with a gas "jumping jack ", moisten as required to achieve 90% minimum compaction. Do not block or shim timbers up permanently and wood blocks or pieces to achieve proper elevation. Timbers shall rest solidly on compacted - subsoil. Paint all exposed field cuts with clear "Penta" preservative. Do not make temporary use of any treated timber. All joints shall be butted tight, remove warped timber that does not permit tight joints. No chain saw cuts shall be permitted. Protect all surfaces from excessive concrete splash. Wash clean immediately. Timber stained permanently from oil, concrete splash or other staining agents shall be cause for rejection of a particular timber or section of timbers. END OF SECTION S&H 9408 02895 -1 DIVISION 3 CONCRETE SECTION 03100 CONCRETE FORMWORK PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Formwork for Cast -In -Place Concrete 2. Formwork Accessories B. Products Installed but Not Furnished Under This Section: 1. Cast -in Items such as Angles, Plates, Pipe Rail Sleeves, Anchor Bolts. Etc.: Furnished under Sections 05120 and 05500. C. Related Sections: 1. Exterior Concrete: Section 02520 Portland Cement Concrete Paving and 02521 Concrete Curbs and Sidewalks. 2. Reinforcement and Accessories: Section 03200 Concrete Rein- forcement. 3. Concrete and Flatwork Screeds: Section 03300 Cast -In -Place Concrete. 4. Steel Deck Forming: Section 05310 Steel Deck. 5. Mechanical and Electrical Blockouts: Divisions 15 and 16. 6. Fibrous Reinforcing: Section 03240 1.02 REFERENCES A. Reference Standards: See Section 01091. Comply with following: 1. ACI 301 -89 Specifications for Structural Concrete for Buildings. 2. ACI 347 R -88 Guide to Formwork for Concrete. B. Comply with listed reference standards except as modified by supplemental requirements on the drawings or by these specifications. 1.03 QUALITY ASSURANCE A. Design Criteria: 1. Safety: Assume responsibility for safety of formwork and provide necessary design, construction, materials and maintenance to produce required concrete work safely. PART 2 - PRODUCTS 2.01 FORMWORK MATERIALS A. Footings: Dressed lumber or plywood. S&H 9408 03100 -1 B. Exposed Walls: New B -B plyform, 4' x 8' sheets. C. Non - exposed Concrete: Plywood, steel or dressed lumber. 2.02 FORMWORK ACCESSORIES A. Form Ties: Adjustable in length to permit tightening of forms and of type to leave no metal closer than one inch of surface nor holes or depressions larger than 7/8" in diameter. B. Clamps, Brackets, Braces, Washers, Wedges, Walers, Etc.: Contractor's option. C. Chamfer Strips: 3/4" 45° job cut wood or 3/4" 45 PVC for unexposed surfaces. Use PVC for exposed surfaces. D. Shoring System: Contractor's option. 2.03 MISCELLANEOUS MATERIALS A. Form Oil: Non - staining. Contractor's option. B. Expansion Joint Filler: Bituminous fiber type complying with ASTM D1751 -83. sizes as indicated. C. Vapor Barrier: Fortifiber Corp., Moistop Underslab Vapor Barrier. 1. Material: Glass fiber reinforced, high- strength kraft paper, extrusion - coated top and bottom with black polyethylene. 2. Vapor Permeance: 0.10 perms, measured in accordance with ASTM E96- 80, Procedure A. 3. Weight: 4.2 pounds per 100 square feet. 4. Sand Protection Layer: ASTM C33 -85 clean sand. D. Slab Construction Joint Forms: Burke Keyed Kold Joint or equal. E. Polyvinyl Chloride Waterstops: Corps of Engineers CRD -C 572. 1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated in the work include, but are not limited to, the following: a. The Burke Company b. Greenstreak Plastic Products Company c. W.R. Meadows, Inc. d. Progress Unlimited e. Schlegel Corporation f. Vinylex Corporation g. Approved substitute in accordance with Section 01600. S &H 9408 03100 -2 VAO S 2.04 EMBEDS A. Adjustable Metal Inserts: 1. Manufacturers: a. Gateway Erectors b. Heckman Building Products c. Meadow Steel Products d. Approved Substitute in accordance with Section 01600. 2. Description: Gateway Safe -T -Load Type SL -R. PART 3 - EXECUTION 3.01 EXAMINATION A. Foundation Bearing Surfaces: Inspected and approved by Geotechnical Engineer prior to start of formwork. B. Formwork: Provide ample notice to Engineer to allow for review of formwork surfaces that will provide finish surface of exposed concrete. 3.02 PREPARATION A. Underslab Surfaces: Fine grade to smooth, level surface prior to installation of slab forms. 3.03 ERECTION A. General: Maintain formwork tolerances complying with ACI 301. B. Footings: 1. Use of earth as form not allowed. 2. Lap forming with dressed lumber or plywood not allowed. 3. Butt form material end to end conforming to shape, lines and dimensions indicated on drawings. 4. Properly brace or tie to maintain position. Install forms suffi- ciently tight to prevent excess leakage of mortar. C. Walls and Grade Beams: 1. Use of earth as form not allowed. 2. Lap forming with dressed lumber or plywood not allowed. 3. Provide forms conforming to shape, lines and dimensions of members indicated on drawings, substantial and sufficiently tight to prevent leakage of mortar. 4. Properly brace or tie to maintain position, shape and lateral stability. 5. Provide sufficient strength to carry construction operations and material dead loads without deflection or vibration. 6. Design forms to be capable of needed adjustments. Watch carefully as work proceeds and promptly correct faults. 1. Where finished concrete will remain exposed, space joints regularly and hold to minimum both horizontally and vertically. S &H 9408 03100 -3 8. Provide access panels in formwork for cleanout or placing as required. D. Construction Joints: 1. Use construction joints at temporary stopping of concrete placement or as indicated on drawings. 2. Submit locations of joints desired for construction to Architect for acceptance. 3. Leave joints in reinforced structural members rough and provide longitudinal or vertical keys at least 1 -1/2" deep. 4. Install continuous waterstop between pours wherever exterior grade is above interior floor level. 5. Slabs on metal deck: Locate construction joints where accepted by Engineer. D. Embeds: 1. Anchors, Inserts, Blockouts and Built -in Items: Securely fasten anchor bolts, inserts, form blockouts and other items built into concrete to formwork or hold in place with templates. Insertion into concrete after pouring not allowed. E. Chamfer Strips: Install PVC 45 degree strips at exposed outside corners. F. Vapor Barrier: 1. Place reinforced vapor barrier under all interior slabs on grade using widest practical width of film. 2. Where laps are required, lap not less than 6 with top lap placed in direction of spreading of sand layer. 3. Repair any damage to film prior to placing sand layer Cut film around pipes and conduit piercing barrier, and apply pressure sensitive tape to insure maximum barrier effectiveness. 4. Sand Layer: Cover vapor barrier with two inch thick uniform layer of sand for protection. 5. Place welded wire fabric, pipes, conduits, etc. on top of vapor barrier, taking care to prevent film punctures. G. Slabs on Grade: 1. Where concrete slabs are deposited on earth, take care to obtain smooth level surface so slabs will be of uniform thickness as required throughout. 2. Locate construction joints and control joints as indicated on drawings. 3. Place joint forms in straight line flush with finished surface and in accordance with manufacturer's recommendations. 4. Wire bottom alignment slots and bottom of key to metal support stakes. 5. Do not extend reinforcement through joint form unless so noted on drawings. 6. Sawed joints may be substituted for joint forms at contraction joints. a. Provide sawed joints see drawings for joints depth S &H 9408 03100 -4 b. Time joint sawing properly with setting of concrete. Start cutting as soon as concrete has hardened sufficiently to prevent aggregates being dislodged by saw. Complete cutting before shrinkage stresses have developed sufficiently to induce cracking. 3.04 SHORING A. Design: Design shoring to take full load of concrete. Place directly above any reshoring occurring below and keep in place until structural members have obtained minimum concrete strength as called for on drawings. B. Removal Strength: Determine in accordance with Paragraph 4.7 of ACI 301. Make shoring and reshore calculations available at request, of Engineer. 3.05 FORM COATING A. Coating: 1. Coat surface of formwork prior to each pour. 2. Apply in accordance with manufacturer's recommendations. 3. Apply coating prior to placing of reinforcement. 4.' Promptly remove excess coating material. 5. Remove coatings of dust from contact surfaces of forms prior to depositing concrete. 3.06 REMOVAL A. Removal: Remove forms only in manner to insure safety of structure. B. Timing: 1. Generally, forms may be removed from: a. Vertical Surfaces: After 24 hours from time of placing. b. Horizontal Surfaces: After 72 hours from time of placing. Unless otherwise specified under Cold Weather in Section 03300. 2. Coordinate timing of form removal with curing requirements for concrete with architectural finishes specified in Section 03300. For exposed concrete with architectural finish, strip entire surface without break to ensure uniform curing. 3.07 REUSE A. Forms: Clean form material suitable for reuse before erection. Form material will not be acceptable for reuse, if in opinion of the Engineer, it will not produce finished surface required by these specifications or called for on drawings. END OF SECTION S&H 9408 03100 -5 SECTION 03200 CONCRETE REINFORCEMENT PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Welded Wire Fabric for Cast -In -Place Concrete B. Products Furnished but Not Installed Under This Section: 1. Reinforcing for Caissons for Section 02375 Drilled Concrete Piers. 2. Reinforcing steel for Masonry for Section 04200 Unit Masonry. C. Related Section: 1. Exterior Concrete: Section 02521 Concrete Sidewalks 2. Formwork: Section 03100 Concrete Formwork 3. Concrete: Section 03300 Cast -In -Place Concrete 4. Fibrous Reinforcing: Section 03240 1.02 REFERENCES A. Reference Standards: See Section 01091. Comply with following: 1. ACI 117 -90 - Standard Specifications for Tolerances for Concrete Construction and Materials. 2. ACI 301 -89 - Specifications for Structural Concrete for Buildings. 3. ACI 315 -88 (SP -66) - ACI Detailing Manual. 4. ACI 318 -89 (Revised 1992) - Building Code Requirements for Reinforced Concrete B. Comply with listed reference standards except as modified by supplemental requirements on the drawings or by these specifications. 1.03 SUBMITTALS A. Shop Drawings: Submit in accordance with Section 01300. 1. Indicate size, configuration, pertinent dimensions, number, exact position, and spacing of reinforcement and exact location of open- ings, framing, and special conditions affecting work. 2. All shop drawings shall be original drawings produced by the subcontractor or supplier and shall not be reproductions of the contract documents. 1.04 DELIVERY, STORAGE AND HANDLING A. General: Comply with Section 01600 1. Unload and store reinforcing bars to keep clean. Store on timber skids while awaiting use. S &H 9408 03200 -1 PART 2 - PRODUCTS 2.01 MATERIALS A. Reinforcing Bars: Conform to general notes on structural drawings. B. Bar Supports and Spacers: Steel chairs to provide rigid support and clearances required in footings, walls, columns and flatwork. C. Tie Wire: No. 14 or No. 16 gauge, black, soft iron wire. D. Welded Wire Fabric: ASTM A82 -85 and ASTM A185 -90a. PART 3 - EXECUTION 3.01 EXAMINATION A. Reinforcement: Provide ample notice to Engineer to allow for review of completed concrete reinforcement before placing concrete. 3.02 PLACEMENT A. General: Comply with general notes on structural drawings. B. Bending: 1. Bend reinforcement cold. 2. Provide full length bars, accurately bent to details. 3. Do not field bend bars partially embedded in concrete except as indicated on the drawings or specifically permitted by the Engineer. C. Placing: 1. Place reinforcement accurately and hold firmly in place before and during the placing of concrete. 2. Provide minimum concrete protective cover for reinforcement from the exterior face of members in accordance with ACI 318 and notes on drawings. 3. Provide bar supports and spacers to place bars in the proper location and wire adequately at intersections to hold bars firmly in position while concrete is placed. 4. Project dowels adequately to provide Class A splice unless otherwise indicated. Wire bent dowels in place before pouring. 5. Tolerances: Comply with ACI 117 D. Splicing: 1. Wherever it is necessary to splice reinforcement other than as indicated on drawings, character of splice shall be accepted by Engineer on basis of stress in reinforcement at splice. 2. Do not splice at points of maximum stress nor splice adjacent bars at same point. 3. Where spliced, lap continuous bars 36 diameters, but not less than 12" or length indicated on the drawings. S&H 9408 03200 -2 w 0 b E. Supports and Spacers: 1. Provide supports properly spaced and with sufficient strength to carry loads of reinforcing steel and deposited concrete without collapsing or allowing bars to sag. 2. Provide galvanized or plastic coated bar supports and spacers where they will be in contact with concrete surfaces exposed to weather. 3. Do not use bar supports to support runways for concrete buggies or similar loads. 4. Brickbats or precast blocks used to support mats of bars only with acceptance of Engineer. 3.03 WELDED WIRE FABRIC A. Installation: 1. Lay welded wire fabric continuously, with edges and ends overlapping adjoining sheets minimum of one full mesh plus 2 tied and placed over all piping and conduit. 2. Lift fabric by approved methods to position indicated on drawings during placing of concrete or properly support in this position. 3. Where required, construct bulkheads at construction joints and screeds to place fabric in proper position. 3.04 CLEANING A. Reinforcement: Clean prior to placing concrete to remove scale, oil, ice or other coatings that will destroy or reduce bond, including mortar from previous concrete pours. END OF SECTION S&H 9408 03200 -3 SECTION 03240 FIBROUS REINFORCING PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Incorporation of synthetic fibrous concrete reinforcement in basement slab on grade. B. Related Sections: 1. Metal Reinforcing and Accessories: Section 03200 Concrete Reinforcement. 2. Cast -In -Place Concrete: Section 03300. 1.02 QUALITY ASSURANCE A. Record of Work: Comply with requirements of Section 03300. Batch trip tickets shall show, in addition to the information specified in Section 03300, the amount of fibrous concrete reinforcement material added to the batch. B. Comply with requirements of Section 03300 Cast -In -Place Concrete as supplemented herein. C. The fibrous concrete reinforcement supplier shall provide the services of a qualified technical representative to instruct the concrete supplier and Contractor in proper batching, mixing, testing, placing and finishing of materials to be provided under this section. D. Work provided under this section shall produce concrete conforming to the requirements for each type and class of concrete specified when tested in accordance with specified methods. 1.03 DELIVERY, STORAGE AND HANDLING A. Comply with applicable requirements of Section 03300. PART 2 - PRODUCTS 2.01 FIBROUS CONCRETE REINFORCEMENT A. Acceptable Products: 1. Fibermesh; Fibermesh, Inc. 2. Forta -CFP; Forta Corp. 3. Approved Substitute S &H 9408 03240 -1 END OF SECTION S&H 9408 03240 -2 B. Material: Virgin polypropylene collated fibrillated fibers containing no reprocessed olefin materials and have tensile strength of not less than 70 ksi. 4 C. Fiber length: Per manufacturer's recommendations for the applicable concrete mix. PART 3 - EXECUTION 3.01 GENERAL A. Comply with applicable provisions of Section 03300 for which fibrous concrete reinforcement will be supplied. 3.02 BATCHING AND MIXING A. Add fibrous concrete reinforcement materials at the time concrete is batched. Add minimum of 1.5 lb. of fiber per cubic yard of concrete. B. Mix batched concrete in strict accordance with fibrous concrete reinforcement manufacturer's instructions. 3.03 PLACING AND FINISHING A. Place and finish concrete in accordance with the fibrous concrete } reinforcement manufacturer's instructions. B. Quality and tolerance of finish for fiber reinforced concrete shall comply with the requirements of Section 03300. END OF SECTION S&H 9408 03240 -2 SECTION 03300 CAST -IN -PLACE CONCRETE PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Formed Cast -In -Place Concrete 2. Concrete Flatwork 3. Topping for Steel Deck 4. Concrete for Steel Pan Stairs 5. Miscellaneous Concrete B. Related Requirements: 1. Testing: Section 01400 Quality Control. 2. Quality Control: Section 01400. C. Related Sections: 1. Exterior Concrete: Section 02521 Concrete Sidewalks. 2. Formwork: Section 03100 Concrete Formwork. 3. Reinforcement: Section 03200 Concrete Reinforcement. 4. Grouting: Section 03600 Grout. 5. Fibrous Reinforcing: Section 03240. 1.02 REFERENCES A. Reference Standards: Comply with following except as modified by supplementary requirements of this project specification. 1. ACI 117 -90 - Standard Specifications for Tolerances for Concrete Construction and Materials. 2. ACI 301 -89 - Specifications for Structural Concrete for Buildings. 3. ACI 305R -91 - Hot Weather Concreting. 4. ACI 306.1 -90 - Standard Specifications for Cold Weather Concreting. 5. ACI 309R -87 - Guide for Consolidation of Concrete. 6. ACI 308 -92 Standard Practice for Curing Concrete 7. ACI 318 -89 (Revised 1992) - Building Code Requirements for Reinforced Concrete, Parts 2 and 3. 8. ACI 503.2 -92 - Standard Specification for Bonding Plastic Concrete to Hardened Concrete with a Multi- Component Epoxy Adhesive. 9. ASTM C94 -90b - Standard Specification for Ready -Mixed Concrete. 10. ASTM C494 -86 - Standard Specification for Chemical Admixtures for Concrete. B. Field References: Keep at least one (1) copy of ACI 301 on site at all times. Other reference standards listed above shall be kept on site when directed by Engineer. S &H 9408 03300 -1 LJ 1.03 SUBMITTALS A. Mix Designs: Not less than two (2) weeks prior to placing any concrete. submit concrete mixes for acceptance in accordance with Product Data provisions of Section 01300. 1. Submit manufacturer's data and /or certifications verifying con- formance of mix materials including admixtures with specified requirements. 2. Submit separate mix design for each concrete mix type to be used in project. Include following: a. Mix identification designation. b. Statement of intended use for mix. c. Mix proportions, including admixtures. d. Wet and dry unit weight. e. Entrained air content. f. Design slump. g. Design compressive strength h. Water /cementitious materials ratio i. Strength qualification data. 3. Strength Qualification Data: a. Submit required average strength qualification data and docu- mentation per ACI 301 3.9.1, 3.9.2 and 3.9.3. b. If trial batches are used to qualify average strength, mix design shall be prepared by an independent testing laboratory and shall achieve average compression strength a minimum of 1200 psi greater than specified strength with slump within one inch of maximum permitted and air content within 0.5% of maximum allowable. c. If field test data is used to qualify average strength, submit separate qualification data for each production facility which will supply concrete to project, including copies of concrete testing agency's reports from which data was compiled. B. Test Reports: Reports of control tests, special tests and core tests specified under Field Quality Control in Part 3 shall be distributed by independent testing laboratory in accordance with Section 01400. 1.04 QUALITY ASSURANCE A. Testing Agency: All testing will be conducted by approved testing laboratory. See Field Quality Control - Part 3 and Section 01400. B. Source Quality Control: Architect shall be offered uninterrupted access to ready -mix batching plant while work is in progress. C. Record of Work: Keep record listing time, location and date of placement of concrete for structure. Keep such record until completion of project and make available to Engineer for examination at any time. S&H 9408 03300 -2 CM O W VM: 1.05 DELIVERY, STORAGE AND HANDLING A. General: Materials handling and batching shall conform to applicable provisions of ASTM C94. B. Hauling Time: Discharge concrete transmitted in truck mixer, agitator or other transportation device within 1 -1/2 hours after mixing water has been added. C. Extra Water: 1. Deliver concrete to site in exact quantities required by design mix. 2. Should extra water be required for workability before depositing concrete and water /cement ratio of accepted mix design has not been exceeded, General Contractor's superintendent shall have sole authority to authorize addition of water. Any additional water added to mix after leaving batch plant shall be indicated on truck ticket and signed by person responsible. 3. Where extra water is added to concrete it shall be mixed thoroughly for 50 revolutions of drum before depositing. 4. Water may be added at the site only once for each batch. D. Redosage with High Range Water Reducing Admixture (Superplasticizer): May be done with prior acceptance of Engineer regarding dosage and time periods. 1.06 PROJECT CONDITIONS A. Environmental Requirements: 1. Cold Weather Placement: a. When for three successive days prior to concrete placement the average daily outdoor temperature drops below 40 °F or when the average outdoor temperature is expected to drop below 40 °F on the day of concrete placement, preparation, protection and curing of concrete shall comply with ACI 306.1. b. Minimum temperature of concrete upon delivery shall conform to ACI 301 Table 7.6.1.1. Concrete temperature at placement shall conform to minimum values of ACI 306.1 Table 3.2.1, and shall not exceed minimum values by more than 20 ° F. c. Subject to acceptance of Engineer, an accelerating admixture may be used. Admixtures shall meet requirements of Part 2. Calcium Chloride and other chloride -type accelerating admixtures will not be allowed. d. Subject to acceptance of Engineer, Contractor may substitute cement for equal weight of fly ash in design mix. e. Comply with concrete protection temperature requirements of ACI 306.1. Record concrete temperatures during specified protection period at intervals not to exceed 16 hours and no less than twice during any 24 hour period. f. Submittal of detailed procedures, means, and methods for pro- duction, transportation, placement, protection, curing, and temperature monitoring of concrete during cold weather is not S&H 9408 03300 -3 0 M PART 2 - PRODUCTS 2.01 MATERIALS A. ACI 301: Provide materials in accordance with ACI 301, paragraphs as required. listed, unless amended or superseded by requirements of this section or 2. Hot Weather Placement: general notes on structural drawings. a. When depositing concrete in hot weather, follow recommendations B. Concrete Materials (ACI 301 Chapter 2): of ACI 305R. 1. b. Temperature of concrete at time of placement shall not exceed 85° F. crete not allowed. c. When air temperatures on day of placement are expected to exceed 2. 90 °F, mix ingredients shall be cooled before mixing. Flake ice or well- crushed ice of a size that will melt completely during Fly ash will be allowed as a cementitious component of the mix. Fly mixing may be substituted for all or part of mix water. d. Retarding Admixture may be used subject to acceptance of ,. Engineer's Admixtures shall meet requirements of Part 2. exceed 20% of total cementitious material by weight. e. Protect to prevent rapid drying. Start finishing and curing as 4. soon as possible. 3. Unless adequate protection is provided, concrete shall not be placed project: during rain, sleet, or snow. Rainwater shall not be allowed to increase the mixing water nor to damage the surface finish. PART 2 - PRODUCTS 2.01 MATERIALS A. ACI 301: Provide materials in accordance with ACI 301, paragraphs as listed, unless amended or superseded by requirements of this section or ow general notes on structural drawings. 6,h, B. Concrete Materials (ACI 301 Chapter 2): 1. General: Ready -mixed Concrete: ASTM C94 -90b. On -site mixed con- crete not allowed. 2. Cement: ASTM C150 -90. 3. Fly ash will be allowed as a cementitious component of the mix. Fly ash shall conform to ASTM A618 -91 Class C or F. Fly ash shall not exceed 20% of total cementitious material by weight. 4. Aggregate: ASTM C33 -86, obtained from same source throughout project: a. Fine Aggregate: Natural sand. b. Coarse Aggregate: Gravel or crushed stone containing no deleterious substances which cause surface spalling. c. Lightweight Coarse Aggregate: In accordance with ASTM C330. 5. Water: Potable. 6. Air Entraining Agent: ASTM C260 -86. 7. Water Reducing Admixture: ASTM C494 -86, Type A: a. Eagle Admixtures Conad N. b. Cormix PSI -N c. Euclid Eucon WR -75 d. Master Builders Pozzolith 200 e. Prokrete Industries Prokrete -N f. Sika Plastocrete 161 g. Approved substitute in accordance with Section 01600. ,.,. S&H 9408 03300 -4 8. High Range Water Reducing Admixture (Superplasticizer): ASTM C494- 86, Type F or G: a. Euclid Eucon 37 b. Sika Sikament 300 c. Master Builders Rheobuild 1000 d. Cormix PSI Super e. Approved substitute in accordance with Section 01600. 9. Non - Corrosive. Non - Chloride Accelerator: ASTM C494 -86. Type C or E, containing not more chloride ions than present in municipal drinking water and with long term test data from independent testing laboratory providing non - corrosive effect on reinforcing steel: a. Euclid Accelguard 80 b. W.R. Grace Daraset c. Sika Plastocrete 161 FL d. Gilco Accelerator e. Approved substitute in accordance with Section 01600. Calcium chloride and admixtures containing more than 0.10 percent chloride ions or sodium thiocyanates not allowed. 10. Water- Reducing, Retarding Admixture: ASTM C494, Type D: a. Cormix PSI -R Plus b. Euclid Eucon Retarder 75 c. W.R. Grace Daratard -17 d. Sika Plastocrete 161R e. Approved substitute in accordance with Section 01600. C. Miscellaneous Materials: 1. Curing Compound - Vertical Surfaces: ASTM C309 -81. 2. Curing and Sealing Compound - Interior Slabs to Remain Exposed, Interior Slabs to Receive Resilient Flooring and Carpet, and Exterior Concrete: Minimum 30% solids content, maximum moisture loss of 0.030 grams per square centimeter (300 square feet per gallon coverage): a. Euclid Super Rex Seal or Super Pliocure b. Master Builders Masterseal c. Approved substitute in accordance with Section 01600. Comply with requirements of floor finish manufacturers. 3. Floor Sealer: Second coat of Curing and Sealing Compound - Interior Slabs to Remain Exposed as specified above. 2.02 ADHESIVES AND BONDING COMPOUNDS A. Epoxy Adhesives for Use in All Structural Repairs: solids, 100% reactive compound suitable for use or and comply with ASTM C881. 1. Euclid Euco Epoxy 452 or 620. 2. Sika Sikadur 32 Hi -Mod or Armatec 110. 3. Approved substitute in accordance with Where epoxy injection procedures are used, by one of above manufacturers. Two component. 100% dry or damp surfaces Section 01600. use low viscosity epoxy made S &H 9408 03300 -5 B. Bonding Compound (Interior only): 1. Euclid Euco Weld 2. Larsen Products Weldcrete 3. Sika Sikabond 4. Approved substitute in accordance with Section 01600. Use only at areas not subject to moisture. C. Epoxy Joint Filler: Three component. 1004 solids compound with minimum shore D hardness of 50: 1. Euclid Euco Epoxy 600 or 700 2. Sika Sikadur 51 3. Approved substitute in accordance with Section 01600. 2.03 PROPORTIONING AND DESIGN OF MIXES A. Reference Standard: ACI 301 Chapter 3. B. Design: Conform to general notes on structural drawings. Proportion ingredients for mixes in accordance with ACI 301 3.9. 1. Should Contractor require special mix due to structural requirements, weather or materials, submit samples of cement and aggregate to be used to approved testing laboratory. Testing laboratory will make analysis of materials and design proper mix to based. C. Durability: Conform to ACI 301 3.4 as modified herein. 1. Concrete Exposed to Weather or Freeze -Thaw Including Paving, Site Work and Exterior Slabs: Meet requirements of ACI 301 3.4.1 except that concrete shall have a water - cement ratio not exceeding 0.45. D. Slump: Design water - cementitious material ratio to provide slumps indicated under mix type. 1. Concrete Containing High Range Water Reducing Admixture (Super - plasticizer): Slump of 2 - 3 " upon arrival at site, maximum slump of 8 after addition of superplasticizer. 2. Other Concrete: Maximum 4 11 . 3. Design slump of fiber reinforced concrete shall be the slump prior, to addition of fibers. E. Water / Cementitious Material Ratio: Provide concrete with following water /cementitious material ratios: 1. Concrete Subject to Freezing /Thawing: Maximum 0.50. 2. Fiber Reinforced Concrete: Maximum 0.55 Water includes free surface moisture on aggregates and liquid admixture. F. Concrete for Floors: Conform to ACI 301 3.14 as modified herein. 1. All Floor Slabs: Class 2. G. Admixtures: 1. General: No admixtures will be allowed except as specified herein unless authorized by the Engineer. All requests for approval or substitution must be made by the General Contractor and be S&H 9408 03300 -6 accompanied by sufficient information and test data for evaluation. All admixtures shall be chemically compatible with cementitious materials and all other admixtures used in the mix. All admixtures shall be chloride free. No calcium chloride shall be added to concrete. H. Chloride Ions: Maximum water soluble chloride ion concentration in concrete mix shall not exceed following percentages by weight of cementitious materials. a. Concrete Over Metal Decks: 0.06% b. Other Concrete: 0.15% I. Mixing: Add aggregate and approximately two - thirds of required water to mixer first and mix minimum of 70 revolutions at mixing speed to insure wetting of all aggregate particles, then add cement. air entraining agent and remaining water and mix minimum of 30 revolutions of mixing speed. 2.04 CONCRETE MIX TYPES A. Concrete Mixes: Mix A - For Interior Slabs -On -Grade 3000 psi Type I /II Cement, minimum of 470 pounds cementitious materials per cubic yard. 3/4 Inch Maximum Aggregate Size. 3% Maximum Air. 4 Inches (8 Inches with Superplasticizer) Maximum Slump. Water Reducing Agent: Use in accordance with manufacturer's recommendations. Mix B - For Grade Beams, and Walls 4000 psi. Type I /II Cement minimum of 564 pounds cementitious material per cubic yard. 3/4 Inch Maximum Aggregate Size. 6% + 1 -1/2% Entrained Air. 4 Inch (8 Inches with Superplasticizer) Maximum Slump. Mix C - For Footings 3000 psi Type I /II cement, minimum of 470 pounds cementitious materials per cubic yard 3/4 inch maximum aggregate size. 6% + 1 -1/2% entrained air 4 inch (8 inches with super plasticizer) maximum slump S &H 9408 03300 -7 Mix D - For Lightweight Topping for Metal Decking, Stair slabs and Landings, Stair Pans 110 pcf dry density 3500 psi Type I cement, minimum of 564 pounds per cu. yd. 3/4 inch maximum lightweight aggregate size No fly ash allowed. 4 inch maximum slump 6% + 1 -1/2% engrained air. Mix E - For Sidewalks, Concrete Paving and Other Exterior Concrete: 3500 psi Type I /II Cement, minimum of 564 pounds per cubic yard. wr Maximum Water Cement Ratio: 0.45 3/4 Inch Maximum Aggregate Size. 6% + 1 -1/2% Entrained Air. 4 Inches Maximum Slump. Water Reducing Agent: Use in accordance with manufacturer's x recommendations. Fly ash not allowed B. Admixtures: 1. Non - Corrosive. Non - Chloride Accelerator: Use at all concrete slabs placed at air temperature below 50 °F. 2. Air Entraining Agent: Use at all concrete required to be air entrained. 3. Superplasticizer: Contractor's option at: a. All pumped concrete. b. Concrete with water /cement ratio below 0.50. C. Mix Designs: Identified by mix identification letter. Submit new mix MR designs indicating slump, air content and admixtures for all mixes designated to receive fibrous reinforcing. PART 3 - EXECUTION 3.01 EXAMINATION A. Engineer's Review: Provide minimum of 24 hour notice to Engineer to allow him to review forms and reinforcement just before concrete is placed and to observe placing of concrete. B. Contractor's Review: Contractor shall inspect forms and reinforcing prior to concrete placement to assure accurate placement of embedded items. 3.02 GENERAL A. Install concrete work in accordance with ACI 301, paragraphs as listed unless amended or superseded by this section or notes on structural drawings. S &H 9408 03300 -8 3.03 PREPARATION A. Do not begin concrete work until operations are complete enough to allow placement to be carried on as continuous operation for entire section that is to be placed. Clean equipment for mixing and transporting concrete. 1. Forms: Cleaned of debris and ice, wetted (except in freezing weather). and coated as specified under Section 03100. 2. If water accumulates in forms, pump out before concrete is depo- sited. 3. Clearly mark finish top surface of vertical members on form walls. B. Protection: Cover masonry walls, glazing, and other finish materials with polyethylene or otherwise protect from damage due to placing of slabs, sidewalks or floors above. 3.04 PLACEMENT A. General: Comply with ACI 301, Chapter 8. B. Placement: Place concrete in approximately uniform horizontal layers not over twelve inches in height. Piling up of concrete in forms or chuting in manner to separate aggregates will not be permitted. Do not drop concrete in free fall over 5 feet. C. Water: Prevent accumulations of water on surface of concrete due to water gain, segregation, or other causes, during placement or com- pacting. Make provision for removal of water as may accumulate so that concrete not be placed in such accumulation. D. Consolidation: Consolidate concrete during and immediately after depositing by means of mechanical vibrators. Supplement by hand spading at corners and angles of forms, around embedded fixtures and in other difficult areas. 1. Mechanical Vibrator: Comply with ACI 309, minimum frequency of 10,000 vibrations per minute. 2. Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators vertically at uniformly spaced locations not farther than visible effectiveness of machine. Place vibrators to rapidly penetrate placed layer and at least 6 into preceding layer. Do not insert vibrators into lower layers of concrete that have begun to set. At each insertion, limit duration of vibration to time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing segregation of mix. E. Finishing: Where tops of cast -in -place concrete walls will form fin - ished surface, immediately finish concrete in form by skilled cement finisher. Walls or surfaces not finished to level subject to removal and replacement. S&H 9408 03300 -9 El M r- 3.05 FLAT WORK A. Screeds: Establish finish plane of horizontal surfaces by screeds, carefully aligned and securely set, spaced not over eight feet apart and installed at proper level or slope, prior to placing concrete. B. Floor Slab Tolerances: Level within maximum tolerance of 1/4" in 10 feet except slope to drains is indicated. " C. Selection of Finishes: In accordance with Section 11.8 of ACI 301 unless otherwise indicated. Finish surfaces sparingly with special tools, such as roller bugs, to force coarse aggregate slightly below surface. Jitterbug tampers not allowed without acceptance of Engineer. Dusting of wearing surfaces with dry materials not allowed. Steel or magnesium trowels and floats shall be used for finishing interior slabs" containing fibrous reinforcing. D. Requirements for Slab Finish: Comply with requirements of various Sections for slab tolerances, finishes, curing, etc. Be responsible to repair or replace slabs as required and specified in those sections to meet requirements. 3.06 CONSTRUCTION JOINTS OF STRUCTURAL MEMBERS ow A. Construction joints of structural members (ACI 301 6.1.4): Use polyvinyl acetate bonding compound, applied as recommended by manu- facturer. Omit 6.1.4.2 and 6.1.4.3. 1. Joints Subject to Moisture: Do not use bonding compound, use epoxy adhesive. 3.07 REPAIR OF SURFACE DEFECTS A. Reference Standard: ACI 301 9.1. B. Inspection: Allow Engineer to inspect concrete surfaces immediately upon removal of forms. C. Repair: 1. Modify or replace concrete not conforming to required lines, details, and elevations. 2. Repair or replace concrete not properly placed resulting in excessive honeycombing and other defects. Do not patch, repair or - replace exposed architectural finished concrete except upon express direction of Engineer. 3. Patch holes and defects. D. Repair defects in structural concrete walls as follows: 1. Deep Defects Exposing Reinforcing: Chip to sound concrete and clean thoroughly to remove loose concrete and dust. Apply thin coat of epoxy adhesive. Form and pour full with non - shrink grout prior to development of tack -free condition of epoxy adhesive. Strip forms after grout has hardened and provide specified finish. Moist cure S&H 9408 03300 -10 and apply clear curing and sealing compound immediately after finishing. 2. Defects Greater Than 1/2 Inch Depth Not Exposing Reinforcing: Chip, clean and apply epoxy adhesive. Place or dry pack using non - shrink grout prior to development of tack -free condition of epoxy adhesive. If dry pack consistency is required, use non - shrink grout damp pack formula. Provide specified finish and cure. 3. Defects Less Than 1/2 Inch Depth and All tie Holes: a. For concrete having a specified compressive strength of 5,000 psi or less: Chip and clean per 1. above. Dry pack, finish and cure per 1, above. 4. Other equivalent repair procedures may be used subject to review of Engineer. E. Unformed Surfaces: 1. Test unformed surfaces, such as monolithic slabs, for smoothness and verify surface plane to tolerances specified for each surface and finish. Correct low and high areas as herein specified. Test unformed surfaces sloped to drain for trueness of slope in addition to smoothness using a template having required slope. 2. Correct high areas in unformed surfaces by grinding or other methods acceptable to the Engineer after concrete has cured a minimum of 14 days. 3. Correct low areas in unformed surfaces during or immediately after completion of surface finishing operations by cutting out low areas and replacing with fresh concrete. Finish repaired areas to blend with adjacent concrete. Where acceptable to the Engineer, the specified underlayment compound, applied in accordance with the manufacturer's instructions, may be used. 4. Repair defective areas, except random cracks and single holes not exceeding 1 diameter, by cutting out and replacing with fresh concrete. Remove defective areas to sound concrete with clean. square cuts and expose reinforcing steel with at least 3/4" patching concrete and apply specified bonding compound. Mix patching concrete of same materials to provide concrete of same type or class as original concrete. Place, compact and finish to blend with adjacent finished concrete. Cure in same manner as adjacent concrete. 5. Repair isolated random cracks and single holes not over 1" in diameter by dry pack method. Groove top of cracks and cut out holes to sound concrete and clean of dust, dirt and loose particles. Dampen cleaned surfaces and apply specified bonding compound. Mix dry pack, consisting of one part Portland cement to 2 -1/2 parts fine aggregate passing a No. 16 mesh sieve. using only enough water as required for handling and placing. Place dry pack after bonding compound has dried. Compact dry pack mixture in place and finish to match adjacent concrete. Keep patched area continuously moist for not less than 72 hours. 3.08 TREATMENT OF FORMED SURFACES A. Reference Standard: ACI 301 Chapter 10. S&H 9408 03300 -11 B. Form Removal: Finish and cure concrete surfaces covered by formwork immediately after forms have been removed. Do not expose more surface area than can be finished and cured in one working day. C. Patching: 1. Patch voids, honeycombs or damaged areas in accordance with repair of surface defects above. 2. Patch all tie holes. 3. Use specified bonding compound and epoxy adhesive. D. Laitance: Remove deposits of laitance occurring on top of concrete surfaces as soon as concrete has hardened sufficiently to prevent injury to concrete. Repair areas where laitance is removed as specified for patching. E. Unexposed Concrete Surfaces: Treat surfaces of concrete wall, slabs, beams, and columns, which are to be covered by subsequent work, as specified under Patching. F. Unpainted Exposed Concrete Surfaces: 1. Carefully protect from damage and soiling concrete surfaces, both interior and exterior, to remain exposed but unpainted. 2. Patch where required as specified under Patching. Upon completion of work, reclean damaged or soiled surface as required to make clean, smooth and finished in every respect. 3.09•-.CURING AND PROTECTION A. Reference Standard: ACI 301, Chapter 12; ACI 308 B. Protection: Protect exposed surfaces of concrete from premature drying and frost. Protect freshly placed concrete from rain damage. Protect finished slabs from mortar leakage from pouring of slabs above. C. Form Removal: Do not remove forms until times as specified. Remove carefully to not injure concrete surface. Protect edges and corners to prevent cracking, chipping or other damage and premature drying. 1. Use wooden wedges only for removing forms from exposed concrete with architectural finish. D. Vertical Surfaces: Clean surfaces of loose sand, mortar, debris and grout; spray lightly with water and coat with clear or translucent curing compound as soon as possible after removing forms. Apply curing compound same working day that forms are removed. E. Horizontal Surfaces: 1. As soon as possible after placing concrete, coat exposed horizontal surfaces with curing compound in accordance with manufacturer's recommendations and cover with white polyethylene sheeting of minimum of six mil nominal thickness. Give special attention to providing adequate curing of slab edges. S&H 9408 03300 -12 2. Provide polyethylene sheeting as wide as practical, edges lapped minimum of six inches, weighted to prevent blowing, and sealed to prevent loss of moisture. Keep sheeting in place a minimum of seven days. 3. Slabs to Receive Thin Set Ceramic Tile and Polyurethane Floor Sealer: Wet cure with wet burlap for at least seven days. Do not use curing compounds. F. Additional Curing of Silica Fume Concrete: 1. When air temperature exceeds 70 °F, or when other conditions exist to cause too rapid loss of moisture, the Contractor shall use an evaporation retardant between placing and finishing and shall fog the surface continuously. Acceptable evaporation retardant com- pounds, subject to compliance with requirement, may be, but are not limited to the following product: Master Builders Confilm. G. Sandblasted Concrete - Cleaning: 1. Clean off all stains for discolorations from sandblasted concrete walls using methods approved by the Engineer immediately prior to application of water repellent coatings. 2. If diluted acid is used, surfaces shall be thoroughly flushed with clean water to remove all acid following cleaning. Use only fiber brushes if brushing is required. 3. See Section 07175 for water repellent coating. H. Protection: Protect concrete surfaces from staining, cracking, chipping, and other damage during progress of the work, and leave in good condition upon completion. 3.10 FLOOR SEALING A. Floor Sealer: Cure concrete floor slabs as specified above. 1. Prior to completion of project, apply second coat of curing and sealing compound to concrete floors not receiving other finishes in accordance with manufacturer's recommendations. 2. Upon completion, provide surface clean without discoloration or traces of excess material. B. Polyurethane Sealer: 1. General: Prepare for and apply sealer in accordance with manu- facturer's recommendations. 2. Wet cure floors. Do not use curing compound. 3. Surface: Fully cured, dry and clean. 4. Preparation: Dampen surface, acid clean and etch with 1:1 solution by volume of 18 Baume commercial muriatic acid and water. Rinse with water until all acid is removed. Allow to thoroughly dry. 5. Surface: Thoroughly dry. Test for dryness as recommended by manufacturer. 6. Application: Apply in two coats with bush, lambswool applicator or spray at rates and in accordance with manufacturer's recommen- dations. S&H 9408 03300 -13 B. Other Floor Sealer: Cure concrete floor slabs as specified above. 1. Prior to completion of project, apply second coat of curing and sealing compound to concrete floors not receiving other finishes in accordance with manufacturer's recommendations. 2. Upon completion, provide surface clean without discoloration or traces of excess material. C. Penetrating Anti - Spalling Sealer:° 1. Location: Horizontal surfaces as indicated on drawings. 2. Preparation: In accordance with manufacturer's recommendations. 3. Repairs: Make necessary repairs including filling cracks and patching rained -on surfaces and other defective areas prior to application of sealer. 4. Manufacturer's Representative: Visit site before application to provide advice on obtaining maximum benefits for project conditions. 5. Application: In accordance with manufacturer's recommendations. 3.11 MISCELLANEOUS CONCRETE REQUIREMENTS A. Other Concrete Work: Furnish and install other concrete work indicated on drawings, even though not specifically mentioned herein to complete work, including following: 1. Anchors: Install anchors furnished under Sections in accordance with accepted shop drawings for structural and miscellaneous steel. 2. Equipment Bases: Furnish and install concrete bases for pumps, boilers, tanks, fans, transformers, floor mounted electrical equipment, etc. as indicated. Furnish and install concrete fill in inertia base frames provided under Division 15. Install anchor bolts and inserts in accordance with setting diagrams furnished by contractor responsible for installing the equipment. Finish bases in workmanlike manner with troweled finish. Locate and size bases as determined by contractor furnishing equipment. 3. Floor Mat Frames: Install frames furnished under Section 12690. 3.12 FIELD QUALITY CONTROL A. Reference Standard: ACI 301 Chapters 16 and 17. B. General: Testing will be conducted by an approved testing laboratory. See Section 01400. C. Test Priority: Control tests shall be used to determine concrete quality throughout project; however, special tests shall have precedence over control tests, and core tests shall have precedence over all previous tests. D. Tests: Cooperate fully with those making tests. Following tests and procedures are subject to change during construction at discretion of Engineer: 1. Test Reports: In accordance with Section 01400. 2. Slump Tests: The General Contractor shall provide necessary equipment and shall make tests in conformity with ASTM C143 -90a. S&H 9408 03300 -14 The Contractor shall make slump tests on the first truck of each pour and as often as deemed necessary by the Contractor to maintain the required slump and adequate records. In addition, the Contractor shall make slump tests when directed by the Engineer. a. Tests shall be made by person thoroughly familiar with requirements specified. b. Sample concrete at point of placement c. Should slump exceed limits stated Concrete Mix Types in Part 2, batch shall be rejected. d. Keep accurate record of time, location in work and results of slump tests which shall be available for inspection by Owner and Engineer. 3. Control Tests: a. Control tests of concrete work shall be made on every 50 cubic yards or fraction thereof of concrete placed and, in any case, minimum of once during each day's pour. b. Each test shall consist of six standard 6 test cylinders cast and cured in accordance with ASTM C31 -84 and ASTM C172 -82. c. Sample concrete at point of placement. d. Two cylinders shall be broken at end of seven days after placing, two cylinders shall be broken at end of 28 days after placing, and remaining cylinders shall be stored until their disposition is determined by Engineer. e. In general, remaining cylinders will be broken only when pre- vious test reports indicated unsatisfactory results. f. Tests on remaining cylinders shall be at expense of the Contractor. g. Engineer reserves right to stop future concrete work when seven or 28 day tests indicate unsatisfactory results until. in his opinion, proper corrective measures have been taken to insure quality concrete in future work and corrections deemed necessary have been made. h. Tests shall be made at time control tests are taken and so stated in reports to determine slump, air content, unit weight and temperature of concrete. i. All tests shall be made in accordance with ASTM C138 -81 or ASTM C231 -91. 4. Special Tests: a. Should Contractor desire control tests to facilitate early removal of forms. They shall be made in addition to those specified for control tests and shall be completely site - cured. b. Expense for making additional test cylinders, testing, curing and protection shall be Contractor's. 5. Strength Level: Considered satisfactory if average of all three sets of consecutive strength test results equal or exceed specified strength and no individual strength test result falls below specified strength by more than 500 psi. 6. Core Tests: a. If, at any time, concrete control test specimens show compressive strength of 28 days below required level, or if concrete has been frozen before it has taken final set, so severely that, in opinion of Engineer, its strength has been S &H 9408 03300 -15 adversely affected, Contractor shall, at his own expense, have sufficient core tests taken, number and location to be accepted by Engineer on such portions of work as may have been affected to determine actual conditions of concrete. b. Securing, Preparing and Testing: ASTM C42 -84a. Should tests reveal that concrete does not meet requirements of this specification, Contractor shall, at his own expense, replace entire section involved or make corrections deemed necessary by Engineer. 3.13 PROTECTION A. Installed Work: Protect newly finished slabs from weather damage. END OF SECTION S&H 9408 03300 -16 SECTION 03600 GROUT PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Grout under steel beam and column bearing plates. 2. Grout elsewhere as indicated. B. Related Sections: 1. Concrete Foundations: Section 03300 Cast -In -Place Concrete. 2. Steel Framing and Base Plates: Section 05120 Structural Steel. 1.02 DELIVERY, STORAGE AND HANDLING A. General: Comply with Section 01600. Deliver in original unopened containers and store under cover. PART 2 - PRODUCTS 2.01 NON- SHRINK GROUT A. Grout: Non- metallic type conforming to Corps of Engineers CRD -C- 621 -80 B. Products: 1. Euclid Euco N -S Grout. 2. Master Builders Set Grout. 3. U.S: Grout Corporation Five Star Grout. 4. L&M Crystex. 5. Approved Substitute in accordance with Section 01600. PART 3 - EXECUTION 3.01 INSTALLATION A. Grouting: 1. Mix and install grout irr a with manufacturer's recommen- dations. 2. Completely fill with grout ut^lbeam and column bearing plates. 3. Cure grout for seven days by application of Curing and Sealing Compound as specified in Section 03300. END OF SECTION S&H 9408 03600 -1 DIVISION 4 MASONRY PART 1 - GENERAL SECTION 04100 MORTAR 1.01 SUMMARY A. Products Furnished But Not Installed Under This Section: 1. Mortar for Section 04200 Unit Masonry B. Related Requirements: 1. Testing: Section 01400 Quality Control 2. Quality Control: Section 01400 C. Related Sections: 1. Reinforcement and Accessories: Section 04150 Masonry Accessories 2. Brick: Section 04200 Unit Masonry 1.02 SUBMITTALS A. Test Reports: Reports of tests will be distributed in accordance with Section 01400. PART 2 - PRODUCTS 2.01 MATERIALS A. Portland Cement for Unit Masonry: ASTM C150 -90, Type I, except Type III may be used for cold weather construction. 1. Masonry cement not allowed. B. Hydrated Lime: ASTM C207- 79(1984), Type 5. C. Aggregates: 1. Mortar: ASTM C144 -84. 2. Grout: ASTM C404 -85. D. Water: Clean and free from deleterious amounts of acids, alkalies or organic materials. E. Other Admixtures: Not allowed. 1. Antifreeze Compounds: Calcium chloride or other antifreeze agents not allowed. 2. Use of accelerators not allowed. 2.02 MIXES A. Mortar Materials and Proportions: Comply with ASTM C270 -86. S &H 9408 04100 -1 END OF SECTION S &H 9408 04100 -2 4 y B. Unit Masonry Setting Mortar: 1. Type: Type S, 1800 psi average compressive strength in 28 days. PART 3 - EXECUTION 3.01 PREPARATION A. Clean equipment for mixing, transportation and placing mortar before` starting work. 3.02 MEASUREMENT AND MIXING A. Measurement Method: By either volume or weight so that specified proportions can be controlled and accurately maintained. Measurement of sand by shovel not allowed. B. Mortar Mixing: Mix cementitious materials and aggregate for at least three minutes and not more than five minutes in mechanical batch mixer, with maximum amount of water to produce workable consistency. C. Retempering: Retemper mortars that have stiffened because of evapo- ration of water from mortar by adding water as frequently as needed to restore required consistency. 1. Use mortar within 2 -1/2 hours after initial mixing. 3.03 FIELD 'QUALITY CONTROL A. Mortar Cube Tests: Mortar cubes will be prepared, cured and tested by accepted testing laboratory. See Section 01400. 1. Testing: In accordance with ASTM C91 -83a and CMI 201.1 -77. END OF SECTION S &H 9408 04100 -2 4 y SECTION 04150 MASONRY ACCESSORIES PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Anchors B. Related Sections: 1. Mortar: Section 04100 Mortar and Masonry Grout. 2. Brick: Section 04200 Unit Masonry. PART 2 - PRODUCTS 2.01 ANCHORS A. Manufacturers; 1. Dur- O -Wal. 2. AA Wire Products. 3. Heckman Building Products. 4. Masonry Reinforcing Corporation of America. 5. Accepted Substitute B. Masonry Veneer Wall Ties: 1" wide. 22 gauge galvanized, corrugated. Length as required for 2" minimum embedment in vertical mortar joint. PART 3 - EXECUTION 3.01 WALL TIES A. Masonry Over Steel Stud Walls: 1. Bond masonry to steel studs with wall ties located on each stud. 2. Fasten ties through sheathing into steel studs using power driven screws. 3. Field bend ties according to width of cavity providing 2" projection into the vertical mortar joint. END OF SECTION S &H 9408 04150 -1 SECTION 04200 PART 1 - GENERAL 1.01 SUMMARY UNIT MASONRY A. Section Includes: 1. Brick row Lock Sill at Sidewalks B. Products Installed But Not Furnished Under This Section: 1. Mortar: Section 04100 Mortar. 2. Items to be Built -In From Other Sections: a. Anchors. b. All Other Built -In Members. C. Related Requirements: 1. Anchors: Section 04150 Masonry Accessories. 2. Testing: Section 01400 Quality Control. 3. Quality Control: Section 01400 Quality Control. 1.02 REFERENCES A. Reference Standards: See Section 01091. Comply with following: 1. American National Standards Institute, ANSI /NBS 211 (A41.1), "Building Code Requirements for Masonry ". 2. Portland Cement Association, PCA, "Concrete Masonry Handbook ". 3. Uniform Building Code. UBC. Chapter 24 - Masonry. 1.03 SUBMITTALS A. Brick Samples: Submit full size samples of brick illustrating the full range of color and texture for acceptance in accordance with Section 01300. 1.04 DELIVERY, STORAGE AND HANDLING A. General: Comply with Section 01600. 1. Masonry Units: Handle carefully to avoid chipping and protect against wetting prior to use allowing air circulation under stacked units. 1.05 PROJECT CONDITIONS A. Environmental Requirements: 1. Cold Weather Protection during Installation: a. Preparation: Before beginning work, remove ice or snow formed on masonry bed by carefully applying heat until top surface is dry to touch. Remove frozen or damaged masonry. S &H 9408 04200 -1 La b. Air Temperature 40 °F to 32 °F: Heat sand or mixing water to minimum of 55 °F and maximum of 120 °F. c. Air Temperature 32 °F to 25 °F: Heat sand and mixing water to minimum of 65 °F and maximum of 120 °F. d. Air Temperature 25 °F to 20 °F: Heat sand and mixing water to minimum of 75 °F and maximum of 120 °F. Use salamander or other sources of heat on both sides of walls under construction. Use windbreaks when wind is in excess of 15 mph. e. Air Temperature 20 °F and Below: Heat sand and mixing water to minimum of 75 °F and maximum of 120 °F. Provide enclosure and auxiliary heat to maintain air temperature above 32 °F. Temperature of units when laid shall be not less than 20 °F. f. Grout: Place grout in masonry at minimum temperature of 70 °F and maximum temperature of 120 °F. Maintain grouted masonry above 32 °F for 24 hours following placement of grout. g. Admixtures: Mortar admixtures will not be permitted without written acceptance of Engineer. h. Frozen Work: Above paragraphs are designed to permit masonry work to continue during periods of cold temperature. Any frozen masonry work will be prima facie evidence that above requirements have not been complied with. Remove and replace frozen materials as directed by Engineer. 2. Cold Weather Protection after Installation: a. Mean Daily Air Temperature 40° F to 32 °F: Protect masonry from rain or snow for 24 hours. b. Mean Daily Air Temperature 32 °F to 25 °F: Cover masonry completely for 24 hours; 48 hours for grouted masonry. c. Mean Daily Air Temperature 25 °F to 20 °F: Cover masonry completely with insulating blankets for 24 hours; 48 hours for grouted masonry. d. Mean Daily Air Temperature 20° F and Below: Maintain Masonry temperature above 32 °F for 24 hours by enclosure and supplementary heat, by electric heating blankets, infrared heat lamps or other method proven to be satisfactory. 3. Hot Weather Protection During Installation: When air temperature exceeds 99 °F in shade, protect freshly laid masonry from direct exposure to wind and sun. 4. Moisture Protection During Installation: Where exposed to weather, Cover top of masonry walls at end of each day's work using waterproof material weighted down to insure its remaining in place. Maintain such protection until final capping of wall. PART 2 - PRODUCTS 2.01 MASONRY UNITS A. Face 1. 2. S &H 9408 Brick: ASTM C216 -86 or ASTM C652 -85, SW Grade, Type FBX. Size: Modular. Color: As selected by Engineer. 04200 -2 Z2 0 2.02 MORTAR AND ACCESSORIES A. Mortar: See Section 04100. B. See Section 04150. PART 3 - EXECUTION 3.01 EXAMINATION A. Verification of Conditions: 1. Bearing Surfaces: Inspect foundations and other bearing surfaces for proper grades and elevations, freedom from dirt and other foreign material. Report unsatisfactory conditions to General Contractor in writing with copy to Engineer. 3.02 PREPARATION A. Cleaning: Remove dirt, ice, loose rust and scale from walls, ties and reinforcing prior to installation. B. Cooperation: Check relationship of masonry to work under other sec- tions, cooperate with others and proceed as desirable for general progress and best interest of project. 3.03 MASONRY INSTALLATION A. General: 1. Lay masonry plumb, level and true to lines to tolerances indicated. Bond as indicated on elevations and details. 2. Adjust masonry dimensions and install starter units as required to eliminate small cuts and to maintain bond. Cut neatly around contacting work. B. Solid Units: 1. Use solid units wherever cores of hollow units would be exposed to view or weather. C. Mortar Joints: 1. Lay masonry work in shoved manner in full beds of unfurrowed mortar. Completely fill vertical and horizontal joints and voids with mortar. 2. Joints: Plumb or level. 3. Joint Treatment: a. Tool exposed joints to slightly concave surface well bonded to units. 4. Avoid overplumbing and pounding of corners and jambs to fit stretcher units after being set in position. Where adjustment must be made after mortar has started to harden, remove mortar and replace with fresh mortar. S &H 9408 04200 -3 D. Starting and Stopping: Where fresh masonry joins partially or totally set masonry, clean exposed surfaces of set masonry and wet lightly to obtain good bond with new work. Remove loose masonry and mortar. If it is necessary to stop off horizontal run of masonry, step back 1/2 masonry unit length in each course. Do not tooth. E. Cutting: Where cutting of units is necessary, make cuts with motor - driven masonry saw. F. Accessories: Install anchors, and other accessories in accordance with Section 04150. 3.04 BRICK INSTALLATION A. Joints: Uniform approximately 3/8 inch wide. B. Wetting: Wet brick having absorption rate greater than 0.025 ounce per square inch per minute sufficiently so absorption rate when laid does not exceed this rate. 3.05 CUTTING AND PATCHING A. Cutting and Patching: Cut and patch masonry wherever necessary for other trades. Do such work with experienced mechanics in workmanlike manner. Do not cut and patch work which will tend to insure strength or appearance of finished work. Cutting of finished masonry for purpose of building -in members will not be allowed. 3.06 POINTING AND CLEANING E3 A. Cut out any defective joints and holes in exposed masonry and repoint with mortar. Take care to match color of exposed joints in masonry which will not be painted or otherwise covered. B. Daily Cleaning: Make every practical effort to keep brick masonry work as clean as possible during construction. At a minimum, dry brush masonry surfaces after mortar has set at end of each day's work and after final pointing. C. Final Cleaning: 1. Clean all mortar, dirt and construction film from masonry using stiff brush and water when mortar is at least 7 days and not more than 14 days old. Deviations from this procedure must be requested in writing from the Engineer prior to starting masonry work. Should the use of commercial brick cleaners be requested, the written request must be accompanied by the following information: a. Description of cleaning solution proposed including manu- facturer's name and descriptive literature. b. Description of cleaning procedure proposed. c. Written approval from the brick manufacturer for solution and procedures. d. Statement from masonry contractor assuming responsibility for S &H 9408 04200 -4 any deleterious effects to masonry, such as staining, caused as a result of use of said products. 2. Remove efflorescence or other stain in accordance with brick manufacturer'S recommendations. D. No high pressure cleaning of brick will be permitted. Pressure to be 100 psi maximum. E. Acid will not be permitted. F. Upon completion of pointing and cleaning leave the work and surrounding surfaces clean and free of mortar spots, droppings and broken masonry. 3.07 PROTECTION A. Protection of Completed Work from Physical Damage: Protect projecting masonry liable to damage after setting by suitable planking well supported. Securely box jambs and sills of openings used for passage. B. Replacement; Replace masonry work showing damage or disfiguration during progress of work in its entirety. Patching or hiding of defects not permitted. END OF SECTION S &H 9408 04200 -5 DIVISION 5 METALS SECTION 05120 STRUCTURAL STEEL PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Structural steel framing and support members, purlins, pipe or tube columns and struts, complete with required braces, hangers, connection plates, welds, washers, bolts, nuts, shims, anchor bolts and templates. 2. Base and cap plates. 3. Shear stud connectors. 4. Headed anchor studs. 5. Erecting, connecting, field welding, and adjusting for plumb and level. 6. Other structural steel components indicated on drawings. B. Products Furnished but Not Installed Under This Section: 1. Anchors, Anchor Bolts, Bearing Plates, Angles etc. for Section 03100 Concrete Formwork and Section 04200 Masonry. C. Related Requirements: 1. Testing: Section 01400 Quality Control. 2. Quality Control System: Section 01400 Quality Control. D. Related Sections: 1. Bearing Plate Grouting: Section 03600 Grout 2. Steel Deck: Section 05310 Steel Deck 3. Structural Steel Studs and C Joists: Section Metal Framing 4. Miscellaneous Metals and Loose Steel Lintels: Fabrications 05400 Cold Formed Section 05500 Metal 5. Supports for Mechanical or Electrical Equipment: Division 16. 6. Steel Stairs: Section 05510 Metal Stairs. 1.02 REFERENCES Division 15 and A. Reference Standards: See Section 01091. Comply with following: 1. Design, Detailing, Fabrication and Erection: AISC "Specification for the Design, Fabrication and Erection of Structural Steel for Buildings ", or "Load and Resistance Factor Design Specifications for Structural Steel Buildings ", latest editions. 2. Fabrication, Delivery and Erection: AISC "Code of Standard Practice for Steel Buildings and Bridges ", Sections 5 through 10, latest editions. S &H 9408 05120 -1 LA 0 3. AISC "Specification for Structural Bolts ", latest edition. 4. AWS D1.1 Structural Welding Code - Joints Using ASTM A325 or A490 Steel. B. Comply with listed reference standards except as modified by Supplementary Requirements on the drawings or by these specifications. 1.03 DEFINITIONS A. Structural Steel: For the purposes of this Section, structural steel is defined as loadbearing structural metal framing excluding structural steel studs, steel joists, metal decking, metal stairs, and loose steel angle lintels built into masonry. 1.04 SUBMITTALS A. Shop Drawings: 1. Submit shop and erection drawings for all items under this Section. See Section 01300 Submittals. 2. Shop drawings shall be original drawings produced by the subcontractor or supplier and shall not be reproductions of the Contract Documents. 3. Shop drawings shall clearly indicate the following: a. Profiles, sizes, spacing, grade and locations of structural steel members. b. Connections, attachments, and anchorages. c. Framed openings. d. Size and type of fasteners e. Cambers and clearances. f. Shop painting. 4. Checking: Shop drawings shall be checked for accuracy by fabricator and initialed by individual responsible for checking prior to submittal. 5. Connections: a. Detail, fabricate and erect structural steel connections as indicated on Drawings. b. If Contractor elects to propose alternate connection details, substitution request shall be submitted in accordance with Section 01600. Shop drawings indicating alternate connection details without Engineer's prior approval of substitution request will be rejected. c. Shop drawing submittal of alternate connection details shall be accompanied by calculations for each proposed alternate connection. Calculations shall bear the seal and signature of a professional engineer registered in the State of Colorado. B. Certificates: 1. Mill Test Reports: Furnish for all structural steel supplied. Furnish mill test reports and load test results of each lot of high strength bolts if requested by Engineer. 2. Welder Certificates: Furnish for all welding operators used for fabrication and erection. S &H 9408 05120 -2 C. Fabricator and Erector Qualifications: Submit in accordance with Section 01300 prior to the submission of shop drawings. 1.05 QUALITY ASSURANCE A. Welder Qualifications: Welding shall be done by AWS certified welding operators only. B. Testing Agency: If directed by the Engineer, weld tests will be made by an approved testing laboratory selected and paid for by the Owner. Testing agency must be experienced in X -ray or ultrasonic testing of weld joints. C. Source Quality Control: A representative of the coatings manufacturer will be present at the steel fabricator's to assure proper surface preparation and application of prime coat paint on steel to receive high performance coatings. Prime coat shall not be applied until surface preparation is inspected and approved by the representative of the coatings manufacturer. D. Fabricator and Erector Qualifications: 1. All structural steel fabricated and erected under this Section, and all Metal Fabrications (Section 05500), Steel Deck (Section •05310), and Metal Stairs (Section 05510) furnished and installed under related Sections shall be furnished and installed under the single subcontract responsibility of an approved structural steel fabricator. If the structural fabricator subcontracts the erection, the erection subcontractor must also meet the minimum qualifications prior to bidding. 1.06 DELIVERY, STORAGE AND HANDLING A. General: Comply with Section 01600 B. Materials to be Installed by Others: 1. Deliver anchor bolts and other anchorage devices which are embedded in cast -in -place concrete or masonry construction to project site in time to be installed before start of cast -in -place concrete operations or masonry work. 2. Provide setting drawings, templates and directions for installation of anchor bolts and other devices. C. Delivery and Storage 1. Steel: Store members above ground on platforms, skids or other supports and stored upright to prevent twisting. Protect steel from corrosion. 2. Other Materials: Store in weathertight and dry place, until ready for use. Store packaged materials in their original unbroken package or container. S &H 9408 05120 -3 PART 2 - PRODUCTS ""tt 2.01 MATERIALS A. Bars and Plates: ASTM A36 -91 B. Rolled Shapes: ASTM A572, 50 ksi yield C. Welded and Seamless Steel Pipe: ASTM A53 -90b, Type E or S, Grade B or ASTM A501. D. Steel Tube: ASTM A500 -84, Grade B or C as indicated. E. Bolts: 1. Standard Bolts and Nuts: ASTM A325 -84 2. Anchor Bolts: ASTM A307 -91 F. Filler Metals for Welding: Meet requirements of ADS D1.1, 70 series. F. Shop Paint: 1. All Steel at Exterior Decks: Rust -Oleum Zinc -Rich Coating 2185 cold galvanized compound. 2. All Other Structural Steel: No shop paint. G. Headed Anchor Stud Connectors and Composite Beam Shear Studs: Conform to ASTM A -108. Studs shall be manufactured by Nelson Division of TRW, or approved substitute. H. Welding Electrodes: AWS 5.1 or A 5.5 E70 XX. 2.02 FABRICATION A. General: Fabricate structural steel in accordance with AISC specifications. B. Connections: Provide connections as shown or noted on the drawings. Connections not shown or noted shall be standard framed beam connections as shown in AISC Manual of Steel Construction, 9th edition, pp 4 -9 thru 4 -31 inclusive, except that bearing -type bolts in slotted holes may not be used to transmit any component of stress in the direction of the slot. High strength bolts in slip critical connections shall be load indicator bolts. Other high strength bolts may be installed snug tight. No combination of welds and bolts, or of tensioned and snug tight bolts, may be used to transmit stress in the same faying surface of any connection. C. Shop Painting: 1. Surface Preparation: After fabrication and shop assembly, clean off all loose rust, loose mill scale and weld spatter, slag or flux deposits in accordance with SSPC procedures as follows: a. All Surfaces: SP -3 power tool cleaning. 2. All Steel at Exterior Decks: Two coats zinc rich primer. S &H 9408 05120 -4 ,,, 3. All Other Structural Steel: None required D. Marking: Mark members in protected plainly visible locations in accordance with reference numbers on setting diagrams. E. Finished Work: Finish work in accordance with accepted shop drawings. 1. Work: True and free from twists, kinks, buckles, open joints and other defects. F. Cutting and Fitting: Perform necessary cutting, fitting and drilling for accommodation of other trades and do whatever is necessary to secure correct information for same, both before and after steel is delivered. Cutting or drilling not allowed on project without acceptance of Engineer. G. Subassemblies with Milled Surfaces: Completely assemble and weld before milling. H. Welding: Comply with AISC Specifications and AWS D1.1. Welds not specified shall be 1/4" continuous fillet but not less than AISC minimum based on thickness of parts joined. I. Splices: Splicing of members to obtain required lengths not allowed without prior acceptance of Engineer unless indicated on drawings. J. Cambering: Camber beams and girders as indicated on drawings. K. Substitutions: Where exact sizes and weights called for are not readily available, secure Engineer's acceptance of suitable sizes in time to obviate any delay due to such substitutions. L. Headed Shear Stud Connectors: Automatically end weld according to AWSD1.1. Shop weld where possible. Thoroughly clean surface where stud is to be attached. Remove scale by grinding or sandblasting where it is sufficiently thick to interfere with proper welding. 2.03 ANCHORS A. Provide anchors for columns, beams, channels, plates, etc., as indicated on drawings and required. Locate as indicated on accepted shop drawings. B. Anchor Bolts: ASTM A307 with suitable nuts and plain washers unless otherwise indicated. Size and length as shown on drawings, hooked unless otherwise indicated. C. Expansion Anchors: Hilti Kwik -Bolt II or approved substitute with current ICBO approval and published ICBO Research Report. Complete with required nuts, washers and manufacturer's installation instructions. Size as indicated on drawings. 1. Interior Use: For use in conditioned environments free from potential moisture provide carbon steel anchors conforming to ASTM S &H 9408 05120 -5 A307 with zinc plating in accordance with FS 22 -Z -235. 2. Exterior or Exposed Use: In exposed or potentially wet environments and for attachment of exterior cladding materials, provide galvanized or stainless steel anchors. Galvanized anchors shall conform to ASTM A133. Stainless steel anchors shall be Series 300 stainless steel bolts with Series 300 or Type 18 -8 stainless steel nuts and washers. 3. Where anchor manufacturer is not indicated, subject to compliance with requirements and acceptance by the Engineer and provide one of the following: a. Kwik -Bolt or Super Kwik -Bolt: Hilti Fastening Systems b. Parabolt: Molly Fastener Group c. Red head Wedge Anchor: Phillips D. Adhesive Anchors: Threaded carbon steel rod conforming to ASTM A307 complete with required nuts, washers, adhesive system and manufacturer's installation instructions. Current ICBO approval and published ICBO Research Report required. Size and manufacturer as indicated on drawings. 1. Exterior or Exposed Use: In exposed or potentially wet environments and for attachment of exterior cladding materials, provide galvanized or stainless steel anchors. Galvanized anchors shall conform to ASTM A133. Stainless steel anchors shall be Series 300 stainless steel threaded rods with Series 300 or Type 18 -8 stainless steel nuts and washers. 2. Where anchor manufacturer is not indicated, subject to compliance with requirements and acceptance by the Engineer provide one of the following: a. HVA Adhesive Anchors: Hilti Fastening Systems b. Parabond Capsule Anchors: Molly Fastener Group PART 3 - EXECUTION 3.01 EXAMINATION A. Embeds: Prior to start of erection of steel, check location of embedded anchor bolts and report deviations from anchor bolt setting plan to General Contractor in writing with copy to Engineer. Do not proceed until all unacceptable conditions are corrected. 3.02 PREPARATION A. Protection: Protect adjacent materials or areas below from damage due to weld splatter or sparks during field welding. B. Shoring and Bracing: Provide temporary shoring and bracing as required to maintain work in safe and stable condition during erection. Provide temporary guy lines as required to properly align members before bolting or welding. La S &H 9408 05120 -6 C. Field Measurements: Take measurements on site as required for correct fabrication and installation. Be responsible for errors in fabrication and for correct fit of structural steel. 3.03 ERECTION A. Erection: 1. General: Erect structural steel in accordance with AISC specifications with additional requirements of this section. 2. Bearing Plates: Set base and bearing plates level and leveling plates level (± 1/32") and at correct elevations (± 1/16 Temporarily support on steel wedges or shims until supported members are plumbed and grouting is completed. 3. Field Assembly: Assemble structural steel frames to lines and elevations indicated within specified erection tolerances. a. Align various members forming parts of complete frame or structure after being assembled and adjust accurately before fastening. b. Splice only where indicated on drawings. c. Field correction of fabricated items by gas cutting not allowed 4. Field Connections: Make field connections with bolts, high strength bolts or field welding unless otherwise indicated. a. Clean existing surfaces before welding to existing steel. b. Tighten all high strength bolts to provide the minimum tension shown in Table 1.29.5 of AISC Manual of Steel Construction unless otherwise shown on design or erection drawings. c. Drifting or cutting to enlarge unfair holes not allowed. d. Make minor corrections by reaming. e. Do not correct serious defects in field but call to attention of Engineer for decision as to method or procedure. He may order new holes drilled or the member rejected and replaced. 5. Composite Beams: Field weld shear studs through metal deck as shown on the structural drawings. Automatically end weld or fillet weld at Contractor's option. 6. Temporary Bracing: Consider structural steel as non -self supporting steel frames. Provide suitable temporary bracing as necessary to maintain structural steel in proper position until permanently secured. Leave temporary bracing in place as required for safety. 7. Field Modification: Using cutting torch for field modification or refabrication of structural steel not allowed without written acceptance of Engineer. Be responsible for errors in fabrication and for correct fit in field. B. Allowable Tolerances: Comply with requirements of AISC Code of Standard Practice except maximum accumulative tolerance from all sources shall not exceed 1 on columns. 1. Bases of Columns: Located on established column lines within + 1/8" 2. Members Connecting to Columns: a. Horizontal deviation of member working point from position with respect to supporting column working line shall not exceed +1/16" from the location shown on drawings. S &H 9408 05120 -7 b. Elevation deviation of member working point with respect to upper splice line of supporting column shall not exceed +1/8" or -1/4" from the elevation shown on drawings. 3. Other Members: Deviation of member working point horizontal location and elevation with respect to the supporting member shall not exceed + 1 /16- from the location and elevation shown on the drawings. 4. Leveling and Plumbing: Based on mean temperature of 70 °F. 5. Compensate for difference in temperature at time of erection. 3.04 FIELD QUALITY CONTROL A. Testing: See Section 01400. B. Testing Agency's Inspector: Perform duties in such way that neither fabrication nor erection is unnecessarily delayed or impeded. Inspector will not recommend or prescribe method of repair of defect. C. Field Inspection: Include examination of erected steel for welding, proper fitting and tensioning of bolts and alignment. D. Welding and Materials: .F 1. Inspection of welding will assure that work conforms to specified requirements and will include: a. Ascertainment that electrodes used for manual shielded metal arc ` 1111 welding and electrodes and flux used for submerged arc welding conform to requirements of this section. b. Ascertainment that specified welding procedure and specified welding sequence are followed without deviation, unless specific acceptance for change is obtained from Engineer. , c. Ascertainment that welding is performed only by welding operators and welders who are properly certified. Testing Agency will witness such qualification testing of welding operators and welders, if required. d. Ascertainment that fit up, joint preparation, size, contour,extent of reinforcement, and length and location of welds conform to specified requirements and Contract Documents, and that no specified welds are omitted or unspecified welds added without acceptance of Engineer. 2. Embedded plates and assemblies will have all welded reinforcing , tested by magnetic particle in following quantities: a. Assemblies Supporting Structural Elements: 100% b. Assemblies Supporting Curtain Wall Elements: 20% 3. The testing agency shall perform the following tests in the fabricator's shop: a. All Welds: 100% visual b. All Full or Partial Penetration Welds: 100% ultrasonic c. The requirements for independent inspection by the testing agency in the fabricator's shop may be waived, provided the fabricator is an "approved fabricator" and satisfies all of the requirements of the 1991 Uniform Building Code, Section 306(f). S &H 9408 05120 -8 4. Testing Agency will test all field welds, including wall and roof deck connections: 100% visual and 10% magnetic particle, full or partial penetration welds 100% max. particle or ultra- sonic. 5. Additional testing will be required if more than 10% of tested welds are rejected, then additional 10% of welds will be tested using same method. This 10% additional testing process will be repeated until rejection rate drops below one in 10. 6. In addition, if defective welds are discovered, remaining uninspected welds will receive such ultrasonic or magnetic particle inspection as may be required by Engineer. 7. Testing Agency will have authority to reject weldments. Such rejection may be based on visual inspection where in his opinion weldment would not pass more detailed investigation. 8. All rejected welds shall be replaced and retested at the expense of the Contractor. 9. Reports by Testing Agency will contain, as minimum, adequate description of each weld tested, identifying mark of welder responsible for weld, critique of defects noted by visual inspection or testing, and statement regarding acceptability of weld tested, as judged by current AWS standards. a. Reports shall be distributed as early as possible but not later than two work weeks after tests have been performed. b. Engineer shall be notified by phone if, in judgment of inspector, test results require immediate comment. 10. Radiographic testing may be substituted for ultrasonic. 11. Bolted Connections: Visually inspect all bolted connections to ascertain that all bolts, nuts and required washers have been installed and are of proper type, that all faying surfaces have been brought into snug contact and that all load indicator bolts have been tightened until the spline has twisted off. 12. Stud Connectors: a. The testing agency shall inspect stud connectors as follows: (1) All studs shall be acoustically inspected. Studs which do not ring when struck with a hammer shall be bent 15 degrees. If no fracture occurs, stud is considered acceptable and left bent. (2) In addition to the above, not less than one of each 100 studs shall be tested by bending 15 degrees. If no fracture occurs, stud is considered acceptable and left bent. (3) If at any time the number of rejectable studs on any level of structural steel framing exceeds 3 %, additional testing in accordance with b above shall be performed on one of each 25 studs at this level and this increased frequency of testing shall be continued on all succeeding levels until the number of rejectable studs at a level is 3% or less. All cost of additional testing required by this paragraph shall be borne by the Contractor. (4) The testing agency shall verify that the number of studs provided satisfies the minimum number indicated on the Drawings. S &H 9408 05120 -9 13. Drilled -In Inserts: a. Self - Expanding Inserts: The testing agency shall inspect self - expanding, drilled -in inserts shown on the structural drawings as follows: (1) Prior to installation, the testing agency shall determine that the installing contractor has the proper materials and " equipment for drilling holes in the receiving surface of required diameter and length. (2) All inserts shall be visually inspected after installation ' to ensure that they have been installed perpendicular to the receiving surface and to proper depth. (3) (a) Inspect 10% of all inserts at each level for a tension load of 150% of the manufacturer's recommended allowable working loads in tension. If at any time the number of rejectable inserts exceeds 10% of the number of inserts tested at that level, all inserts at that level shall be tested by the same method and this 100% testing rate shall be continued on all succeeding levels until 10% or less of the inserts tested at a level are found to be, rejectable. Cost of additional testing required by this paragraph shall be borne by the installing contractor. (b) Inspect all remaining inserts for a snug tight condition. Snug tight is defined as the tightness ■' attained by a few impacts of an impact wrench or the full effort of a man using an ordinary spud wrench. If at any time the number of rejectable inserts exceeds 10% 4 of the number of inserts tested at that level, all inserts at that level shall be tested by the same method and this 100% testing rate shall be continued on all succeeding levels until 10% or less of the inserts tested at a level are found to be rejectable. Cost of additional testing required by this paragraph shall be borne by the installing contractor. b. Epoxy- Bonded Inserts: The testing agency shall inspect epoxy - , bonded, drilled -in inserts as follows: (1) The testing agency shall be present at the site to observe the installation of the first 5 inserts placed and for additional observation as directed by the Engineer. Such observation shall be to ensure that drilled holes are of required diameter and depth, holes are properly cleaned prior to installation of the insert and that holes are completely filled with properly mixed epoxy after installation. All inserts shall be visually inspected after installation to ensure that the insert has been installed perpendicular to the receiving surface and to proper depth. Inspect 20% of all inserts for a snug tight condition as defined for self- expanding inserts above If at any time the number of rejectable inserts exceeds 10% of the number of inserts tested, all inserts shall be tested by the same method and this 100% testing rate shall be continued until 10% or less of the inserts tested are found to be rejectable. S &H 9408 05120 -10 Cost of additional testing required by this paragraph shall be borne by the installing contractor. END OF SECTION S &H 9408 05120 -11 SECTION 05310 PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Roof Deck 2. Corrugated Metal Forming 3. Floor Deck STEEL DECK B. Related Sections: 1. Structural Steel: Section 05210 Structural Steel 2. Miscellaneous Metals: Section 05500 Metal Fabrications 1.02 REFERENCES A. Reference Standards: See Section 01091. Comply with following: 1. Steel Deck Institute Design Manual for Composite Decks, Form Decks and Roof Decks. 2. AISI Specification for the Design of Cold- Formed Steel Structural Members, latest edition. 3. AWS D1.3 Structural Welding Code - Sheet Steel. 1.03 SUBMITTALS A. Manufacturer's Data: Submit two copies of manufacturer's specifications and installation instructions for each product specified. Include manufacturer's certification as may be required to show compliance with these specifications. Furnish a copy of each instruction to the installer. B. Shop Drawings: 1. Submit shop drawings as specified under Section 01300. Indicate decking plan, deck profile, dimensions, gage, anchorage. supports projections, openings and reinforcement finishes, applicable details and accessories, type locations and size of welds. 2. All shop drawings shall be original drawings prepared by the subcontractor or supplier and shall not be reproductions of the contract documents. 1.04 QUALITY ASSURANCE A. Welder Qualifications: Welding shall be done only by welding operators currently qualified according to AWS D1.1. B. Manufacturer Qualifications: Regularly engaged in production of metal decking. S &H 9408 05310 -1 C. Erector Qualifications: Minimum of five (5) years experience in erection of metal decking for projects of similar size and difficulty. Subject to approval of Owner. D. Code Approval: All metal decking shall have ICBO Approval. E. Testing Agency: Testing and inspection will be made by an approved testing laboratory selected and paid by the Owner. Contractor shall furnish testing agency access to work, facilities and incidental labor required for testing and inspection. Retention by the Owner of an independent testing agency shall in no way relieve the Contractor of responsibility for performing all work in accordance with the contract requirements. 1.05 DELIVERY, STORAGE AND HANDLING A. General: Comply with Section 01600. 1. Inspection: Inspect metal deck upon delivery to site. Reject and replace any damaged deck. 2. Storage: Store metal deck at site above ground on platforms, skids or other supports with one end elevated for drainage. Cover deck until needed with waterproof covering, vented to prevent condensation. PART 2 - PRODUCTS 2.01 MATERIALS A. Sheet Steel: Minimum yield strength of 33,000 psi, ASTM A611 -84, Grade C. B. Galvanized Sheet Steel: Minimum yield strength of 33,000 psi, ASTM A446 -83, Grade A. C. Composite Deck: 1. Manufacturers: a. Verco W3 Formlok - Verco Manufacturing, Inc. b. Super -Bond - Wheeling Corrugating Co. c. ASCE Pacific. Inc. d. Vulcraft 3VLI e. Accepted substitute in accordance with Section 01600. 2. Gage and Depth: As indicated on drawings. 3. Exterior Finish: Galvanized, ASTM A525 -83, 1.25 oz. Commercial coating. 4. All Other Deck Finish: Phosphatized Top; painted bottom D. Non - Composite Roof Deck: 1. Gage and Depth: As indicated on drawings. 2. Finish: Manufacturer's standard, baked on, rust inhibitive paint applied to chemically cleaned, phosphate coated surface. S &H 9408 05310 -2 13 E. Span Conditions - Deck Units: Continuous over three or more adjacent support spacings if possible. 2.02 FABRICATION A. Form deck units in length to span three or more support spacings with flush, telescoped or nested 2" end laps and nested side laps. 1. Composite Decks: Provide deformations required to structurally bond fill material. 2.03 ACCESSORIES A. Metal Closure Strips: Fabricate of galvanized sheet steel of same quality as deck units. 1. Minimum thickness for roofs, 20 gauge. 2. Minimum thickness for floors, 16 gage. 3. Bend to provide tight fitting closures at open ends and sides of decking. PART 3 - EXECUTION 3.01 EXAMINATION A. Verification of Conditions: Comply with Section 01600: 1. Existing Conditions: Before beginning installation, examine sup- porting members for correct layout. 2. Notification: Notify General Contractor of unsatisfactory condi- tions in writing with copy to Engineer. B. Acceptance: Beginning of work means acceptance of existing conditions by installer. 3.02 ERECTION A. General: Install deck units and accessories in accordance with manu- facturer's recommendations and accepted shop drawings. B. Placing Deck Units: Position deck units on supporting members and adjust to final position with ends bearing on support and accurately aligned end to end before being permanently fastened. 1. Provide roof deck end laps of not less than 2 11 . 2. Do not stretch or contract side lap interlocks. 3. Place deck units flat and square, and secure to adjacent framing without warp or deflection. C. Fastening Deck Units. Unless otherwise indicated on the drawings. Fasten as follows: 1. Roof Decks: Secure to supporting members with 1/2" minimum diameter fusion welds spaced 6 o.c. at end laps and 12" o.c. at intermediate supports. 2. Floor Decks: Secure to supporting members with 3/4" minimum diameter fusion welds spaced 12" o.c. at supports. S &H 9408 05310 -3 3. Other Requirements: For deck lighter than 22 gage, make welds through 14 gage welding washers. a. Weld or mechanically fasten end closures at 48" o.c. b. Weld or mechanically fasten side closures at 36" o.c. c. Fasten side laps between adjacent deck units at intervals not over 30" o.c. for roofs. d. Refer to drawings for additional side lap attachments. D. Cutting and Fitting: Cut and fit deck units and accessories around openings and projections through decking. Make cuts neat, square and trim. Cut openings true to dimensions using metal saws, drills or shears. Do not torch cut. d E. Reinforcement at Openings: 1. Provide reinforcing for openings through metal deck as indicated on drawings. 2. Miscellaneous openings not shown on drawings, such as those required for vents, risers, conduits, etc. shall be cut and reinforced, if necessary, by trade requiring opening. F. Roof Insulation Support: Provide metal closure strips for support of roof insulation adjacent to edges and openings. G. Welding: By shielded arc process. Conform to AWS D1.1. 1. Employ only skilled welding operators. 2. Weld Sizes Indicated on Drawings: Effective fusion diameter. Gross weld size shall be approximately 1/4" greater. H. Touch -up Painting: Touch -up galvanized finishes. 3.03 PROTECTION OF COMPLETED WORK A. Deck Units: 1. Do not use for storage or as working platform until permanently secured in position. 2. Do not damage by use as runway, storage of materials or subsequent work. Do not allow construction loads which exceed safe carrying capacity of deck. 3.04 FIELD QUALITY CONTROL A. Testing: See Sections 01400 and 05120. B. Testing Agency: Will visually inspect deck to verify that material is in acceptable condition and has been properly installed. 1. Inspection: Include deck welds and side lap connections. END OF SECTION S &H 9408 05310 -4 N E SECTION 05400 COLD FORMED METAL FRAMING PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Exterior wall steel studs and other locations where "structural studs" are indicated. 2. Channel tracks and bracing. 3. Metal joist framing. B. Related Sections: 1. Structural Steel: Section 05120 Structural Steel 2. Miscellaneous Metals: Section 05500 Metal Fabrications 3. Drywall Partition Studs: Section 09261 Gypsum Board Partitions and Walls 1.02 REFERENCES A. Reference Standards: See Section 01091. Comply with following: 1. AISI Specifications for the Design of Light Gauge Cold Formed Steel Structural Members, latest edition. 2. AWS D1.3 Structural Welding Code - Sheet Steel. 1.03 SUBMITTALS A. Shop Drawings and Erection Drawings: Submit erection drawings as required by Section 01300 Submittals for all metal stud systems defined on the structural drawings. Indicate all member sizes including special framing at openings. Detail all connections and attachment to supporting structure including connectors, fasteners and accessories. Indicate all welds using standard AWS symbols. B. Product Data: Prior to starting erection of studs, submit copies of manufacturer's specifications covering all materials to be used with all materials and accessories plainly identified. See Section 01300 Submittals. 1.04 QUALITY ASSURANCE A. Erector Qualifications: Minimum three years experience in erection of cold formed metal framing for projects of similar size and difficulty. B. Welder Qualifications: Currently qualified in accordance with AWS D1.1. C. Testing Agency: Testing and inspection will be made by accepted testing laboratory. See Sections 01400 and 05120. S &H 9408 05400 -1 PART 2 - PRODUCTS 2.01 MATERIALS A. Manufacturers: 1. Alabama Metal Industries (AMICO) 2. Dale /Incor 3. Dietrich Industries, Inc. 4. Steel Benders 5. Western Metal Lath Co. 6. American Studco 7. Unimast, Inc. 8. Accepted substitute in accordance with Section 01600 B. Steel Studs, Joists and Related Metal: 1. Provide type and size of structural stud or joist framing members, track, bridging. Fasteners and studs as indicated on drawings and specified in this section. 2. Studs and Joists: As indicated on drawings. a. Provide 18 gage "C" shape if not otherwise indicated. b. Head and Sill Track and Header Members: Unpunched track, same gage as studs or one gage heavier. 3- Stud Bridging: 16 gage channel bridging. 4. Joist Web Stiffeners: 16 gage or heavier angle or channel stiffeners. C. Painted Steel: 1. 12, 14 and 16 Gage Formed Steel Structural Members: ASTM A570 -84a, Grade 50, with minimum yield point of 50 ksi. 2. 18 and 20 Gage Formed Steel Structural Members. Tracks. Bridging and Accessories: ASTM A611 -84, Grade C with minimum yield point of 33 ksi. 3. 14 and 16 Gage Formed Steel Track: ASTM A570 -84a, Grade 33 with minimum yield point of 33 ksi. 4. Finish: FS TT- P -636C rust inhibitive primer. 2.02 FASTENERS A. Self - Drilling, Self- Tapping Screws, Bolts, Nuts and Washers: ASTM A90, hot -dip galvanized. B. Anchorage Devices: Power driven or powder actuated; drilled expansion bolts; screws with sleeves. 2.03 WELDING A A. Welding: Comply with AWS D1.3. No„ B. Welding Electrodes: Conform to SMAW AWS A5.1 or A5.5, E60XX or E70XX. S &H 9408 05400 -2 ow y PART 3 - EXECUTION 3.01 ERECTION A. General: Install framing in accordance with manufacturer's recommen- dations. Framing may be prefabricated into panels at Contractor's option. B. Connections: Welded or screwed. C. Wall Framing: 1. Track: Anchor stud track to concrete as shown on drawings but not less than 3/16" x 1 -1/8" powder- driven fasteners spaced not more than 24 o.c. 2. Studs: Unless otherwise indicated, place studs 16" on center and not more than 2" from abutting walls and at each side of openings. Connect studs to tracks with screws or welding in accordance with drawings and manufacturer's recommendations. Construct corners using minimum of three studs. See Drawings for multiple studs at door, window and sidelite jambs. Install intermediate studs above and below openings to match wall stud spacing. Provide deflection allowance below supported horizontal building framing in ceiling or head track for non - loading- bearing framing. Erect load- bearing studs one piece full length. Splicing or wire tying of framing components is not permitted. Refer to drawings for location of partitions extended to ceiling only and partitions extending through ceiling to structure above. D. Joists: Set floor or ceiling joists parallel and level with end bearing, lateral bracing and bridging in accordance with drawings and manufacturer's recommendations. Weld all joints and connections in accordance with drawings and manufacturer's recommendations. E. Bridging and Diagonal Bracing: Install bridging and bracing of types and in locations indicated on the drawings. Unless otherwise indicated, attach all bridging and diagonal bracing by welding capable of resisting a force of 500 lbs. minimum. F. Miscellaneous Framing and Furring: Provide for special framing at recesses, specialty items and as required. 3.02 FIELD QUALITY CONTROL A. Testing: See Sections 01400 and 05120. B. Testing Agency: Will visually inspect cold formed metal framing to verify that material has been properly installed. 1. Inspection: Visually inspect 100% of welded connections of metal studs supporting masonry. END OF SECTION S &H 9408 05400 -3 SECTION 05500 METAL FABRICATIONS PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Steel railings and guardrails. 2. Handrail brackets and handrails. 3. Steel ladders including elevator pit and roof hatch ladder. 4. Elevator sill support angles. 5. All other miscellaneous angles, channels, tubes and plates as indicated and required. B. Products Furnished but not Installed Under This Section: 1. Anchor bolts and weld plates for anchoring metal fabrications for Section 03100 Concrete Formwork 2. Railing sleeves for Section 03100 Concrete Formwork. C. Related Sections: 1. Structural Steel: Section 05120 Structural Steel 2. Steel Stairs: Section 05510. 1.02 REFERENCES A. Reference Standards: See Section 01091. Comply with following: 1. AISC Code of Standard Practice for Steel Buildings and Bridges, Architecturally Exposed Structural Steel. 2. AWS D1.1 Structural Welding Code - Steel. 1.03 SUBMITTALS A. Shop Drawings: Submit in accordance with Section 01300. 1.04 QUALITY ASSURANCE A. Welder Qualifications: Currently qualified according to AWS D1.1. 1.05 DELIVERY, STORAGE AND HANDLING A. General: Comply with Section 01600. 1. Store metals above ground on platforms, skids, or other supports. Protect steel from corrosion. 2. Store other materials in weathertight and dry place, until ready for use. B. Materials to be Installed by Others: 1. Deliver anchor bolts and other anchorage devices which are embedded in cast -in -place concrete or masonry construction to project site in time to be installed before start of cast -in -place concrete S &H 9408 05500 -1 W operations and masonry work. 66: 2. Provide setting drawings, templates, and directions for installation of anchor bolts and other devices. PART 2 - PRODUCTS 2.01 MATERIALS A. Steel Shapes, Bars and Plates: ASTM A36 -84a. B. Steel Pipe and Tubing: ASTM A53 -84a, A501 -84, or A500 -84, minimum wall thickness 11 gage. C. Shop Paint: 1. Items to Receive Painted Finish: Steel Structures Painting Council Specification SSPC 13. 2.02 STEEL GRATINGS A. Areaway Gratings: I. Acceptable Manufacturers: a. Reliance Steel Products, Co. b. IKG Industries (Irving Grating) c. Approved Substitute 2. Type: Rectangular steel bar type, span as indicated on Drawings. Design by manufacturer to carry 100 psf live load. Bearing Bar Spacing: 1- 3/16" o.c. Cross Bar Spacing: 4 o.c. Paint: Shop primer. 3. Fastening Devices: Universal clips or saddle clips. 4. Supports: Provide support angles under bearing bars if required. 2.03 FABRICATION A. General: 1. Fabricate in accordance with details and accepted shop drawings. 2. Provide miscellaneous items of metal work indicated or as necessary to complete work. 3. Materials: Stock of types and sizes indicated. 4. Make cuts clean and sharp with wire edges ground smooth. Provide straight, rigid, and tight work, free from defects. 5. Close exposed ends of steel pipe or tubing with welded caps. B. Welding: AWS 01.1. Miter and cope intersections and weld all around. Remove splatter, grind exposed welds to blend and contour surfaces to match those adjacent. C. Shop Painting: After fabrication, clean off loose scale, rust, weld slag or flux deposit, oil grease, dirt or other foreign material and shop coat fabricated items with shop paint. S &H 9408 05500 -2 6 D. Substitutions: Where exact sizes and weights called for are not available, secure Architect's acceptance of suitable sizes prior to proceeding. 2.04 FABRICATIONS A. General: Fabricate other metal fabrications as indicated, scheduled or listed in Article 1.01. B. Steel Railings: 1. Material: 1 -1/2" i.d. round pipe unless otherwise indicated. 2. Fabricate to lines, levels and patterns as indicated. 3. Joints: Cut, miter and weld all joints. Fill and grind smooth. 4. Insert into steel sleeves or epoxy mortar at Contractor's option. C. Steel Ladders: 1. Comply with ANSI 14.3. 2. Provide 1/2" x 2 -1/2" continuous structural steel flat bar side rails with eased edges spaced 18" apart. Provide 3/4" diameter solid structural steel bar rungs with non -slip finish, spaced 12" o.c. Fit rungs in centerline of side rails, plug weld and grind smooth on outer rail faces. 3. Support ladder at top and bottom and at intermediate points not over 5' o.c. with welded steel brackets with minimum of 7 clearance from wall to centerline of rungs. Extend rails 42" above top rung or maximum surrounding structure allows and return rails to wall. Provide fasteners appropriate to substrate. PART 3 - EXECUTION 3.01 INSTALLATION A. General: Weld or bolt items securely in place or otherwise fasten as indicated on the drawings or accepted shop drawings. Include items indicated, scheduled or listed in Article 1.01. 1. Field Welds: Grind smooth and touch up with red primer. END OF SECTION S &H 9408 05500 -3 SECTION 05510 METAL STAIRS PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Pan tread channel stringer stairs B. Related Sections: 1. Concrete Pan Fill: Section 03300 Cast -In -Place Concrete. 2. Miscellaneous Metals: Section 05500 Metal Fabrications. 1.02 REFERENCES A. Reference Standards. See Section 01091. Comply with following: 1. Steel: AISC Code of Standard Practice for Steel Buildings and Bridges, Architecturally Exposed Structural Steel. 2. Welding: AWS 01.1 Structural Welding Code - Steel. 3. Stairways: Standard construction details of "Metal Stairs Manual" of the National Association of Architectural Metal ManufaCturers, January, 1982. 1.03 SYSTEM DESCRIPTION A. Design Criteria: 1. Steel Stairs: Capable of carrying indicated liveloads. 2. Stair Fabricator: Responsible for structural design of members as required to carry live and dead loads. 3. Structural Calculations: Available to Architect on request. 1.04 SUBMITTALS A. Shop Drawings: Submit in accordance with Section 01300. 1.05 QUALITY ASSURANCE A. Welder Qualifications: Currently qualified according to AWS D1.1. 1.06 DELIVERY, STORAGE AND HANDLING A. General: Comply with Section 01600. B. Materials to be Installed by Others: 1. Deliver anchor bolts and other anchorage devices which are embedded in cast -in -place concrete or masonry construction to project site in time to be installed before start of cast -in -place concrete operations and masonry work. 2. Provide setting drawings, templates, and directions for installation of anchor bolts and other devices. S &H 9408 05510 -1 N C. Delivery and Storage: 1. Store metals above ground on platforms, skids, or other supports. Protect steel from corrosion. 2. Store other materials in weathertight and dry place, until ready for use. PART 2 - PRODUCTS 2.01 MATERIALS A. General: Comply with Section 05500. 2.02 STEEL STAIRS A. Pan Tread Channel Stringer Stairs and Ships Ladders: Shop fabricated. 1. Design Criteria: Engineered by the fabricator to carry 100 psf liveload. 2. Reference Standard: Construct in conformity with standard con- struction details of Metal Stairs Manual, National Association of Architectural Metal Manufacturers, January 1982 edition. 3. Stair Components: Stair runs and platforms as indicated. 4. Tread and Platform Pans: 10 gage steel. 2.5 lb. minimum self furring lath tack welded to pans immediately before concrete fill is placed. 5. Risers: 10 ga steel closed type. 6. Concrete Fill: See Section 03300. 7. Handrails: As indicated and in compliance with Section 05500. 2.03 PAINTING A. Materials: Tnemec 10 -99. No substitutes. B. Preparation: Steel Structures Painting Council SSPC -SP3 Power Tool Cleaning. C. Shop Painting: Spray apply to uniform dry film thickness of 2.0 -3.0 mils, free of runs, sags or other defects. Omit shop primer within 2" of field welded connections, compression joint surfaces, steel embedded in concrete and steel to be covered by spray on fireproofing. D. Field Painting: Following grinding of field welded connections to exposed steel work, field apply primer of same type and thickness as shop primer. Touch up all primer removed or damaged during erection. PART 3 - EXECUTION 3.01 INSTALLATION A. General: Weld or bolt items securely in place or otherwise fasten as indicated on the drawings or accepted Shop Drawings. 1. Field Welds: Grind smooth and touch up with red primer. S &H 9408 05510 -2 d B. Stairs: Install in accordance with fabricator's recommendations. END OF SECTION S &H 9408 05510 -3 DIVISION 6 WOOD AND PLASTICS SECTION 06100 ROUGH CARPENTRY PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Roofing and flashing blocking. 2. Partition blocking. 3. Miscellaneous blocking and supports. 4. Plywood roof sheathing. 5. Rough hardware. B. Related Sections: 1. Finish Carpentry: Section 06200. 2. Mechanical and Electrical Blockouts: Division 15 Mechanical and Division 16 Electrical. 1.02 REFERENCES A. Reference Standards: See Section 01091. Comply with following: 1. Wood Framing: Uniform Building Code and "National Design Specification for Wood Construction ", 1986 edition, as published by National Forest Products Association. 2. Lumber: Standard Grading Rules for Western Lumber, latest edition, published by Western Wood Products Association. a. Each Piece of Lumber: Grade stamped. 3. Plywood: U.S. Product Standard PS 1 -83 for Softwood Plywood/ Construction and Industrial. a. Each Panel: Identified with grade trademark of American Plywood Association (APA). 1.03 DELIVERY, STORAGE AND HANDLING A. General: Comply with Section 01600. Store material off ground and cover with waterproofing covering. PART 2 - PRODUCTS 2.01 MATERIALS A. Rough Hardware: Provide necessary bolts, screws, nails, clips, plates, straps, hangers, etc. (with the exception of items embedded in concrete) necessary for completion of rough carpentry. Provide correct material of proper size and strength for purpose intended conforming to specifications, drawings and applicable building codes. S &H 9408 06100 -1 B. Anchor Bolts: Furnish Anchors to be built into concrete for anchorage of wood. C. Blocking: Douglas Fir -Larch Standard Grade or Better. 1. Blocking in Contact with Roofing Membrane: Pressure treated with wood salt preservative. Use Koppers Wolmanized pressure- treated wood or other similar material. Pentachlorophenol or creosote is not acceptable. 2. Seasoning (Up to Two Inches): 19% or less moisture content. 3. Interior Blocking: Fire retardant treated with chloride salts. D. Plywood: APA C -D standard with exterior glue. 1. Thickness and Span Rating: As indicated on drawings. 2. Roof Sheathing: Fire retardant treated. 2.02 METAL FRAMING ANCHORS A. Manufacturers: - % 6, 1. Timber Engineering Co. 2. Simpson Co. 3. Accepted substitute in accordance with Section 01600. B. General: Provide with nails and bolts according to manufacturer's requirements. 1. Types: As indicated on drawings. PART 3 - EXECUTION 3.01 EXAMINATION A. Verification of Conditions: Verify that surfaces to receive rough carpentry are prepared to required grades and dimensions. 3.02 INSTALLATION A. General: 1. Perform in substantial manner consistent with accepted standards of carpentry trade. 2. Framing: Erect plumb, level and true and rigidly anchor in place. Cut framing square on bearings, closely fit, accurately set to required lines and levels. 3. Metal Framing Anchors: Install where required for proper connec- tions in accordance with manufacturer's recommendations. B. Anchor Bolts: Deliver anchor bolts and other anchorage devices which are embedded in cast -in -place concrete to project site in time to be installed before start of cast -in -place concrete operations. C. Anchors: Unless otherwise indicated, bolt plates firmly to concrete with 3/8" x 12" (3" horizontal leg) anchor bolts, 2' -0" o.c. or use ramset or equal, powder- actuated fastening system. 1. Size and Spacing: Accepted by Engineer. S &H 9408 06100 -2 D. Sheathing: Install plywood panels with face grain perpendicular to supports with end joints supported. Stagger ends of adjacent sheets four feet where possible. 1. Secure according to UBC and APA recommendations. 3.03 BLOCKING A. Blocking: - 1. Install blocking of size required for support of toilet and bath accessories, hardware, cabinets, shelving, counters and other wall - mounted items. 2. Set true to line, level or plumb well secured in stud wall and flush with back of drywall or other wall finish. B. Roof Blocking: Anchor at 3 feet o.c. to resist force of 75 lbs. per lineal foot. END OF SECTION S &H 9408 06100 -3 SECTION 06116 GYPSUM SHEATHING PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Gypsum sheathing on exterior walls. B. Related Sections: 1. Exterior Wall Steel studs: Section 05400 Gold Formed Metal Framing. 2. Interior Gypsum Board: Section 09261 Gypsum Board Partitions Walls. 1.02 SUBMITTALS A. Product Data: Submit in accordance with Section 01300. PART 2 - PRODUCTS 2.01 GYPSUM SHEATHING A. Manufacturers: 1. Georgia- Pacific 2. Accepted Substitute in accordance with Section 01600 B. Sheathing Panels: 5/8" Thick Georgia- Pacific Dens -Glass Gold Firestop, Type X Gypsum sheathing, 4' wide x [8 [ [ 10'] length. C. Fasteners: USG Type "S" drywall screws or equal. PART 3 - EXECUTION 3.01 EXAMINATION A. Verification of Conditions: Comply with Section 01600: 1. Existing Conditions: Examine framing to receive sheathing before beginning installation. 2. Notification: Notify General Contractor of unsatisfactory conditions in writing with copy to Architect. B. Acceptance: Beginning of work means acceptance of existing conditions by installer. 3.02 INSTALLATION A. Gypsum Sheathing: Apply gypsum sheathing panels of maximum practical length with long dimensions at right angles to studs. 1. Secure with drywall screws spaced 12" o.c. in the field of board and 8 o.c. along abutting edges. 2. End Joints: Occur over supports with end joints staggered. S &H 9408 06116 -1 r w 3. Properly support panels around cutouts and openings. 4. Joint finishing is not required. END OF SECTION S &H 9408 06116 -2 �A 8 SECTION 06200 FINISH CARPENTRY PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Interior: a. Wood trim. b. Wood rail. 2. Exterior: a. Wood trim and facia. b. Wood soffit. c. Deck railings. d. Shutters B. Related Sections: 1. Blocking: Section 06100 Rough Carpentry. 2. Wood Doors: Section 08210 Wood Doors. 3. Finish: Section 09900 Painting. 4. Wood Door and Window Frames: Section 06275. 1.02 REFERENCES A. Reference Standards: See Section 01091. Comply with following: 1. "Architectural Woodwork Quality Standards and Guide Specifications ", 1994 edition, as published by the Architectural Woodwork Institute. a. Comply with Custom Grade if not otherwise specified. 1.03 DEFINITIONS A. Finish Carpentry: Woodwork requiring smooth finish and exposed to view but not considered as cabinets or casework. 1.04 SUBMITTALS A. Shop Drawings: Submit in accordance with Section 01300 Submittals. 1. Include conformance to required reference standard. 1.05 DELIVERY, STORAGE AND HANDLING A. General: Comply with Section 01600. 1. Do not deliver material until building or storage area is enclosed and sufficiently dry to prevent damage from excessive changes in moisture content. S &H 9408 06200 -1 e PART 2 - PRODUCTS 2.01 INTERIOR MATERIALS A. Trim and Railing Material: Poplar 1. Grade: C Select or Better. 2. Moisture Content: 15% or less. 2.02 EXTERIOR MATERIALS A. Facia and Trim Material: Western red cedar, B Grade and Better smooth surface. B. Soffit Boards: Western red cedar, A Grade and Better 1. Size and Shape: 3/4" x 6 T &G V- groove, smooth finish. C. Siding: Western Red Cedar, B Grade and Better 1. Size and Shape: 3/4 x 6 T &G V- Groove, resawn. D. Deck Railings: 1. Top rail, and Bottom Rail: Western Red Cedar, A Grade and Better, smooth finish. 2. Balluster Boards; Western Red Cedar, Clear Heart, smooth cut to decorative pattern as indicated. E. Wood Shutters: Western Red Cedar, Clear Heart, smooth. PART 3 - EXECUTION 3.01 EXAMINATION A. Verification of Conditions: Comply with Section 01600: 1. Layout: Verify layout of work before beginning installation. 2. Blocking: Ensure proper blocking provided under Section 06100. 3. Existing Conditions: Examine substrate before beginning installation. 4. Notification: Notify General Contractor of unsatisfactory con- ditions in writing with copy to Architect. B. Acceptance: Beginning of work means acceptance of existing conditions by installer. 3.02 INTERIOR MATERIALS INSTALLATION A. General: All installations AWI Custom Grade unless otherwise specified. B. Interior Finish: AWI Custom Grade: 1. Lengths: Wherever possible, provide single piece for each length of finish. Butt joints not allowed except for long pieces or room molds which may be in two or more sections. When butt joints are necessary, bevel joints. S &H 9408 06200 -2 0 0 E 2. General; Install interior finish level, plumb and true. 3. Securing: Tightly secure to bracing with nails, screws, glue, etc. Blind nail wherever possible. Where surface nailing is necessary, use finish nails carefully set with nail punch. 4. Trim Finishing Against Walls or Ceiling: Mill with extra width and scribe to wall or ceiling at job. 5. Edges: Except where molded, mill trim with perfectly square edges. After erection. slightly round exposed edges by sanding as directed. 6. Interior Finish: Hand smooth ready for finish under Section 09900 free from machine or tool marks or any roughness. 7. Replacement: Replace any interior finish bearing hammer marks, splits, cracks, mars or defects of any nature. 3.03 EXTERIOR MATERIALS INSTALLATION A. General: AWI Custom Grade unless otherwise specified. B. Exterior Trim: Wherever possible, provide each length of finish in single piece. Face nail into framing using aluminum casing nails. Drive flush but do not set. C. Soffit Boards and Siding: Blind nail and apply trim as indicated. Exposed fasteners not allowed. D. Deck Railings and Shutters: Install as indicated on Drawings. END OF SECTION S &H 9408 06200 -3 SECTION 06275 WOOD DOOR AND WINDOW FRAMES PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Exterior wood door frames 2. Interior wood door frames 3. Related windows, side lights and transoms B. Related Sections: 1. Wood Doors: Section 08210 2. Door Hardware: Section 08710 3. Finish: Section 09900 Painting 4. Wood Trim: Section 06200 Finish Carpentry 5. Glazing: Section 08800 6. Metal Clad Wood Door Frames: Sections 08225 and 08312 7. Fire Rated Wood door Frames: Section 08230 Packaged Wood door Frames 1.02 REFERENCES A. Reference Standards: See Section 01091. Comply with following: 1. "Architectural Woodwork Quality Standards and Guide Specifications ", 1994 edition, as published by the Architectural Woodwork Institute. 1.03 SUBMITTALS A. Shop Drawings: Submit in accordance with Section 01300 Submittals. 1. Include conformance to required reference standard. B. Samples: Submit V-0 long sample of each type and species of wood frame for approval before fabrication. 1.04 DELIVERY, STORAGE AND HANDLING A. General: Comply with Section 01600. 1. Do not deliver material until building or storage area is enclosed and sufficiently dry to prevent damage from excessive changes in moisture content. PART 2 - PRODUCTS 2.01 EXTERIOR WOOD DOOR AND WINDOW FRAMES A. Species: Superior finish grade Douglas fir or clear western ponderosa pine. S &H 9408 06275 -1 LA B. Construction: AWI Premium Grade. Plant assembled with corners dadoed and glued. Finger jointing is not acceptable. Provide temporary ow shipping braces. C. Windows, Sidelights and Transoms: Temporarily install glazing stops. 2.02 INTERIOR WOOD DOOR AND WINDOW FRAMES A. Species: Birch or ponderosa pine. B. Construction: AWI Premium Grade. Plant assembled with corners dadoed and glued. Finger jointing is not acceptable. Provide temporary shipping braces. C. Windows, Sidelights and Transoms: Temporarily install glazing stops. PART 3 - EXECUTION 3.01 EXAMINATION A. All openings for wood frames shall be prepared by others to the proper sire, plumb, square and level before installation of frames is started. B. Verification of Conditions: Comply with Section 01600: 1. Layout: Verify layout of work before beginning installation. 2. Existing Conditions: Examine openings before beginning installation. 3. - Notification: Notify General Contractor of unsatisfactory con- ditions in writing with a copy to Architect. 4. Acceptance: Beginning of work means acceptance of existing con- ditions by installer. 3.02 FRAME INSTALLATION A. General: Comply with AWI Premium Grade. B. Installation: 1. Frames: Install square and plumb in the opening, wedge and nail with finish nails. 2. Trim: See Section 06200 for trim installation. END OF SECTION S &H 9408 06215 -2 d DIVISION 7 - THERMAL AND MOISTURE PROTECTION SECTION 07113 MODIFIED BITUMINOUS SHEET MEMBRANE WATERPROOFING PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: Membrane waterproofing at the following locations: 1. Outside face of all new cast -in -place concrete foundation walls and elevator pit walls. Lap over vertical face of footing, cover horizontal face of footing and extended up exterior face of wall to 6" below finish grade or intersection with floor slab above. 2. Under all sheet metal roofing. Cover all surfaces including ridges and valleys and extend 1' -0" minimum up all adjacent vertical surfaces (behind finishes). 3. Walls and floors of all interior and exterior planters. 8. Elsewhere as indicated on the drawings. B. Related Sections: 1. Foundation Drainage System: Section 02711. 2. Concrete Walls: Section 03300 Cast -In -Place Concrete. 3. Dampproofing: Section 07160 Bituminous Dampproofing. 4. Perimeter Insulation: Section 07210 Building Insulation. 1.02 SUBMITTALS A. Product Data: Submit in accordance with Section 01300. B. Quality Control Submittals: 1. Certificates: Submit manufacturer's written certification that applicator is approved by manufacturer. 2. Manufacturer's Instructions: Submit in accordance with Section 01600. 1.03 QUALITY ASSURANCE A. Applicator: Company specializing in waterproofing. 1. Applicator: Manufacturer approved. 2. Experience: Continuously applied waterproofing in State of Colorado for three years. 1.04 DELIVERY, STORAGE AND HANDLING A. Do not deliver materials to the site until ready for use. Deliver bonding adhesive and lap sealant in manufacturer's original unopened containers. S &H 9408 07113 -1 f B. Manufacturer's Recommendations: Comply with the following: 1. Store membrane no more than two pallets high off the ground. Provide cover on top and sides, allowing for adequate ventilation. 2. Store primer, mastic, protection board adhesive and liquid membrane in a dry area away from high heat, flames or spark. 3. Store protection board flat and off the ground, preferably on a wood platform. Provide tarpaulin cover on top and sides. 4. Store only as much material at point of use as required for each day's work. 1.05 PROJECT CONDITIONS A. Environmental Requirements: Do not install membrane waterproofing when " air and surface temperature is below 40° F unless manufacturer's recommended special materials and methods are used. B. Existing Conditions: I. Concrete: Cured minimum of seven days and dry. 1.06 WARRANTY A. Warranty: Provide two year written warranty covering material and installation in accordance with Section 01700. 1. Warranty: Include watertight condition. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Self- Adhered Modified Bitumen Membrane: 1. W.R. Grace & Co., Bituthene System. 2. W.R. Meadows Sealtight, Melnar. 3. Polyken 640/660 4. Protecto -Wrap, Jiffy -Seal 140/55. 5. Approved substitute in accordance with Section 01600. 2.02 MATERIALS A. Self- Adhered Modified Bitumen Waterproofing: 1. Membrane: a. W.R. Grace Bituthene 3000 waterproofing membrane or approved substitute by acceptable manufacturer. b. Material: Composite laminated sheet of polyethylene film coated on one side with a factory applied rubberized asphalt and on other side with a removable protective release paper. c. Thickness: 60 mils minimum. 2. Primer and Mastic: Manufacturer recommended. 3. Protection Board: Bituthene PB -3000 protection board or approved substitute. S &H 9408 07113 -2 B. Self- Adhered Modified Bitumen Roof Membrane: 1. Membrane: a. W.R. Grace Ice and Water Shield or approved substitute by acceptable manufacturer. b. Material: Composite laminated sheet of polyethylene film coated on one side with a factory applied rubberized asphalt and on other side with a removable protective release paper. c. Thickness: 40 mils minimum. 2. Primer: Manufacturer recommended. PART 3 - EXECUTION 3.01 EXAMINATION A. Verification of Conditions: Comply with Section 01600: 1. Existing Conditions: Examine substrate before beginning installation. 2. Surfaces: Verify substrate is smooth, free of major defects, cured and dry. 3. Floors: Cured with clear resin based curing compounds not con- taining oil, wax or pigment. 4. Notification: Notify General Contractor of unsatisfactory con- ditions in writing with copy to Architect. B. Acceptance: Beginning of work means acceptance of existing conditions by installer. 3.02 PREPARATION A. Surface Preparation: Remove projections, concrete splatter, general surface dirt and other foreign materials to leave surfaces in clean condition suitable for application of membrane. 1. Cleaning: Clean surfaces with high pressure air to remove dust, loose stones and debris. 2. Patching: Patch holes and grossly irregular surfaces with Portland cement grout, concrete or epoxy grout. 3.03 INSTALLATION A. General: Apply in accordance with manufacturer's recommendations. B. Priming: 1. Prime surface with Bituthene Primer at coverage of 250 to 350 sq. ft. per gallon. Apply with lambswool roller. 2. Prime only area to be covered with membrane in one working day. 3. Allow primer to dry one hour or until tack free. 4. Reprime areas not covered with membrane within 24 hours. C. Corners: 1. Outside Corners: Double cover outside corners with initial strip of sheet membrane 11" minimum width centered on axis of corner. a. Completely cover this strip by regular application of sheet S &H 9408 07113 -3 membrane. b. Outside Corners: Free of sharp edges. Inspect surfaces adjacent to corners and repair if necessary to provide smooth dense surface. 2. Inside Corners: Provide fillet formed with epoxy mortar or latex modified cement mortar and double coverage of membrane. Do not use fiber or wood cant strips. a. Alternate Method: Form fillet with liquid membrane Bituthene LM -3000 and apply layer of sheet membrane. 3. Apply Elastomeric Mastic - Bituthene EM -3000 over membrane seams within 12" of corners. D. Roof Application: 1. Apply membrane from low points to high points across fall line so that laps shed water. Stagger end laps. 2. Roll entire membrane firmly and completely as soon as possible with linoleum roller or standard water - filled garden roller less than 30" wide. Protect face of roller with resilient material such as 1/2" plastic foam or two wraps of indoor - outdoor carpet. 3. Seal end laps and T- joints at end of each work day. 4. Apply double thickness of membrane over properly sealed expansion, construction and control joints. E. Drains and Protrusions: M 1. Projections: Apply double layer of membrane around projections at least 6 in all directions and seal terminations with EM -3000. 2. Drains: Apply double layer of membrane around drains and place bead of EM -3000 between top layer and clamping rings and at terminations. F. Terminations: Terminate by pressing very firmly to wall and finish with trowelled bead of Elastomeric Mastic Bituthene EM -3000. G. Sealing Seams: 1. Overlap seams at least 2 -1/2 Apply succeeding sheet with minimum 2 -1/2" overlap and roll entire membrane firmly and completely as soon as possible to minimize bubbles caused by outgassing of air or water vapor from concrete. 2. Fishmouths: Slit and overlap flaps, repair with patch, press or roll to make seal, and seal edges of patch with trowelled bead of Elastomeric Mastic Bituthene EM -3000. 3. Misaligned or Inadequately Lapped Seams: Patch with sheet membrane. 4. Seal laps within 12" of corner details with troweling of EM -3000. 5. For vertical applications, use heavy hand pressure and seam roller on laps. 3.04 PROTECTION A. Protection Board: Completely cover waterproofing. Apply with manu- facturer recommended adhesive. Omit protection board where membrane is covered with foundation insulation or drainage mat. END OF SECTION S &H 9408 07113 -4 I SECTION 07160 BITUMINOUS DAMPPROOFING PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Dampproofing on backfill side of all exterior concrete retaining walls. Extend dampproofing from bottom of wall to 6 below finish grade. B. Related Sections: 1. Backfilling: Section 02200 Earthwork. 2. Waterproofing: Section 07113 Modified Bituminous Sheet Membrane Waterproofing. 1.02 DELIVERY, STORAGE AND HANDLING A. General: Comply with Section 01600. Deliver in manufacturer's original unopened containers and store at a temperature of 50° F. 1.03 PROJECT CONDITIONS A. Environmental Conditions: Do not apply if air temperature or surface temperature is below 40° F. PART 2 - PRODUCTS 2.01 DAMPPROOFING A. Products: 1. Karnak No. 100 2. Sonneborn - Contech Hydrocide 600 3. Accepted substitute in accordance with Section 01600. B. Primer: ASTM D41 -78 C. Mastic: Heavy bodied bituminous compound. PART 3 - EXECUTION 3.01 EXAMINATION A. Verification of Conditions: Comply with Section 01600. 1. Existing Conditions: Examine substrate before beginning installation. 2. Surfaces: Verify substrate is smooth, free of major defects, cured and dry. S &H 9408 07160 -1 v 3. Notification: Notify General Contractor of unsatisfactory con- ditions by applicator. B. Acceptance: Beginning of work means acceptance of existing conditions by applicator. 3.02 PREPARATION A. Surfaces to be Dampproofed: Clean and smooth. Brush down surfaces to remove loose scale, fins, dust, etc. 1. Prime surface and fill holes with mastic. 2. Penetrations Such as Pipes: Waterproof as follows: a. Pack space between pipe and pipe sleeve with mineral wool to within 1" of face of wall. b. Fill 1 space with mastic. c. Place fiberglass membrane over opening and embed in suitable coating. Carefully cut to fit around pipe and extend at least 6 onto solid material. d. Trowel coat over membrane patch with dampproofing. 3. Construction and Expansion Joints: a. Apply heavy coating of dampproofing. b. Follow with two plies of waterproof fiberglass membrane extended 6" each side of joint with pronounced buckle or wrinkle in membrane over joint to permit movement without breaking membrane. c. Follow with two heavy coats of dampproofing. 3.03 APPLICATION A. Brush or spray two coats of dampproofing at rates and by methods as recommended by manufacturer to provide uninterrupted and impervious seal. Allow first coat to dry before applying second coat. 3.04 FIELD QUALITY CONTROL A. Review: Provide ample notice for Architect to review completed installation before covering. END OF SECTION S &H 9408 07160 -2 PW 6, SECTION 07195 AIR INFILTRATION BARRIER PART 1 - PART GENERAL 1.01 SUMMARY A. Section Includes: 1. Continuous air infiltration barrier over gypsum sheathing at all areas behind wood siding. 1.02 SUBMITTALS A. Product Data: Submit to the Architect copies of manufacturer's specifications covering all materials and accessories. 1.03 QUALITY ASSURANCE A. Contractor Qualification: Applicator shall have a minimum of tow years experience on equivalent projects. 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING A. General: Comply with Section 01600. Deliver in original unopened manufacturer's containers with labels intact. Store in way protect from damage and keep dry. 1.05 SEQUENCING /SCHEDULING A. Install air infiltration barrier prior to installation of stone veneer wall ties. PART 2 - PRODUCTS A. Acceptable Manufacturer: 1. DuPont Construction Products 2. Accepted substitute in accordance with Section 01600. B. Description: DuPont Tyvek Housewrap Polyethylene reinforced Olefin Fabric. C. Joint Tape: As recommended by the manufacturer. D. Fasteners: 1. At Steel Studs: Screws with washers. 2. At Wood Door and Window Frames: Staples. S &H 9408 07195 -1 PART 3 - EXECUTION 3.01 EXAMINATION A. Verification of Conditions: Examine substrate prior to beginning application to assure that previous work is free from conditions that will adversely affect the execution and quality of work. Do not start work until unsatisfactory conditions are corrected. 3.02 INSTALLATION A. Install sheets horizontally in shingle fashion. Staple to wood framing. Screw through gypsum sheathing into steel framing. Lap all joints as recommended by manufacturer and cut tight around all penetrations. B. Tape all joints and edges and around all penetrations to form a leak free barrier. END OF SECTION S &H 9408 07195 -2 SECTION 07210 BUILDING INSULATION PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Rigid Insulation at Foundation Perimeter as indicated 2. Blanket Insulation as indicated. B. Related Sections: 1. Exterior Insulation and Finish System: Section 07240. 2. Roof Insulation: Section 07510 Built -up Bituminous Roofing. 3. Sound Insulation in Partitions: Section 09261 Gypsum Board Partitions and Walls. 1.02 DELIVERY, STORAGE AND HANDLING A. General: Comply with Section 01600. Store insulation under cover to prevent weather damage. PART 2 - PRODUCTS 2.01 RIGID INSULATION A. Foundation Insulation: ASTM EPDM -85, Type IV Rigid Extruded Polystyrene Insulation: 1. Products: a. Dow Styrofoam SM b. UC Industries Foamular 250 c. DiversiFoam Products CertiFoam d. Accepted substitute in accordance with Section 01600. 2. Thickness: 1 -1/2" 3. Adhesive: As recommended by manufacturer. 2.02 BLANKET INSULATION A. Manufacturers: 1. Owens- Corning 2. Manville Corporation 3. CertainTeed Corp. 4. Accepted substitute in accordance with Section 01600. B. Insulation: Fiberglass blankets. 1. Thickness and R- Value: a. Walls -6: R -19 b. Roofs, ceilings or floors exposed to weather. R -30 2. Width: As required to fit framing. S &H 9408 07210 -1 3. Facing: Foil faced with flame spread rating of 25 or less in accordance with ASTM E84 -84. PART 3 - EXECUTION 3.01 EXAMINATION A. Verification of Conditions: Comply with Section 01600: 1. Existing Conditions: Examine before beginning installation. 2. Notification: Notify General Contractor of unsatisfactory condi- tions in writing with copy to Architect. B. Acceptance: Beginning of work means acceptance of existing conditions by installer. 3.02 INSTALLATION A. Rigid Insulation: Install insulation board in as large sections as possible in order to minimize joints. Apply board to backing using adhesive methods recommended by manufacturer. B. Blanket or Batt Insulation: Install insulation according to manufac- turer's recommendations. Fit tight to adjoining work and adjoining insulation so that completely tight enclosure free from open joints, holes, cracks and voids is achieved. Attach insulation in place in manner insuring stability and to eliminate sagging. 1. Faced Blankets: Secure flanges to framing for leak free barrier. END OF SECTION y S &N 9408 07210 -2m i SECTION 07240 EXTERIOR INSULATION AND FINISH SYSTEM PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Insulation and finish system as indicated. 2. Finish system only at cast -in -place concrete. B. Related Sections: 1. Gypsum Sheathing: Section 06116. 2. Calking: Section 07900 Joint Sealers. 1.02 SUBMITTALS A. Product Data: Submit in accordance with Section 01300. Include manufacturer's specifications and application instructions. B. Samples: Submit 2'x 2' samples of each type of color and texture for acceptance in accordance with Section 01300. 1. Finish: Lace (Light Trowel) C. Quality Control Submittals: 1. Certified Craftsmanship Certificate: The lathing and plastering contractor shall notify the Mountain States Bureau for Lath, Plaster, And Drywall, Inc. 1181 S. Huron, Denver, Colorado, before starting work and shall, upon completion, furnish a "Certified Craftsmanship Certificate" as issued by the Bureau to the Contractor for transmittal to the Architect. 1.03 QUALITY ASSURANCE A. Applicator Qualifications: Factory approved and trained. 1.04 DELIVERY, STORAGE AND HANDLING A. General: Comply with Section 01600. 1. Delivery: Deliver materials in original unopened containers and store off ground and under cover. 2. Storage: Store at temperatures not less than 40 °F. 3. Storage: Protect metal accessories from rusting during storage. 4. Rusted and water damaged materials subject to rejection. 1.05 PROJECT CONDITIONS A. Environmental Requirements: 1. Cold Weather Protection: a. Do not apply materials to surfaces frozen or containing frost. S &H 9408 07240 -1 5 Do not use frozen materials. b. If artificial heat is used, locate heater to prevent concen- tration of heat or fumes on finish surface. c. Do not apply if ambient temperature is less than 40 °F. Maintain this temperature 48 hours prior to application, during application, and for 24 hours after application. d. Provide temporary heat and enclosure if necessary. 2. Hot Weather Protection: Protect against uneven or excessive evaporation during dry hot weather and from strong blasts of dry air, either natural or artificial. PART 2 - PRODUCTS 2.01 SYNTHETIC STUCCO SYSTEM A. Acceptable Manufacturers: 1. Dryvit System, Inc. (Dryvit) 2. El Rey Stucco Co., Inc. (Insul- Flex /Perma -Flex) 3. Sto Industries, Inc. (STO) 4. Thoro System Products (Thor 0 Wall) 5. Accepted Substitute B. System: Dryvit Outsulation or equal of other acceptable manufacturer. 2.02 MATERIALS A. Adhesive: Dryvit Primus /Adhesive. B. Insulation Board: 1. Type: Expanded polystyrene. 2. Flame Spread: Less than 25. 3. Average Density: 1.0 lbs. /cu. ft. 4. Insulating Value: K of 0.23 per inch. 5. Thickness: As indicated on drawings. 6. Insulation Manufacturer: Approved by system manufacturer. C. Reinforcing Mesh: 1. Up to Next Above Grade: Dryvit Panzer Reinforcing Mesh. 2. Other Locations: Dryvit Standard Reinforcing Mesh. D. Finish: Dryvit acrylic based factory mixed coating with integral color and texture. Maximum of two colors required. E. Cement: ASTM C150 -85 Portland cement Type I. F. Water: Clear and potable. G. Sealer: Dryvit 601 or equal of other acceptable manufacturer. H. Parging Coat: 1 part Portland cement to 2 parts clean sand. 5 S &H 9408 07240 -2 I. Bonding Agent: Larsen's Plasterweld or equal. PART 3 - EXECUTION 3.01 EXAMINATION A. Verification of Conditions: Comply with Section 01600: 1. Existing Conditions: Examine substrate before beginning installation. 2. Notification: Notify General Contractor of unsatisfactory condi- tions in writing with copy to Architect. B. Acceptance: Beginning of work means acceptance of existing conditions by applicator. 3.02 PREPARATION A. Protection: Provide drapes, drop cloths and other protection required to protect adjacent surfaces from damage during finish operations. B. Concrete Substrate: All concrete surfaces to receive finish system shall be sacked to provide an even, uniform surface prior to application of finish coat. Where uneven surfaces occur, apply bonding agent and skim coat of parging material prior to finishing. At joints in concrete or where adjacent to dissimilar substrate, provide reinforcing mesh over joint prior to finishing. 3.03 INSTALLATION A. General: Install insulation, reinforcing mesh, and finish coat in accordance with manufacturer's recommendations. B. Insulation: Install insulation with adhesive in running bond with joints staggered and interlocked at corners. Align edges to produce flat surfaces. Let dry 24 hours. Sand high areas to produce flat surfaces. C. Base Coat: Apply 1/16" coat of adhesive and immediately embed reinforcing mesh into wet adhesive and smooth surface until mesh is not visible. Wrap all exposed edges. Lap mesh edges 2 -1/2 Allow to dry 24 hours. 1. Provide Panzer mesh up to next level above grade. D. Finish Coat: Apply with clean stainless trowel in continuous operation without cold joints in color and texture to match accepted sample. 1. Form to special shapes and lines as indicated. E. Sealer: Seal system at site walls. S &H 9408 07240 -3 3.04 CLEANING A. Cleaning: Clean adjacent surfaces splattered with synthetic plaster. END OF SECTION 0 S &H 9408 07240 -4 SECTION 07270 PART 1 - GENERAL 1.01 SUMMARY FIRESTOPPING A. Section Includes: 1. Firestopping and Smokeseals as indicated on the Drawings as well as the following areas: a. All openings in fire -rated floors and walls both empty and those accommodating penetrating items such as cables, conduits, pipes, ducts, etc. b. Openings at each floor level in shafts or stairwells. B. Related Sections: 1. Cast -In -Place Concrete: Section 03300. 2. Gypsum Drywall Partitions and Ceilings: Sections 09261 and 09262. 3. Joint Sealers: Section 07900. 4. Mechanical and Electrical Work: Division 15 and 16. 1.02 SYSTEM DESCRIPTION A. Types of firestop to be used for each condition shall be the responsibility of the installer and shall comply with all specified regulatory requirements. Firestop materials in exposed areas shall be compatible with specified finishes. 1.03 SUBMITTALS A. Product Data: Submit Manufacturer's printed product data indicating product characteristics, performance and limiting criteria for each product proposed for use. B. Installation Instructions: Submit Manufacturer's installation instructions for each type of firestop required by the project. 1.04 QUALITY ASSURANCE A. Installer Qualifications: Firestopping shall be performed by a contractor trained or approved by firestop manufacturer. Equipment used shall be in accordance with firestop manufacturer's written installation instructions. B. Regulatory Requirements: Firestopping materials proposed for use on this project shall conform to both Flame (F) and Temperature (T) ratings as tested by nationally accepted test agencies per ASTM E -814 or UL 1479 firetests. The F rating and T rating must be a minimum of one (1) hour but not less than the fire resistance rating of the assembly being penetrated. The fire test shall be conducted with a minimum positive S &H 9408 07270 -1 y pressure differential of 0.03 inches of water column. C. Mockup: Prepare job mock -up of each system proposed for use in the project as directed by Architect. Approved mock -ups may be left in place as part of the finished project and will constitute the standard for remaining work. 1.05 DELIVERY, STORAGE AND HANDLING A. Deliver all materials in original unopened packages fully identified with Manufacturer's name, trade name and UL label. B. Materials shall be stored off the ground and protected from environmental conditions as required by Manufacturer. 1.06 PROJECT CONDITIONS A. Conform to Manufacturer's printed instructions for installation and when applicable, curing in accordance with temperature and humidity. Conform to ventilation and safety requirements. 1.07 WARRANTY A. Firestop Contractor shall warrant that firestopping systems used meet firestopping requirements as herein specified. PART 2 - PRODUCTS 2.01 FIRE STOP SYSTEMS A. Acceptable Manufacturers: 1. Bio Fireshield, Inc. 2. The Rector Seal Corp. (Metacaulk) 3. 3M Fire Protection Products 4. Tremco Tremstop 5. Accepted substitute in accordance with Section 01600. B. Materials: 1. Materials shall be free of asbestos. 2. Materials shall provide a Flame (F) and Temperature (T) rating of at least one (1) hour but not less than the fire resistance rating of assembly being penetrated, as tested per ASTM E -814. 3. Materials shall conform to all applicable governing codes. 4. Use pillow type firestopping at cable trays. 5. All materials shall be compatible with the material penetrating the fire assembly. C. Accessories: Furnish all accessory materials such as fire safing batts, sleeves, sheet metal, sealants, etc. necessary to complete fire stopping systems unless furnished by others. S &H 9408 07270 -2 01. PART 3 - EXECUTION 3.01 EXAMINATION A. Verification of Existing Conditions: 1. Contractor shall inspect and verify that the surface and condition of the substrates and all sleeves or blockouts furnished by others have no defects or errors that would interfere with the installation of the firestopping materials. 2. Notify Architect in writing of any defects or errors in workmanship. Do not proceed with work until all unsatisfactory conditions have been corrected. B. Acceptance: Start of installation of firestopping shall constitute the Contractor's acceptance of surfaces and conditions of substrates, sleeves and blockouts. 3.02 PREPARATION A. Clean surfaces and substrates of dirt, oil, loose materials and other forei4n materials which may affect the proper bond or installation of the firestops in strict accordance with Manufacturer's written instructions. B. Provide primers as require which conform to Manufacturer's recommendations for various substrates and conditions. C. Do not apply firestops to surfaces previously painted or treated with a sealer, curing compound, water repellant or other coating unless tests have been performed to ensure compatibility of materials. Remove coatings as required in compliance with Manufacturer's instructions. D. Mask where necessary to protect adjoining surfaces. Remove excess material and stains on surfaces as required. 3.03 INSTALLATION A. Install in strict accordance with Manufacturer's printed instructions to provide a Flame (F) and Temperature (T) rating of at least one (1) hour but not less than the fire resistance rating of the assembly being penetrated. B. Ensure that all accessories such as anchoring devices, back -up materials, clips, sleeves, supports and other materials used in the actual fire test are installed. C. Install firestops with sufficient pressure to properly fill and seal openings to ensure an effective smokeseal. D. Tool or trowel exposed surfaces. Remove excess firestop material promptly as work progresses and upon completion. S &H 9408 07270 -3 3.04 FIELD QUALITY CONTROL A. Firestop Contractor shall immediately notify the Architect if the firestopping systems herein specified cannot meet the requirements of the specification. B. Firestop Contractor shall examine firestops to ensure proper installation and full compliance with this specification. C. All areas of work must be accessible until inspection by the applicable Code authorities. D. Correct unacceptable firestops and provide additional inspection to verify compliance with this specification at no additional cost. 3.05 CLEANING A. When finished work will be visible, clean adjacent surfaces in accordance with Manufacturer's printed instructions. B. If visible in the finished work, remove temporary dams after initial cure of firestops. C. Correct staining and discoloring on adjacent surfaces. D. Remove all debris and excess materials entirely from site and leave work in a neat and clean condition. END OF SECTION S &H 9408 07270 -4 SECTION 07510 BUILT -UP BITUMINOUS ROOFING PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: I. Roof Insulation 2. Built -Up Roofing B. Related Sections: I. Wood Nailers: Section 06100 Rough Carpentry 2. Metal Reglets and Flashing: Section 07600 Flashing and Sheet Metal 1.02 SUBMITTALS A. Product Data: Submit in accordance with Section 01300 Submittals. Include manufacturer's specifications covering roofing system materials and methods proposed to be applied. B. Shop Drawings: Submit shop drawings of tapered roof insulation in accordance with Section 01300. C. Quality Control Submittals: 1. Credentials: Prior to starting the roofing, submit credentials from roofing manufacturer of applicator approval. 2. Design and Specification Approval: Prior to starting roofing, submit a signed statement that the roofing design and specifications are proper for this particular project. 3. Manufacturer's Field Reports: Submit written reports from manu- facturer's representative after inspection of roofing system to verify satisfactory conditions for start of installation and sat- isfactory completed installation. D. Project Closeout Submittals: Keep a record of work indicating tem- perature and moisture conditions and the type and location of work being done during each day of roofing operations. 1.03 QUALITY ASSURANCE A. Applicator: Company specializing in built -up roofing. 1. Installer: Manufacturer approved. 2. Experience: Continuously installed built -up roofing in State of Colorado for five years. B. Design Criteria: Comply with: 1. External Fire Resistance: UL Class A 2. Internal Fire Resistance: Factory Mutual Class I 3. Wind Resistance: Factory Mutual Class I S &H 9408 07510 -1 C. Record of Work: Keep record indicating temperature and moisture con- ditions and type and location of work being done during each day of roofing operations. 1.04 DELIVERY, STORAGE AND HANDLING A. General: Comply with Section 01600. 1. Delivery: Deliver materials in manufacturer's original, unopened containers with labels intact and legible. 2. Storage and Handling: Handle rolled goods to prevent damage to edges or ends. Store off ground and keep covered with waterproof covering. Materials that become wet will be subject to rejection. Do not leave insulation exposed to weather. 1.05 PROJECT CONDITIONS A. Environmental Requirements: Do not apply roofing during wet weather or when ambient temperature is below 35 °F. 1.06 WARRANTY A. Warranty: Provide five year written warranty covering materials and installation for built -up roofing system in accordance with Section 01700. PART 2 - PRODUCTS 2.01 ROOF INSULATION SYSTEM A. Roof Insulation System: Approved roofing manufacturer and meet requirements of Design Requirements and Reference Standards. B. Roof Insulation: Rigid isocyanurate foam insulation board approved by roofing manufacturer. Provide facings as appropriate for roofing systems. 1. Provide two layers of unequal thicknesses with a total thickness of 3 -1/2 ". 2. Fasteners: FM approved C. Perlite Tapered Roof Insulation: 1. Manufacturers: a. Manville Corp. b. Accepted substitute in accordance with Section 01600. 2. Tapered Insulation: Manville FE500 factory tapered perlite. D. Cant Strips: Factory cut Perlite. 2.02 ROOFING SYSTEM A. Manufacturers: 1. Owens- Corning Fiberglass S &H 9408 07510 -2 d 2. Manville Corp. 3. GAF Corp. 4. Accepted substitute in accordance with Section 01600. B. System: Owens- Corning 43 -1G. C. Materials: Made by primary roofing manufacturer or approved by that manufacturer and bear UL label. 1. Membrane: Owens- Corning Perma Ply R 2. Base Flashing: As recommended 3. Gravel: Clean, dry, dust free, smooth river gravel 1/4" to 5/8" in size with majority 3/8" to 1/2" in size. 4. Asphalt Primer: ASTM D41 -78 or FS SS -A -701. 5. Asphalt: ASTM D312 -84, type as recommended by roofing manufacturer for application and slope. 6. Plastic Bituminous Cement: FS SS -C -153, Type I. 7. Pitch Pocket Sealant: Tremco Mono or similar one part acrylic sealant meeting FS TT -S- 00230, non -sag and approved by roofing manufacturer. D. Materials and Methods: Use only materials and methods which are proper and suitable for slopes and for underlying material to which other materials are attached. PART 3 - EXECUTION 3.01 EXAMINATION A. Verification of Conditions: Comply with Section 01600: 1. Layout: Verify layout of work before beginning installation. 2. Existing Conditions: Examine substrate before beginning installation. Examine surfaces for inadequate anchorage, drainage, foreign material, moisture and unevenness which would prevent execution and quality of application of built -up roofing system as specified. 3. Verify that work of other trades which penetrates roof deck has been completed. 4. Notification: Notify General Contractor of unsatisfactory condi- tions in writing with copy to Architect. B. Coordination: Coordinate work of this section with work of other sections. Verify placement of wood blockings, inserts, nailing strips, cants, drain pan linings, etc. Coordinate roof penetrations, equipment bases and other conditions as required. C. Acceptance: Beginning of work means acceptance of existing conditions by installer. 3.02 PREPARATION A. Protection: Restore to original condition or replace work or materials damaged during handling of bitumens and roofing materials. Protect S &H 9408 07510 -3 paving and building walls adjacent to hoist and kettles prior to starting work. Lap suitable protective material at least 6 inches. Secure protective coverings against wind. Leave protective covering in place for duration of roofing work. B. Surface Preparation: Dry and broom clean before beginning work. 3.03 INSULATION A. Layers: Apply insulation in multiple layers with staggered joints as specified and indicated. Thickness as specified and indicated. B. General: Do not install more insulation than can be covered with finished built -up roofing the same day.► C. Apply insulation to metal deck in accordance with manufacturer's rec- ommendations for given deck and slope. 1. Mechanically fasten first layer of insulation over entire roof area with Factory Mutual approved fasteners. Install to provide solid bearing at long edges. 2. Apply second layer of insulation over first layer in solid uniform moppings of hot steep grade; Type III asphalt at rate of 33 pounds per 100 square feet. 3. Install both layers of insulation in accordance with requirements of Factory Mutual Loss Prevention Data Sheet.1 -28. 4. Cut and neatly fit insulation where roof decking intersects vertical surfaces. 5. Stagger end joints in each layer of insulation 6 minimum. In addition, stagger joints between layers of insulation 6 minimum. 6. Turn over and solidly mop projecting felt to insulation at vertical surfaces and edges. 7. Thickness of roof insulation may be reduced around roof drains to provide positive drainage. D. Tapered Insulation: Apply in accordance with manufacturer's recom- mendations to provide positive roof drainage and crickets as indicated. 1. Minimum Slope: 1/4" per foot slope to drains. 2. Provide smooth transitions. Abrupt or vertical drops not allowed at joints. E. Install cant strips at vertical intersections with roof deck. 3.04 ROOFING MEMBRANE A. General: 1. Do not apply insulation and roofing unless correct asphalt appli- cation temperatures can be maintained. Install asphalt at approximately 400 °F. at point of application. Do not heat above following maximum temperatures. Steep Type III 500" F S &H 9408 07510 -4 4W Reduce tanker temperatures to 325° F. overnight or during periods when work is not possible. Provide equipment used for heating asphalt with accurate and clearly visible thermometer. 2. Do not undertake application of more roof insulation and built -up roofing each day than can be completed within same day. 3. At end of each day, edge seal finished portion of roofing system completed that day with fabric or felt set into hot bitumen. Remove edge seals prior to start of next day's work. B. Specification: Install membrane in accordance with manufacturer's specification. Embed four plies in shingle fashion (Note: Starter sheet shall be required), lapping 24 2/3" into uniform solid moppings of steep grade, Type II I, hot asphalt using nominal 30 pounds per 100 square feet. 1. Broom plies of roofing thoroughly into place in hot bitumen full width of felt. Use clean brooms. Squeegees not permitted. Mechanical felt layer may be used. 2. Lay roofing plies in shingle fashion starting at low points and drains and working up slopes to high points of roof. 3. Undertake roofing work in dry weather only and without threat of inclement weather. Be responsible to keep building watertight each day as work progresses. 4. Select and operate materials handling equipment so as not to damage existing construction or applied roofing materials. Only soft rubber and inflatable tires permissible. Foot traffic be allowed on recently applied roofing. 5. Cut out and repair fishmouths, wrinkles, tears, buckles or other damage in any ply or felt by installation of additional layer of felt set into hot bitumen. Mop full width under each felt layer. Dry laps not permitted. 6. Extend built -up roofing 2 above cant strips and cement to wall or curb. 7. Methods of Application: As specified by roofing manufacturer and comply with Factory Mutual specifications. 3.05 BASE FLASHING A. Flashing; Install base flashing in accordance with manufacturer's recommendations. 1. Extend flashing from point no less than 4 above top of cant to point on finished roofing plies at least 3" beyond toe of cant. 3.06 GRAVEL A. Gravel: Install not less than 400 pounds of gravel per 100 square feet into Type IV hot asphalt using not less than 60 pounds asphalt per 100 square feet of roof area. Install poured flood coat and aggregate surfacing in accordance with requirements of roofing system manufacturer. Pour flood coat uniformly over surface. Apply aggregate uniformly and with complete coverage. S &H 9408 07510 -5 La 3.07 PITCH POCKETS A. Fill pitch pockets with sealant. 3.08 FIELD QUALITY CONTROL A. Test Cuts: Upon completion of each major section of built -up roofing, but before final flood coat of asphalt and gravel are installed, applicator may be required to cut from roof at locations selected at random by Architect, three samples each 6" by 24" in size. 1. Each Sample: Full thickness of roofing, and weigh not less than weight specified in manufacturer's specifications as accepted by Architect for use on project. 2. If samples indicate separation of felts or other defects, replace with roofing complying with these specifications. 3. If roofing is found to be satisfactory but average weight of three samples is less than that specified, install additional felts and bitumen over entire unit to bring it up to weight specified. 4. Provide equipment necessary for cutting and weighing samples. Repair test cut area immediately. B. Inspection: Representative of roofing manufacturer shall make inspections prior to start of installation, during installation and upon completion of installation to ascertain that entire system has been installed according to manufacturer's specifications and approved details. 3.09 CLEANING A. Upon completion, clean bitumen and asphalt and gravel out of roof drains and scuppers and from exposed sheet metal and masonry surfaces gutters, etc. END OF SECTION S &H 9408 07510 -6 M SECTION 07570 BALCONY DECK COATING PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Waterproof coating on concrete balcony decks. 1.02 SUBMITTALS A. Product Data: Submit manufacturer's installation instructions for review prior to proceeding. See Section 01300. 1.03 DELIVERY, STORAGE AND HANDLING A. Delivery: Deliver in manufacturer's original unopened, undamaged containers and store arid protect in accordance with manufacturer's directions. 1.04 PROJECT CONDITIONS A. Existing Conditions: Before beginning work, the area shall be warm, dry and well ventilated. Application shall not begin until the installer is familiar with existing subfloor conditions. B. Environmental Requirements: During cold weather, maintain substrate temperature at a minimum of 55° F. PART 2 - PRODUCTS 2.01 MATERIAL A. Acceptable Manufacturers: 1. Tremco Manufacturing Co 2. Mameco International 3. Quaker Sealants and Coatings Co. 4. Dex -O -Tex (A division of Crossfield Products Corp.) 5. Approved Substitute B. Acceptable Materials: 1. Tremco Tremproof 850, base coat and topcoat. 2. Mameco Vulkem 350 -351 3. Quaker QC 5013 base and Topcoat. 4. Dex -O -Tex Elastotex 500 5. Approved Substitute C. Color to be selected by Architect. S &H 9408 07570 -1 PART 3 - EXECUTION 3.01 PREPARATION Surface must be free of dust, curing compounds, surface contaminants and standing wash. Remove surface contaminants with diluted acid if necessary. Concrete must cure a minimum of 28 days prior to application. 3.02 APPLICATION Apply first and second coats with roller using methods recommended by manufacturer. Add non -slip aggregate to top coat. 3.03 PROTECTION AND CURING Restrict all traffic until materials are fully cured. END OF SECTION S &H 9408 07570 -2 SECTION 07600 FLASHING AND SHEET METAL PART 1 - GENERAL 1.01 SUMMARY A. Sections Includes: 1. Flashing and Counterflashing 2. Gravel Stop 3. Flashing at Sills 4. Pourable Sealer Pockets 5. Other sheet metal flashing related to the above, indicated on the drawings and not specified elsewhere. B. Related Sections: 1. Wood Blocking and Nailers: Section 06100 Rough Carpentry. 2. Roofing and Filling Pourable Sealer Pockets: Section 07510 Built -Up Bituminous Roofing. 3. Sheet Metal Roofing and Flashing Associated with Sheet Metal Roofing: Section 07610 Sheet Metal Roofing. C. Related Requirements: 1. Sealants: Section 07900 Joint Sealers 1.02 REFERENCES A. Reference Standards: See Section 01091. Comply with following: 1. "Architectural Sheet Metal Manual," 1993 edition, as published by Sheet Metal and Air Conditioning Contractors National Association (SMACNA). 1.03 SUBMITTALS A. Shop Drawings: Submit in accordance with Section 01300. Include: 1. Overall layout of sheet metal work. 2. Type, thickness, and details of sheet metal components. 3. Joints, expansion joints, attachment and anchoring of sheet metal components. B. Quality Control Submittals: 1. Warranty: Submit in accordance with Section 01700. 1.04 QUALITY ASSURANCE A. Design Criteria: Comply with: 1. Wind Resistance: Factory Mutual Class I -90. S &H 9408 07600 -1 ow or 1.05 PROJECT CONDITIONS A. Field Measurements: Before fabricating sheet metal, verify shapes and dimensions of surfaces to be covered. 1.06 WARRANTY A. Warranty: Provide two year written warranty covering materials and installation for sheet metal in accordance with Section 01700. 1. Include that system shall be watertight and weatherproof. 2. See Warranty in Section 07531. PART 2 - PRODUCTS 2.01 SHEET METAL A. Galvanized Iron: ASTM A526 -80 commercial quality sheet steel, ASTM A525 -83, G90 commercial hot -dip galvanizing. Provide gages as indicated and specified, 24 gage minimum. 1. Finish: Mill phosphatized for painted finish under Section 09900. 2.02 ACCESSORY MATERIAL A. Clips or Cleats: Same material and gage as sheet metal being installed. B. Nails and Fasteners: Same metal as metal being installed or other non- corrosive metal as recommended by sheet manufacturer. Match finish of exposed heads with material being fastened. C. Screws and Bolts: Round heads D. Roofing Felt: ASTM D266 -82, X15 asphalt saturated felt. E. Building Paper: Resin sized unsaturated paper weighing six pounds per 100 square feet. F. Solder: ASTM 832 -83, composition 50% tin and 50% lead. Use muriatic acid killed with zinc or soldering flux. G. Sealant: Approved type of polyurethane; see Section 07900. Roofers mastic is not acceptable. PART 3 - EXECUTION 3.01 EXAMINATION A. Verification of Conditions: Comply with Section 01600: 1. Layout: Verify layout of work before beginning installation. 2. Examine surfaces to receive flashing or sheet metal. Surfaces shall be smooth, sound, clean and dry and fabric flashing in place before work is started. S &H 9408 07600 -2 3. Notification: Notify General Contractor of unsatisfactory condi- tions in writing with copy to Architect. B. Acceptance: Beginning of work means acceptance of existing conditions by installer. 3.02 PREPARATION A. Coordination: Coordinate work of this section with work of other sections. Verify placement of wood blockings, inserts, nailing strips, cants, etc. Coordinate with Section 07531. B. Protective Coating: Coat contacting dissimilar metals with asphaltic compound. 3.03 WORKMANSHIP A. Reference Standards: See Section 01060. Comply with following: 1. Unless indicated otherwise on drawings, workmanship and details shall comply with SMACNA Architectural Sheet Metal Manual. B. Edges: 1. Edges: Hem all exposed edges, 1/2" unless otherwise indicated. 2. Drips: Angle bottom edges of vertical surfaces to form drips. C. Joints: Make joints watertight and allow for expansion. 1. Reinforce sheet metal corners as required. 2. Reinforcement: Conceal within finished assembly. D. Fastenings: Use concealed hook strips and fasteners. Exposed hook strips and fasteners not acceptable. E. Expansion and Contraction: 1. Provide for thermal expansion and contraction and building movement in completed work. 2. Make watertight and weathertight throughout. 3. Unless otherwise indicated, provide expansion joints at maximum of 20 feet and not more than 4 feet from corners. Seal joints with sealant in accordance with Section 07900. 3.04 SHEET METAL A. Flashing and Counterflashing: As detailed of 24 gage galvanized iron. Lock and solder joints and hem exposed edges. B. Gravel Stop: As detailed of 24 gage galvanized iron. Cover blocking with roofing felt. Miter, seam and seal corners. S &H 9408 07600 -3 C. Pourable Sealer Pockets: Provide where several or irregular shaped items penetrate roofing membrane as required. Fabricate of 24 gage galvanized iron as indicated, approved by roofing manufacturer and similar to SMACNA Figure 4 -16E. Seam and seal joints. Hem edges. Pocket filled under Section 07531. END OF SECTION S &H 9408 07600 -4 SECTION 07610 SHEET METAL ROOFING PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Standing seam copper sheet metal roofing. 2. Adjacent flashings at eaves, gables, ridges, top of slope, etc. B. Related Section: 1. Plywood Deck: Section 06100 Rough Carpentry. 2. Galvanized Iron Flashing: Section 07600 Flashing and Sheet Metal 3. Sealants: Section 07900 Joint Sealers. 4. Underlayment: Section 07113 Modified Bituminous sheet Membrane Waterproofing. 1.02 REFERENCES A. Reference Standards: See Section 01091. Comply with following: 1. "Architectural Sheet Metal Manual," 1993 Edition, as published by Sheet Metal and Air Conditioning Contractors National Association (SMACNA). 2. National Roofing Contractors Association (NRCA) Roofing and Waterproofing Manual, 1985 Edition. 1.03 SUBMITTALS A. Shop Drawings and Product Data: Submit in accordance with Section 01300. Indicate panel layout, flashings, accessories and attachments. B. Quality Control Submittals: 1. Warranty: Submit in accordance with Section 01100. 1.04 QUALITY ASSURANCE A. Installer: Company specializing in installation of metal roofs. 1. Experience: Continuously installed copper roofing in State Colorado for five years 1.05 DELIVERY, STORAGE AND HANDLING A. General: Comply with Section 01600. 1. Deliver and store panels and accessories in dry place to avoid condensation and contact with materials which might cause staining, such as lime, cement, fresh concrete or chemicals. S &H 9408 07610 -1 1.06 PROJECT CONDITIONS A. Field Measurements: Before fabricating, verify shapes and dimensions of surfaces to be covered. 1.07 WARRANTY A. Warranty: Provide five year written warranty covering materials and installation for metal roofing system in accordance with Section 01700. PART 2 - PRODUCTS 2.01 SHEET METAL A. Copper: ASTM B370 -84a, cold rolled temper, weighing not less than 16 ounces per square foot. B. Underlayment: See Section 07113. C. Building Paper: Resin sized unsaturated paper weighing six pounds per 100 square feet. D. Accessory Material: 1. Flashing Caps and Fascias: Match roofing system. 2. Nails and Fasteners; Hard copper, brass or bronze nails shall be flat head, barbed wire slating nails, not less than No. 12 gauge, one inch long. 3. Screws and Bolts: Round heads. 4. Clips or Cleats: Same material and gage as sheet metal being installed. 5. Solder: ASTM 832 -83, composition 50% tin and 50% lead. Use mur- iatic acid killed with zinc or soldering flux. 6. Sealant: Polyurethane in accordance with Section 07900. Roofers mastic is not allowed. PART 3 - EXECUTION 3.01 EXAMINATION A. Verification of Conditions: Comply with Section 01600: 1. Layout: Verify layout of work before beginning installation. 2. Existing Conditions: Examine substrate before beginning installation. 3. Surfaces: Smooth, sound, clean and dry and fabric flashing in place before work is started. 4. Notification: Notify General Contractor of unsatisfactory condi- tions in writing with copy to Architect. B. Acceptance: Beginning of work means acceptance of existing conditions by installer. S &H 9408 07610 -2 I 3.02 PREPARATION A. Protective Coating: Coat contacting dissimilar metals with asphaltic compound. B. Underlayment: See Section 07113 C. Building Paper: Cover underlayment with layer of building paper with copper nails spaced 18" o.c. along lapped seams. 3.03 STANDING SEAM COPPER ROOFING A. General: Unless otherwise indicated or specified, comply with work- manship and details of Reference Standards. 1. Roofing Type: Construct in accordance with "Standing Seam Roofing" standard details and specifications for slopes of three inches to six inches per foot. 2. Roofing Pans: Constructed of 120" long panels with standing seams 16 -3/4" o.c. as indicated. 3. Start erection of panels so sheets may be held true to line. Hold horizontal lines straight and level and vertical lines plumb. 4. Exposed fasteners not allowed. B. Insulation: Where copper sheet metal work joins other types of metal, separate two metals by lead insulation or other equally effective method of preventing electrolysis. C. Cleating and Fastening: 1. Fasten pieces over 12" wide by cleats about 3/4" from end. Turn end back to cover nail heads. Lock free end of cleat into seam or folded edge of piece. Where seams are soldered, tin cleats. 2. Cleats: Unless otherwise indicated or specified, 16 ounce copper, spaced not more than 12" apart. 3. Secure pieces up to 12" wide by nails placed along one edge only and spaced not more than 4 apart. 3. Provide edge strips at eaves and closures. 4. Provide expansion type as required for seams over 30 feet long. D. Standing Seams: 1 high. E. Soldered Seams: Where soldered seams are necessary, construct in manner consistent with good trade practice for soldering of copper. After soldering, clean off flux stains with solution of soap and 5% to 10% washing soda. 3.04 OTHER SHEET METAL A. Flashings: Install 16 ounce copper flat seam. Hold joints to minimum and regularly space. Lock and solder joints at corners with approved slip joints used elsewhere. Hem exposed edges. END OF SECTION S &H 9408 07610 -3 SECTION 07720 ROOF ACCESSORIES PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Roof Hatch. B. Related Sections: 1. Roofing: Section 07510 Built -Up Bituminous Roofing. 2. Skylights: Section 07810 Plastic Skylights. 1.02 SUBMITTALS A. Product Data: Submit in accordance with Section 01300. PART 2 - PRODUCTS 2.01 ROOF HATCHES A. Manufacturers: 1. Bilco. 2. O'Keeffe's Inc. 3. Accepted Substitute in accordance with Section 01600. B. Description: Bilco Type F -50 48 30 inch x 48 inch, mill finish aluminum. 1. Safety Post: Bilco Ladder -Up Safety Post. PART 3 - EXECUTION 3.01 INSTALLATION A. Roof Accessories: Securely install in accordance with manufacturer's instructions in coordination with roofing installer. END OF SECTION S &H 9408 07720 -1 SECTION 07810 PLASTIC SKYLIGHTS PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Plastic Pyramid Skylights B. Related Sections: 1. Rough Carpentry: Section 06100 Rough Carpentry. 1.02 SUBMITTALS A. Product Data: Submit in accordance with Section 01300. B. Shop Drawings: Submit in accordance with Section 01300. Include dome, joints, gaskets, drainage, accessories and anchorage. C. Quality Control Submittals: 1. Manufacturer's Instructions: Submit in accordance with Section 01600. 2.01 SKYLIGHT A. Manufacturers: 1. Wasco Products Inc. 2. APC Corp. - Dayliter 3. Bohem 4. Dawn Products Co. 5. Bristolite 6. Naturalite Inc. - 7. Skyline Products Inc. 8. Accepted Substitute in accordance with Section 01600. B. Description: 1. Manufacturer and Type: Bristolite Acrylic Pyramid, Model P. 2. Insulated Curb: Nine inches high, aluminum inner and outer skins, one inch thick fiberglass insulation. 3. Double Dome: Outer dome of clear acrylic and inner dome of clear acrylic. 4. Thermal Breaks: At top and bottom of curb. 5. Size: As indicated. S &H 9408 07810 -1 a PART 3 - EXECUTION 3.01 EXAMINATION A. Verification of Conditions: Comply with Section 01600: 1. Layout: Verify layout and size of framed openings for skylight before beginning installation. 2. Existing Conditions: Examine construction of opening for skylight to receive skylight is satisfactory. 3. Notification: Notify General Contractor of unsatisfactory condi- tions in writing with copy to Architect. B. Acceptance: Beginning of work means acceptance of existing conditions o' by installer. o , 3.02 INSTALLATION 00 A. Skylight: Install in accordance with manufacturer's recommendations and accepted Shop Drawings. 1. Set units plumb, level and true to line without warp or rack. 2. Apply protective coating to separate aluminum from incompatible materials. 3. Set on bed of mastic on wood curb. 4. Anchor securely to surrounding construction. owl 3.03 FIELD QUALITY CONTROL A. Tests: Water test skylight upon completion. Conduct test using hose aw without nozzle and thoroughly wet entire skylight area. Retest until watertight. �r 3.04 CLEANING A. Cleaning: Clean aluminum and plastic surfaces in accordance with manufacturer's recommendations. END OF SECTION S &H 9408 07810 -2 E SECTION 07900 PART 1 - GENERAL 1.01 SUMMARY JOINT SEALERS A. Section Includes: Providing all calking and sealant indicated on Drawings, specified herein, and not specified under other sections. In general, seal all openings indicated on Drawings and at other locations requiring sealant to seal visually and against infiltration from air and water, including but not limited to following: 1. Expansion joints in concrete paving and sidewalks. 2. Expansion joints and control joints in exposed interior concrete floor slabs. 3. Flashing reglet and retainers. 4. Exterior wall joints. 5. Isolation joints, between structure and other elements. 6. Joints at penetrations of walls, decks and floors by piping and other service and equipment. 7. Joints between items of equipment and other construction. 8. Joints between door and window frames and adjacent materials, exterior and interior. 9. Bedding for door thresholds. 10. Open joints between dissimilar materials as required to close and conceal jointing of the work. 11. Construction and expansion joints, joints between dissimilar materials; joints around windows, door frames, louvers, and other penetrations and openings in the exterior wall; interior walls as detailed or specified. 12. Other joints as indicated. B. Related Sections: 1. Sealants Related to Roofing: Section 2. Sealants Related to Flashing: Section 07600 Flashing and Sheet Metal. 3. Sealants Related Sheet Metal Roofing: Section 07610 4. Glazing Sealants: Section 08800 Glazing. 5. Acoustical Sealants: Section 09261 Gypsum Board Partitions and Walls. 1.02 SUBMITTALS A. Product Data: Submit in accordance with Section 01300 for each material and location of application. B. Samples: Submit in accordance with Section 01300 for each type of sealant for color selection. S &H 9408 07900 -1 C. Quality Control Submittals: 1. Warranty: Submit in accordance with Section 01700. 1.03 QUALITY ASSURANCE A. Installer: Company specializing in sealant application. 1. Experience: Continuously installed sealants in State of Colorado for five years. B. Manufacturer's Technical Representative: Obtain materials only from manufacturers who will, if required, send qualified technical repre- sentative to project site, for purpose of advising installer of proper procedures and precautions for use of materials. 1.04 DELIVERY, STORAGE AND HANDLING A. General: Comply with Section 01600. Deliver in original unopened containers and store in area not subject to extreme heat or cold. 1.05 PROJECT CONDITIONS A. Environmental Conditions: Do not apply exterior sealants during wet weather or when outside temperature is below 40 °F or apply interior sealants when inside temperature is below 60 °F. 1.06 WARRANTY A. Warranty: Provide three year written warranty covering materials and installation for sealants in accordance with Section 01700. 1. Warranty: Require installer, at no cost to Owner, to repair or replace sealants which fail to perform as airtight and watertight joints; or fail in joint adhesion, cohesion, abrasion resistance, weather resistance, extrusion resistance, migration resistance, stain resistance, color retention, or general durability; or appear to deteriorate in any manner not clearly specified as inherent quality of material by submitted manufacturer's data. PART 2 - PRODUCTS 2.01 JOINT BACKING MATERIAL A. General: Size joint backing material for minimum 30% compression when inserted in joint. Material: Round rod or semi - circular type. B. Manufacturers: 1. Dow Chemical Company, Ethafoam. 2. Sonneborn, Sonofoam. 3. Schlegel Manufacturing Company, Schlegelfoam. 4. Denver Foam. 5. Accepted Substitute in accordance with Section 01600. S &H 9408 07900 -2 r Ll i 2.02 SEALANT MATERIAL A. Manufacturers: 1. DAP Incorporated. 2. Parr, Inc. 3. Pecora Corporation. 4. Sika Corporation 5. Sonneborn Building Products. 6. Tremco Manufacturing Company. 7. Mameco International. 8. Accepted Substitute in accordance with Section 01600. B. Silicone Sealant Manufacturers: 1. General Electric. 2. Dow Corning. 3. Accepted Substitute in accordance with Section 01600. C. Acceptable Materials: 1. Interior and Under Thresholds: Latex acrylic, ASTM C834 -76 (1981). 2. Exterior: Two component polyurethane, FS TT- S- 00227E, Type II, Class A, non -sag. 3. Primer: As recommended by sealant manufacturer. 4. Sealant at Concrete Sidewalks and Interior Floor Slabs: Two - component self - leveling polyurethane, FS TT- S- 00227E, Type I, Class A, pourable type. 5. Sealant at Lavatories, Tubs and Showers: Silicone tub sealant. 6. Foam Sealant Around Exterior Door and Window Frames: G.E. Poly -Cel One or approved substitute. 7. Colors: As selected by from standard colors. 2.03 BOND BREAKER TAPE A. Tape: Polyethylene tape or other plastic tape as recommended by sealant manufacturer to be applied to sealant - contact surfaces where bond to substrate or joint filler must be avoided for proper performance of sealant. Provide self- adhesive tape wherever applicable. PART 3 - EXECUTION 3.01 EXAMINATION A. Verification of Conditions: Comply with Section 01600: 1. Inspect joints to be sealed to application of any work under this section. 2. Notification: Notify General Contractor of any joints which cannot be put into proper condition to receive sealants in writing with copy to Architect. B. Acceptance: Beginning of work means acceptance of existing conditions by installer. S &H 9408 07900 -3 3.02 PREPARATION A. Preparation of Surfaces: rM 1. Clean surfaces in accordance with manufacturer's recommendations. 2. Mask edges, if required, to protect adjoining surfaces and produce a straight finish line. 3. Clean joint surfaces immediately before installation of sealant. Remove dirt, insecure coatings, moisture and other substances which would interfere with bond of sealant. 4. Do not proceed with installation of sealant over joint surfaces which have been painted, lacquered, waterproofed or treated with water repellent or other treatment of coating. Remove coating or treatment joint surfaces before installing sealant. + 5. Etch concrete masonry joint surfaces to remove excess alkalinity unless sealant manufacturer's printed instruction indicated that alkalinity does not interfere with sealant bond and performance. Etch with 5% solution of muriatic acid, neutralize with diluted ammonia solution, rinse thoroughly with water and allow to dry before sealant installation. B. Priming: If required, prime surfaces which are to be sealed with manufacturer's recommended or standard primer, after surfaces have been prepared as specified. Before use, check primers for discoloration and dirt pick -up on adjacent surfaces. If staining occurs, after exposure, take adequate measures to prevent primer from being applied over face of adjacent porous materials by masking or other suitable measures. C. Joint Backing: 1. Joints: Depth necessary to provide for specified allowable thickness of sealant and also required backing where and as spe- cified. Provide backing of extent and type as specified and required to provide for allowable depth of sealant. 2. Back -up Materials for Sealants: Non - staining, compatible with sealant and primer. resilient nature, and as recommended by manu- facturer of sealant. a. Size and Shape: As required by width of joint and specified. b. Do not use materials impregnated with oil, solvents or bitu- minous materials. 3. Compress backing material minimum of 30% when inserted in joint. Backing material for upper portion of joints shall be round rod or semi - circular in cross - section where in contact with sealant. D. Bond Breaker Tape: Install where indicated and as required by manufacturer's recommendations to ensure that sealants will Deform properly. 3.03 APPLICATION A. Exterior Window Sills: Set in full bed -of polyurethane sealant. B. Exterior Thresholds: Set in full bed of latex acrylic sealant. S &H 9408 07900 -4 C. Seal Joints: 1. Apply sealants in continuous beads without open joints, voids or air pockets, using ratchet hand gun or mechanical powered gun. 2. Confine sealants to joint areas with masking tapes or other pre- cautions. Apply compounds in concealed compression joints accu- rately so that excess compound will not extrude from joints. 3. Remove excess compound or sealant promptly as work progresses, and clean adjoining surfaces. 4. In rough surfaces or joints of uneven widths, install sealant well back into joint. Recess equal to width of joint, or 3/8" minimum at masonry. 5. Use anti -tack agent where necessary to protect freshly applied sealant from public traffic and dirt. 6. Slightly recess joints to facilitate painter's line. Handtool and finish joints throughout construction. 7. Comply with manufacturer's specifications and recommendations. D. Foam Sealant Around Exterior Door and Window Frames in Exterior Walls: Completely fill area between frames and surrounding framing before installation of interior trim. E. Concrete Expansion and Control Joints: Blow clean with compressed air. Pour full but do not over -fill. F. Sinks, Lavatories and Showers: Fill joints between dissimilar materials with silicone sealant. G. Workmanship: Employ only proven installation techniques, which will ensure that sealants will be deposited in uniform, continuous ribbons without gaps or air pockets, with complete "wetting" of joint bond surfaces equally on opposite sides. 1. Except as otherwise indicated, fill sealant rabbet to slightly concave surface, slightly below adjoining surfaces. 2. Where horizontal joints are between horizontal surface and vertical surface, fill joint to form slight cove, so that joint will not trap moisture and dirt. H. Joint Sizes: Install sealants to depths as indicated or, as recommended by sealant manufacturer but within following general limitations: 1. For normal moving joints sealed with elastomeric sealants but not subject to traffic, fill joints to depth equal to 50% of joint width, but not more than 1/2" deep or less than 1/4" deep. 2. For joints sealed with non - elastomeric sealants and calking com- pounds. fill joints to depth in range of 75% to 125% of joint width. I. Spillage: 1. Do not allow sealants or compounds to overflow or spill onto adjoining surfaces, or to migrate into voids of adjoining surfaces. Use masking tape or other precautionary devices to prevent staining of adjoining surfaces, by either primer /sealer or sealant. S &H 9408 07900 -5 M M 2. Remove excess and spillage of compounds promptly as work progresses. Clean adjoining surfaces by whatever means may be necessary to eliminate evidence of spillage. Do not damage adjoining surfaces or finishes. 3.04 FIELD QUALITY CONTROL A. Samples: Where directed by Architect, cut out and remove total of three samples consisting of undisturbed sealant and back -up material from joint. Samples shall be 6 in length. Reseal cut out areas with same materials. 3.05 CURING, PROTECTION AND CLEANING A. Curing: Cure sealants and calking compounds in compliance with manu- facturer's instructions and recommendations, to obtain high early bond strength, internal cohesive strength and surface durability. B. Protection: 1. Advise General Contractor of procedures required for protection of sealants during construction period, so that they will be without deterioration or damage (other than normal weathering) at time of acceptance. 2. Protect surfaces from damage. Clean soiled surfaces immediately. Replace any damaged material which cannot be cleaned with new material. END OF SECTION S &H 9408 07900 -6 i 9 DIVISION 8 DOORS AND WINDOWS SECTION 08110 STEEL DOORS AND FRAMES PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Hollow Metal Doors 2. Hollow Metal Frames 3. Hollow Metal Borrowed Lights B. Related Sections: 1. Wood Doors: Section 08210 2. Access Panels: Section 08305 Access Doors 3. Hardware including Thresholds and Weatherstripping: Section 08710 Door Hardware 1.02 REFERENCES A. Reference Standards: See Section 01060. Comply with following: 1. NAAMM Standard HMMA 861 or SDI 100. 2. ANSI A115 Specifications for Door and Frame Preparation for Hardware. 1.03 SUBMITTALS A. Shop Drawings: Submit in accordance with Section 01300. B. Templates: Hardware templates for hardware mounted on hollow metal work shall be submitted under Section 08710 directly to hollow metal manufacturer immediately after acceptance of hardware schedule. Report failure to receive templates with reasonable promptness to General Contractor. 1.04 QUALITY ASSURANCE A. Regulatory Requirements: 1. Fire Rating: Provide fire rating label acceptable to local building code authority on doors and frames indicated on the door schedule. If any door or frame scheduled to be fire -rated cannot qualify for appropriate labeling because of its design, hardware or any other reason, advise Architect prior to submission of bids. 2. NFPA Standard No. 80. S &H 9408 08110 -1 1.05 DELIVERY, STORAGE AND HANDLING A. General: Comply with Section 01600. Store frames in manner to prevent twisting. Doors with dimples or dents will be rejected. PART 2 - PRODUCTS OR 2.01 DOOR AND FRAME MANUFACTURERS A. Manufacturers: 1. W. Ray Crabb, Inc. 2. Southwestern Hollow Metals 3. Gateway Metal Products 4. Hol -O -Met Corp. 5. North Central Supply 6. Curries Manufacturing 7. Elco Metal Products 8. Accepted substitute in accordance with Section 01600. 2.02 HOLLOW METAL FRAMES A. General: Frames for hollow metal and wood doors, entrances, windows and borrowed lights, etc. indicated to be hollow metal shall be of design sections as detailed and assembled as indicated. B. Gages: 1. Frames on Exterior Walls: 14 gage steel. 2. Frames on Interior Walls: 16 gage steel. 3. Loose Glazing Beads: Not less than 20 gage steel, corners butted. C. Construction: Construct frames encompassing one or more doors with sidelights or transoms, and steel window walls, etc., in rigid units of r as large size as practical to reduce to minimum number of job fabricated 1.05 DELIVERY, STORAGE AND HANDLING A. General: Comply with Section 01600. Store frames in manner to prevent twisting. Doors with dimples or dents will be rejected. PART 2 - PRODUCTS OR 2.01 DOOR AND FRAME MANUFACTURERS A. Manufacturers: 1. W. Ray Crabb, Inc. 2. Southwestern Hollow Metals 3. Gateway Metal Products 4. Hol -O -Met Corp. 5. North Central Supply 6. Curries Manufacturing 7. Elco Metal Products 8. Accepted substitute in accordance with Section 01600. 2.02 HOLLOW METAL FRAMES A. General: Frames for hollow metal and wood doors, entrances, windows and borrowed lights, etc. indicated to be hollow metal shall be of design sections as detailed and assembled as indicated. B. Gages: 1. Frames on Exterior Walls: 14 gage steel. 2. Frames on Interior Walls: 16 gage steel. 3. Loose Glazing Beads: Not less than 20 gage steel, corners butted. C. Construction: Construct frames encompassing one or more doors with sidelights or transoms, and steel window walls, etc., in rigid units of as large size as practical to reduce to minimum number of job fabricated joints. 1. Joints and Connections Including Job - Fabricated Joints: Welded and ground and entire assembly reinforced and braced as required to ensure absolute rigidity. 2. Provide expansion joints as indicated or required. 3. Where so indicated or as required, provide channel stiffening within and securely welded to frame member. 4. Do not used exposed screws except where specifically accepted. D. Accessories: 1. Reinforcement for Hardware: Machine frames for attachment of hardware, including mortising, reinforcing, drilling and tapping for hinges. a. Butt Hinges: Seven gage, 12" long, full width of frame profile. b. Closers: 10 gage, 12" long, full width of frame. c. Strikes, Flush Bolts and Other Surface Mounted Hardware: 12 gage. 2. Anchors: Furnish anchors of type and number required for anchoring frames to structure, partitions, etc. as follows: S &H 9408 08110 -2 RW Im i a. Three jamb anchors on seven foot high jamb. b. Four jamb anchors on jambs over seven feet. Wire anchors will not be allowed. Provide such installation instructions as are necessary to ensure proper installation of anchors. 3. Silencers: Drill stop of lock jamb of each interior frame for installation of pneumatic rubber door silencers. Silencers shall be furnished under Section 08710, numbers as indicated on schedule. 4. Joints: Conceal welded joints in two -sided mullions or similar sections behind glazing stops. Continuous weld and grind smooth exposed joints. 5. Glazing Stops: Provide removable metal stops, screwed to frame, at borrowed lights and window walls. See Section 08800 for glazing clearance requirements. a. Unless indicated otherwise, glazing stops shall be 5/8" x 3/4" or 3/4" x 3/4 cold - rolled channel, shaped as required or detailed and hand fitted to each opening. b. Butt Joints: Square and true and tightly fitted. c. Fasten to frame with metal screws 18" o.c., flathead, countersunk. Do not over - tighten to cause indentations or puckering at screws. Use vandalproof screws at exterior stops. E. Hinges: Install mortar protection box behind each hinge cut. 2.03 HOLLOW METAL DOORS A. General: Doors indicated to be hollow metal shall be hollow metal, flush, swing type doors of types indicated. B. Construction: Construct hollow metal doors from 16 gage steel, fully welded, ground smooth and completely sound and fire insulated. Provide thermal insulation in exterior doors. Manufacture hollow metal doors and panels with flush tops, sides and bottoms. Plastic inserts are not acceptable. All vertical seams shall be fully welded. Lock seams or epoxy filled seams are not acceptable. C. Labels: Provide fire rated construction and UL labels where listed in door schedule. D. Hardware: Mortise and reinforce doors to receive hardware. 1. Hinges: Seven gage steel plate, 9 welded to continuous 16 gage interior edge channels. Drill and tap. Use of coined or extruded holes not acceptable. 2. Locks, Latches, Push /Pulls and Panic Devices: 12 gage steel spot welded to 16 gage interior edge channels and designed to provide adequate support and reinforcement for required hardware. 3. Closers: Not less than 12 gage internal reinforcement. Provide special attention to reinforcing doors where closers are to be bolted through door. E. Insulation: Foam or batt type. Honeycomb core is not acceptable. S &H 9408 08110 -3 y 2.04 FINISH A. Cleaning and Primer: 1. Thoroughly clean surfaces of grease, rust and scale to insure paint adherence. Apply filler to doors where required to produce a smooth surface. 2. Doors and Frames to be Painted: Apply one coat of factory primer. PART 3 - EXECUTION 3.01 INSTALLATION A. Frames: 1. Set steel frames accurately in accordance with details, straight and free of twist with head level and jambs plumb. Rigidly anchor to walls and partitions and securely brace until surrounding work is completed. Provide deflection clearances at frame heads where indicated. 2. Fire -Rated Openings: Place frames and provide clearances in accordance with NFPA Standard No. 80. 3. Field Welds: Make welds full length of joints. Remove splatter and grind exposed welds to match adjacent surfaces. Provide Architect with ample notice to review welds before finish operations begin. 4. Wherever possible leave spreader bars in place until frames are securely anchored. B. Doors: Apply hardware in conformance with hardware manufacturer's templates and instructions. Hang doors to be free of binding with hardware functioning properly. 1. Clearance Tolerances: a. Head: 1/8" maximum. b. Jamb: 1/8" maximum. c. Between Doors (Pair): 1/8" maximum. d. Sill without Threshold: 1/2" maximum. 3.02 ADJUSTING A. Adjustment: At completion of job, adjust doors and hardware as required and leave in proper operating condition. END OF SECTION S &H 9408 08110 -4 4 P I" SECTION 08210 PART 1 - GENERAL 1.01 SUMMARY WOOD DOORS A. Section Includes: 1. Flush Wood Doors 2. Factory Prefitting and Premachining B. Related Sections: 1. Welded Hollow Metal Frames: Section 08110 Steel Doors and Frames 2. Custom Wood Door Frames: Section 06275 Wood Door and Window Frames 3. Metal Clad Wood Doors: Section 08225 Metal Clad Wood Doors and Frames 4. Hardware: Section 08710 Door Hardware 5. Field Finish: Section 09900 Painting 1.02 REFERENCES A. Reference Standards: See Section 01060. Comply with following: 1. NWWDA Industry Standard I.S.1 -85 - Wood Flush Doors. 2. AWI Architectural Woodwork Quality Standards, 1994 edition. 3. NWWDA "Care and Finishing of Wood Doors ". 1.03 SUBMITTALS A. Shop Drawings: Submit in accordance with Section 01300. Indicate location, size, elevation, details of construction, hardware blocking, fire rating, factory preparation requirements for each door type. B. Templates: Hardware templates for hardware mounted on wood doors will be submitted under Section 08710 directly to wood door manufacturer immediately after acceptance of hardware schedule. Report failure to receive templates with reasonable promptness to General Contractor. C. Quality Control Submittals: 1. Warranty: Submit in accordance with Section 01700. 2. Preparation Instructions: Submit to the Architect with shop drawings two (2) copies of door manufacturer's written instructions for preparation for finishing. 1.04 QUALITY ASSURANCE A. Regulatory Requirements: Provide UL or Warnock Hersey label on doors indicated on door schedule. 1. If any door or frame scheduled to be fire -rated cannot qualify for appropriate labeling because of its design, hardware or any other reason, advise Architect prior to submission of bids. S &H 9408 08210 -1 1.05 DELIVERY, STORAGE AND HANDLING A. General: Comply with Section 01600. In CL I. Delivery: Do not deliver doors to building until it is entirely enclosed, drywall and concrete work is completed and humidity in the building has reached average relative humidity of locality." 2. Storage: Stack doors flat and off floor. Do not drag doors across one another. 3. Protection: Protect doors during transit, storage and handling to prevent damage, soiling and deterioration. Comply with "On -Site Care" recommendations of NWWDA Care and Finishing of Wood Doors and with manufacturer's recommendations. 1.06 WARRANTY A. Interior Door Warranty: Provide written warranty in accordance with Section 01700 for solid core doors for life of installation to include reasonable cost of rehanging and refinishing. 1. Warranty: Cover warping (bow, cup or twist). photographing of construction below face veneers. and tolerance limitations of NWWDA. PART 2 - PRODUCTS 2.01 FLUSH DOORS A. Manufacturers: 1. Weyerhaeuser 2. Algoma Hardwoods, Inc. 3. Eggers Industries 4. Fenestra Wood Doors 4. Accepted substitute in accordance with Section 01600. B. Interior Solid Core Flush Doors: 1. Thickness: 1 -3/4" unless otherwise indicated. 2. Faces: Plain sliced birch with matching edges for transparent finish. 3. AWI Quality Grade: Custom 4. Finish: Field finish under Section 09900. 5. Under Cutting: Preserve full bottom rail. 6. Solid Core Door AWI Construction Type: PC -5 or PC -7 particleboard core. 7. Fire Rated Door AWI Construction Type: As indicated. a. Fire Rated Mineral Core Doors: Provide lock blocks. Provide panic blocks for panic hardware. b. Provide factory prefitting and premachining as required for fire rated labels. c. Custom applied wood moldings - see door schedule. S &H 9408 08210 -2 2.02 FACTORY PREFITTING AND PREMACHINING A. Doors: Prefit and premachine doors at factory. 1. Take accurate field measurements of hardware mortised in metal frames to verify dimensions and alignment before proceeding with machining in factory. 2. Machine doors for hardware requiring cutting of doors. 3. Comply with accepted hardware schedules and door frame shop drawings with hardware templates to ensure proper fit of doors and hardware. B. Tolerances: Comply with NWWDA tolerance requirements for prefitting. PART 3 - EXECUTION 3.01 EXAMINATION A. Verification of Conditions: Comply with Section 01600: 1. Before installation, verify that frames are proper size and type for door and are installed as required for proper installation of doors. 2. Notification: Notify General Contractor of unsatisfactory condi- tions in writing with copy to Architect. .B. Acceptance: Beginning of work means acceptance of existing conditions by installer. 3.02 PREPARATION A. Conditioning: Condition doors to average humidity in installation area prior to hanging. B. Prefitting: Prefit doors to frames and machine for hardware to whatever extent not previously worked at factory as required for proper fit and uniform clearance at each edge. C. Sealing: Before installation of hardware. brush apply exterior seal coat to all job site cut or planed surfaces. 1. Sealer: Type recommended by manufacturer. 3.03 INSTALLATION A. General: Install doors in accordance with manufacturer's recommen- dations. 1. Fit to width by planing and fit to height. In no case shall doors be cut down to opening sizes smaller than those for which they were manufactured. 2. Installation: By skilled finish carpenters or factory authorized installers. 3. Installer: Thoroughly familiar with the requirements of the manufacturer's door warranty as currently in effect and assure compliance with all provisions. S &H 9408 08210 -3 0 A. Adjustment: At completion of job, adjust doors and hardware as required and leave in proper operating condition. B. Protection: Advise General Contractor of proper procedures required to protect installed wood doors from damages or deterioration until acceptance of entire project. C. Replacement: Refinish or replace doors damaged during installation. 1. Causes for Rejection: Include chips, scratches or gouges of veneer. END OF SECTION S &H 9408 08210 -4 VW B. Clearance: 1. Non -Fire Rated Doors: a. Jamb: 1/8 1/8" bevel in 2 ". b. Head: 1/8 ". c. Between Double Doors: 1/8 ". d. Bottom at Decorative Floor Finish or Covering: 1/2 e. Bottom at Threshold: 1/4" between bottom of door and top of threshold. 2. Fire Rated Doors: Comply with applicable building code. C. Hanging:" 1. After sizing doors, fit for hardware as scheduled. Before in- stallation of hardware, brush apply an exterior seal coat to job site cut surfaces. Use sealer recommended by door manufacturer. +•" 2. Hang doors to be free of,binding with hardware functioning properly. 3.04 ADJUSTING AND PROTECTION A. Adjustment: At completion of job, adjust doors and hardware as required and leave in proper operating condition. B. Protection: Advise General Contractor of proper procedures required to protect installed wood doors from damages or deterioration until acceptance of entire project. C. Replacement: Refinish or replace doors damaged during installation. 1. Causes for Rejection: Include chips, scratches or gouges of veneer. END OF SECTION S &H 9408 08210 -4 VW SECTION 08225 METAL CLAD WOOD DOORS AND FRAMES PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Exterior metal clad wood doors and frames and related transoms. B. Related Sections: 1. Adjacent Wood Windows and Sidelites: Section 08611 Metal Clad Wood Windows 2. Final Cleaning of Glass: Section 01710 Final Cleaning 3. Finish Hardware: Section 08710 Finish Hardware 4. Metal Clad Wood Sliding Glass Doors: Section 08312 1.02 SUBMITTALS A. Shop Drawings: Submit in accordance with Section 01300. 1.03 DELIVERY, STORAGE AND HANDLING A. General: Comply with Section 01600. B. Delivery: Schedule delivery to coincide with glazing schedules so that minimum handling of crates is required. Do not open crates except as required for inspection for shipping damage. C. Storage: Store cases according to printed instruction on case, in areas least subject to traffic or falling objects. Keep Storage area clean and dry. D. Handling: Unpack cases following printed instructions on case. Stack individual windows on edge leaned slightly against upright supports with separators between each. 1.04 WARRANTY A. Provide one year written warranty for material and installation in accordance with Section 01700. PART 2 - PRODUCTS 2.01 MANUFACTURED WOOD DOORS A. Acceptable Manufacturers: 1. Eagle 2. Pozzi 3. Weathershield 4. Approved Substitute S &H 9408 08225 -1 0 MW B. Manufacturer and Type: Eagle clad french doors as indicated. Provide jamb extensions as required. C. Finish: Aluminum clad outside. Standard Color as selected by Architect. D. Hardware: Manufacturer's standard ball bearing, hinges, threshold and weatherstripping. Locksets by hardware supplier. 1. Finish: Polished chrome E. Weatherstrip: Weatherstripped. F. Exterior Trim: Aluminum clad wood. G. Glazing: Doors pre - glazed with 5/8" clear tempered insulating glass units, altitude adjusted if required. Provide snap -in grilles as indicated. H. Accessories: Provide necessary hardware, anchors and related items. PART 3 - EXECUTION 3..01 EXAMINATION A. Verification of Conditions: Before installation, verify that openings are plumb and square and of proper dimension. Report frame defects or unsuitable conditions to the Construction Manager before proceeding. B. Acceptance: Beginning of installation means acceptance of existing conditions. 3.02 INSTALLATION AND ADJUSTMENT A. General: Install according to manufacturer's instructions and reviewed shop drawings. Adjust to work freely with all hardware functioning properly. Re- adjust at completion of the job if directed by the Construction Manager. 3.03 PROTECTION A. Cover windows during spray painting or other construction operations that might cause damage. B. Protect threshold during construction. 3.04 CLEANING A. Leave in a job clean condition. Final cleaning of glass will be done under Sections 01710. S &H 9408 08225 -2 „ 03 m END OF SECTION S &H 9408 08225 -3 SECTION 08230 PACKAGED WOOD DOOR FRAMES PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Fire Rated Packaged Wood Door Frames B. Related Sections: 1. Welded Steel Door Frames and Hollow Metal Doors: Section 08110 Steel Doors and Frames 2. Wood Doors: Section 08210 3. Finish Hardware: Section 08710 4. Field Finish: Section 09900 5. Custom Wood Door Frames: Section 06275 Wood Door Frames 1.02 SUBMITTALS A. Shop Drawings: Submit shop drawings for all items under this section. See Section 01300 Submittals. 1.03 QUALITY ASSURANCE A. Regulatory Requirements: Provide fire label as required on doors and frames indicated on the door schedule. 1.04 DELIVERY, STORAGE AND HANDLING A. General: Comply with Section 01600. Deliver and store frames in original cartons. PART 2 - PRODUCTS 2.01 DOOR AND WINDOW FRAMES A. Acceptable Manufacturers: 1. Eggers Industries 2. Approved Substitute B. Construction: 1. Eggers Industries Fire Guard 20 Minute. 2. Sizes and Types: As indicated. Widths as required for wall conditions. Machined for hinges and strikes specified under Section 08710 Finish Hardware. 3. Species: Birch for job finish under Section 09900. 4. Fire Ratings: 20 minute where indicated. S &H 9408 08230 -1 W PART 3 - EXECUTION 3.01 INSTALLATION Set frames accurately in accordance with manufacturer's instructions, straight and free of twist with head level and jambs plumb. Rigidly "W anchor to partitions as required for fire rating. END OF SECTION S &H 9408 08230 -2 MW SECTION 08260 PACKAGED WOOD DOOR ASSEMBLY PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Exterior wood folding door assembly B. Related Sections: 1. Final Cleaning of Glass: Section 01710 Final Cleaning 2. Wood Trim: Section 06200 Finish Carpentry 1.02 SUBMITTALS A. Shop Drawings: Submit in accordance with Section 01300. 1.03 DELIVERY, STORAGE, AND HANDLING A. General: Comply with Section 01600 B. Delivery: Schedule delivery to coincide with glazing schedules so that minimum handling of crates is required. Do not open crates except as required for inspection for shipping damage. C. Storage: Store cases according to printed instruction on case, in areas least subject to traffic or falling objects. Keep storage area clean and dry. PART 2 - PRODUCTS 2.01 WOOD FOLDING GLASS DOORS AND FRAMES A. Acceptable Manufacturers: 1. NANA Windows and Doors, 707 Redwood Hwy., Mill Valley, CA 94941. Tel: 800/873 -5973 B. Description: 1. Glazing: adjusted 2. Finish: 3. Hardware Finish: NANA Opening Glasswall as indicated. Factory tempered clear insulating glazing. altitude if required. Douglas Fir Provide complete with standard pulls and deadlock. Polished chrome C. Accessories: Provide necessary anchors and related items. S &H 9408 08260 -1 PART 3 - EXECUTION 3.01 EXAMINATION A. Examination: Before installation, verify that openings are plumb and square and of proper dimension. B. Acceptance: Beginning of installation means acceptance of existing conditions by installer. 3.02 INSTALLATION AND ADJUSTMENT A. General: Install doors according to manufacturer's instructions and reviewed shop drawings. Adjust to work freely with all hardware functioning properly. Readjust doors at completion of the job if directed by the Architect. 3.03 PROTECTION A. Cover doors during spray painting or other construction operations that might cause damage. B. Protect track threshold during construction. 3.04 CLEANING A. Leave doors in a job clean condition. Final cleaning of glass will be done under Section 01110. END OF SECTION S &H 9408 08260 -2 SECTION 08305 PART 1 - GENERAL 1.01 SUMMARY ACCESS DOORS A. Section Includes: 1. Access doors into pipe and utility spaces. B. Related Sections: 1. Roof Hatch: Section 07720 Roof Accessories. 2. Furnishing Access Doors as Specified in This Section for Mechanical Equipment: Division 15 Mechanical. 3. Furnishing Access Doors as Specified in This Section for Electrical Equipment: Division 16 Electrical. 4. Installation of Access Doors: Appropriate sections. PART 2 - PRODUCTS 2.01 ACCESS DOORS A. Located in Tile, Gypsum Drywall: 1. Milcor Style M 2. MM Systems Boico Style C 3. Karp Model DSC -211 4. JL Industries Model TM 5. Williams Brothers WB -GP 6. Accepted substitute in accordance with Section 01600. B. Fire -Rated Access: 1. Milcor Fire -Rated Access Door 2. MM Systems Boico Fire Rated Access Door Series F 3. Karp Model KRP -150 FR 4. JL Industries Model FD 5. Williams Brothers WB -FR 6. Accepted substitute in accordance with Section 01600. C. Description: 1. Sizes: As indicated on drawings or as required to properly service mechanical or electrical equipment. 2. Locking Devices: Key operated cam locks. 3. Finish: Prime for painted finish under Section 09900. S &H 9408 08305 -1 END OF SECTION S &H 9408 08305 -2 D PART 3 - EXECUTION 3.01 INSTALLATION A. Mechanical or Electrical Access: Access doors required for access to mechanical or electrical equipment shall be provided under Division 15 or Division 16 and installed by the trade responsible for the material in which door is located. B. General Access: Furnish access door indicated on drawings for general access to be installed by trade responsible for material in which door 2 is located. END OF SECTION S &H 9408 08305 -2 D SECTION 08312 METAL CLAD WOOD SLIDING GLASS DOORS PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Exterior Wood Sliding Glass Doors. 2. Sliding Screens B. Related Sections: 1. Exterior Wall Framing: Section 05400 Cold Formed Metal Framing. 2. Final Cleaning of Glass: Section 01710 Final Cleaning. 3. Metal Clad Wood Windows; Section 08611. 4. Metal Clad Wood Doors and Frames: Section 08213. 1.02 SUBMITTALS A. Shop Drawings: Submit in accordance with Section 01300. 1.03 DELIVERY, STORAGE AND HANDLING A. General: Comply with Section 01600. B. Delivery: Schedule delivery to coincide with installation schedules so that minimum handling of crates is required. Do not open crates except as required for inspection for shipping damage. C. Storage: Store cases according to printed instruction on case, in areas least subject to traffic or falling objects. Keep Storage area clean and dry. PART 2 - PRODUCTS 2.01 WOOD SLIDING GLASS DOORS A. Acceptable Manufacturers: 1. Eagle 2. Pozzi 3. Weathershield 4. Accepted Substitute B. Description: Aluminum Clad Sliding Doors and Frames, as indicated. Provide jamb extensions as required. 1. Glazing: Factory tempered insulating clear glazing units, altitude adjusted if required. Provide jamb extensions as required. 2. Exterior Finish: Aluminum clad, Standard color as selected. 3. Accessories: Provide with sliding aluminum mesh screens. S &H 9408 08312 -1 4. Hardware: Provide complete with standard pulls and interior deadlock, threshold and weatherstripping, 5. Trim: Aluminum clad wood to match door and frame. C. Accessories: Provide necessary anchors and related items. D. Trim Flashings: Provide all related aluminum trim flashings, color to match doors. PART 3 - EXECUTION 3.01 EXAMINATION A. Examination: Before installation, verify that openings are plumb and square and of proper dimension. B. Acceptance: Beginning of installation means acceptance of existing conditions by installer. 3.02 INSTALLATION AND ADJUSTMENT A. General: Install doors according to manufacturer's instructions and reviewed Shop Drawings. Adjust to work freely with all hardware functioning properly. Readjust doors and screens at completion of the job if directed by the Construction Manager. 3.03 PROTECTION A. Cover doors during spray painting or other construction operations that might cause damage. B. Protect track threshold during construction. 3.04 CLEANING A. Leave doors in a job clean condition. Final cleaning of glass will be done under Sections 01710. END OF SECTION S &H 9408 08312 -2 SECTION 08460 AUTOMATIC ENTRANCE DOORS PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Automatic Sliding Entrance Doors B. Products Installed but not Furnished Under This Sections 1. Cylinder: Section 08710 Finish Hardware C. Related Sections: 1. Electrical Wiring: Division 16 Electrical 1.02 REFERENCES A. Reference Standards: Comply with: 1. ANSI A156.10 - 1985 Power Operated Pedestrian Doors. 1.03 SUBMITTALS A. Shop Drawings and Product Data: Submit in accordance with Section 01300. Indicate all elements including recess and electrical requirements. B. Manufacturer's Maintenance Instructions: Submit in accordance with Section 01730. 1.04 DELIVERY, STORAGE AND HANDLING A. General: Comply with Section 01600. 1.05 WARRANTY A. Provide two year written warranty for material and installation in accordance with Section 01700. PART 2 - PRODUCTS 2.01 AUTOMATIC ENTRANCE DOORS A. Acceptable Manufacturers: 1. Horton Automatics 2. Approved Substitute B. Manufacturer and Type: Horton Series 110, automatic sliding entrance doors with emergency breakout and electric operator. Include header and track, jambs, sliding door, threshold and side lights. S &H 9408 08460 -1 C. Description: 1. Aluminum Sections: 6063T -5 alloy not less than.125" thick. 2. Header Section: Conceal operator mechanism, track and wheels. 3. Sliding Panels: Supported by four ball bearing wheels on nylon covered support track. 4. Concealed Guides: Stabilize bottom of door 5. Anti - derailing: Continuous extrusion full length of door travel. 6. Track: Replaceable without removing operator 7. Weatherstripping: Double mohair. 8. Door Panels: T &G key fitted gusset construction. 9. Finish: Clear anodized. 10. Hardware: Sliding panel shall have Adams Rite maximum security lock MS 1853A 505 31/32 ". 1- 5/32" standard size cylinder provided under Section 08710. 11. Operator: All electric header mounted and concealed with a securely attached, removable cover. It shall have a time delay adjustable from 1 to 28 seconds. The opening speed, closing speed, back check and latch check shall be fully and independently adjustable. Braking or checking shall be an integral function of the operator for deceleration of the moving panel. For protection in case of electrical power failure, operator shall include automatic pressure relief to prevent closing on pedestrians and there shall be no springs or mechanisms to prevent free manual operation of the door. A power ON and OFF switch shall be located on the inside of the header and shall serve a second function as "hold open" for door 12. Switch: Model C1190 overhead motion detector. D. Electrical Connections: Under Division 16. E. Glazing: Clear tempered insulating glass by door installer. PART 3 - EXECUTION 3.01 EXAMINATION A. Verification of Conditions: Inspect to verify existing conditions are satisfactory for installation. Report unsatisfactory conditions to the General Contractor. B. Acceptance: Beginning of installation means acceptance of existing conditions. 3.02 PREPARATION A. Coordinate size and location of recess and electrical rough -in. 3.03 INSTALLATION A. The sliding door package shall be installed by factory authorized and trained personnel in strict compliance with the manufacturer's recommendations and according to approved shop drawings. Coordinate installation with adjacent frames installed under Section 08410. S &H 9408 08460 -2 IM B. Set units of plumb, level and true to line without warp or rack of frames or sash. C. Anchor frames solidly to surrounding construction to prevent distortion or misalignment. D. Apply protective coating to separate aluminum from galvanically incompatible materials. E. Instruct Owner's representative in proper operation of units. F. Make necessary electrical connections for full operation of doors. 3.04 ADJUSTING AND CLEANING A. Adjust moveable units to operate smoothly and to be weathertight when closed. B. Lubricate hardware and moving parts. C. Clean aluminum surfaces and remove excess sealants. D. Leave units in closed position to protect against dirt and elements. END OF SECTION S &H 9408 08460 -3 SECTION 08611 METAL CLAD WOOD WINDOWS PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Metal Clad Wood Windows B. Related Sections: 1. Final Cleaning of Glass: Section 01710 Final Cleaning 2. Metal Clad Wood Sliding Glass Doors: Section 08312 3. Metal Clad Wood Doors and Frames: Section 08225 1.02 SUBMITTALS A. Shop Drawings: Submit in accordance with Section 01300. B. Samples: Provide color samples for verification of custom color. 1.03 DELIVERY, STORAGE AND HANDLING A. General: Comply with Section 01600. B. Delivery: Schedule delivery to coincide with installation schedules so that minimum handling of crates is required. Do not open crates except as required for inspection for shipping damage. C. Storage: Store cases according to printed instruction on case, in areas least subject to traffic or falling objects. Keep storage area clean and dry. PART 2 - PRODUCTS 2.01 MANUFACTURED WOOD WINDOWS A. Acceptable Manufacturers: 1. Eagle 2. Pozzi 3. Weathershield 4. Approved Substitute B. Manufacturer and Type: Eagle -clad fixed, double hung and casement units. Provide aluminum mesh screens. Provide jamb extensions as required. Snap in grilles as indicated. C. Finish: Stain finish inside. Aluminum clad outside in standard and custom color selected by Architect. (As noted on window schedule). S &H 9408 08611 -1 D. Exterior Trim: Metal clad wood to match windows. E. Hardware: 1. Casements: Roto operator and sash fastener. Egress hardware at all living units as required by code. F. Weatherstrip: Manufacturer's standard. G. Glazing: Factory pre - glazed with clear insulating glass, altitude adjusted. H. Accessories: Provide necessary hardware, anchors and related items. I. Trim.Flashings: Provide all related aluminum trim flashings, color to match windows. PART 3 - EXECUTION 3.01 EXAMINATION A. Verification of Conditions: Before installation, verify that openings are plumb and square and of proper dimension. B. Acceptance: Beginning of installation means acceptance of existing conditions by installer. 3.02 INSTALLATION AND ADJUSTMENT A. General: Install windows according to manufacturer's instructions and reviewed shop drawings. Adjust operable sash to work freely with all hardware functioning properly. Re- adjust at completion of the job as directed by the Architect. 3.03 PROTECTION A. Cover windows during spray painting or other construction operations that might cause damage. 3.04 CLEANING A. Leave windows in a job clean condition. Final cleaning of glass will be done under Section 01710. END OF SECTION S &H 9408 08611 -2 , ki SECTION 08710 DOOR HARDWARE PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Door Hardware 2. Key Box B. Products Furnished but not Installed Under This Section: 1. Cylinders for All Glass Entrances: Section 08450 C. Related Sections: 1. Hollow Metal Doors and Frames: Section 08110 Steel Doors and Frames 2. Wood Doors: Section 08210 3. Threshold Sealant: Section 07900 Joint Sealers D. Allowances: 1. Finish Hardware Allowance: Each bidder shall include in his proposal an allowance as specified in Section 01020. 1.02 SUBMITTALS A. Hardware Schedule: 1. Within 20 days after receipt of order for finish hardware, prepare complete schedule and submit in accordance with Section 01300. 2. Do not order hardware until accepted copy of schedule is returned to supplier bearing stamps of Contractor and Architect. 3. Include catalog cut of each different hardware item on hardware schedule. 4. Schedule: Indicate following details: Door Numbers Frame Materials Location Hand of Door Size and Thickness of Door Degree of Opening Door Material Type of Attachment As well as any other pertinent information regarding door and quality and type of hardware to be furnished. B. Templates: Within 10 days after receipt of accepted hardware schedule, submit four sets of templates and schedules to: 1. Hollow metal door and frame supplier. 2. Wood door supplier. C. Quality Control Submittals: 1. Warranty: Submit in accordance with Section 01700. S &H 9408 08710 -1 1W D. Contract Closeout Submittals: 4. 1. Operation and Maintenance Data: Submit in accordance with Section 01730. Include printed sheets from manufacturer covering hardware furnished. Include following information: a. Name, address and telephone number of hardware suppliers. b. Maintenance instructions and parts list for each type of operating hardware including: (1) Locks (2) Exit Devices , (3) Closers 1.03 QUALITY ASSURANCE A. Supplier Qualifications: Hardware supplier shall have in his employ regular member, in good standing, of American Society of Architectural Hardware Consultants, who shall be responsible for detailing, scheduling and ordering of finish hardware. B. Regulatory Requirements: Provide Underwriters Laboratory listed hardware for fire or accident hazard where scheduled or required to maintain rating of opening. 1.04 DELIVERY, STORAGE AND HANDLING A. General: Comply with Section 01600. 1. Delivery: Deliver hardware to job site only after proper provision for storage have been made. 2. Labels: Properl'y package and label each item to indicate exact location for which intended. 3. Check -In: Hardware supplier shall authorize his representative to be present when finish hardware is delivered to site and shall check in each item and turn over to Contractor for storage in secure place under lock and key. _ 1.05 WARRANTY A. Warranty: Provide following written warranties covering hardware in accordance with Section 01700. 1. Warranty against mechanical failure of door closers for five year period. 2. Warranty against failure of parts for hardware except door closers for two year period. Warranty shall include cylinder locks. PART 2 - PRODUCTS 2.01 KEYING, KEYS AND MASTER KEYS A. Keying Schedule: Key all cylinders alike or different as directed by Owner. Be responsible to schedule meeting with Owner to obtain Owner's keying requirements. S &H 9408 08710 -2 I B. Construction Keys: All exterior cylinders shall be construction master keyed. At time of Owner occupancy, make construction keys inoperative. C. Master Key: Cylinders shall be master keyed. Provide total of six building master keys. D. Keys: Provide two keys for each interior cylinder keyed. Stamp keys and cylinders with door number. E. Key Delivery: I. Master Keys and Submaster Keys and Identified Change Keys: Delivery direct from factory by registered mail in safety envelopes directly to Owner 2. Other Keys: Mail other keys to General Contractor at his office. 2.03 KEY BOX A. Key Box: Provide one Knox Company, Model 3200 Knox Box, recessed mount 1. Finish: Black 2. Provide location stickers as required. 2.04 GENERAL MATERIAL REQUIREMENTS A. Fasteners: Furnish necessary screws and bolts for proper installation. Provide suitable sizes, type and finish to harmonize with hardware. 1. Hardware Attached to Metal: Templated and fastened with machine screws long enough to penetrate 1/2" thick reinforcing. B. Silencers: Provide rubber silencers for doors installed in interior metal frames. Provide three silencers for each door and two for each pair of doors. C. Cylinders: Furnish cylinders of same keyway unless otherwise specified. PART 3 - EXECUTION 3.01 INSTALLATION A. General: Provide factory hardware technician to be present to assist and instruct those applying finish hardware. B. Fastening: Furnish items of hardware with attachment screws, bolts, nuts, etc. as required to attach hardware to type of material involved and with finish to match adjacent hardware. 1. Make attachments to metal by template machine screws. 2. Through -bolt hardware such as door closers, forearm shoes of closers, holding devices and panic hardware mounted on doors or panels. 3. Attach hardware to masonry or concrete with expansion bolts or similar drilled anchors to develop full strength of attached device. Set expansion anchors in solid masonry not mortar joints. S &H 9408 08710 -3 y 3.02 KEY BOX A. Install in locations directed by Architect. Properly tag and install keys in key cabinet. 3.03 PROTECTION A. Painting: Do not install door silencers, kickplates, pushplates, door bottoms and wall stops until after painting is complete. Loosen locksets and panic hardware prior to painting and retighten after painting is complete. Mask hardware or otherwise protect during painting operation. 3.04 ADJUSTMENT A. Adjusting by Hardware Manufacturer's Representative: Prior to final inspection, inspect and adjust door closers, locks and items requiring close adjustment and regulation and check keying. END OF SECTION S &H 9408 08710 -4 w 6 C. Weatherstripping and Thresholds:` 1. Weatherstripping and Soundstripping: Run full height of both jambs and full width of head. 2. Thresholds and Door Bottoms: Run full width of opening. Install thresholds with continuous threshold anchors cast into slab and set in sealant under Section 07900. D. Mounting Heights (Unless Otherwise Indicated): Dimensions given are from floor to center line of hardware item. 1. Door Knobs: Standard - 38 Inches 2. Pushplates: Standard - 46 Inches .mss 3. Pullplates: Standard - 46 Inches 4. Exit Devices Cross Bar: Standard - 36 Inches W Note: AW a. Mount pull on opposite side of panic device to coincide with exit device template. VP b. Install pushplate to conceal through bolts of pull. 3.02 KEY BOX A. Install in locations directed by Architect. Properly tag and install keys in key cabinet. 3.03 PROTECTION A. Painting: Do not install door silencers, kickplates, pushplates, door bottoms and wall stops until after painting is complete. Loosen locksets and panic hardware prior to painting and retighten after painting is complete. Mask hardware or otherwise protect during painting operation. 3.04 ADJUSTMENT A. Adjusting by Hardware Manufacturer's Representative: Prior to final inspection, inspect and adjust door closers, locks and items requiring close adjustment and regulation and check keying. END OF SECTION S &H 9408 08710 -4 w 6 DIVISION 9 FINISHES SECTION 09261 GYPSUM BOARD PARTITIONS AND WALLS PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Metal Stud and Gypsum Board Partitions 2. Metal Furring and Gypsum Board 3. Structural Metal Studs and Gypsum Board as Indicated 4. Shaftwall System 5. Sound Insulation and Sealants 6. Accessories and Finishing 7. Cementitious Board Back -up for Wall Tile in Tub Recesses B. Products Installed but not Furnished Under This Section: 1. Access Panels: Section 08305 C. Related Sections: 1. Gypsum Sheathing: Section 06116 2. Blanket Insulation: Section 07210 Building Insulation 3. Drywall Ceilings: Section 09262 Gypsum Board Ceilings 4'. Painting: Section 09900 Painting 5. Structural Metal Studs: Section 05400 Cold Formed Metal Framing 1.02 REFERENCES A. Reference Standards: See Section 01060. Comply with following: 1. ASTM C754 -88 Installation of Steel Framing Members to Receive Screw - Attached Gypsum. 2. GA 216 -89 Recommended Specifications for the Application and Finishing of Gypsum Board. 1.03 SYSTEM DESCRIPTION A. Design Requirements: 1. Gypsum Board Partitions: Partitions listed and labeled for fire protective ratings where indicated. 1.04 SUBMITTALS A. Product Data: Submit copies of manufacturer's specifications covering all materials with all materials and accessories plainly identified. See Section 01300 Submittals. B. Shop Drawings: Submit shop drawings for all custom radius column covers and ceiling units. See Section 01300 Submittals. S &H 9408 09261 -1 C. Samples: Submit 2'x2' sample of texture for Architect's approval. 1. Finish: Knock -down as directed. 1.05 PROJECT CONDITIONS A. Environmental Requirements: During gypsum panel application and finishing, maintain temperatures within building within range of 55 to 70° F. Provide adequate ventilation to carry off excess moisture. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Drywall, Drywall Studs and Accessories: 1. United States Gypsum (USG) 2. Genstar Gypsum Products Co. 3. Georgia- Pacific 4. National Gypsum Co. (Gold Bond) 5. The Celotex Company 6. Accepted substitute in accordance with Section 01600. 2.02 DRYWALL STUDS AND RELATED METALS A. Interior Steel Studs: USG ST 25 gage No. 358ST (3 -5/8 inch). Use other sizes where specifically called for. 1. Provide USG CWS 20 gage studs both sides of door frames. B. Steel Stud Runners: USG CR 25 gage Runner No. 358CR (3 -5/8 inch) to match studs. Provide long leg runners for slip joint at structure above where indicated. C. Furring Channels: USG Metal Furring Channels. 2.03 DRYWALL AND RELATED MATERIALS A. Faceboards: 1. Size: 5/8 inch thick unless specifically indicated otherwise. 48 inch wide x length to allow for vertical installation without cross joints. 2. Type: USG tapered edge Firecode (Type X) or Regular Gypsum Panels as required. B. Fasteners: One inch USG Type S drywall screws. Use proper type for gage of stud. C. Accessories: 1. Corner Bead: USG No. 103 Dur -A -Bead, 1 -1/4" x 1 -1/4 " . 2. Metal Trim: USG No. 2008. 3. Control Joint: USG No. 093. 4. Adhesive: USG Durabond multi - purpose adhesive. S &H 9408 09261 -2 D. Finishing Materials: 1. Joint Treatment: USG Perf -A -Tape System. 2. Texture: USG Texture. E. Sound Isolation Materials: 1. Sound Attenuation Blankets: USG Thermafiber Sound Attenuation Blankets. Three inches thick unless otherwise indicated. 2. Acoustical Sealant: USG Acoustical Sealant. 3. Ductwork Penetrations Packing: Low density fiberglass. 2.04 SHAFTWALL SYSTEM A. 3 -3/4" total thickness, 2 hour label with components as follows: 1. Studs: 2 -1/2" C -H studs or equal. 2. Faceboards: 2 layers 5/8" fire rated drywall. 3. Liner Board: 1" Gypsum shaftwall liner. PART 3 - EXECUTION 3.01 ERECTION OF DRYWALL STUD PARTITIONS A. Reference Standard: Erect steel framing in accordance with ASTM C754 and USG Gypsum Construction Handbook. B. Layouts: Align partition studs accurately according to partition layout. C. Anchoring: Anchor runner channels to concrete slabs with concrete stub nails or power- driven anchors at 24 inches o.c. Anchor runner channels to ceiling grid where applicable with stove bolts. Install headers where required to receive runners where studs extend above ceiling system. D. Studs: Position studs vertically in runners. Anchor studs located adjacent to openings or partition intersections and corners to runners with USG metal lock fastener or with 1/2 inch Type S pan head screws. 1. Space studs 16 inches o.c. unless otherwise indicated. 2. Corners and Intersections: Locate studs no more than two inches from abutting partitions, corners, etc. 3. Openings: Locate studs not more than two inches from opening frames. Anchor studs to frame anchor clips by bolt or screw attachment. Install headers over openings as'recommended by the manufacturer. a. Wood Doors and Hollow Metal Doors: Provide two studs at jambs. 4. Wood Blocking: See Section 06100. E. Bracing: Provide diagonal bracing at head of studs that terminate above the ceiling level. Bracing shall consist of metal studs bent to V -shape and extending at 45° from partition head to structure above. Locate bracing 48 inches maximum o.c. S &H 9408 09261 -3 3.02 MISCELLANEOUS FRAMING AND FURRING A. General: Provide necessary framing, and furring for special framing at recesses; specialty items; wall mounted casework, shelving and equipment; etc. Frame around columns as indicated. Provide necessary framing and suspension for offsets, verticals, recessed and all other gypsum drywall surfaces not provided under Section 09262 Gypsum Board Ceilings. B. Furring: Install furring channels over back -up material. Position channels vertically at 24 inches o.c. unless indicated otherwise. Use powder- activated fasteners or stub nails at 24 inches o.c. along alternating flanges. Shim channels level as required. 3.03 INSULATION A. Sound Attenuation Blankets: Place in partitions tight within spaces, around cut openings, behind and around electrical and mechanical items within partitions and tight to items passing through partitions. 1. Ductwork Penetrations: Provide one inch wide clearance around ductwork and pack with fiberglass ready for calking. 3.04 INSTALLATION OF GYPSUM DRYWALL A. Reference Standard: Apply and finish gypsum board in accordance with GA 216. B. Layout: Apply gypsum wallboard panels vertically with abutting ends and edges occurring over stud flanges or furring. 1. Joints on Opposite Sides of Partitions: Shall not occur over same stud. 2. Two Layer Construction: Stagger joints between layers. C. Fasteners: Apply board to studs or furring with drywall screws spaced 12 inches o.c. in field of board and eight inches o.c. staggered along vertical abutting edges. 1. Use Type S -12 screws for attaching to structural studs. D. Layers: Install multiple layer drywall as indicated. E. Water Resistant: 1. Use where indicated. F. Cementitious Board: Apply over steel studs as recommended by manufacturer. 1. Install as back -up for ceramic tile in showers. G. Corner Bead: Apply as recommended by manufacturer at exposed out corners. H. Trim: Apply as recommended by manufacturer, where gypsum board abuts other materials, and as indicated. S &H 9408 09261 -4 M Q I. Tolerances: Gypsum board surface plane within +/- 1/8" in 10 J. Finishing: Finish joints trim and fastener dimples as recommended by USG Perf -A -Tape Joint System. Sand smooth. K. Texture: Apply texture to match approved sample following application of prime coat by painting subcontractor. L. Acoustical Sealant: Apply at perimeter and at all penetrations of gypsum board in single bead. 1. Locations: Apply at partitions with sound attenuation blankets. 2. Caulk ductwork penetrations. 3. Caulk both sides of partitions edges with continuous bead. 3.05 SHAFTWALL SYSTEM A. Erect shaftwall system as recommended by manufacturer and as required to meet specified fire rating. Use manufacturer's standard details for corners and wall junctions. Finish faceboards as specified under Article 3.04. Add additional faceboards where indicated on drawings. Provide horizontal installation where indicated. END OF SECTION S &H 9408 09261 -5 SECTION 09262 GYPSUM BOARD CEILINGS PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Metal Framing and Gypsum Board Ceilings 2. Accessories and Finishing B. Products Installed but not Furnished Under This Section. 1. Access Panels: Section 08305 C. Related Sections: 1. Drywall Partitions: Section 09261 Gypsum Board Partitions and Walls 2. Painting: Section 09900 Painting 1.02 REFERENCES A. Reference Standards - See Section 01060. Comply with following: 1. ASTM C754 -88 Installation of Steel Framing Members to Receive Screw - Attached Gypsum Wallboard. 2. GA 216 -89 Recommended Specifications for the Application and Finishing of Gypsum Board. 1.03 SYSTEM DESCRIPTION A. Design Requirements: 1. Fire Rating: All gypsum board ceilings listed and labeled for one hour fire protective rating. 1.04 SUBMITTALS A. Product Data: Submit copies of manufacturer's specifications covering all materials to be used with all materials and accessories plainly identified. See Section 01300 Submittals. B. Samples: Submit 2'x 2' sample of texture for Architect's approval. 1. Finish: Knock -down as directed. 1.05 DELIVERY, STORAGE AND HANDLING A. Deliver all material in original, unopened containers and store in a clean, dry area until ready to use. S &H 9408 09262 -1 J 1.06 PROJECT CONDITIONS A. Environmental Requirements: During gypsum panel application and finishing, maintain temperatures within building within range of 55 to 70 °F. Provide adequate ventilation to carry off excess moisture. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Drywall, Metal Framing, and Accessories: 1. United States Gypsum (USG) 2. Genstar Gypsum Co. 3. Georgia- Pacific 4. National Gypsum Co. (Gold Bond) 5. The Celotex Company 6. Accepted substitute in accordance with Section 01600. 2.02 METALS A. Runner Channels: 1 -1/2" and 3/4 16 gage cold rolled channels, black asphaltum painted. B. Furring Channels: USG metal furring channels. C. Steel Studs: USG ST 25 gage. size as indicated. D. Hanger Wire: No. 9 gage galvanized wire. E. Tie Wire: No. 16 gage galvanized wire. 2.03 DRYWALL AND RELATED MATERIALS A. Faceboards: 1. Size: 5/8" thick unless specifically indicated otherwise 48" wide x length to minimize cross joints. 2. Type: USG Firecode tapered edge gypsum panels. B. Fasteners: One inch USG Type S or W drywall screws. Use proper type for gage of metal framing. C. Accessories: 1. Corner Bead: USG No. 103 Dur -A -Bead, 1 - 1/4 " x 1 -1/4" 2. Metal Trim: USG No. 200B. 3. Control Joint: USG No. 093. 4. Adhesive: USG Durabond multi - purpose adhesive. D. Finishing Materials: 1. Joint Treatment: USG Perf -A -Tape System. 2. Texture: USG texture. S &H 9408 09262 -2 6 PART 3 - EXECUTION 3.01 GRILLAGE ERECTION A. Reference Standard: Erect steel framing in accordance with ASTM C574. B. Hangers: Install wire hangers spaced not over 48 o.c. in direction of 1 -1/2" main runner channels and within 6" of ends of main runners or interruptions of ceiling continuity. Hang from structure above. Install hangers 24" o.c. at gypsum drywall ceilings supporting wood or metal ceilings or other secondary ceiling systems. C. At light troffers or other openings, reinforce grillage with 3/4" cold rolled channels wired atop and parallel to main runner channels. D. Erect grillage as recommended by the manufacturer. Provide all necessary framing and suspension for offsets, verticals and decorative recesses, etc. Use drywall studs where indicated or required. See Section 09261 for type. Install 1- 1/2" main runner channels 24" o.c. at ceilings supporting wood or metal ceilings or other secondary ceiling systems. 3.02 INSTALLATION OF GYPSUM DRYWALL A. Apply gypsum board of maximum practical length with long dimensions at right angles to furring channels and fasten with drywall screws spaced 12" o.c. in the field of the board and 8" o.c. along abutting edges. All end and edge joints shall occur over furring channels with end joints staggered. Properly support gypsum board around cutouts and openings. B. Apply metal trim as recommended by the manufacturer and wherever gypsum drywall abuts other materials. C. Finish all exposed joints, trim and fastener dimples as recommended by manufacturer of tape joint system. Sand smooth. D. Apply texture as directed following application of primer. Application of primer by painting subcontractor. END OF SECTION S &H 9408 09262 -3 SECTION 09300 PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Ceramic Floor tile 2. Ceramic Wall Tile 3. Ceramic Tile Base 1.02 REFERENCES TILE A. Reference Standards: Comply with the following standards: 1. Installation Specifications: ANSI A108.5 -1992 Ceramic Tile Installed with Dry -Set Portland Cement Mortar or Latex - Portland Cement Mortar ANSI A108.10 -1992 Installation of Grout in Tilework 2. Material Specifications: ANSI A118.4 -1992 Latex- Portland Cement Mortar ANSI A118.6 -1992 Ceramic Tile Grouts ANSI A137.1 -1988 Ceramic Tile 3. Tile Council of America, Inc. (TCA): 1994 Handbook for Ceramic Tile Installation. 1.03 SUBMITTALS A. Product Data: Submit catalog data for all setting, grouting and miscellaneous materials in accordance with Section 01300. B. Samples: Submit complete samples of tile and grout to Architect for color selection in accordance with Section 01300. 1.04 DELIVERY, STORAGE AND HANDLING A. General: Comply with Section 01600. Deliver tile in unopened, grade sealed packages. Deliver mortar mixes and grouts in unopened containers. Store materials in a clean, dry area. 1.05 PROJECT CONDITIONS A. Environmental Conditions: Do not install tile set in Portland cement mortar when the ambient temperature is below 50 °F. Comply with minimum temperature requirements of bonding and grouting materials manu- facturers. B. Protection: Protect adjoining work surfaces before tile work begins. S &H 9408 09300 -1 1.06 MAINTENANCE A. Maintenance Materials: Provide the Owner at completion of the job 3 of each size and color used. PART 2 - PRODUCTS 2.01 TILE A. Tile Allowance: See Section 01020 Allowances B. Accessory Pieces: Provide bullnose ceramic tile pieces at all outside corners or exposed edges. 2.02 SETTING AND GROUTING MATERIALS A. Acceptable Manufacturers: 1. Bostik /Hydroment. 2. C -Cure Chemical Co., Inc. 3. Custom Building Products 4. Laticrete International, Inc. 5. Approved Substitute B. Latex - Portland Cement Mortar (Thin -Set): ANSI 118.4; C -Cure Crete and C -Cure Crete Powder. C. Grout: C -Cure M -P Grout. Mix as recommended by manufacturer. Color as selected by Architect. 2.03 EXPANSION JOINT SEALANT A. Floors: Two component self - leveling sealant complying with FS TT -S- 00227E. Color to match floor grout. PART 3 - EXECUTION 3.01 EXAMINATION A. Verification of Conditions: Before proceeding, examine surfaces to receive tile, setting beds or accessories for defects or conditions adversely affecting quality and execution of the installation. Report unsatisfactory conditions to the General Contractor in writing with copy to Architect. Verify locations of all expansion and control joints in substrate for compliance with Article 3.04. B. Acceptance: Beginning of installation means acceptance of substrates. 3.02 PREPARATION A. Cleaning: Clean concrete base slab to receive thin set tile to remove dust, dirt and loose material. Remove curing compounds and sealers and test for absorption using water or acid methods. S &H 9408 09300 -2 A 9 3.03 INSTALLATION A. Tile Floors - Thin Set Installation on Lightweight Topping: Install, grout, clean, protect and cure in conformance with TCA Handbook Method F122 and ANSI A108.5 using Latex - Portland Cement Mortar and Latex- Portland Cement Grout recommended by the manufacturer for this purpose. B. Wall Tile and Base - Installation Over Gypsum Board: Install wall tile using the thin set method. Install, grout, clean, protect and cure in conformance with TCA Handbook Method W243 and ANSI A108.5 using latex Portland cement mortar. C. Wall Tile and Base - Installation Over Cementitious Board: Install wall tile using the thin set method. Install, grout, clean, protect and cure in conformance with TCA Handbook Method W244 and ANSI A108.5 using latex - Portland cement mortar. D. Ceramic Tile Walls in Bathtub Recesses: Install, grout, clean, protect and cure in conformance with TCA Handbook Methods 8412 or B413 over cementitious or water resistant gypsum board backup. 3.04 EXPANSION AND CONTROL JOINTS A. General: Comply all with requirement of TCA Handbook Method EJ171. B. Locations: 1. Ceramic Floor Tile: a. At intersection of all ceramic floor tile and cove base, install and calk 1/4 wide expansion joint. b. At junction of floors with walls in showers as recommended in TCA Methods specified. 2. Other Locations: Directly over all expansion and control joints in concrete slab below and all other locations required by EJ171. 3.05 CLEANING AND SEALING A. Just prior to occupancy of the building, clean unglazed ceramic tile with sulfamic acid and flush with clean water. When tile and joints are completely clean of cement, scum and dirt, apply manufacturer approved sealer to floors only. Do not apply sealer to floors in showers or other wet areas. B. Apply sealer according to manufacturer's recommendations in sufficient coats to produce an even glaze over entire floor area. Exercise care to avoid damage to adjoining surfaces. C. Clean all other floor and wall tile according to tile manufacturer's recommendations. END OF SECTION S &H 9408 09300 -3 SECTION 09600 PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Interior Stone Flooring STONE FLOORING B. Related Work: 1. Exterior Stone Paving: Sections 02519 and 02520 1.02 REFERENCES A. Unless otherwise indicated, comply with all applicable requirements of Laticrete Data Sheet 230.6. 1.03 SUBMITTALS A. Samples: Submit samples of flooring proposed for use showing extreme variations in color and texture. B. Product Data: Submit product data on all setting, grouting and cleaning materials. 1.04 QUALITY ASSURANCE A. Contractor Qualifications: Flooring subcontractor must have at least five (5) years experience in the installation of stone flooring projects. B. Mock -Up: At a location directed by the Architect, pour concrete base slabs and install sample panels approximately 4' - 0 " x V-0 in size of each type and color of stone flooring. Use construction methods and materials specified. Maintain approved mock -ups for comparison with finished work. Dispose of mock -ups when project is completed or when directed by the Architect. 1.05 DELIVERY, STORAGE AND HANDLING A. Inspect flooring units upon delivery to insure color match with the approved sample panel and handle carefully to avoid chipping and breakage. Store on pallets or concrete slab until ready for use. Cover and protect against wetting prior to use, allowing air circulation under stacked units. B. Store cementitious materials off the ground and under cover. Store admixtures in original unopened containers. Protect liquid admixtures from freezing. S &H 9408 09600 -1 1.06 PROJECT CONDITIONS A. Environmental Requirements: Follow procedures for cold and hot weather protection specified in Section 04200 Unit Masonry. B. Protection of Completed Work from Physical Damage: 1. Protect all flooring after setting by suitable covering. 2. Replace any work showing damage or disfiguration during the progress of work in its entirety. No patching or hiding of defects will be permitted. PART 2 - PRODUCTS 2.01 STONE FLOORING UNITS AND ACCESSORIES A. Material: Colorado Rose or Buff Sandstone as selected. B. Sizes: 12" x 12" x 1/2 ". Material must be gaged for uniform thickness. 2.02 MORTAR AND GROUT A. Slurry Bond Coat: Portland cement /sand gauged with Laticrete #4237 Admix as specified under Laticrete Data Sheet 230.6. B. Latex Portland Cement Mortar (Thin Set): ANSI 118.4, 1:1 Portland cement /sand gauged with Laticrete 4237 tile setting liquid. C. Grout: Laticrete Dry Bond Grout and Joint Filler or approved equal gauged with Laticrete #3701 Grout and Mortar Admix. Color as selected by Architect. D. Mixing proportions and procedures shall be in strict accordance with recommendations of Laticrete Data Sheet 230.6. 2.03 CLEANER A. Laticrete TC -500 2.04 ACCESSORY MATERIALS A. Edge Strips: Zinc terrazzo strips, size and type as required. PART 3 - EXECUTION 3.01 EXAMINATION A. Verification of Conditions: Examine substrate to ensure that conditions are satisfactory before proceeding. S &H 9408 09600 -2 y 3.02 PREPARATION A. Clean concrete base slabs to remove all contaminants. Dry or dusty concrete surfaces shall be wet down or washed and excess water removed just prior to application of setting bed. 3.03 INSTALLATION A. Thin Set Installation: Install flooring over base slab according to thin bed setting materials and methods specified in Paragraphs 6.0 and 9.0 of Laticrete Data Sheet 230.6. Back butter each unit before setting. Use a box screed to assure uniform coverage. Install in patterns indicated with 1/4 joints between units. C. Edge Strips: Install between stone flooring and carpet or other floor covering. 3.04 GROUTING AND CLEANING A. Grouting: I. Grout joints as soon as initial set or setting bed is achieved. Grout joints shall be pumped full using grout gun or pointing gun and struck flush. 2. Cure grout by maintaining in damp condition for seven (7) days. B. Cleaning: Remove grout haze with grout and tile cleaner applied and removed as recommended by the manufacturer. END OF SECTION S &N 9408 09600 -3 SECTION 09650 RESILIENT FLOORING PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Vinyl Composition Tile Flooring (VCT) 2. Rubber Base 1.02 SUBMITTALS A. Samples: Submit in accordance with Section 01300, a full set of samples of the brand of floor tile and base to be used. Samples shall be complete and up to date. Colors will not be selected until samples are received. At the option of the Architect, full size samples may be required. 1.03 DELIVERY, STORAGE AND HANDLING A. General: Comply with Section 01300. B. Temperature: Store materials in original containers at not less than 70° F for not less than 24 hours immediately before installation. 1.04 PROJECT CONDITIONS A. Environmental Requirements: Maintain temperature in space to receive tile between 70° F and 90° F for not less than 24 hours before and 48 hours after installation. Following 48 hour period maintain minimum temperature of 55° F until completion of building. 1.05 MAINTENANCE A. Extra Materials: Provide the Owner at the completion of the project the following items: 1. Floor tile in the amount of 1% of each color used. 2. One case base of each type and color used. 3. One gallon of each type of adhesive used. PART 2 - PRODUCTS 2.01 FLOOR TILE A. Acceptable Manufacturers: 1. Armstrong 2. Azrock Floor Products 3. Kentile Floor Inc. 4. Approved Substitute S &H 9408 09650 -1 B. Tile (VCT): 12" x 12" x 1/8" Armstrong Excelon; Colors as selected by Architect. 2.02 RUBBER BASE A. Acceptable Manufacturers: 1. Azrock Floor Products 2. Flexco Division of Textile Rubber Co., Inc. 3. Johnson Rubber Company 4. R. C. Musson Rubber Company 5. Roppe Rubber Corporation 6. Burke Industries 7. VPI 8. Approved Substitute B. Base: 1/8" thickness x 4" high unless other sizes are indicated. Provide pre - formed external corners. Job - formed internal corners may be used at Contractor's option. Use straight carpet base at all carpet. Use topset cove base at all other locations. Colors as selected by Architect. C. Vinyl Edging: Furnish at exposed edges of resilient floor tile, vinyl edging 1 wide, 1/8" thick. Colors as selected by Architect. 2.03 ADHESIVE A. Adhesive: As recommended by the manufacturer of the material being installed. Adhesive for vinyl edging and base shall be a type not affected by heat. PART 3 - EXECUTION 3.01 EXAMINATION A. Verification of Conditions: Examine substrate for excessive moisture content and unevenness which would prevent execution and quality of resilient flooring as specified. Report unsatisfactory conditions to the General Contractor with copy to Architect. B. Acceptance: Do not proceed with installation of resilient flooring until defects have been corrected except where correction is indicated under Preparation. Beginning of installation means acceptance of existing substrate. 3.02 PREPARATION A. Leveling: Level major uneven concrete floor joints or other irregu- larities by bush hammering or grinding and filling with latex type underlayment. Leveled areas shall be sanded to provide a surface level +1/4" in 10'. Leveled areas shall be inspected by the Architect before flooring work may proceed. S &H 9408 09650 -2 B. Cleaning, Patching and Priming: Thoroughly clean concrete floors before applying floor coverings. Remove rough spots and any foreign matter that might be evident through the floor covering. Patch minor rough areas, voids and defects with compatible leveling compound. Prime concrete floors as recommended by the manufacturer of the flooring. 3.03 APPLICATION OF ADHESIVES A. General: Mix and apply adhesives in accordance with manufacturer's instruction. Provide safety precautions during mixing and applications as recommended by adhesive manufacturer. Cover only that amount of area which can be covered by flooring material within the recommended working time of the adhesive. B. Application: Apply adhesive uniformly over surfaces with notched trowel or other suitable tool. Clean trowel and rework notches as necessary to insure proper application of adhesive. C. Cleaning: Remove any adhesive which dries or films over. Do not soil walls. bases, or adjacent areas with adhesives. Promptly remove spillage. 3.04 INSTALLATION A. Tile Flooring: 1. General: Install in accordance with the recommendations and spe- cifications of the tile manufacturer. Make joints straight, tight, and flush. Tightly cement to floor. 2. Layout: Work out patterns for each floor area and cuts against walls so cuts on opposite sides of the area are of same width. In order to eliminate small cuts against walls, layout each area to determine whether pattern should start with a joint or center of a tile on the center line of the area each direction. Where tile with a directional pattern is used, confer with Architect for direction of pattern. 3. Layout: Work out patterns for each floor area and cuts against walls so cuts on opposite sides of the area are of same width. In order to eliminate small cuts against walls, lay out each area to determine whether pattern should start with a joint or center of a tile on the center line of the floor. B. Base: Tightly cement base to wall with butt joints 1/16" or less in width. Install base in carpeted areas, after carpet has been installed. 3.05 CLEANING A. Cleaning: Upon completion, remove loose, cracked, chipped, stained or otherwise defective tile, or base and replace in a satisfactory manner. Clean surfaces using only cleaners approved by the manufacturer. Remove mastic cement from adjoining work with particular care to not damage such work. S &H 9408 09650 -3 B. Buffing: Dry mop and 3.06 PROTECTION A. Protection: Protect struction operations. and cleaning. W buff flooring. bw MP finished work from damage by subsequent con - Where possible, lock rooms following installation IF END OF SECTION S &H 9408 09650 -4 0 6 SECTION 09680 CARPET PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Direct Glue Down Carpet 2. Accessories 1.02 SUBMITTALS A. Seaming Diagram: Before starting installation, submit a layout indicating all seams in accordance with Section 01300. B. Installation Instructions: Before beginning installation, submit manufacturer's written recommended installation procedures for particular carpet and installation conditions. C. Maintenance Instructions: Provide the Owner, through the Architect, 3 copies of a complete manual of the manufacturer's maintenance recommendations for each type of carpet provided. 1.03 QUALITY ASSURANCE A. Contractor Qualifications: Carpet installer must have a minimum of five years experience on installations of similar size and complexity The installation crew must be fully qualified to install the type of carpet to be furnished. 1.04 DELIVERY, STORAGE AND HANDLING A. General: Comply with Section 01600. Store under cover in well ventilated spaces as soon as delivered. Protect from damage, dirt, stains and moisture. Protect adhesives from freezing. 1.05 PROJECT CONDITIONS A. Existing Conditions: Carefully check dimensions and other conditions and be responsible for proper fitting of carpet in areas designated. Do not begin installation until ceilings and finish work are completed. 1.06 MAINTENANCE A. Extra Materials: Provide Owner with 5% extra of gross area of each carpet type and color for maintenance purposes. S &H 9408 09680 -1 i PART 2 - PRODUCTS 2.01 MATERIALS A. Carpet: See Section 01020 for allowance. B. Adhesive: Type recommended by carpet manufacturer to suit application and expected service. C. Edging: 1. Approved Manufacturers: a. Mercer Plastics Co., Inc. b. Johnson Rubber Co. (Johnsonite) c. Roppe Rubber Corp. d. Approved Substitute 2. Exposed Carpet Edge: Mercer Imperial sized for carpet thickness. 3. Carpet /Vinyl Tile Transition: Mercer tile and carpet joiner. 4. Colors: Selected by Architect. PART 3 - EXECUTION 3.01 PREPARATION A. Clean floors of dust, dirt solvents, oil, grease, paint and other substances which would be detrimental to the proper performance of adhesive and carpet. Allow floors to dry thoroughly. B. Ensure floors are level with maximum surface variation of 1/4 inch in 10 feet, noncumulative. C. Ensure concrete floors are free from scaling and irregularities and exhibit neutrality relative to acidity and alkalinity. D. Use approved cementitious filler to patch cracks, small holes and for leveling. 3.02 CARPET INSTALLATION A. Vacuum clean substrate. Spread adhesive in quantity recommended by manufacturer to ensure proper adhesion over full area of installation. Apply only enough adhesive to permit proper adhesion of carpet before initial set. B. Lay carpet on floors with the run of the pile in same direction of anticipated traffic. C. Do not change run of pile in any one room or from one room to next where continuous through a wall opening. D. Cut and fit carpet neatly around projections through floor and to walls and other vertical surfaces. S &H 9408 09680 -2 E. Fit carpet snugly to walls or other vertical surfaces leaving no gaps. F. Do not place heavy objects such as furniture on carpeted surfaces for minimum of 24 hours or until adhesive is set. G. Entire carpet installation is to be laid tight and flat to subfloor well fastened at edges and is to present a uniform pleasing appearance. Ensure monolithic color, pattern and texture match within any one area. H. Install edging strips where carpet terminates at other floor coverings. Where splicing cannot be avoided, butt ends tight and flush. 3.03 CLEANING AND PROTECTION A. Take adequate care to protect all adjacent work from damage or marring as a result of the work of this section. B. Clean the carpet of all spots with a spot remover as recommended by the manufacturer. C. Cut all loose threads with a sharp scissors. D. Carefully and thoroughly vacuum clean the entire floor surface with an upright beater bar type vacuum cleaner. E. Remove all debris resulting from the work of this section from the site. F. In addition to extra materials in Article 1.06, leave all usable pieces of carpet not necessary to complete the work on the job site and place in an orderly manner in an area designated by the Owner. G. Cover with non - staining paper or polyethylene. Leave cover in place until final inspection. END OF SECTION S &H 9408 09680 -3 SECTION 09900 PAINTING PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Paint or stain all exterior surfaces not specifically excluded. 2. Paint or natural finish all interior surfaces not specifically excluded. B. Exclusions: In addition to material obviously not requiring paint such as glass, floor, tile, etc. do not paint or finish: 1. Surfaces indicated by the finish schedule to remain unfinished. 2. Factory finished surfaces. 3. Exterior insulation and finish system. 4. Copper Roofing C. Related Sections: 1. Project Sign: Section 01500 Construction Facilities and Temporary Controls. 2. Piping Identification: Division 15 Mechanical. 1.02 SUBMITTALS A. Color Schedule: The Architect will provide a color schedule in four copies to the Contractor listing paint colors selected. Color selec- tions will be made by the Architect from color systems of recognized paint company. If materials of other manufacturers are used, colors must match those selected. B. Paint and Stain Samples: If requested by Architect, prepare and submit paint and stain samples. Remake samples until accepted. Stain samples to match sample furnished by Architect. C. Material List: Immediately after award of the contract submit a letter listing the brand and quality of each different material for use on the project. Materials list shall be accepted by the Architect before ordering materials. 1.03 DELIVERY, STORAGE AND HANDLING A. General: Comply with Section 01600. B. Delivery: Deliver materials required for painting in unbroken packages bearing the brand and name of manufacturer. Order materials suf- ficiently in advance to be on the job when needed and deliver at the building in sufficient quantities so the work will not be delayed. No claim by the Contractor concerning unsuitability of any material specified or his inability to produce first -class work with the same, S &H 9408 09900 -1 will be entertained unless such claim is made, in writing, with the material list submittal. C. Storage and Mixing: Painter will be assigned a room or space in which to mix or store material. Provide galvanized mixing pans for this paint room or space in which paints shall be mixed. No mixing of paint shall be done except in these pans. Empty containers bearing the name or brand of any manufacturer shall not be brought upon the premises for mixing of paint unless labels are canceled and containers are closely marked as to contents. D. Inspection: The paint storage area shall be open for periodic inspec- tion by the Architect to insure only approved materials are being used. 1.04 PROJECT CONDITIONS M r A. Existing Conditions: Spaces must be clean before finishing is started. Do not finish rooms or spaces where rubbish has accumulated or while rubbish is being removed. Finishing will not be allowed in dusty rooms. Do not remove rubbish while finish is fresh. Surfaces to which finish „ is to be applied shall be dry and clean. B. Environmental Requirements: Do not finish outside surfaces in extreme cold, frosty, foggy, or damp weather. In winter weather, finish only when the temperature is 50° F or over and surfaces are absolutely dry. Exterior painting shall not be allowed while dust is blowing. PART 2 - PRODUCTS 2.01 MATERIALS A. Acceptable Manufacturers: The best quality materials as manufactured by any of the following manufacturers will be acceptable: 1. For Brush, Roller or Spray work: a. Pittsburgh b. Sherwin- Williams c. DeVoe d. Benjamin Moore e. Glidden f. Pratt & Lambert g. Kelley -Moore h. Wellborn i. Approved Substitute 2. Interior Stain and Varnish: Pratt & Lambert, Inc., or approved substitute. 3. Exterior Stain: Olympic Stain or approved substitute. B. Quality: All products not specified by name shall be "best grade" or "first line" products or acceptable manufacturers. See Part 3 Execution for materials required for this project. Where possible. materials shall be of a single manufacturer. S &H 9408 09900 -2 PART 3 - EXECUTION 3.01 EXAMINATION A. Verification of Conditions: Examine surfaces scheduled to receive paint and finishes for conditions that will adversely affect execution, permanence or quality of work and which cannot be put into an acceptable condition through preparatory work as included under Preparation. Report unsatisfactory conditions to the General Contractor in writing with copy to the Architect. B. Acceptance: Beginning of application means acceptance of existing surfaces. 3.02 PREPARATION A. General: 1. Sand finishes on wood and metal surfaces between coats to assure smoothness and adhesion of subsequent coats. Use extra fine sandpaper to avoid cutting the edges when sanding. Apply putty or spackling compound after surfaces are primed and primer is dry. Bring material flush with adjoining surfaces. 2. Surfaces shall be perfectly dry, clean and smooth before starting work. Fill cracks, holes or checks full and make smooth before finish is applied to surfaces. Fill any cracks, etc., which occur after walls are sized. B. Interior Wood Surfaces to be Painted: Touch -up sap and knots with an approved sealer. Fill voids with lead putty after primer is dry. C. Ferrous Metal: Remove foreign material from unprimed metal with wire brush and dust clean. D. Shop Primed Metals: Touch -up shop primed metals with a primer similar to the existing. Sand shop primer on hollow metal work immediately before painting to remove grease and dirt film from surfaces. E. Zinc Coated Metal (Galvanized Surfaces): Wash with mineral spirits and prime as specified. F. Interior Wood to be Clear Finished: Sand as required. Fill voids and nail holes after first coat is dry using a filler compatible with the finish system and matching color. G. Protection: Furnish and lay drop cloths or mask off areas where finishing is being done to protect floors and other work from damage during the execution of work. Where it becomes necessary to remove temporary coverings place by others, replace same in proper manner. Remove oily rags and waste from the building every night. Do not allow to accumulate. S &H 9408 09900 -3 H. Damage to Work of Others: Be responsible for any damage done to the work of other trades, repairing same to the satisfaction of the Architect. Replace any materials damaged to such an extent that they cannot be restored to their original condition. 3.03 WORKMANSHIP A. Existing Surfaces: If the surfaces are not in proper shape for painting, repair, rebuild or refinish before proceeding with the work. Be responsible for any poor work caused by improper surfaces. The application of the first coat does not relieve the responsibility for the base. Do not apply any coats on either damp or wet surfaces and in no case until the preceding coat is dry and hard. B. Application: Spread materials evenly without runs or sagging of materials and thoroughly brush out. Sand work between coats. C. Wood Doors: Finish the upper and lower edges of wood doors the same as the face. Do this work after doors have been fitted and are ready for final hanging. D. Colors: Finish coat shall be color as selected by Architect. Tint primers to match finish coat. 3.04 COATING SYSTEM - INTERIOR Minimum of the Following: A. Woodwork and Wood Doors - Stained: First Coat P &L Tonetic Wood Stain Second Coat P &L Pale Trim Varnish, Gloss Third Coat P &L Pale Trim Varnish, Dull Sand with No. 00 sandpaper between coats. B. Woodwork - Painted: First Coat Suitable Primer Second Coat Semi -Gloss Enamel C. Ferrous, Zinc Coated or Factory- Primed Metals - Painted: First Coat Suitable Primer or Factory -Prime Coat Second Coat Semi -Gloss Enamel D. Hollow Metal Frames and Doors - Painted: First Coat Factory -Prime Coat (Sanded) Second Coat Semi -Gloss Enamel E. Drywall - Painted First Coat Second Coat Third Coat S &H 9408 Suitable Primer Texture application by drywall subcontractor Latex, Semi -Gloss 09900 -4 A 3.05 COATING SYSTEM - EXTERIOR A. Mechanical Piping and Ductwork: Wherever insulated pipe or ductwork occurs in rooms where walls are finished, cover canvas jacket with one coat sealer and two coats flat wall paint. Wherever uninsulated piping or ductwork occurs in rooms where walls are finished or elsewhere as called for, finish pipes as called for under ferrous zinc coated, or factory primed metals. See Division 15 for identification markings. B. Grilles, Registers and Louvers: Prime coated grilles, registers and louvers, except those built permanently into walks, will be delivered to this contractor by the party furnishing same. They shall be spray painted in colors as directed thoroughly covering all surfaces visible after installation and returned to the supplier for installation. After installation, do such touch up of screws and scuffed spots or repainting as required to achieve a uniform paint job. C. Boiler Stacks: Paint steel stacks with heat resistance stack paint. D. Objects on Roof: Paint all metal objects on the roof including, but not limited to, rooftop mechanical units, flashings, roof drains, vents, exhaust fans, air intake hoods, roof hatches, etc. as specified under ferrous, zinc coated metals. E. Prime Coated Hardware: Paint all door closers, removable mullions and prime coated hardware as specified under ferrous, zinc coated or factory primed metal - painted. S &H 9408 09900 -5 Minimum of the Following: A. Metal Doors, Frames and Ferrous Metals - Painted: First Coat Factory Prime Coat or Suitable Primer Second Coat Alkyd Semi -Gloss Enamel, Exterior Third Coat Alkyd Semi -Gloss Enamel, Exterior B. Zinc Coated Metal (Galvanized) - Painted: First Coat Galvanized Iron Primer Second Coat Alkyd Semi -Gloss Enamel, Exterior Third Coat Alkyd Semi -Gloss Enamel, Exterior C. Wood Railings - Stained: First Coat Olympic Premium Acrylic Latex Stain Second Coat Olympic Premium Acrylic Latex Stain D. Wood Trim, Soffits, Facia and Siding - Stained: First Coat Olympic Oil Base Semi - transparent Stain sprayed down Second Coat Olympic Oil Base Semi - transparent Stain brushed up 3.06 MISCELLANEOUS REQUIREMENTS A. Mechanical Piping and Ductwork: Wherever insulated pipe or ductwork occurs in rooms where walls are finished, cover canvas jacket with one coat sealer and two coats flat wall paint. Wherever uninsulated piping or ductwork occurs in rooms where walls are finished or elsewhere as called for, finish pipes as called for under ferrous zinc coated, or factory primed metals. See Division 15 for identification markings. B. Grilles, Registers and Louvers: Prime coated grilles, registers and louvers, except those built permanently into walks, will be delivered to this contractor by the party furnishing same. They shall be spray painted in colors as directed thoroughly covering all surfaces visible after installation and returned to the supplier for installation. After installation, do such touch up of screws and scuffed spots or repainting as required to achieve a uniform paint job. C. Boiler Stacks: Paint steel stacks with heat resistance stack paint. D. Objects on Roof: Paint all metal objects on the roof including, but not limited to, rooftop mechanical units, flashings, roof drains, vents, exhaust fans, air intake hoods, roof hatches, etc. as specified under ferrous, zinc coated metals. E. Prime Coated Hardware: Paint all door closers, removable mullions and prime coated hardware as specified under ferrous, zinc coated or factory primed metal - painted. S &H 9408 09900 -5 S&H 9408 END OF SECTION 09900 -6 W 3.07 CLEAN UP a A. Final Clean -Up: At the completion of work, remove all surplus 1W materials, staging, rubbish; clean off all paint, varnish, stains from floors, glass, wails, hardware; and leave the premises in clean `' condition. 3.08 EXTRA STOCK A. Extra Paint: At the completion of painting, deliver to the Owner one full gallon of each paint and stain color and type used along with the color number or formula for each type. S&H 9408 END OF SECTION 09900 -6 DIVISION 10 - SPECIALTIES SECTION 10310 FIREPLACE SPECIALTIES AND ACCESSORIES PART 1 - GENERAL 1.01 SUMMARY A. Section includes prefabricated fireplace insert, steel flue and accessories at the following locations: 1. Hotel Lobby 2. Residential Units 201, 202, 305, 308, 309, 401, 402, 403(2), 501(2) 1.02 SUBMITTALS A. Shop Drawings and Product Data: Submit shop drawings and product data on fire places and all accessories as specified under Section 01300 Submittals. 1.03 QUALITY ASSURANCE A. Requirements of Regulatory Agencies: Fireplaces and accessories must be listed and approved by Underwriters Laboratories, Inc. and the International Conference of Building Officials. Units, flues and installation shall meet building code requirements referenced in Division 1. B. Reference Standards: Comply with NFPA Standard No. 211. 1.04 DELIVERY, STORAGE AND HANDLING Deliver and store in original crates and under cover until ready for installation. PART 2 - PRODUCTS 2.01 FIREPLACE SPECIALTIES AND ACCESSORIES A. Acceptable Manufacturers: 1. Majestic 2. Heat -N -Glo 3. Approved substitute B. Fireplace Box: Heat -N -Glo 6000 DVT with 'B' vent zero clearance type nonrecirculating, flat black finish with refractory brick hearth and lining. C. Fireplace Box (403 and 501 livingroom)- Majestic SH48 with 'A' vent 1. Glass enclosure panels S &H 9408 10310 -1 END OF SECTION S &H 9408 10310 -2 b 2. Gas Log: Real Fyre ceramic gas log as manufactured by Robert H. Peterson Company or approved substitute. Size to fit fireplace. Style as selected by Architect. Furnish Type G -4 glowing ember burner, brass key operated with SPK -10 safety pilot kit. 2.02 FLUES AND FLUE ACCESSORIES A. Acceptable Manufacturers: 1. Majestic 2. Heat -N -Glo 3. Approved substitute Ap B. Manufacturer and Type: Direct 'B' vent type thru wall (typical) NO no C. Units 501(2) and 403(1) 'A' vent thru roof with cap PART 3 - EXECUTION IV, 3.01 INSTALLATION to A. Install fireplace, flue and accessories according to approved shop so drawings and product data manufacturer's installation instructions. Maintain all required clearances to combustible materials. B. Gas Service: By Mechanical Contractor. END OF SECTION S &H 9408 10310 -2 b SECTION 10522 FIRE EXTINGUISHERS, CABINETS AND ACCESSORIES PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Fire Extinguisher Cabinets 2. Fire Extinguishers B. Related Sections: 1. Masonry Openings: Section 04200 Unit Masonry 2. Wood Blocking: Section 06100 Rough Carpentry 3. Drywall Openings: Section 09261 Gypsum Board Partitions and Walls 1.02 SUBMITTALS A. Product Data: Submit in accordance with Section 01300 Submittals. Indicate types and locations. PART 2 - PRODUCTS 2.01 FIRE EXTINGUISHERS AND CABINETS A. Acceptable Manufacturers: 1. Larsens' Manufacturing Company 2. J.L. Industries 3. Norris Industries 4. Seco Manufacturing, Inc. 5. Standard fire Hose Company 6. Elkhart Brass Manufacturing Company 7. General Fire Extinguisher Corporation 8. Alenco 9. Potter - Roemer 10. Accepted Substitute B. Cabinets: Larsen Model 2409 -6R duo -panel door with semi - recessed 18 gage steel box. Key lock with breakaway plastic face to open door. Provide fire rated cabinets where located in fire rated partitions. C. Extinguishers: 10# multi - purpose A -B -C type with pressure gage. Furnish wall bracket for wall hung extinguishers. PART 3 - EXECUTION 3.01 INSTALLATION A. Cabinets: Install cabinets according to manufacturer's instructions. Provide necessary wood blocking. S &H 9408 10522 -1 B. Extinguishers: Install in cabinets or on wall brackets and leave fully charged. C. Locations: As required by Town of Vail and selected by Architect. END OF SECTION S &H 9408 10522 -2 b SECTION 10800 TOILET AND BATH ACCESSORIES PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Toilet accessories 1.02 SUBMITTALS A. Product Data: Submit in accordance with Section 01300. PART 2 - PRODUCTS 2.01 ACCESSORIES A. Allowance: See Section 01020 Allowances. PART 3 - EXECUTION 3.01 INSTALLATION A. General: Fasten accessories rigidly and securely to walls or toilet partitions using methods and materials recommended by manufacturer. 3.02 ADJUSTMENT A. Adjustment: Before final inspection, inspect each accessory instal- lation for rigid and secure installation. Take action necessary for rigid and secure installations. END OF SECTION S &H 9408 10800 -1 DIVISION 14 CONVEYING SYSTEMS SECTION 14240 HYDRAULIC PASSENGER ELEVATOR PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Hydraulic Elevator 2. Jack Hole B. Related Sections: 1. Division 16 - Electrical: a. Electrical connections. b. Suitable connections from the power mains to each controller signal equipment feeders as required, including necessary circuit breakers and fused mainline disconnect switches. c. Outlets at the machine room for lighting in the car. Electric power for construction, testing and adjusting, of the same characteristics as the permanent supply. 2. Other Sections: a. Door Sill Support Angles: Section 05500 Metal Fabrications. b. Floor Finish: Carpet under Section 09680. 1.02 REFERENCES A. Reference Standards: Comply with: 1. ANSI A17.1 Safety Code for Elevators. 2. NEII Minimum Passenger Elevator Requirements for Handicapped. 3. Americans With Disabilities Act /Accessibility Guidelines 1.03 SYSTEM DESCRIPTION A. Description of System: Number and Type Type Floors Served Travel Number Landings Number Openings Power Supply Capacity Minimum Up Speed Car Size Operation Cab Design Hoistway Entrances Otis LRV 2100 or equal of other acceptable manufacturer. One (1) pre- engineered oil hydraulic Passenger Basement through 5 45' - 5 " 6 6 in line Verify available voltage 2100 lbs. 125 feet per minute full load up 5' -8" wide x 4' -3" clear inside. Simplex selective collective See car in Part 2 Baked enamel S &H 9408 14240 -1 Aw. Opening Size and Type 3' -6" wide by 7' -0 ", single speed side Door Operation opening DC power Signals Illuminated car and hall buttons, car position indicators, car riding lantern, NEII handicapped provisions. Leveling Two -way Inspection Operation Top -of -car inspection Emergency Lighting Automatic emergency light and alarm system Communications Telephone with armored cord in car cabinet by elevator installer. Special Features Required Exhaust fan, dual beam photo eyes Protective pads for cab walls Oil viscosity control, low oil control. Jack Hole and Casing Under this section by elevator contractor B. Complete Installation: Provide a complete installation of electric oil - hydraulic (electrically operated hydraulic elevator using oil as the fluid medium) elevator. Include the accessory items listed performed in a first -class and workmanlike manner. Include materials and work as indicated on drawings and specified. Where a device or part of the equipment is referred to in the singular number, such reference shall apply to as many such devices as are required to complete the installation. 1.04 SUBMITTALS A. Shop Drawings and Product Data: Submit in accordance with Section 01300. Include: I. Hoistway drawings. 2. Equipment room drawings. 3. Elevator cab drawings and descriptive brochure. 4. Hoistway entrance drawings. 5. Control button locations. B. Color Selection Charts: Submit in accordance with Section 01300. 1.05 QUALITY ASSURANCE A. Regulatory Requirements: Comply with National Electrical Code, and applicable state and local codes. 1.06 DELIVERY, STORAGE AND HANDLING A. General: Comply with Section 01600. 1.07 PROJECT CONDITIONS A. Existing Conditions: The following work shall be performed under other sections: I. A legal hoistway, properly framed and enclosed, and including a pit of proper depth, provided with ladder, drains, lights, and S &H 9408 14240 -2 M waterproofing, as required. Suitable machine room, adequate for the elevator equipment, including floors, lighting, ventilation and heat to maintain the room at a temperature of 50° F minimum to 100° F maximum. 2. Adequate supports and foundations to carry the loads of equipment including supports for guide rail brackets. 3. Setting of anchors and sleeves. Pockets or blockouts for signal fixtures. 4. Sill recesses and the grouting of door sills and hoistway frames after installation. 1.08 WARRANTY A. Provide one year written warranty for material and installation in accordance with Section 01700. Make good any defects, not due to ordinary wear and tear or improper use, which may develop within the warranty period. 1.09 TEMPORARY USE DURING CONSTRUCTION A. Temporary Use: Should the General Contractor desire to use the service of the elevator during the period when work on the elevator is in progress or before final acceptance of the building, the General Contractor agrees to sign the temporary acceptance form and be bound by the terms and conditions thereof. Also, the General Contractor agrees to provide, if required, temporary enclosures, guards or other protection of hoistway openings, necessary power signaling devices, lights in the car, elevator operators and other work required to permit this temporary usage. B. Repairs: The General Contractor agrees to pay costs of maintenance of the equipment during temporary use and further agrees that the complete elevator equipment will be returned to the same condition of repair and maintenance as existed when the elevator was placed on temporary service. If repairs or replacements are necessary to restore the apparatus to its condition at the time the General Contractor placed it in temporary service, the General Contractor agrees to permit this contractor to make such repairs or replacements and to pay the elevator contractor for this added expense at regular billing rates. PART 2 - PRODUCTS 2.01 HYDRAULIC ELEVATOR A. Acceptable Manufacturers: 1. Dover Corporation 2. Otis Elevator Company 3. Schindler Elevator Corporation 4. Montgomery Elevator 5. Approved substitute in accordance with Section 01600. S &H 9408 14240 -3 �__7 B. Car: Standard finish with stainless steel front returns; baked enamel doors; plastic laminate side walls and rear walls; 4 stainless steel handrails on 3 sides; false ceiling with fluorescent tubes above. exhaust fan; telephone compartment. PART 3 - EXECUTION 3.01 EXAMINATION A. Verification of Conditions: Prior to beginning the installation of elevator equipment, examine the following to verify that no irregu- larities exist that would affect the quality of execution or work as specified: 1. Hoistway size and plumbness. 2. Sill pockets and entry supports. 3. Stability of hoistway walls. 4. Condition of elevator pit. B. Acceptance: Beginning of installation means acceptance of existing conditions. 3.02 PREPARATION A. The entire front wall of the hoistway shall be left open until entrances are installed. After elevator guide rails are set and lined, the entrance frames shall be installed in perfect alignment with the guide rails. Finished walls shall then be completed. 3.03 INSTALLATION A. General: Install according to manufacturer's instructions, reference standards and approved shop drawings. B. Wiring Piping and Oil: Furnish and install necessary wiring in the hoistway in accordance with the NEC, to connect the operating buttons and switches to the control board in the power unit. All wiring shall be done in rigid conduit or electrical metallic tubing except to moving apparatus which shall be connected by short lengths of flexible conduit. Provide necessary pipe and fittings to connect the power to the jack unit and oil of the proper grade. Protect underground conduit and piping against corrosion. C. Painting: Properly paint exposed metal work furnished under this section except as otherwise specified after installation. 3.04 FIELD QUALITY CONTROL A. Running Test: In addition to the other requirements, inspections, tests and remedies herein provided upon completion of the elevator installation and before final inspection make, in the presence of the Architect, a running speed test with full maximum load on the elevator car to determine whether the elevator equipment as installed meets the In S &H 9408 14240 -4 speed, capacity and other requirements of the specifications. B. Replacement: In the event the equipment does not meet requirements of the specifications, promptly remove from the premises work condemned by the Architect as failing to conform to the specifications, and promptly replace and re- execute work in accordance with the specifications, without expense to the Owner. Bear expense of making good work of other contractors destroyed or damaged by such removal or replacement. 3.05 COMPLETION SERVICES A. Operating Test Report: Submit written report of required operations test at completion of the project. B. Operating and Maintenance Data: Provide in accordance with Section 01730. C. Maintenance Agreement: Submit the required maintenance agreement at completion of the project. 3.06 MAINTENANCE AND SERVICE A. Service: Provide maintenance and call -back service of elevator equipment for a period of 12 months after Date of Acceptance of total project by Owner. Include regular examination of installation by competent and trained employees; and include necessary adjustments, greasing, oiling, cleaning, supplies and parts to keep the equipment in good operation, except such parts made necessary by misuse, accidents or negligence not caused by this contractor. Provide 24 hour emergency call basic service. Use only original manufacturer's parts for replacements. END OF SECTION S &H 9408 14240 -5 SECTION 14241 SERVICE ELEVATOR PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Limited use service elevator B. Related Sections: 1. Concrete Pit: Section 03300 Cast -In -Place Concrete 2. Electrical Connections: Division 16 Electrical 1.02 SUBMITTALS A. Shop Drawings: Submit all drawings necessary to show the general arrangement of the equipment. See Section 01300 Submittals. B. Product Data: Submit the following product data. See Section 01300 Submittals: 1. Descriptive Brochures: Service elevator, lift, controls, fixtures, etc. 2. Power Confirmation Sheet: Include HP, starting current, full load running current and demand factor for applicable motors. Number, location and fuse requirement of disconnect switches. C. Maintenance Agreement: Submit the required maintenance agreement at completion of the project. D. Warranty: Submit the required warranty at completion of project. E. Maintenance Manuals: Provide written information necessary for proper maintenance and adjustment of the equipment as specified in Section 01730. 1.03 QUALITY ASSURANCE A. Requirements of Regulatory Agencies: Comply with most stringent requirements of the following: 1. Building Codes and Standards: a. State and local codes, ordinances and laws. b. ANSI A17.1. c. NFPA 70, National Electrical Code. 2. Permits: Obtain and pay for all permits. S &H 9408 14241 -1 MR" 1.04 DELIVERY, STORAGE AND HANDLING A. Deliver materials in manufacturer's original unopened protective packaging. B. Store materials in original protective packaging. Prevent soiling or physical damage. C. Protect equipment and exposed finishes during transportation, erection and construction period against damage and stains. 1.05 WARRANTY Warranty that the materials and workmanship of the apparatus installed, under these specifications, are first class in every respect; make good any defects, not due to ordinary wear and tear or improper use, which may develop within one year from Date of Substantial Completion. At least 30 days prior to warranty expiration, schedule final inspection and retest with Owner's representative. Requirement shall include close examination of all equipment. Replace, repair or adjust any equipment found defective and covered by warranty prior to expiration of warranty period. 1.06 MAINTENANCE A. Include with New Equipment Contract: The wheelchair lift subcontractor shall furnish maintenance on all equipment described herein for a period of 3 months commencing on date of start of warranty. The maintenance shall include systematic examination, adjustment and lubrication of all electrical and mechanical parts produced by the manufacturer of the equipment installed. All maintenance work shall be performed by competent personnel under the supervision and in direct employ of the platform lift subcontractor. B. Contract: Bidders shall also quote the monthly cost for a 5 year maintenance agreement to commence on completion of the 3 month period above. This quotation shall be submitted on the bidder's own executed standard maintenance form. Under this agreement, Contractor shall, at all times, maintain the performance requirements as specified. If this contract is accepted, the contract price may be adjusted as of the date of acceptance and thereafter as provided in the contract. PART 2 - PRODUCTS 2.01 SERVICE ELEVATOR A. Description: 1. Manufacturer: Access Industries, Inc. 2. Model: Flexi -Lift 3. Lifting Height: 17' -11" S &H 9408 14241 -2 LZ 4. Capacity: 1,400 lbs. 5. Car Size: 42" x 60" 6. Openings: One front, one rear 7. Door Type: Flexi -Door manual swing steel with electro mechanical lock. 8. Finish: Manufacturer's standard baked enamel. 9. Required Optional Equipment: a. Call -Send Controls for Top and Bottom Landings b. Telephone Jack c. Recessed ceiling light B. Electrical: 3 -1/2 hp. - verify available voltage. PART 3 - EXECUTION 3.01 EXAMINATION A. Verification of Conditions: Prior to beginning the installation of equipment. examine the hoistway area and verify that no irregularities exist that would affect quality or execution of work as specified. Particularly note: 1. Pit size and plumbness. 2. Support areas for brackets, etc. B. Do not proceed with installation until previous work conforms to project requirements. 3.02 INSTALLATION Installed in accordance with accepted manufacturer's direction, ref- erence codes and specifications. 3.03 ADJUSTMENTS Lubricate all equipment in accordance with manufacturer's instructions. Adjust motors, controllers, limit switches, stopping switches and safety devices to achieve required performance levels. Fabricate and assemble the various parts in the shop insofar as prac- tical to minimize field assembly. Parts which cannot be shop assembled which require close field fit shall be trial assembled in the shop and marked for field erection. 3.04 CLEAN UP Keep work areas orderly and free from debris during progress of project. Remove all loose materials and filings resulting from this work from surfaces. Clean equipment and floor of dirt. oil and grease. S &H 9408 14241 -3 M 3.05 ACCEPTANCE INSPECTION AND TESTS A. General: Final acceptance of the installation shall be made only after` all field quality control inspections and tests are complete, all submittals and certificates have been received and the Owner's representative satisfied that the following have been satisfactorily completed: 1. Workmanship and equipment comply with specifications. 2. Performance of following are satisfactory: a. Starting, running, stopping. B. Performance Guarantee: Should these tests develop any defects or poor workmanship, any variance or noncompliance with the requirements of the Specified codes and /or ordinances or any variance or noncompliance with the requirements of these specifications, the following work and /or repairs shall be completed at no expense to the Owner. 1. Replace all equipment that does not meet code or specification requirements. 2. Perform all work and furnish all materials and equipment necessary to complete the specified operation and /or performance. 3. Perform all retesting required by the governing code authority and the Owner to verify the specified operation and /or performance. END OF SECTION S &H 9408 14241 -4 SECTION 14440 SIDEWALK LIFT PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Sidewalk Lift B. Related Sections: 1. Concrete Pit: Section 03300 Cast -In -Place Concrete 2. Electrical Connections: Division 16 Electrical 1.02 SUBMITTALS A. Shop Drawings: Submit all drawings necessary to show the general arrangement of the equipment. See Section 01300 Submittals. B. Product Data: Submit the following product data. See Section 01300 Submittals: 1. Descriptive Brochures: Sidewalk lift, controls, fixtures, etc. 2. Power Confirmation Sheet: Include HP, starting current, full load running current and demand factor for applicable motors. Number location and fuse requirement of disconnect switches. C. Maintenance Agreement: Submit the required maintenance agreement at completion of the project. D. Warranty: Submit the required warranty at completion of project. E. Maintenance Manuals: Provide written information necessary for proper maintenance and adjustment of the equipment prior to final acceptance. 1.03 QUALITY ASSURANCE A. Requirements of Regulatory Agencies: Comply with most stringent requirements of the following: 1. Building Codes and Standards: a. State and local codes, ordinances and laws. b. ANSI A17.1 c. NFPA 70, National Electrical Code. 2. Permits: Obtain and pay for all permits. 1.04 DELIVERY, STORAGE AND HANDLING A. Deliver materials in manufacturer's original unopened protective packaging. S &H 9408 14440 -1 LZ B. Store materials in original protective packaging. Prevent soiling or physical damage. C. Protect equipment and exposed finishes during transportation, erection and construction period against damage and stains. 1.05 WARRANTY Warrant that the materials and workmanship of the apparatus installed. under these specifications, are first class in every respect; make good any defects, not due to ordinary wear and tear or improper use, which may develop within one year from Date of Substantial Completion. At least 30 days prior to warranty expiration, schedule final inspection and retest with Owner's representative. Requirement shall include close examination of all equipment. Replace, repair or adjust any equipment found defective and covered by warranty prior to expiration of warranty period. 1.06 MAINTENANCE A. Include with New Equipment Contract: The sidewalk lift subcontractor shall furnish maintenance on all equipment described herein for a period of 3 months commencing on date of start of warranty. The maintenance shall include systematic examination, adjustment and lubrication of all electrical and mechanical parts whenever required and shall use only genuine, standard parts produced by the manufacturer of the equipment installed. All maintenance work shall be performed by competent personnel under the supervision and in direct employ of the platform lift subcontractor. B. Contract: Bidders shall also quote the monthly cost for a 5 year maintenance agreement to commence on completion of the 3 month period above. This quotation shall be submitted on the bidder's own executed standard maintenance form. Under this agreement, Contractor shall, at all times, maintain the performance requirements as specified. If this contract is accepted, the contract price may be adjusted as of the date of acceptance and thereafter as provided in the contract. 'ART 2 - PRODUCTS .01 SIDEWALK LIFT A. Description: 1. Manufacturer: Gillspie Corp. (Rep: Schindler Elevator Co.) 2. Model: PSIE -1 3. Capacity: 1,500 lbs. @ 20 FPM 4. Platform Size: 4' -0" x 4' -0" 5. Provide the following with lift: a. Aluminum sidewalk doors b. Key operated constant contact control switch 9408 14440 -2 E] c. All standard equipment and accessories. B. Electrical: 208 volt, 3 phase, 3 HP. PART 3 - EXECUTION 3.01 EXAMINATION A. Verification of Conditions: Prior to beginning the installation of equipment, examine the hoistway area and verify that no irregularities exist that would affect quality of execution of work as specified. Particularly note: 1. Pit size and plumbness. 2. Support areas for brackets, etc. Do not proceed with installation until previous work conforms to project requirements. 3.02 INSTALLATION Installed in accordance with accepted manufacturer's direction, reference codes and specifications. 3.03 ADJUSTMENTS Lubricate all equipment in accordance with manufacturer's instructions. Adjust motors, controllers, limit switches, stopping switches and safety devices to achieve required performance levels. Fabricate and assemble the various parts in the shop insofar as practical to minimize field assembly. Parts which cannot be shop assembled which require close field fit shall be trial assembled in the shop and marked for field erection. 3.04 CLEAN UP Keep work areas orderly and free from debris during progress of project. Remove all loose materials and filings resulting from this work from surfaces. Clean equipment and floor of dirt, oil and grease. 3.05 ACCEPTANCE INSPECTION AND TESTS A. General: Final acceptance of the installation shall be made only after all field quality control inspections and tests are complete, all submittals and certificates have been received and the Owner's representative satisfied that the following have been satisfactorily completed: 1. Workmanship and equipment comply with specifications. S &H 9408 14440 -3 END OF SECTION S &H 9408 14440 -4 W 2. Contract speed, capacity and floor to floor performance comply with specifications. 3. Performance of following are satisfactory: a. Starting, running, stopping. B. Performance Guarantee: Should these tests develop any defects or poor workmanship, any variance or noncompliance with the requirements of the specified codes and /or ordinances or any variance or noncompliance with the requirements of these specifications, the following work and /or repairs shall be completed at no expense to the Owner. 1. Replace all equipment that does not meet code or specification requirements. 2. Perform all work and furnish all materials and equipment necessary to complete the specified operation and /or performance. 3. Perform all retesting required by the governing code authority and the Owner to verify the specified operation and /or performance. END OF SECTION S &H 9408 14440 -4 DIVISION 15 MECHANICAL Copyright 1995 - Beaudin Ganze Consulting Engineers, Inc. SECTION 15010 -- GENERAL PROVISIONS PART 1.00 -- GENERAL 1.01 SCOPE OF WORK Work shall consist of furnishing all labor and materials necessary for the installation of complete and operating mechanical systems. 1.02 ZYK INATION OF PREMISES Visit the premises before submitting bid as no extras will be allowed for lack of knowledge of existing conditions. 1.03 CODES AND STANDARDS Comply with all applicable codes, laws, industry standards and utility company regulations. 1.04 EQUIPMENT FURNISHED BY OWNER Rough -in to locations as required. Provide valves on all pipes except waste and vent pipes, plug or cap these. Final connections will be made by the Mechanical Contractor. 1.05 PERMITS, FEES AND NOTICES Pay for all permits, fees, licenses and inspections for this Division. Do not include the cost of the "Plant Investment Fee" for sewer and water or Gas Application Fee charged by the Utility Company. 1.06 SHOP DRAWINGS Equipment specified by name and model number does not re- quire shop drawings. Submit shop drawings only on all substituted equipment and for Temperature Controls and Fire Protection. Provide shop drawings to the Architect and Engineer showing locations of all access panels. 1.07 DRAWINGS Mechanical drawings are diagrammatic in nature and are not intended to be scaled for dimensions. install the systems complete in the space provided without extra charges to the Owner. GOLDEN PEAK HOUSE JANUARY, 1995 15010 - 1 1.08 SUBSTITUTIONS AND APPROVALS A. Some materials are specified by manufacturer's name. Materials of equivalent quality may be used if accepted by the Engineer. B. Bidder's Choice: Materials or equipment listed by several manufacturer's names are intended to be bid- der's choice, and any of the listed manufacturers may be bid without soliciting prior approval. C. Performance Specification: when any item is specified by requirement to meet a performance, industry or regulating body standard or is specified by a generic spec, (no manufacturer's name listed) no prior approval by the Consulting Mechanical Engineer is needed unless specifically called for in these specifications. D. Contractor to be responsible for any changes and costs to accommodate any equipment except the first named in the specification. E. Substitutions for Material Equipment and materials not listed as equivalents may be proposed as deductive alternates to specified items by submitting it as a separate line item to the base bid on the Bidder's letterhead. Such alternate proposals shall not be substituted for the base bid and must be accompanied by full descriptive data on the proposed equipment, together with a statement of the cost to be deducted for each item. If any such alternates are considered, the Contractor shall submit a list of the proposed alternate substitution items within 14 days of award of contract. The request for proposed substitutions shall not be accepted by the Engineer due to scheduling or W delivery concerns. ., 1.09 ROOF CURBS Roof curbs and roof fleshings shall be furnished under the Architectural Division except for any curbs specified herein. Furnish and install all counter fleshings of the same material as the flashing. GOLDEN PEAK HOUSE JANUARY, 1995 15010 - 2 i 1.10 FOUNDATIONS AND SUPPORTS Furnish and install all foundations, bases, hangers, anchors, guides and supports for mechanical equipment, piping and ducts. 1.11 INSTALLATION AND ARRANGEMENT Install all work to permit removal of coils, shafts and wheels, filters, and all other parts which might require periodic replacement of maintenance. 1.12 PROTECTION OF WORK AND PROPERTY Be responsible for the protection of existing facilities whether or not such facility is to be removed or relocated. Move or remove any facility so as not to cause interruption of the work or Owners operation. 1.13 EXCAVATION AND BACRFILL Do all excavating and backfilling required by the work in this division. 1.14 CONCRETE All poured in place concrete shall be furnished under the Architectural Divisions of these Specifications. 1.15 MOTORS A. Squirrel cage type, open drip proof, normal starting torque, with thermal overload protection and ball bearings. B. Where commercially available, motors rated greater than 1000 watts shall have a powerfactor of at 85% under rated load. Where not commercially available, power factors shall be capacitor corrected by equipment manufacturer to at least 90% under rated load. 1.16 ACCESS DOORS Furnish access doors of type suitable to Architect and provide to General Contractor to construct into the build- ing. Access doors should be provided in all locations where access is required. GOLDEN PEAR HOUSE JANUARY, 1995 15010 - 3 1.17 IDENTIFICATION Main domestic cold water, main domestic hot water snowmelt and all gas valves shall be identified by brass or plastic disc. Provide pipe labels indicating service and flow" arrows per ANSI Standards. 1.18 ELECTRICAL EQUIPMENT AND WIRING FOR MECHANICAL DIVISION A. Unless otherwise indicated, all motors and controls shall be furnished, set in place and wired in accord- ance with the following schedule. (MD is Mechanical Division - ED is Electrical Division). SET IN PLACE WIRED AND FURNISHED OR MTD. CONNECTED ITEM UNDER UNDER UNDER 1. Equipment motors and thermal overload, resistance heaters. MD MD ED 2. Motor Controller; magnetic starters, reduced voltage starter and overload relays. ED(1) ED(1) ED 3. Disconnect switches, fused or unfused, H.P. rated switches, thermal overload switches and fuses, manual operating switches (3) ED(1) ED(1) ED 4. Pushbutton stations, pilot lights, multi -speed „ switches, float switches, thermostats, control relays, control trans- formers, control panels, motor valves, damper'' motors, solenoid valves, EP and PE switches and interlocks MD MD(2) MD(2) 5. Contactors, 120V control circuit outlets for control panels and for boiler con- trols and for fire protec- tection controls and smoke detectors ED ED ED GOLDEN PEAK HOUSE JANUARY, 1995 15010 - 4 6. Fire and smoke detectors MD MD ED(3) (1) if furnished as part of factory wired equipment, wiring and connections only by ED. (2) If float switches, line thermostats, P.E. switches, time switches, etc., carry the FULL LOAD CURRENT to any motor, they shall be furnished by the Mechanical Division, but shall be set in place and connected under the Electrical Division, except that where such items are no integral part of the mechanical equipment, or directly attached to ducts, piping, etc., they shall be set in place under the Mechanical Division and connected by the Electrical Division. If they do not carry the FULL LOAD CURRENT to any motor they shall be fur- nished, set in place and wired under the Mechanical Division. Control devices carrying full load current furnished by Mechanical and wired by Electrical shall be located at the device being controlled, unless shown on drawings or mutual agreement is made between the contractors with no change in the contract price. (3) Wiring from alarm contacts to alarm system by ED; all control function wiring by MD. B. Connections to all controls directly attached to ducts, piping and mechanical equipment shall be made with flexible connectors. 1.19 FLUSHING, CLEANING AND STERILIZING A. After flushing, sterilize the domestic water system. B. Before final connections are made in the piping sys- tems, all piping shall be blown out with air and then washed out with cleaning compounds. Clean the boiler by the same procedure. 1.20 TESTING A. Test all drain and waste lines with standing water test of twelve feet of head, held long enough to inspect each joint. B. Test all water piping, before connecting to units, at 150 psig hydrostatic pressure. C. Test all gas piping under 60 psig air pressure. GOLDEN PEAK HOUSE JANUARY, 1995 15010 - 5 D. All tests required by code must be done, to the satis- faction of the local authorities having jurisdiction, before covering. E. Test refrigeration piping with oil pumped, dry nitrogen at 150 psi and then evacuate, fill with refrigerant and test with Halide Torch or electronic leak detector. Evacuate and dry the system with dry nitrogen. F. All hydrostatic tests to be held for a minimum of six hours. Air tests to be held for a minimum of two hours. 1.21 BALANC A. The balancing of the system shall be part of this contract, include in bid the cost of balancing and adjusting. B. At the completion of the installation, the mechanical systems shall be adjusted and balanced by an independ- ow ent balancing firm specializing in this work, approved by the Engineer before bidding. C. Furnish and install such items as thermometer wells, pressure test cocks, access doors, etc., as required to allow tests and adjustments to be made. „ D. Adjust and balance all air and water systems. Check, adjust and balance all systems to meet the design conditions and tabulate all information on acceptable forms. All systems shall be checked for proper per- formance during design conditions, both heating and cooling. 1.22 OPERATING AND MAINTENANCE INSTRUCTIONS Deliver operating and maintenance instruction to the Owner on completion of the work and instruct Owner in their use. 1.23 WARRANTY A. All materials and equipment shall be new unless other- wise specified. Guarantee all workmanship, material and equipment and replace any found defective without cost to the Owner, for one year after final acceptance, as defined in General Conditions. GOLDEN PEAK HOUSE JANUARY, 1995 15010 - 6 B. Each warranty for longer than the one year described above (that comes with equipment used on the job) shall be passed onto the Owner with dates of start and end of warranty. 1.24 PROJECT RECORD DRAWINGS Provide the Architect with one clean set of plans and speci- fications corrected up -to -date as job progresses. END OF SECTION GOLDEN PEAR HOUSE JANUARY, 1995 15010 - 7 SECTION 15250 -- INSULATION 1.01 PIPING AND EQUIPMENT A. Domestic Cold Water Pipe, Valves and Fittings. 1. All buried pipe and fittings (except water service from street to buildings) spiral wrapped with "Protecto Wrap" No. 200 coating or equivalent, 50% overlap. No insulation is required. B. Domestic Hot Water Pipe and Fittings 1. All hot water supply lines and circulating water lines insulated with U.L. approved, flame resist- ant, white all service jacketed, glass fiber Snap- On Pipe Insulation 1/2 thick. Insulate fittings with glass fiber blanket insulation and premolded PVC covers. 2. All buried pipe and fittings shall be insulated in the same manner, with 4 -1/2 lb. /cu.ft. insulation, spiral wrapped with "Protecto Wrap" No. 200 coat- ing or equivalent, 50% overlap. C. Snowmelt Piping; Pipe, Valves and Fittings. 1. Insulate piping from boiler to snowmelt manifolds with U.L. approved, flame resistant, white, all service jacketed, glass fiber Snap -On Insulation 1" thick. Insulate valves and fittings with glass fiber blanket insulation and premolded PVC covers (covers to be UL 25/50 rated). It is the Contractor's and manufacturer's responsibility to assure themselves that the code authority will approve any product to be installed on the project. 2. All buried pipe and fittings shall be insulated in the same manner with 4 -1/2 lb. /cu.f. insulation, then spiral wrapped with "Protecto Wrap" No. 200 coating or equivalent, 50% overlap. D. Insulation for all types of piping shall be carried full size through the hangers. 1.02 DUCT INSULATION Inside Duct Liner - See Section 15800 - Ductwork. END OF SECTION GOLDEN PEAK HOUSE JANUARY, 1995 15250 - 1 SECTION 15400 -- PLUMING 1.01 WATER PIPING A. Water Service 1. Provide meter in accordance with the governing body's regulations. 2. All pipe outside the building: 4" and larger; Class 250, cement lined, cast iron or ductile iron of manufacturer's recommended thickness class mechanical joint or push -on joint, 3" and smaller Type "K" copper with wrought copper fittings and hard solder with a minimum melting point of 1100 ° F. 3. Piping outside the building shall have not less than eight feet of cover from finished grade. B. Piping (Inside Building) 1. Piping inside building; buried lines, type "K" copper water tube, wrought copper fittings and 1100 ° F solder. Non- buried lines, type "L" copper water tube, wrought copper fittings and no lead 95 -5 solder. 2. All buried pipe within the building insulated per Insulation Section and surrounded by 4" clean sand. All buried pipe outside the building sur- rounded by 4" clean sand. 3. Valves and Specialties Gate Valves: Bronze, Class 125, 200 lb. W.O.G. Globe Valves: Bronze, Class 125, 200 lb. W.O.G. Swing Check Valves: Bronze, Class 125, 200 lb. W.O.G. Dielectric Unions: Furnish and install a dielectric union at all connections where non - ferrous material. Strainers: 250 lb. semi -steel or cast iron "Y" type with monel or brass screen. Pressure Temp. Taps: Universal Controls Corporation #45 -PT -N. Sisco BNO -500 1/2 NPT, Nordel Core. GOLDEN PEAK HOUSE JANUARY, 1995 15400 - 1 I R 1.02 SOIL, WASTE AND VENT PIPING A. Materials; Soil, Waste and Vent Piping (Inside , Building) 1. Lines buried below ground; standard weight, C.I. soil pipe and fittings. Class 50 ductile iron pipe and fittings or hubless C.I. with C.I. cou- plings for below grade. 2. Waste lines above ground; standard weight, C.I. soil pipe and fittings or hubless, C.I. soil pipe and fittings. Up through 2 -1/2" may be standard weight, galvanized steel pipe with black, C.I. drainage fittings. 3. Vent lines above ground; standard weight, C.I. soil pipe and fittings or, standard weight, gal- vanized steel pipe with 150 lb., galvanized mall. iron fittings for lines 2" and over, for lines 1- 1/21 and less, black, C.I. 125 lb. SWP fittings. 4. All waste and vent piping above grade may be DWV copper pipe and fittings using 50 -50 solder. B. Materials; and Storm Sewer (from 10' outside of building). 1. Use standard strength clay pipe up to a maximum depth of 12 feet. When cover exceeds 12 ft., use extra strength clay pipe. When pipe runs under concrete areas, use standard weight, C.I. pipe and fittings, or Class 50 ductile iron pipe and fit- tings. When cover is not at least 3 feet use standard weight, C.I. pipe and fitting or ductile iron of manufacturer's recommended thickness class. 1.03 GAS PIPING A. General 1. Surround all buried pipe with 4 1, clean sand before backf i l l ing . . 2. Gas meter and service from the main to the meter will be furnished and installed by the utility company, paid for by the owner. GOLDEN PEAK HOUSE JANUARY, 1995 15400 - 2 0 y 3. Gas piping from the meter throughout the building will be done under this division and connected to all equipment required. B. Piping: Schedule 40 black steel pipe, 150 lb. malle- able iron screwed fittings on above ground pipe weld 2 1/2 larger, welded fittings with all piping coated and wrapped on buried pipe. C. Valves: Lubricated Plug Valve 175 lb. W.O.G. iron screwed or flanged. 1.04 FLASHINGS A. Flash each vent and stack through roof with 24 square, 4 pound sheet lead or by method recommended by roof manufacturer and approved by Architect. Flash roof drains with 36" square, 4 lb. /s.f. pound sheet lead or manufactured chlorinated polyethylene laminated to 25 lb. felt. 1.05 CLEANOUTS Install full size brass cleanout plugs wherever pipes change direction or otherwise required. Brass plugs with chrome plated cover plates for walls, scoriated brass cover for floor, flush with floor or wall. When outside, heavy duty cast iron tractor cover set in two foot square by 6 1, deep concrete pad or in concrete or asphalt surface. "Y" in the line and vertical riser of C.I. pipe. 1.06 FIXTURES AND EQUIPMENT A. Fixtures 1. Install fixtures and /or rough -in according to the fixture schedule. 2. Secure fixtures to walls and floor or countertops in accordance with manufacturer's roughing -in and setting requirements and form a rigid installa- tion. 3. All pipe at the fixtures which may be exposed to view shall be brass chrome finish, finished with chrome escutcheons where they project from walls and floors. GOLDEN PEAR HOUSE JANUARY, 1995 15400 - 3 LZ 4. Stop valves shall be furnished and installed at all fixtures, for all equipment and at rough -in locations. 5. Vacuum breakers shall be provided at all outlets with hose connections. 6. All exposed domestic hot water and waste at handicapped fixtures shall be insulated. Refer to section 15250. B. Schedule 1. Floor Drains Cast iron drain with double drainage flange, adjustable nickel bronze strainer and top, °P° trap. Provide 24" square 4 -lb lead sheet or chlorinated polyethylene 40 mill sheet and flashing clamp device in all floors except slab - on- grade. Provide flashing clamp device where pans or waterproof membranes occur. 2. Mechanical Room Drains Cast iron drain with double drainage flange and loose set recessed C.I. Strainer, "P" trap. Provide brass rim and 1/2 3/4 or full grates as required. Provide flashing clamp device where pans or waterproof membranes occur. 3. Electrical Water Heater Electric, underwriters listed heater which meets ASHRAE 90 -80 standard for energy efficiencies. Heater to be complete with 208 volt 60 cycle single phase heater and controls, insulated glass lined tank, enameled steel jacket, anode rod for tank protection and drain valve. Lever handled *" ASME, T & P relief valve with automatic resetting, pipe discharge to floor drain. Over temperature protector to cut off power if temperature setting , is exceeded. Electric junction box. 3 year tank warranty. Set thermostat at 120 ° F. 4500 watt upper and lower element, wired for simultaneous operation, 35 gal /hr recovery at 70 rise. WW ` GOLDEN PEAR HOUSE JANUARY, 1995 15400 - 4 La b 4. Water Stoaae Tank Storage tank which meets ASHRAE 90 -80 standard for energy efficiencies. Insulated glass lined tank, enameled steel jacket, anode rod for tank protection and drain valve. 3 year tank warranty. 5. Wall Hydrants Anti- freeze, cast brass, 3/4" hose end wall hydrant with vacuum breaker, loose t handle, polished bronze box face without box. 6. Hose Bibbs Hose Bibb with integral vacuum breaker, 3/4" inlet, 3/4" hose end, rough finish. 7. Clothes Washer Rough -In (for concealed piping) Rough -in hot and cold water lines and waste and vent lines and provide 2" "p" trap with cleanout. Cabinet including valves a n d d r a in opening. Guy gray B -200. 8. Shower valves & Heads (pressure equalizing) Mixing valve for concealed showers with maximum temperature stops, inlet check stops, replaceable pressure equalizing cartridge and shut off discs. All exposed parts to be chrome plated. Self cleaning ball joint shower head with spray adjustment, 3 GPM flow restrictor, shower arm and flange. All exposed parts to be chrome plated. Powers, Symmons, Speakman, Kohler equivalent. 9. Tubs and Shower Fittings White, acid resisting porcelain enameled cast iron, 5' -0" recessed tub with slip resistant bottom. 1- 1/2" "P" trap with cleanout, C.P. All brass bath and shower supply fitting with diverter spout, 3 GPM shower head, pressure balanced faucet, integral stops and pop up waste and overflow. C.P. Curtain rod and flanges. 10. Tubs and Fittings White, acid resisting porcelain enameled cast iron, 6' -0" recessed tub with slip resistant bottom. 1- 1/2" "P" trap with cleanout, C.P. All brass bath supply fitting with spout, chrome plated, faucet, integral stops and pop up waste and overflow. GOLDEN PEAK HOUSE JANUARY, 1995 15400 - 5 La 11. Lavatories (commercial countertop, china) " White, vitreous china, self rimming countertop, 18" ee round lavatory. C.P. all brass 1 -1/4" trap, supply Un; and waste fitting, grid strainer vandal resistantaerator to limit flow to 0.5 gpm indexed OW handles. Handicapped installation requires 27 minimum clearance 0 under countertop hot water and drain line must be insulated or concealed. 12. Lavatories (Condominium countertop, china) white, vitreous china, self rimming countertop, 18" round lavatory. C.P. All brass 1 -1/4 trap, supply and waste fitting aerator, and indexed handles. 13. Water Closets (Condominium tank type, floor mounted) White vitreous china water saving direct flow priming jet water closet with tank and trimmings, backf low preventer, bolt caps and angle flexible supply with stop. Maximum 1.6 gallons /flush @ 45 psi. white, solid plastic seat and cover. 14. Water Closet (Floor mounted, tank type, handicapped) White vitreous china, water saving 1.6 gallon /flush, flushomaster tank system, elongated rim water closet 18" high at bowl with tank and trimmings, backf low preventer bolt caps and angle flexible supply with stop. White, solid plastic open front seat less cover with check. Include cover on condominimum applications. 15. Bar Sinks (single compartment - S.S.) 20 gauge sound dampened, #301 stainless steel, single compartment 15 "x 15" self rim sink with extended back ledge. C.P. all brass 1 -1/2" "P" trap with cleanout, supply and waste fitting with gooseneck spout, aerator, c.p. flexible supplies with stops. C.P. brass, hand operated basket strainer with stopper and 1 -1/2" O.D. tailpiece. 16. Kitchen Sinks (Single Compartment - S.S.) 18 -gauge sound dampened #302 stainless steel, compartment 25 "x22" self rim sink with extended back ledge. C.P. all brass continuous drain and 1 -1/2" "P" trap with cleanout, supply and waste aerator. C.P. flexible supplies with stops. GOLDEN PEAK HOUSE JANUARY, 1995 15400 - 6 ow C. P. brass, hand operated basket strainer with stopper and 1 -1/2" O.D. tailpiece. Kohler or Elkay, Moden, Just equivalent. 17. Garbage Disposers Continuous feed rubber cushion mounted disposer, motor with manual reset overload protection, stainless steel stopper and impellers. 115/60/1 current. Control from wall switch. Waste King, In- Sink - Erator, G.E. or Westinghouse Equivalent. 18. Drinking Fountain (Stainless Steel) Stainless steel top and trim. Wall mounted drinking fountain with integral strainer, C.P. all brass 1 -1/4" trap, automatic stream regulator and screwdriver stop, self closing valve. Concealed hangers. Haws or Halsey Taylor, Oasis, Elkay Equivalent. 19. Backflow Preventer State Health Department approved reduced pressure backf low Preventer assembly, consisting of two isolation valves, two spring loaded check valves, a differential pressure relief valve and drain cocks for field testing. Working pressure of 125 psi - 175 psi. Run full size drain line with air gap from relief to floor drain. Domestic service (reduced pressure type): Watts or Febco, Beeco Equivalent. Fire Service (Double Check Type) : Watts, or Febco, Beeco Equivalent. 20. Deck Drains Cast iron drain with heel proof grate membrane, flashing clamp device and gravel guard. Provide deck clamp for all drains except when drain is installed in poured in place concrete. 21. Overflow Deck Drains Cast iron scupper drain with flush type strainer, 45° outlet with combination frame and membrane flushing clamp. Provide deck clamp for all drains except when drain is installed in poured in place concrete deck. END OF SECTION GOLDEN PEAK HOUSE JANUARY, 1995 15400 - 7 SECTION 15500 - -FIR.. PROTECTION 1.01 SCOPE OF WORK Design /Build Contractor is to be the Engineer of record and clothe work in accordance with the NFPA recommendations and comply with the recommendations of Insurance Services Offices of Colorado. Submit plans reviewed by the authority having jurisdiction and sealed by a professional engineer licensed in Colorado. 1.02 SERVICE A. Provide service from the main to a flange inside the building wall. Piping outside the building to have not less than eight of cover. Provide systems throughout the building. 1.03 OUTSIDE ALARM A. Provide fire entry station consisting of O.S. & Y. gate valve, double check valve assembly and U. L. approved flow switch and outside weatherproof electric alarm consisting of audible horn and visual light device. B. Alarms shall be connected to every fire sprinkler system 1.04 DKA OFFS AND DRAINS Install sprinkler branches and piping to drain to the main riser or to drains in the building. Provide a 2" drain and test line on supply riser with 2" valved discharge pipe running to floor drain. 1.05 FIRE DEPARTMEW CONNECTION Provide a check valve with ball drip in line to fire depart- ment connection and a 4" connection, (polished brass Town of Vail thread of an U.L. approved type for automatic sprinkler and one for dry standpipe. 1.06 PIPE, FITTINGS, AND HANGERS Pipe and fittings shall be listed in NFPA Pamphlet #13 and designed to withstand a working pressure of not less than 175 psi. Authority having jurisdiction to have final approval of piping and fitting material. Hangers U.L. approved. GOLDEM PEAR HOUSE JANUARY, 1995 15500 - 1 1.07 VALVES` A. Gate Valves: U.L. approved. Up to 2 screwed, bronze or body, solid wedge, 0. S. & Y. 175 psi non -shock C.W. service 2 -1/2 and larger; flanged, iron body, bronze mounted, double disc, O.S.A.Y. 175 psi non - shock C.W. B. Butterfly Valves: U.L. approved. Iron body, 175 psi rated, lug type, with position indicator and padlocking device. C. Check Valves: U.L. approved. Iron body, bronze trim, horizontal swing check with renewable bronze seat and rings, 175 psi non -shock C.W. service, up to 2" screwed, 2 -1/2" and larger flanged. D. Globe Valves: U.L. approved. Bronze screwed, Class 125, 200 lb. W.O.G. 1.08 WET SPRINKLER SYSTEM[ A. General: Drawings show the extent and general arrange- ment of the system. Center all heads in ceiling tile, show actual locations on shop drawings. B. Sprinkler Heads 1. To be Fire Underwriters approved standard spray sprinkler heads, nominal temperature ratings except where high temperature heads are required: Heads to be chrome plated in all areas except: storage, mechanical, trash, electrical and elevator equipment. 2. Condominium units to be equipped with quick response heads. 3. Furnish extra heads enclosed in steel cabinet, number in accordance with NFPA No. 13 recommenda- tions, in addition to heads furnish two special sprinkler head wrenches. C. Design. The sprinkler system is based on the following criteria. The system shall be hydraulically calculated by the Contractor to meet NFPA Light Hazard on the condominium levels, Ordinary Hazard Group I on the retail levels and Ordinary Hazard Group II in the trash room. GOLDEN PEAK HOUSE JANUARY, 1995 15500 - 2 N b Provide shop drawings submittals including calculations and drawings showing areas calculated along nodal points used in calculations. A flow test shall be run by contractor for use in the hydraulic calculations. 1.09 DRY STANDPIPE A. General: Drawings show the extent and general arrangement of the sytem. B. Fire hose valves and roof manifold to be 2 1/2 rough brass finish with threads compatible to the Town of Vail Standard. END OF SECTION GOLDEN PEAK HOUSE JANUARY, 1995 15500 - 3 SECTION 15600 - -HZA 1.01 PIPZWORR A. Piping 1. Grade and valve all snowmelt piping with 3/4" hose end valves to permit complete drainage of the system. Vent all high points in equipment rooms as necessary with automatic air vents piped to convenient drain. All high points in system outside of equipment rooms with combination auto- matic /manual air vents as required to relieve air in the system. 2. All buried pipe to be insulated as per Insulation Section 15250. All buried pipe shall be surrounded by 4" clean sand. 3. Snowmelt Piping Mains: Schedule 40 black steel with preformed steel fittings. Branch lines on welded installation use welding tees, thread -o -lets and weld -o -lets. All fittings to be long radius pattern. All fittings for antifreeze systems shall be butt weld or socket weld. or 4. Copper Pipework: (Contractor's Option). Piping may be Type "R" copper for all buried lines using wrought copper fittings and 1100 solder. For non- buried piping; Type "M" copper, wrought copper fittings and 95 -5 solder. All buried pipe shall be surrounded with 4" of clean sand. 5. Snowmelt Serpentine Piping & Manifolds The heat distribution system shall be made of cross linked polyethylene tube. Serpentive loops connected to a manifold shall be equal length, but in no case shall exceed 200 feet. System shall have an operating temperature of 100 °F with normal maximum operating temperature of 180 ° F and a maximum operating pressure of 100 psi. System shall be capable of withstanding temperatures 180 ° F for limited periods of time. Factory or field built manifolds shall be equipped with manual shut off /balance valves for each loop and be equipped with zone valves as required. GOLDEN PEAR HOUSE JANUARY, 1995 15600 - 1 W Piping shall be spaced on 12 incli centers and shall be capable of producing 150 btuh /sq.ft. with 100 ° F ewt, 30 wtd. Install piping and manifold in W accordance with the manufacturer's recommendations. Tube diameter, nominal 5/8 Entire system shall have a manufacturer's limited warranty of 20 years. Wirsbo Pex or Stadler, EHT equivalent Entran and Polybutylene piping not permitted. 6. Drain Pan Piping: Not buried; Type "M" copper, wrought copper fittings and 95 -5 solder. Buried; Type "L" copper, wrought copper fittings and 95 -5 solder. All buried pipe shall be surrounded with 4" of clean sand. B. Valves and Specialties 1. Globe valves or plug valves may be used as throtting valves. 2. Dielectric unions are to be used at all connections where ferrous material is connected to buried non- ferrous material and where non - ferrous material is connected to domestic water piping. Gate Valves: Bronze screwed, Class 125 or iron body, bronze mounted, flanged, Class 125. Plug Valves: 175 lb. W.O.G. for 250 ° F @ 150 psi W. P. Eccentric, tight shut -off with permanently lubricated stem bearing surfaces in upper and lower journals. DeZurik figure 435 or Homestead Series 1500. Flo- Control Valves: Bell & Gossett Flo Control, Taco Flo -Chek or Hoffman Flo Control Valve. Balancing Valves: 125 psi W.P. for 250 °F service, tight shutoff, Illinois Dual Purpose Balancing / Shutoff Valve, Hoffman, Sarco, or equiv- alent. Unions: 300 psi W.O. G. malleable iron screwed or 125 lb. cast iron flanged unions. Strainers: 250 lb. semi -steel or cast iron "Y" type screwed, monel screen, 125 lb. semi -steel "Y" type flanged, brass screen. GOLDEN PEAK HOUSE JANUARY, 1995 15600 - 2 b Pressure Temperature Taps: Universal Controls Corporation #45PT -N. Sisco ENO -500 1/2 NPT, Nordel Core. or 3. Copper Pipe Valves and Specialties. Gate Valves: Bronze, Class 125, 200 lb. W.O.G. Globe Valves: Bronze, Class 125, 200 lb. W.O.G. Check Valves: Bronze, Class 125, 200 lb. W.O.G. Balancing Valves:125 psi W.P. for 250 ° F service, tight shutoff, Illinois Dual Purpose Balancing /Shutoff Valve, Hoffman, Sarco or equivalent. C. Equipment Schedule: 1. Expansion Tank Assembly (Extrol) 75 psi at 240 ° F. Pressurized diaphragm type expansion tank, Welded steel construction, Precharge to 12 psi. Provide tank, 2 American Air purger with one piece cast iron chamber construction, and no. 720 float vent. All as a package. Provide a #720 air vent installed on return line at the elbow that drops to the circulating pump. Extrol 90. 2. Glycol Feeder Assembly Furnish and install glycol feeder assembly where shown on drawings. Polyethylene storage drum capacity shall be 55 gallon. Provide lid, brazed 3/4 inch outlet located 3 inches above bottom of tank and 3/4 inch outlet with drain valve and hose connection near bottom of tank. Feeder pump shall be positive displacement rotary gear type, all bronze construction, built in relief valve and 3/8" pipe connections. Capacity of 1.5 gpm at 100 psi, 1750 rpm, 1/3 hp, 115 /60/1. Oberdorfer model 991RHVSF Provide start /stop pressure switch for pump control. Start pump at 10 psi /stop pump at 15 psi. GOLDEN PEAK HOUSE JANUARY, 1995 15600 - 3 Furnas model 69WB3) Provide a low water cutoff switch to stop pump when water level reaches 3 inches (adjustable) above outlet supply fitting in storage drum. Switch shall also light a red warning light at the temperature control panel) when activated. Contractor shall provide a fill system and 3/4 of storage drum with a mixture of 50 % propylene glycol/ 50 % water solution. Propylene glycol shall be industrial quality heat transfer fluid. 3. Pumps (in line) Factory painted, in line mounted, oil lubricated bronze sleeve bearing, flanged pump & motor. , Bronze fitted, iron construction for water temperatures up to 240 ° F and 125 psi pressure. AV Spring flexible coupling with guard and mechanical shaft seal. Shaft sleeve. Motor and starter de- tailed in schedule. Pump impeller curve shall not cross hp curve at any point. B & G or Taco, Armstrong Equivalent. 4. Cartridge Type Multi -speed Circulator The pump shall be maintenance - free, in -line, wet rotor type with the motor mounted directly to the pump chamber. The pump chamber shall be constructed of (bronze), and rated at 145 p.s.i. with fluid temperatures to 230 °F. The impeller, impeller inlet cone, rotor can, and rotor cladding shall be constructed of stainless steel. The impeller shall be secured directly to the motor shaft by means of a stainless steel split cone. The motor shaft shall be constructed of type 403F stainless steel and shall be supported by two radial bearings mounted in a stainless steel bearing plate and rotor can. The pump shall have no coupling or mechanical seal. The three speed motor shall be cooled and lubricated by the pumped fluid. B & G or Taco, Grundfos Equivalent. GOLDEN PEAR HOUSE JANUARY, 1995 15600 - 4 5. Boiler, Capper Tube Manufactured Units A. Provide factory assembled, factory fire - tested, self - contained, readily transported unit ready for automatic operation except for connection of water, fuel, electrical, and vent services. B. Unit: Copper tube boiler on integral structural steel frame base with integral atmospheric draft burner, burner controls, boiler trim, refractory, insulation and jacket. Boiler Shell A. Construct applicable ANSI /ASME Boiler and Pressure Vessels Code for allowable working pressure of 125 psi water. B. Provide adequate tappings, observation ports, removable panels and access doors for entry, cleaning, and inspection. C. Insulate casing with readily removable glass fiber blanket insulation covered by sectional performed sheet metal jacket. Boiler casing temperature not to exceed ambient boiler room temperature by 18 degrees F maximum with surface air velocity of one foot per second. D. Factory paint boiler, base, and other components with hard finish silicone enamel. E. Vessel to be inspected and stamped by an authorized representative of the National Board and Pressure Vessel Inspectors. Hot Water Boiler Trim A. Provide pressure gage and thermometer and ASNE rated pressure relief valves. B. Provide low water cut -off with manual reset to automatically prevent burner operation when boiler water drops below safe level. Burner to be U.L. Listed. GOLDEN PEAK HOUSE JANUARY, 1995 15600 - 5 A. Mount panel on boiler or wall. Hinged metal cabinet to contain programming relay, and control switches. B. Program relay to control ignition, starting and stopping of burner. Burner to shut down in event of ignition, pilot, or main flame failure. C. Electronic detector to prevent primary fuel valves from opening until pilot flame is established. Performance A. Minimum efficiency, certified by factory tests shall be minimum 75 percent from 50 to 100 percent of full load firing rate. Installation A. Install in accordance with manufacturers instructions. GOLDEN PEAK HOUSE JANUARY, 1995 15600 - 6 y C. Provide operating temrerature controller to control burner operation to maintain boiler water temperature. D. High limit temperature controller to control burner to prevent boiler water temperature from exceeding safe system e , water temperature.> E. Provide air vent tapping in boiler shell. F. Boiler and controls to comply with ASME /CSD -1. a , Fuel Burning System A. General: Atmospheric draft automatic burner integral with front head of boiler designed to burn natural gas. Burner operation 2 -stage with low fire ignition position. B. Natural Gas Burner Piping: Include on unit complete gas train including pressure reducing valve or valves. Control Panel A. Mount panel on boiler or wall. Hinged metal cabinet to contain programming relay, and control switches. B. Program relay to control ignition, starting and stopping of burner. Burner to shut down in event of ignition, pilot, or main flame failure. C. Electronic detector to prevent primary fuel valves from opening until pilot flame is established. Performance A. Minimum efficiency, certified by factory tests shall be minimum 75 percent from 50 to 100 percent of full load firing rate. Installation A. Install in accordance with manufacturers instructions. GOLDEN PEAK HOUSE JANUARY, 1995 15600 - 6 y B. Provide for connection to electrical service. Refer to Section 16180. C. Provide connection of gas service in accordance with ANSI /AGA Z223.1 with 7 inch W.C. service pressure. D. Pipe relief valves to nearest floor drain or to glycol feeder. Operation and Maintenance Data A. Submit operation and maintenance data. B. Include manufacturer's descriptive literature, operating instructions, cleaning procedures, replacement parts list, and maintenance and repair data. Quality Assurance A. Manufacturer: Company specializing in manufacturing the products specified in this Section with minimum 10 year documented experience. Regulatory Requirements A. Conform to ANSI /ASME SEC4 and ANSI Z21.13 for construction of boilers. B. Conform to applicable ANSI /NFPA 70 code for internal wiring of factory wired equipment. Lochinvar or RayPak, Teledyne Laars Equivalent. END OF SECTION GOLDEN PEAR HOUSE JANUARY, 1995 15600 - 7 SECTION 15800- -AIR DISTRIBUTION 1.01 MATERIALS AND EQUIPMENT A. General 1. Sizes shown on the drawings are outside (sheet metal) duct dimensions. Ductwork shall be sheet - metal furnished and installed in accordance with SMACNA Low Velocity Duct Manual AIA File No. 30 -D- 4. 2. Ductwork Materials a. All ductwork to be galvanized steel except as otherwise called for. b. All dishwasher hood exhaust ducts to be watertight construction. C. Exhaust ducts from range hoods exposed to view; stainless steel with ground and polished welded joints. Concealed ductwork; 14 gauge black steel with angle joints, welded, watertight construction up to the roof. Ducts above the roof; 18 gauge galvanized steel, watertight construction. B. Acceptable Manufacturer 1. Low velocity flexible ducts. Insulated flexible duct, consisting of inner core of one ply corrugated duct, 1 thick, 3/4 lb. insulation vapor barrier core. Duct must be approved by code authority for the specific application. Clevaflex, Clevaform type SFV or equivalent. or Acoustically insulated flexible duct, consisting of inner core of perforated one ply corrugated duct, 1 1, thick insulation and vapor barrier cover. The flexible duct must be approved by code authority for the specific application. Duct must have the following minimum insertion loss in dB /ft. Octave band 125 250 500 1000 2000 4000 Insertion loss 2.7 2.7 2.3 2.8 3.2 2.5 CASCO Acoustical Flex Silent Flex II or equivalent. GOLDEN PEAR HOUSE JANUARY, 1995 15800 - 1 2. Round duct connectors: Factory fabricated galvan- ized for insulated ducts, steel adaptor plate on glass fiber ducts. Butterfly damper and quadrant operator on all applications except VAV systems upstream of VAV boxes. 3. Flexible connections. 24 oz. per yard, U.L. approved material. 4. Turning Vanes (All rectangular elbows). 5. Opposed Blade Dampers (for duct split and where shown). Is 7. a. Steel or aluminum construction with work driver operator. Screwdriver slotted shaft, factory assembled. b. Sizes up thru 36" x 12 Barber Colman AGOG, T & B 7S, Titus AG -35B, Krueger OBD -DM, Anemostat OB4, Carnes 800, Agitair OB, J & J OBD -DM, or equivalent. c. Sizes above 36" x 12 Multi- damper with external handle and quadrant type locking device Quadrant Regulator. Blades not to exceed 6" in width. Volume Extractors (Where shown at rectangular takeoffs). a. Steel or aluminum construction with vanes on 2 11 centers, gauge operated. Manual operator attached to branch duct. Carnes 1250, Titus AG -225, T & B VLR, Anemostat DT2M, Krueger EX- 88A, Agitair, Branchtrol S -2, J & J EX 9, Millaire EX -1 or equivalent. Fire Dampers. U.L. Label. a. 1 -1/2 hr. fire rating or as required to protect rating shown on Architectural floor plan, with sleeve where construction fire rating requires. To meet NFPA 90 A requirements. Shutter, curtain type blades and replaceable fusible link. Use type "B" dampers at all locations where space permits or type "C" dampers for round or oval ducts. Use type " A " dampers only where space will not allow type "B ". GOLDEN PEAK HOUSE JANUARY, 1995 15800 - 2 A 0 E 8. Duct Liner (Inside the Duct). a. Insulate all supply ducts, return ducts and outside air intake ducts and any other ducts called for on the plans with 1" thick, 2 lb. density, monolithic, long glass fiber duct liner. "Ultralite" Number 200, Pittsburg Plate Glass "Testrafine" or Owens Corning "Aeroflex ". b. See paragraph 1.0l.A.2a for glass fiber duct option. 9. Fire /Smoke Dampers U.L. Label a. Fire /smoke dampers shall conform to UBC Standards Nos. 43 -7 and 43 -12 with a minimum leakage classification of III. Dampers shall incorporate one UL classified safety mode operator with direct detector signal. Install in accordance with the manufacturer's UL installation instructions. 10. Schedule: a. Flue (Gravity) Type B vent flue, originate below ceiling in equipment room. Counterflash through roof and terminate 2 feet above roof with approved vent cap. Install as required by underwriters to form a type B flue. Metalbestos or Dura b. Make -up Air Unit The supply fan unit shall be of the belt - driven, double width, double inlet, forward curved centrifugal blower type. The blower assembly shall be mounted on vibration isolators. Drives shall be sized for a minimum of 165% of driven horsepower. All exterior housing components of the supply unit shall be constructed of minimum 18 gauge galvaneal steel, painted with a weatherproof finish that has been baked for durability. Heavy gauge adjustable angle iron support legs shall be furnished as required. The inlet of the unit shall contain birdscreen and a bank of washable, removable air filters. Filters shall be of one -inch aluminum mesh type, GOLDEN PEAK HOUSE JANUARY, 1995 15800 - 3 coated with filter adhesive compound and shall be U.L. classified. The total fan package shall be furnished with a prewired control center which shall include, but not be limited to, a master -fused disconnect for main power connection, magnetic motor starters with thermal overloads and manual reset, fused 24- volt control transformer and distribution terminal strip for control wiring connection. All electrical components shall be U.L. listed, approved or classified where applicable and wired in compliance with the national electrical code. Wiring shall be complete, requiring only one -point field connection for power service (exception: electric heater) and one -point field connec- tion for low - voltage control harness. Furnish motorized backdraft damper as integral part of supply unit. Damper unit shall open upon energization of supply fan and close upon shut -off of supply fan. Furnish pre- fabricated roof curb constructed of minimum 18 gauge galvanized steel with integral wood nailer, run -off cant and 1" rigid insulation. Provide curb extensions as required for exhaust fan to meet NFPA requirements for discharge height. Fan package heater shall be indirect -fired gas, A.G.A. design certified and C.G.A. approved. The unit shall be sized for a 83° temperature rise and include, but not be limited to: heavy duty stainless steel heat exchangers, individually removable aluminized steel burners with stainless steel ribbons and cross - lighter, pilot assembly, slide -out burner tray and balanced flue design gravity venting system for operation with natural gas at inlet pressure of 7 inches w.c. Duct furnace shall be aluminized steel casing with bake -on enamel finish and be equipped with main gas cock, main gas pressure regulator, pilot gas cock, main modulating gas valve, electric spark ignition pilot re -light system, safety pilot, high limit, 24 -volt control transformer. GOLDEN PEAK HOUSE JANUARY, 1995 15800 - 4 M Heater shall be supplied as an integral part of the fan package. All piping and controls shall be furnished by the contractor. Reznor or Trane, Sterling Equipment. Locate control panel in fourth floor mechanical room. C. Exhaust Hood Galvanized steel or aluminum hood with removable or hinged hood and prime coat finish. Outlet area to have a 1/2" 19 ga. wire mesh bird screen. Installation to be on flat roof. Nominal throat size 18 "x 12 ". Hood size to be as shown on manufacturer's catalog for above throat size. Hood sized for 200 cfm and 0.15 " maximum s.p. loss.Hood to include the following accessories: Insect or snow screen, prefab roof curb. Penn Airette ventilator outlet hood or Greenheck, American warming and ventilating, roof ventilator Series L -S Carnes, louvers and dampers, power line, ILG or Equivalent. d. Stationary Louver (2 11 ) 18 gauge minimum extruded aluminum 2 1, blades on 2 centers at 30 with return bends Set in 18 gauge minimum frame, secured and caulked into opening. Removable galvanized steel 1/2 19 gauge wire mesh behind louver. Penn Ventilator Airstream or American Warming, Louvers and Dampers Company, Dowco, Ruskin, Arrow, United Air equivalent. e. Stationary Louver (4 11 ) 18 gauge minimum galvanized steel 41 blades on 4 centers at 45 with return bends Set in 18 gauge minimum galvanized steel frame. Secured and caulked into opening. Removable galvanized steel 1/2 19 gauge wire mesh behind louver. Penn Airstream or, American Warming, Louvers & Dampers Company, Airstream model, Dowco, Ruskin, Arrow, United Air Equivalent. GOLDS& PEAK HOUSE JANUARY, 1995 15800 - 5 f. Exhaust Fan Cabinet Centrifugal fc fan in sound insulated cabinet with neoprene backdraft damper with 85% free area grille and 115/60/1 motor mtd in rubber mtgs. Penn Zephyr or Greenheck, ACME, Cook, Ilg, Pace, Brundage Equivalent g. Exhaust Fan, In -line Centrifugal In -line fan set including housing with removable access panels, bi wheel, weather covers, shaft, 200,000 hr. rated bearings, adjustable v -belt, split inlet venturi, drive and factory assembled and painted. AMCA tested and rated. Motor and starter as detailed in schedule. Support fan unit from structure with spring vibration isolators. Fan statically and dynamically balanced. Penn or Greenheck, Cook, ACME Equivalent. h. Fan Coils Baked enamel glass fiber insulated cabinet, fan coils shall utilize filter racks with filters. Three speed motor with bearings with oil reservoirs. Heating element to be open coil type with number of stages as scheduled on the drawings. i. Grilles, Registers & Diffusers All louver face diffusers to have off -white baked enamel finish. All round diffusers to be recessed or flush type with fully adjustable pattern, prime coat finish. All diffusers to be equipped with opposed blade dampers unless supplied from a twist in fitting with damper. All register numbers are for steel registers unless the manufacturer makes only aluminum. Aluminum registers are acceptable, providing they come with a finish suitable for painting. Steel registers to have prime coat finish. All registers to be equipped with GOLDXX PEAK HOUSE JAWARY, 1995 15800 - 6 Za IM LJ opposed blade dampers. Where noted as grille on plans, opposed blade dampers not required. Size, cfm and throw pattern as shown on plans. when louver face diffusers are used in grid ceilings, frame to be suitable for type ceiling in which they are installed. Louver face diffusers may be called out to be drop panel type in some locations. In all other ceilings frame shall be flanged type. END OF SECTION GOLDEN PEAK HOUSE JANUARY, 1995 15800 - 7 SECTION 15900 -- CONTROLS AND INSTRUMENTATION 1.01 DESCRIPTION A. The Temperature Control System: Electric and electron- ic to comprise a complete system, furnished and supervised by the Temperature Control Manufacturer. B. Wiring - General 1. Comply with the National Electric Code, and the Electrical Division of these specifications. 2. Run wiring in metallic conduit, tubing or race- ways. Exceptions: a. NEC class 2 low voltage wiring where not exposed to view such as above suspended ceiling in shafts, etc., may be run in cable. (Not allowable above ceilings used as return air plenums). b. Wiring enclosed in Temperature Control panels. C. Wiring - Supervised: All wiring and installation in connection with the automatic control system to be the responsibility of the Mechanical Division, supervised by the Control Manufacturer or his representative. Upon completion of the installation the control manu- facturer or his representative shall link all valves and dampers and check out the wiring and calibrate controls furnished under this section. D. Drawings: Submit shop drawings of equipment, control panels and wiring diagrams to the Consulting Mechanical Engineer for review. E. Control Settings: All control settings are tentative, equipment shall have adjustable settings. 1.02 ACCEPTABLE MANUFACTURERS A. This specification is based on Honeywell — equipment. Acceptable manufacturers are: Johnson Control Company, Honeywell or Barber Colman. Others must be approved by the Consulting Mechanical Engineer before bidding. It is recognized that packaged equipment comes with other names on controls and that some functions are accom- plished with other named components. This specifica- tion does not intend to prohibit this practice. GOLDEN PEAR HOUSE JANUARY, 1995 15900 - 1 1.03 MATERIALS AND EQQIPwmT A. Low Voltage Power: Control devices and panels contain- ing low voltage power sources shall comply with NEC Class 2 requirements (current limiting), or supplied ` with branch circuit fusing to limit control circuit current to NEC Class 2. Control transformers; of the current limiting type, or installed with primary dis- connect and overload protection. B. Thermostats 1. Duct thermostats shall have liquid filled capil- lary averaging bulbs. 2. All t'stats shall have a temperature range suit- able for the application and have adjustable set points. Provide visible scale thermometer on thermostats in condos. 3. Provide guards on any electric thermostats in the following areas: Storage rooms. C. Dampers: Pacific Series 210, Johnson " Proportion- Air ", Honeywell "Moduflow Low Leakage ", Ruskin "CD250 Low Leakage Penn Air Control Damper PBD or OBD or equiva- lent. D. Smoke Detectors (NFPA Requirements) 1. No smoke detector devices required on systems 1999 cfm and less. 2. Each supply system shall be equipped with a manual emergency stop control located at a convenient and accessible point for shutting down the fan in case of fire. For the purposes of this specification, the disconnect switch will serve this purpose. 3. In systems over 2,000 cfm capacity approved smoke detectors shall be installed in the main supply duct. The controls shall be arranged to close the fresh air damper automatically when the fan is off. The respective fan system shall shut down automatically when the smoke detecting apparatus is in alarm or by the manual emergency fan stop. Provide a 0 -3 minute adjustable electric time delay to allow the dampers to open to normal position before the fan starts and allow the fan GOLDEN PEAK HOUSE JANUARY, 1995 15900 - 2 to coast down before the dampers close. The supply air detector shall be located on the downstream side of the filters. 4. Smoke detectors shall be on ionization type duct detector for detection of combustion gases, fire and smoke in air conditioning and ventilation system ducts in compliance with the National Fire Protection Association, Recommended Practices Pamphlet No. 90A. The assembly shall consist of a casting to accommodate sampling tubes which extend across the duct of the ventilation system. While the fans are operating, a continuous cross sec- tional sampling of air from the duct will flow through the ionization detector after which time sampled air shall be returned to the duct. Detec- tions shall be capable of detecting the products of combustion of .01 grams per cubic foot of air at the detector and shall operate on the ioniza- tion principle. The detector shall not contain hot filament tubes or moving parts and shall plug into the base having a neon indicating lamp. The detector shall not require replacement or read- justment after a fire alarm has been given. 5. The detector sensitivity shall be individually adjustable and set by a factory trained technician at installation and shall thereafter be fixed. It shall be possible to accurately measure the detec- tor's sensitivity with an appropriate instrument. 6. The unit shall provide the following function: a. b. c. d. Furnish necessary power for operation of the detector. Supervise the detector circuit and all relay coils. Provide power to the neon alarm indicator. Provide one set of normally opened and one set of single -pole double throw alarm operat- ed relay contacts. Provide one set of single pole double throw, trouble operated relay contacts. GOLDEN PEAK HOUSE JANUARY, 1995 15900 - 3 F. Dirty Filter Gauge: Furnish and install differential pressure air filter gauges of suitable range with sensing tips located on the inlet side of all supply fan filters. G. Thermometers: Furnish and install a 3 -1/2" dial, remote built thermometer adjacent to each remote built thermostat which is not otherwise provided with temper- ature indication. Provide thermometer sensing outside air in each equipment room. H. Local Control Panels: Furnish and install local con- trol panels at each Make -up Air System and Domestic Water System. Group these together into one panel when equipment is located in one equipment room. The panels shall be totally enclosed with hinged door and latch and shall house all associated thermometers, relays, switches, gauges, etc. 1.04 SEQUENCE OF CONTROL A. EF -1 Basement Exhaust Fan Interlock exhaust fan to run with FC -1 fan coil. Fan to run continuously. B. EF -2 Through EF -5 Not used C. EF -6 & EF -7 Bathroom Exhaust Fans Control by wall switch D. P14 Garbage Disposer Control by wall switch. E. WH -1 Water Heater 1. A unit mounted aquastat shall provide a signal to cycle electric heating elements to maintain tank settings of 120 (Adj.) . F. Elevator Shaft Relief 1. The normally open, powered closed damper shall be closed during normal operation. Upon a signal from the common area smoke detectors or on a loss of power, the damper shall open. (Fail open) GOLDEN PEAX HOUSE JANUARY, 1995 15900 - 4 5 6 G. P -1 Snowmelt Pump See B -2 Snowmelt Boiler Sequence below. H. P -2 & P -3 Domestic Hot Water Recirc Pumps Pumps shall run continuously. I. B -1 Domestic Water Heater A tank aquastat set at 140 °F (Adj.) located in ST -1 storage tank shall provide a signal to start the B -1 boiler and boiler pump on a drop below setpoint. When the aquastat is satisfied the boiler and pump shall be off. J. B -2 Snowmelt Boiler and P -1 Snowmelt Pump Boiler water temperature shall be maintained from self - contained controls specified with the boiler. Provide an outdoor moisture /temperatures located in the side walk and a panel mounted controller which shall automatically start the boiler and P -2 Pump when moisture is sensed and the outside air temperature is below 38 ° F (Adj.) . Tekmak or Equivalent. R. FC -1 Fan Coil Provide a stage wall mounted heating thermostat and a motorized outside air damper. The fan shall run continuous. Heating: A room thermostat (set at 70 ° F) and a low limit discharge air temperature controller (set at 55 °F) shall stage the electric heating elements to maintain setpoints. The outside air dampers shall open when the fan is on. L. PC-2, 3 & 4 Fan Coils Provide a multi stage wall mounted heating thermostat with occupied /unoccupied switch in the subbase. See fan coil schedule for number of stages. Occupied Mode: The fan shall run continuous. Heating: A room thermostat (set 70 and a low limit discharge air temperature controller (set at 55 ° F) shall stage the electric heating elements to maintain setpoints. GOLDEN PEAR HOUSE JANUARY, 1995 15900 - 5 END OF SECTION END OF DIVISION GOLDEN PEAK HOUSE JANUARY, 1995 15900 - 6 r b Unoccupied Mode: Fan and heating elements shall be cycled to maintain space setback temperature at 55 ° F (Adj.). M. MUA -1 Make -uD Air Unit 1. General ' Outside air dampers shall be provided with the fan system equipment. The outside air damper shall close whenever the supply fan stops under any conditions including from fire controls. 2. Control panel shall be provided and shall include: A. On -off switch. B. With the switch in the on position, the unit provides a normal cycle operation at all times, 24 hours a day. The on pilot light" will be on. (1) On cycle: The supply fan is to run continuously. A room thermostat set at 720 (Adj•) and a low limit duct stat set at 53 ° F (Adj.) sensing supply fan discharge air temperature and a panel mounted controller shall modulate the gas control valve to maintain settings. (2) Off cycle: During the "off" the supply air fan shall be off. The outside air dampers shall be closed. N. HC -1 Heating Coil Two stage heating thermostat to cycle elements to maintain setpoint at 72 ° F (Adj.). Provide air flow proving switch to enable heater. END OF SECTION END OF DIVISION GOLDEN PEAK HOUSE JANUARY, 1995 15900 - 6 r b DIVISION 16 ELECTRICAL SPECIFICATIONS Copyright 1995 - Beaudin Ganze Consulting Engineers, Inc. SECTION 16010-- G RNERAL PROVISIONS: PART 1.00 -- GENERAL 1.01 PROVISIONS A. Work performed under this division of the specifica- tions shall conform to the requirements of Division 1, and the electrical drawings and all items hereinafter specified. 1. Drawings and specifications for the electrical work are intended to describe a complete electri- cal system; omission of minor items obviously necessary to accomplish the above intent shall not relieve the Contractor from furnishing and installing same. 2. Prior to any work being performed under this division examine architectural, structural and mechanical drawings and specifications and if any discrepancies occur between them and the electri- cal drawings and specifications, report same to the Architect in writing and obtain written in- structions for the work. 3. Electrical drawings are diagrammatic but shall be followed as closely as actual construction of the building will permit. All changes from drawings necessary to make the electrical work conform to the building as constructed shall be made without cost to the Owner. 4. Coordinate the electrical work with the General Contractor and be responsible to him for satisfac- tory progress of same. Coordinate electrical work with all other trades on the project without cost to the Owner. 5. All work and materials covered by drawings and specifications shall be subject to review at any time by representatives of the Architect and Owner. If the Architect or Owner's agent finds any material or installation that does not conform to these drawings and specifications, Contractor shall remove the material from the premises and GOLDEN PEAK HOUSE JANUARY, 1995 16010 - 1 correct the installation to the satisfaction of .. the agent. 6. In acceptance or rejection of installed electrical systems, no allowance will be made for lack of skill on the part of the installers. 7. Visit site prior to bid and verify that conditions are as indicated. Contractor shall include in his bid costs required to make his work meet existing conditions. 1.02 wOR3K INCLUDED ON A. The electrical system required for this work is to include, but is not necessarily limited to: 1. Secondary electrical service to a point of connec- tion with the serving utility company and all necessary metering equipment. e „ 2. Complete feeder system to branch circuit panels and branch circuit panels for power and lighting. s 3. Complete branch circuit wiring for lighting, �r motors, receptacles, junction boxes and similar uses. 4. Lighting fixtures, wall switches, receptacles and similar items. S. Service entrance, wiring and outlets for telephone IL system. AW 6. Service entrance, wiring and outlets for cable t.v. system. , 7. Complete fire alarm system as required by national, state and local codes. ' 1.03 CODES AND FEES A. CODES 1. In addition to complying with all pertinent codes and regulations, comply with: a. All pertinent requirements of the serving utility company. GOLDEN PEAR HOUSE JANUARY, 1995 16010 - 2 .w. b b. National Electrical Code (N.E.C.) latest edition adopted by authority having jurisdic- tion. C. Local codes supplementing or superseding national codes. d. Requirements of Underwriters Laboratories for all items installed for which U.L. standards have been established. B. FEES AND PERMITS 1. Obtain and pay for all necessary permits, inspec- tions and certificates that may be necessary for the full completion of the work. C. INSPECTIONS 1. Notify proper authorities when work is ready for inspections required by applicable codes, rules and regulations, allowing sufficient time for inspections to be made without hindering progress of the work. Furnish to the Owner or Owner's representative copies of inspection certificates of acceptance. 1.04 TESTS Upon completion of all work and adjustment of all equipment, provide complete operational tests of all electrical equip- ment provided under this division. 1.05 WARRANTY Guarantee that all work governed by this division shall be free of defects in workmanship, materials and parts for a period of one (1) year after written acceptance. Promptly repair, revise and replace defects as directed with no additional to the Owner (Lamps and fuses are exempt.) 1.06 IDENTIFICATION A. In addition to providing color coding for all wiring installed under this division, provide the following electrical equipment identification: 1. Mount a typewritten removable directory inside the door of each panelboard to include the following information: panelboard designation, location of main circuit breaker or disconnect, individual circuit breaker number and circuit description. GOLDEN PEAR HOUSE JANUARY, 1995 16010 - 3 2. Mark all time clocks, motor starters, contactors and other control devices with engraved plastic nameplates as to circuit number and function of device. 3. Provide engraved plastic nameplates on panelboards, disconnect switches, etc. indicating equipment designation ( or designation of equipment served) and voltage. 1.07 EXAMINATION OF BIDDING DOCUMENTS A. Each bidder shall examine the bidding documents carefully, and not later than seven days prior to the date of receipt of bids, shall make written request to the Architect for interpretation or correction of any discrepancies, ambiguity, inconsistency, or error therein which he may discover. Any interpretation or correction will be issued as an addendum by the Architect. Only a written interpretation or correction by addendum shall be binding. No bidder shall rely upon interpretations or corrections given by any other' method. If discrepancies, ambiguity, inconsistency, or error are not covered by addendum or written directive, Contractor shall include in his bid, labor, materials and methods of construction resulting in higher cost. After award of contract, no allowance or extra compensation will be made on behalf of the Contractor due to his failure to make the written requests as described above. OR B. The person submitting the request will be responsible for its prompt delivery. Failure to so request clarification of any inadequacy, omission, or conflict will not relieve the Contractor of responsibility. The signing of the contract will be considered as implicitly denoting that the Contractor has a thorough e" comprehension of the full intent and scope of the working drawings and specifications. END OF SECTION GOLDEN PEAR HOUSE JANUARY, 1995 16010 - 4 ,* rn SECTION 16100 - -BASIC MATERIALS AND METHODS PART 1.00 -- GENERAL 1.01 MATERIAL A. All electrical material shall be new and of the quality and type specified. B. Manufacturer and catalog number shown in these specifi- cations or on drawings are intended as a guide to quality. Equivalent materials and equipment of other manufacturers will be considered providing such substi- tutions are requested in accordance with the provisions of paragraph 1.04, and shall include all information necessary to support the claim of equivalency. C. No extension of completion date shall be allowed for time lost in consideration, shipping, or installation of approved substitutions. Review of substitutions signifies general equality of materials and equipment only. This review does not relieve the Contractor of responsibility for proper operation of the system, compliance with specifications and necessary changes due to dimensional differences or space requirements. 1.O2 SHOP DRAWINGS A. Shop drawings required for this project are as follows: 1. Lighting fixtures 2. Service equipment 3. Loadcenters 4. Meter stacks 7. Fire alarm and detection system 8. Motor starters 9. Disconnects 10. Conduit 11. Conduit fittings GOLDEN PEAR HOUSE JANUARY, 1995 16100 - 1 M B. Present shop drawing submittal data at one time, bound in three -ring binders, indexed in a neat and orderly manner. Partial submittals will not be accepted. Provide four sets of submittal data, unless noted otherwise in Division I. C. Provide, with shop drawing submittal, 1/4 scale layout drawings of rooms with electrical switchgear. Layouts shall show locations of, and shall be coordinated with mechanical equipment, and equipment shall be drawn to scale. D. Place orders for all equipment in time to prevent any delay in construction schedule or completion of project. If any materials or equipment are not ordered in time, additional charges made by equipment manufac- turers to complete their equipment in time to meet construction schedule, together with any special handling charges, shall be borne by the Contractor. E. Shop drawings: Contractor agrees that shop drawing submittals processed by the engineer are not change orders; that the purpose of shop drawing submittals by the Contractor is to demonstrate to the engineer that the Contractor understands the design concept, that he demonstrates his understanding by indicating which equipment and material he intends to furnish and in- stall and by detailing the fabrication and installation methods he intends to use. Contractor further agrees that if deviations, discrepancies, or conflicts between shop drawing submittals and contract documents in the form of design drawings and specifications are discov- ered either prior to or after shop drawing submittals are processed by the engineer, the design drawings and specifications shall control and shall be followed. 1.03 RECORD DRAWINGS A. During the progress of the work, maintain an accurate record of the installation of the electrical system. Upon completion of the electrical installation, trans- fer all record data to blue -line prints of the original drawings. As a condition of acceptance of the project, deliver to the Architect one copy of the record drawings. GOLDEN PEAR HOUSE JANUARY, 1995 16100 - 2 77 M_ W U 1W W 1.04 SUBSTITUTIONS AND APPROVALS A. Some materials are specified by manufacturer's name. Materials of equivalent quality may be used if accepted by the Engineer. Refer to paragraph E below for substitutions. B. Bidder's Choice: Material or equipment listed by several manufacturer's names are intended to be bidder's choice, and any of the listed manufacturer's may be used in the base bid. C. Performance Specifications: when any item is specified by requirements to meet a performance, industry or regulating body standard or is specified by a generic spec, (no manufacturer's name listed) no prior approval by the Engineer is needed unless specifically called for in these specifications. D. Contractor to be responsible for any changes and costs to accommodate any equipment except the first named in the specification. E. Substitutions of Material Other items of material and equipment not listed as equivalents may be offered (at the Contractor's option) as alternates to specified items by submitting it with his bid on the Bidder's letterhead. Such alternate proposals shall not be included under the base bid and must be accompanied by full descriptive data on the proposed equipment, together with a statement of the cost to be added or deducted for each item. If any such alternate material proposals are to be considered, the Contractor shall submit a list of the proposed alternate substitution items within 14 days of award of contract. The request for proposed substitutions shall not be accepted by the Engineer due to scheduling or delivery concerns. 1.05 PRODUCT HANDLING A. Use all means necessary to protect electrical system materials before, during and after installation and to protect the installed work and materials of all other trades. B. In the event of damage, immediately make all repairs and replacements necessary to the approval of the Architect at no additional cost to the Owner. GOLDEN PEAR HOUSE JANUARY, 1995 16100 - 3 B. Fittings: 1. Use solvent welded fittings for all PVC conduit. 2. Use set -screw or compression fittings for all EMT conduit. 3. Use threaded fittings for all rigid conduit. C. Other raceways: 1. Other raceways and fittings shall be as shown on the drawings. 2.02 NIRS AND CABLE A. Voltage range 0 to 24: High conductivity copper, thermo- plastic insulation, 300 volt rating. GOLDEN PEAK HOUSE' JANUARY, 1995 16100 - 4 1 C. Upon completion of all installations, lamping and testing, thoroughly inspect all exposed portions of the electrical installation and completely remove all low exposed labels, soil, markings and foreign materials. PART 2.00 -- PRODUCTS 2.01 RACEWAYS AND FITTINGS `* A. Conduit: 1. Conduits installed underground or in grade slabs shall be schedule 40 PVC with ground wire. 2. Conduits subject to mechanical damage or where otherwise required by code shall be galvanized rigid heavy wall or intermediate metal conduit; SIR all other conduit may be electric metallic tubing. Al 3. Flexible metallic conduit shall be used where vibration or other reasons do not allow solid connections to motors, equipment, etc. The use of flex shall be held to a minimum. Where flexible metallic conduit is used in areas subject to moisture, PVC- coated flex (seal -tite) shall be used. 4. Type "AC" cable with full size ground or type "MC" cable with full size ground may be used for branch circuits in condominiums. MM B. Fittings: 1. Use solvent welded fittings for all PVC conduit. 2. Use set -screw or compression fittings for all EMT conduit. 3. Use threaded fittings for all rigid conduit. C. Other raceways: 1. Other raceways and fittings shall be as shown on the drawings. 2.02 NIRS AND CABLE A. Voltage range 0 to 24: High conductivity copper, thermo- plastic insulation, 300 volt rating. GOLDEN PEAK HOUSE' JANUARY, 1995 16100 - 4 1 B. voltage range 24 to 600: High conductivity copper, moisture - resistant thermo- plastic insulation, 600 volt 750C rating for general use. For wiring within 3 inches of fluorescent ballasts wire shall be copper, minimum 900C rated. Sizes indicated are for installation in a maximum 300C ambient. Conductor ampacity shall be derated for higher ambient installations. 600 volt aluminum wire and cable in sizes 1/0 and larger may be substituted for copper on services and feeders if ampacity is equal to or greater than copper, and voltage drop is equal to or less than copper and shall be terminated at switches, lugs, circuit breakers, etc., with mac -adapt series "MPT" machine compression adapters or equal. Contractor shall adjust conduit sizes as required for all conductors. C. Conductors used specifically for equipment or service ground to be bare or may have type TW insulation. 2.03 WIRE CONNECTIONS A. All electrical connections shall be electrically and mechanically secure, using the following methods: 1. wire size #8 and smaller -- pressure type connectors (scotch -lok) or equivalent. 2. wire size #6 and larger -- mechanical or compression lugs, Burndy, T & B, Ilsco or equivalent. B. wire termination provisions for panelboards, circuit breakers, safety switches, and all other electrical apparatus shall be listed as suitable for 75 0 C. 2.04 OUTLET BOXES A. Outlet boxes shall be: one piece steel, galvanized, steel City Electric, Appleton Electric, Raco or ap- proved equivalent. 2.05 BRANCH CIRCUIT PANELS A. Circuit breaker type with hinged door, indoor circuit directory. Circuit breakers to meet the non- inter- changeability requirements of the N.E.C. where applica- ble; all breakers 20 ampere single pole unless other- wise noted; all multiple units common trip. Mains with lugs as shown on the panelboard schedules. All panels to have neutral and ground bus. GOLDEN PEAK HOUSE JANUARY, 1995 16100 - 5 r 2.06 DEVICES A. Switches, receptacles and other devices shall be Pass Seymour, Leviton or Hubbel residential grade, ivory in color; other devices of equivalent quality by other manufacturers may be substituted, providing a list of alternate devices is approved in writing by the Architect prior to installation. B. Dimmers shall be Lutron Nova Series. 2.07 DISCONNECTS A. Safety switches shall be heavy -duty, quick -make, quick - break with cover interlock, fusible or non - fusible, in enclosure to suit locations and requirements. G.E., ITE, Challenger, Square D, Cutler Hammer or approved equivalent. 2.08 FUSES A. Dual element time delay, rejection type, high capacity or current limiting as shown on the drawings. Hussman manufacturing company or approved equivalent. B. Provide one (1) set of three (3) spare fuses for each size and type provided on this project. Install fuses in a hinged door, sheet metal storage cabinet equipped with clips or cubicles, each marked with the size and type fuse stored therein. Provide nameplate "spare fuses ". Install in locations as directed by Owner. 2.09 STARTERS A. All 3 phase starters to have overcurrent protection on all three legs. B. Starters which are furnished with control circuits shall have integral transformer and 120 volt control circuit. All starters to have thermal overload relays sized for approximately 115% of full load motor cur- rent. 2.10 EX TERNAL PDLLBOSES A. Pullboxes, cabinets, etc. mounted on the exterior at grade level, shall be weatherproof type with hinged lockable covers secured with tamperproof screws. GOLDEN PEAK HOUSE JANUARY, 1995 16100 - 6 0 r. i 2.11 ELECTRIC HEATING EQUIPI33NT 1. Cabinet Heaters (Light Commercial, Electric) U.L. listed and approved assembly for recess mounting. 16 gauge steel or 14 gauge extruded aluminum grille with duranodic brown baked enamel finish (with trim kit for recess mounting. Shock resistant, steel sheathed heating elements. 208/60/1 totally enclosed motor with sealed lubricated bearings. HP etc, detailed in schedule. Propeller fan to develop minimum 170 cfm. Built in fan manual "no heat" position. Tamper resistant adjustment. 0-Mark or Berko, Brasch Equivalent. 2. Cabinet Heaters (Commercial Electric) U.L. listed and approved assembly for recess mounting. Baked enamel glass fiber insulated cabinet with wall - guard recess flanges for recessed units, color to be picked by the architect. 16 ga. casing top and front panels. Corrosion resistant, helical coiled fin electric heating elements, individually removable. Blow through model. 1" glass fiber throwaway type filter. 2 -Speed permanent split capacitor or shaded pole motor with built -in automatic reset motor overload protection. Hp etc., detailed in schedule. Forward curved, dwdi fan wheels. Automatic reset snap- action type thermal protection shall be furnished through holding coil circuit of the control system relay(s) for protection in the event of overheating due to air blockage from any cause. Thermal protector shall be linear type to sense temperatures the entire length of heating elements, to detect localized overheating from partial air blockages. Integral thermostat control shall be standard on floor and wall mounted units, and shall consist of factory built -in thermostat of bulb and capillary type, fully enclosed snap- acting. The thermostat shall have a temperature adjustment range between 45 ° F and 95 ° F, with tamper - resistant adjustment through the discharge grille by means of an allen key or slotted screwdriver. Ceiling mounted units shall use a wall mounted thermostat. Either thermostat operates the single -phase holding coil circuit of the integrally mounted power control relay(s). An integral fan delay switch shall prevent discharge of cold air, by delaying fan start -up of the fan motor until heating elements have warmed up. This same fan delay switch shall maintain motor operation after heating elements have been de- energized to dissipate any residual heat. GOLDEN PEAR HOUSE JANUARY, 1995 16100 - 7 rM C] Q -Mark or Trane, Berko, Federal Pacific Electrical Equivalent. 3. Electric Wall Fin Radiation Capacity of 187 watts per linear foot. All units shall be U.L. approved. One stage electric resistance element shall be a metal sheathed element with aluminum or steel fins mechanically bonded to the tubes. A factory installed junction box and wireway shall be installed on 20 gauge reinforced back panel. An automatic reset thermal high limit capillary shall be installed the fill length of the element. Provide wall mounted line voltage thermostat. Enclosure shall be 16 gauge steel or aluminum with removable front cover, baked enamel prime coat finish. Enclosure height shall be off -white color. Enclosure brackets spaced at not more than four feet apart. Include: Connecting strips, slide cradle hangers, end and corner caps and all components required for normal installation. Enclosure to be Q -Mark or Brasch, Federal Pacific Electric, Berko Equivalent. PART 3.00 -- EXECUTION 3.01 CONDUIT INSTALLATION A. All wiring shall be installed in listed metallic "" raceways. Raceways in slab -on -grade or below grade shall be schedule 40 pvc. Transitions from below to above grade shall be with rigid steel elbows with P.V.C. Jacket or approved equal protection. EMT fittings shall be malleable iron or steel. Connectors shall be insulated throat type. B. Make conduit bends with standard conduit elbows or conduit bent to not less than the same radius. All bends shall be free from dents or flattening. C. All fittings in wet places, locations exposed to weath- er, or buried in masonry, concrete or fill, shall be water- tight. D. Cap conduit ends to prevent entrance of foreign materi- als during construction. GOLDEN PEAK HOUSE JANUARY, 1995 16100 - 8 E. Run concealed conduits in a direct line. Run exposed conduits parallel to, or at right angles with, lines of the building. Install all conduits at least 6" away from flues, steam and hot water pipes. F. Run underground conduits a minimum of 2' 0" below grade. G. Seal all conduit penetrations of fire rated walls, floor, or ceilings with U.L. listed "Dow Corning" #2000 or #2001 fire stop sealant or equivalent. H. All empty raceway systems shall have a #12 pullwire or equal, and shall be identified at all junction, pull and termination points, using permanent metallic tags. Tag shall indicate intended use of conduit, origination, and termination points of each individual conduit. I. Non - metallic and flexible metal conduits shall have a code- sized copper grounding conductor. Increase conduit size as required. J. Conduits penetrating through roof shall have roof flashing with caulk type counter flashing sleeve. Installation shall be watertight. K. Where panels are installed flush with walls, empty conduits shall be extended from the panel to an accessible space above or below. A minimum of one 3/4 "c shall be installed for every three single pole spare circuit breakers or spaces, or fraction thereof, but not less than two conduits. 3.02 WIRE INSTALLATION A. Branch circuit conductors shall be as follows: 1. For general applications through size #8: Type THWN 75 0 C or type THHN 90 0 C. 2. Branch circuit conductors through size #10 to be solid, #8 and larger stranded. 3. Unless indicated on the drawings, wire used for branch circuits shall be #12 THWN protected by 20 ampere circuit breakers. GOLDEN PEAK HOUSE JANUARY, 1995 16100 - 9 Im so 4. The drawings indicate the general direction of routes of branch circuit home runs. Continue all such home runs to panels as though the routes were completely indicated. 5. Conductors shall be continuous from outlet box to outlet box, or junction box, with no splices except in such boxes. 6. Do not install wire in conduits until after plas- tering or dry -wall is completed and all moisture has been removed from conduits. 3.03 OUTLET INSTALLATION A. Check architectural and mechanical drawings before installing outlets. Changing of outlets to conform to these drawings and any other slight change in mounting height or location of outlets required shall be consid- ered as a part of this contract. use outlet boxes of sufficient size and shape to best suit the particular location and to contain the enclosed wire and connec- tions without crowding. Size all boxes per N.E.C. B. Switch and receptacle outlet boxes shall be standard boxes with cover plates. Where more than one switch or device is located at one point, use gang boxes and gang cover plates. C. Flush mount lighting switches 4 0 11 centerline above finished floor unless otherwise indicated. Flush mount wall type receptacles and other wall mounted wiring devices and outlets one foot centerline above finished floor unless otherwise indicated. 3.04 BRANCH CIRCUIT PANELS A. Install Danelboards 5 0 1, centerline above finished floor unless noted on the drawings. 3.05 MOTORS, MOTOR STARTERS, SAFETY DISCONNECTS, MECHANICAL EQUIPMENT CONTROLS A. Unless otherwise indicated, all motors and controls shall be furnished, set in place and wired in accord- ance with the following schedule. (MD is Mechanical Division - -ED is Electrical Division). GOLDEN PEAR HOUSE JANUARY, 1995 16100 - 10 IT= FURNISHED SET IN PLACE WIRED UNDER OR MTD. AND UNDER CON- NECTED UNDER Equipment motors and thermal overload, resistance heaters (3) MD MD ED Magnetic starters and overload relays (3) ED ED(1) ED Disconnect switches, fused or unfused, h.p. rated switches, thermal overload switches and fuses, manual operating switches (3) ED(1) ED(1) ED Thermostats, control relays, control trans- formers, control panels, motor valves, damper motors, solenoid valves (3) MD MD(2) MD(2) (1) if furnished as part of factory wired equip- ment, then wiring and connections only by ED. (2) If line thermostats, p.e. switches, time switches, etc., carry the full load current to any motor, they shall be furnished by the mechanical division, but shall be set in place and connected under the electrical division, except that where such items are an integral part of the mechanical equipment, or directly attached to ducts, piping, etc., they shall be set in place under the mechanical division and connected by the electrical division. If they do not carry the full load current to any motor, they shall be furnished, set in place and wired under the mechanical division. (3) The above list does not attempt to include all components. All items necessary for a complete system shall be included in the base contract. 3.06 ELECTRICAL SUPPORTING DEVICES A. Support all panels, junction boxes and other electrical devices in a manner as required by the N.E.C. Use extra bracing, supports, etc. as necessary to provide a proper and substantial base to which all electrical equipment is attached. GOLDEN PEAK HOUSE JANUARY, 1995 16100 - 11 3.07 EQUIPMENT FURNISHED BY OTHERS A. Verify exact location and requirements of equipment to be furnished by others prior to rough -in. C. See Division 15 drawings for location of mechanical equipment. Provide service to, and connect equipment as required. 3.08 EQUIPMENT CONNECTIONS A. Final connections to motors, and other vibrating equipment shall be with seal tite flex and approved fittings. Do not secure conduits, disconnects, or devices to ductwork or mechanical equipment. B. Final connections to equipment shall be in accordance with manufacturer's approved wiring diagrams, details, and instructions. It shall be the Contractor's responsibility to provide materials and equipment compatible with equipment actually supplied. C. Electrical Contractor shall provide controls, interlocks, accessories, etc. In motor control starters as required by the temperature control Contractor. Starters shall contain 120v control transformer, pilot light, and pushbuttons or selector switch as required, in addition to other items (auxiliary contacts, door switches, relays, etc.) required. Submit elementary control diagrams. END OF SECTION GOLDEN PEAK HOUSE JANUARY, 1995 16100 - 12 6 SECTION 16400 -- SERVICE AND DISTRIBUTION PART 1.00 -- GENERAL 1.01 ELECTRICAL SERVICE CHARACTERISTICS A. The electrical service for this project shall be as shown on drawings. The Contractor is responsible for all coordination with the utility company for this project to ensure the installation of electrical serv- ices shall be compatible with the entire project. PART 2.00 -- PRODUCTS 2.01 ELECTRICAL SERVICE ENTRANCE EQUIPMENT A. Electrical service entrance equipment shall be U.L. listed for service entrance and shall have a series interrupting rating of circuit breaker units equal to or greater than fault currents which might be imposed on them. It shall further limit the available fault current to branch circuit panels to 10,000 amperes or less. 2.02 GANGABLE METERING RESIDENTIAL (WHERE APPLICABLE) A. Gangable metering shall be complete with: main fusible unit, pull or tap boxes, lug landing sections, cross bussing, and meter stacks. B. Minimum short circuit rating of integrated assembly shall not be less than 22,000 amperes. C. Meter bases shall conform to U.L. standard 175, and be configured to conform to the serving utility require- ments. D. Tenant breakers shall be 2 pole and rates at 2200 AK. E. Unit shall be enclosed in a NEMA rated housing suitable for location installed. F. Phase sequenced bussing shall be used throughout, with load balance as equal as possible. G. Metering units shall be as manufactured by: G.E., Square D, ITE, Challenger or Cutler Hammer. GOLDEN PEAK HOUSE JANUARY, 1995 16400 - 1 2.03 CT cams A. Ct cans shall be code gauge steel, primed and painted, size as indicated on the drawings, and as required by utility. Enclosure to suit installation. As manufac- tured by Queen, Hoffman, or approved equivalent. PART 3.00-- R=CUTION 3.01 MounTING A. Install distribution equipment in accordance with manufacturer's recommendation, and as shown on the drawings. Install wall- mounted equipment 5' 0" center- line above finished floor unless otherwise indicated. 3.02 COMPATIBILITY A. The Contractor is responsible for all coordination with the utility company for this project, to insure the installation of electrical services shall be com- patible with the entire project, and to insure that electrical service is installed at a time as to provide necessary electrical power as required to the completed project. Single phase equipment on a three phase distribution system shall be connected to insure as near a balanced system load as possible. 3.03 UNDERGROUND ELECTRICAL SERVICE A. The Contractor shall install a complete system of conduits, conductors, meter cans, ct cans, etc. re- quired to provide secondary service entrance. B. Provide all trench and backfill required for installa- tion of underground electrical service; see appropriate section, Division 1, or National Electric Code for installation of underground services. 3.04 1PTERING M A. Meter can to be provided by serving utility and in- stalled by this Contractor. Meters to be installed by serving utility. 3.05 SERVICE GROUNDING A. Take necessary precautions to ensure permanent and effective grounding of the service neutral and to ensure continuity to ground through the conduit system to all raceways, panels, panelboards, lighting fix - GOLDEN PEAK HOUSE JANUARY, 1995 16400 - 2 tures, switches, motors and other electrical enclo- sures, by the use of approved methods as defined in the National Electric Code. Make all ground connections solderless. Securely bond the entire grounding system to cold water mains using rigid clamp jaw type fittings. If ground connection is made to cold water pipe line on building side of water meter, install jumpers by- passing meter. . B. where non - metallic piping is used for building service, tie reference ground only to metallic piping inside of building and provide a properly sized ground rod system for the primary ground system. Tie reference grounds for metallic piping to the primary ground system. END OF SECTION GOLDEN PEAK HOUSE JANUARY, 1995 16400 - 3 SECTION 16500 -- LIGHTING PART 1.00 -- GENERAL 1.01 PROVISIONS A. Provide and install all interior and exterior lighting fixtures as shown on the plans and hereinafter speci- fied. All items shall be provided to make a complete and operable lighting system, including lamps, bal- lasts, poles, hangers, painting, plaster frames, etc. B. Fixtures shall be as shown in the fixture schedule. Catalog numbers shown are the latest available at the time of design. If discrepancies occur between de- scription and catalog number, description will take precedence. C. verify trim, finish and general description of all lighting fixtures through shop drawing approval prior to placing order for fixtures. Modify catalog numbers accordingly. PART 2.00 -- PRODUCTS 2.01 INCANDESCENT FIXTUES A. Incandescent fixtures to be complete with lamps, and all necessary accessories to provide for their instal- lation. Provide necessary blocking or other protection to maintain separation of recessed fixtures from com- bustible material and building insulation system. All recessed fixtures to have thermal protection device. 2.02 FLUORESCENT FIXTURES A. Fluorescent fixtures to be complete with lamps, and all necessary accessories to provide for their complete installation. Ballasts to be HPF, CBM /ETL, and U.L. listed, class P. Surface fluorescent fixtures to be mounted on low density combustible ceilings to have a U.L. listing for such mounting. All lenses to be acrylic prismatic plastic types or as shown in the schedule. GOLDEN PEAR HOUSE JANUARY, 1995 16500 - 1 FWJ In 2.03 HNaRGSNCY OR NIGHT LIGHTING A. Fixtures indicated as being on emergency, or night light circuits shall be provided with self- contained battery powered inverter unit for direct mounting in fixture. Provide unit with fully automatic two rate charger, nickel cadmium battery, ry, AC "on" pilot light, and test switch. Design and wire unit to automatically transfer to battery supply on loss of normal AC power for minimum 1 -1/2 hours. 2.04 Lamps A. Lamps shall be as shown in the fixture schedule as manufactured by Osram- Sylvania, G.E., Phillips, or approved equivalent. PART 3.00-- zxxCOT =8N 3.01 INSTALLATION A. Install lighting fixtures straight and true with refer- ence to adjacent walls, and securely fasten to and support by structural members of the building. Refer to architectural or interior reflected ceiling and elevations for exact location of fixtures. B. Provide photocontrols, time clocks, contactors, relays, etc. to control interior and exterior fixtures. All items for lighting control that are to be mounted outdoors or in wet locations shall be installed in weatherproof housings. C. Recessed light fixtures installed in gyp. board or plaster ceilings shall have plaster frames installed prior to ceiling material. END OF SECTION GOLDEN PEAK HOUSE JANUARY, 1995 16500 - 2 y I SECTION 16700 -- COMMUNICATION SYSTEMS PART 1.00 -- GENERAL 1.01 TELEPHONE SYSTEM A. Install telephone service raceways, backboards, wiring, outlets and other devices in accordance with the requirements of the telephone company. B. Provide convenience outlets at all telephone terminal boards. C. Provide and install Leviton #43040 1MI cable in conduit to all outlets. Each outlet to be a single run. Provide modular device at each outlet. D. Contractor to connect branch cable to device. E. Contractor to leave sufficient cable at terminal boards for connection by telephone company. 1.02 CABLE TELEVISION A. Install television service raceways, wiring backboards and other devices in accordance with the requirements of the cable television company. B. Provide and install RG -59 75 ohm coax cable and conduit to each tv outlet. Each outlet shall be a single run. Provide device approved by cable tv company at each outlet. C. Contractor to connect branch cable to device. D. Contractor to leave sufficient cable at terminal boards for connection by others. 1.03 INTERCOK SYSTEM A. Install intercom service raceways, backboards, wiring outlets and other devices in accordance with the equipment manufacturer's requirements for a complete and operable system. END OF SECTION GOLDEN PEAK HOUSE JANUARY, 1995 16700 - 1 SECTION 16721- -FIRE ALARM AND SMOKE DETECTION SYSTEMS 1.00 GENERAL 1.01 SECTION INCLUDES A. Fire alarm and smoke detection systems. 1.02 RELATED SECTION AND DIVISIONS A. Divisions 8 - Door Hardware: Door closers. B. Division 15 - Elevations C. Division 15 - Sprinkler system. D. Division 15 - Smoke dampers. E. Division 15 - Duct smoke detectors. F. Section 16120 - Wire and Cable. 1.03 RECCES A. NFPA 72 - National Fire Alarm Code. B. All Local Codes and ordinances. C. NFPA 70 National Electrical Code D. NFPA 101 - Life Safety Code. 1.04 REGULATORY REQUIREMENTS A. System: UL and FM listed. B. Conform to requirements of NFPA 101. C. Conform to applicable local ordinances. 1.05 SYSTEM[ DESCRIPTION A. General: Combination automatic and manual fire alarm system. Devices shown on Drawings are the minimum acceptable, additional devices and zoning may be requi- red by the Authority Having Jurisdiction (AHJ) and shall be provided at no additional cost to the Owner. Alarm shall achieve audibility throughout occupiable spaces. GOLDEN PEAR HOUSE JANUARY, 1995 16721 - 1 L2 B. Residential Units: Upon activation of single stations smoke detector all detectors within associated resi- dential unit shall annunciate, however general alarm shall not activate. Upon general building alarm all audible devices within residential unit shall sound an alarm in unison. Actuation of any start portion of the residential detectors shall initiate a general building alarm. C. System Supervision: Provide electrically - supervised non -coded power limited system, with supervised alarm initiating and alarm signaling circuits and be capable of having all addressable initiation devices in alarm at one time. D. Alarm Sequence of Operation: Actuation of manual fire alarm station or automatic initiating device except for condominium unit smoke detectors - local alarm only) causes system to enter ALARM, which includes the fol- lowing operations: 1. Sound and display evaluation fire alarm signaling devices. 2. Transmit signal to authorized remote station eq- uipment. 3. Indicate location of alarms and supervisory condi- tions on fire alarm control panel and on remote annunciator panels. 4. Transmit signals to building elevator control panel to initiate return to main floor or alter- nate floor. Transmit signals to elevator shunt trip upon activation of hoistway or elevator room heat detectors. 5. Transmit signal to building mechanical systems to initiate shutdown of fans and damper operation. 6. Transmit signal to release door hold -open devices. E. Alarm Reset: Key - accessible RESET function resets alarm system out of ALARM if alarm initiating circuits have cleared. F. Trouble Sequence of Operation: System trouble, includ- ing grounding or open circuit of supervised circuits, or power or system failure causes system to enter TROUBLE mode,including the following operations: GOLDEN PEAK HOUSE JANUARY, 1995 16721 - 2 M 4 40 1. Visual and audible trouble alarm by device at con- trol panel. 2. Visual and audible trouble alarm at annunciator panel. 3. Manual ACKNOWLEDGE function at control panel si- lences audible trouble alarm; visual alarm is displayed until initiating trouble is cleared. 4. Transmit trouble signal to remote station. The specifications includes the furnishing of all labor, equipment, materials, and performance of all operations associated with the installation of the Fire Alarm System as shown on the drawings and as herein specified. G. Lamp Test: Manual LAMP TEST function causes alarm indication at each zone at fire alarm control panel and at annunciator panel. H. Drill Sequence of Operation: Manual DRILL function causes ALARM mode operation to: 1. Sound and display local fire alarm signaling de- vices. 2. Indicate location of alarm zone on fire alarm control panel and on remote annunciator panel. 1.06 QUALIFICATIONS A. Manufacturer: Company specializing in smoke detection and fire alarm systems with five years documented experience with addressable alarm systems. B. Installer: Company specializing in smoke detection and fire alarm systems with five years documented experi- ence, certified by manufacturer as fire alarm install- ing contractor. 1.07 SUBMITTALS A. Submit Fire Marshal approved shop drawings and product data under provisions of Division I. B. Provide drawings which indicate building form plans, locations of devices, conduit routing, wiring diagrams, fire alarm panel, data sheets, connection details and equipment ratings, layout, dimensions, and finishes. GOLDEN PEAK HOUSE JANUARY, 1995 16721 - 3 B. Store and protect products under provisions of Division I. 1.11 EXTRA MATERIALS A. Provide two keys of each type. B. Provide five smoke detectors and five combination smoke /heat detectors. 2.00 PRODUCTS 2.01 MANUFACTURES A. Any of the following manufacturers may be used in the base bid. 1. Notifier 2. Gamewell 3. Simplex 4. Pyrotronics GOLDEN PEAR HOUSE JANUARY, 1995 16721 - 4 y r C. Submit manufacturer's installation instructions under provisions of Division I. D. Submit manufacturer's certificate under provisions of Division I that system meets or exceeds specified requirements. W 1.08 PROJECT RECORD DRAWINGS A. Submit documents under the provisions of Division I and specification Section 16010. 1.09 OPERATION AND MAINTENANCE DATA A. Submit data under provisions of Division I.;:: B. Include operating instructions, and maintenance and repair procedures. C. Include manufacturer representative's letter stating that system is operational. 1.10 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Division I. B. Store and protect products under provisions of Division I. 1.11 EXTRA MATERIALS A. Provide two keys of each type. B. Provide five smoke detectors and five combination smoke /heat detectors. 2.00 PRODUCTS 2.01 MANUFACTURES A. Any of the following manufacturers may be used in the base bid. 1. Notifier 2. Gamewell 3. Simplex 4. Pyrotronics GOLDEN PEAR HOUSE JANUARY, 1995 16721 - 4 y r B. Substitutions: Under provisions of Division I. 2.02 FIRE ALARM AND SMOKE DETECTION CONTROL PANEL A. The control panel shall be microprocessor based and totally power limited. The panel shall be capable of supporting Class A (Style 6) or Class B (Style 4) Network Communications Lines and Class A (Style Z) or Class B (Style Y) Indicating Appliance Circuits. The panel shall have the following features: 1. Totally Field Programmable 2. Password Access Protection 3. Built in Panel Diagnostics 4. Alarm and Trouble Resound 5. Trouble Status Buffer 6. Point Identification Display 7. 24 -Hour Trouble Resound 8. One Man Walk Test 9. Alarm verification 10. Positive Alarm Sequence The panel shall have the following relays with a form C configuration: 1. Alarm 2. Trouble 3. Supervisory 4. Default Alarm Mode (allows alarm reporting during microprocessor failure) The control panel shall be designed to monitor two or four Network Communications Line. The system shall Process up to 256 addressable inputs (smoke detectors, manual stations, water flow devices, etc.) and up to 128 addressable control relays. The Network Communica- tions Lines shall support various annunciation devices (i.e. LED Annunciators, Alphanumeric Displays, Print- ers) in addition to the addressable inputs and outputs GOLDEN PEAK HOUSE JANUARY, 1995 16721 - 5 IM no 4W described above. The system architecture shall allow for T- tapping of the Network Communications Lines and the use of the Conventional Zone Interface devices on the Communications Lines or a group of conventional s detection devices (standard smoke detectors, manual stations, waterflow and tamper switches) to be inter- faced into the system as an address point. The control nae panel shall contain two indicating circuits, supplying 2 amps of power for each circuit. These circuits shall be field programmable independently to operate a Steady, March Time or Zone Coded signaling. The control panel shall contain an Alphanumeric Dis- play /Printer interface which contains a microprocessor with non - volatile memory to store field programmable alarm and trouble messages. The Alphanumeric Display shall consist of two 40 character lines for alarm, supervisor and trouble identification, and in quiescent mode, indicates system status. The Alphanumeric shall be back illuminated and have an adjustable viewing angle. B. Power Supply: Adequate to serve control panel modules, remote detectors, remote annunciators, door holders, smoke dampers, relays, and alarm signaling devices. Include battery- operated emergency power supply with capacity for operating system in standby mode for 24 hours followed by alarm mode for 5 minutes. C. Detection Circuits: Supervised zone module with alarm and trouble indication. D. Signal Circuits: Supervised signal module, sufficient for signal devices connected to system. E. Municipal Trip Circuit: Provide output connections for connection to remote station transmitter. Include municipal trip DISCONNECT switch. F. Remote Station Signal Transmitter: Electrically super- vised, capable of receiving signals from remote station transmitter over telephone lines and visually annunci- ating alarm signals by addressable device and common trouble signal. 2.03 INITIATING DEVICES A. Manual Station: Addressable semi -flush mounted, double action, manual station. GOLDEN PEAR HOUSE JANUARY, 1995 16721 - 6 B. Heat Detector: Addressable fixed temperature, rated 135 ° F . C. Area Smoke Detector: Addressable ionization photoelec- tric type with plug -in base, and visual indication of detector actuation, suitable for mounting on 4 inch outlet box. D. Dwelling Unit Smoke /Heat Detector: Combination Heat /Photoelectric smoke with self- contained audible device, isolated thermal cleanout rated 135 ° F and aux- iliary relay contact. E. Remote Test Switch: Key - operated switch mounted on flush cover with lamp to indicate detector actuation. (provide one switch for each duct mounted smoke detec- tor.) F. A Conventional Zone Interface shall be provided for WaterFlow devices and Tamper switches or any contact type devices. This Conventional Zone Interface shall have a Class B (Style B) circuit. G. A Conventional Zone Interface (CZI) shall be provided which can monitor conventional detectors such as Ion, Photo - electric or Thermal and either UV or IR Flame detectors or a Beam detector set and any number of contact devices. The CZI shall incorporate an integral pulsing LED for confirmation that the CZI is active. This LED shall change from pulsing to steady state upon an alarm condition for quick identification of the alarming device. 2.04 SIGNALING DEVICES A. Common Area /Retail Areas Alarm Horn: NFPA 72; Flush type fire alarm horn. Sound Rating: 95 dB at 10 feet. Provide integral ADA strobe lamp and flasher with red lettered FIRE on white lens. B. Dwelling Unit Alarm Horn: NFPA 72; flush type fire alarm horn. Sound rating: 95db at 10 feet. 2.05 AUXILIARY DEVICES A. Door Release: Door closer as specified in Division 8. B. Duct Smoke Detectors: As specified in Division 15. GOLDEN PEAK HOUSE JANUARY, 1995 16721 - 7 2.06 FIRE ALARM WIRE AND CABLE A. Fire Alarm Power Branch Circuits: Building wire as specified in Section 16120 or as permitted in Article 760 of N.E.C. B. Initiating and Signal Circuits: All Network Communica- tions Lines shall be three conductor shielded or wiring approved by the Manufacturer. Building wire as speci- fied in Section 16100. Power limited fire - protective signaling cable classified for fire and smoke charac- teristics, copper conductor, 300 volts insulation rated 105 °C, suitable for use in air handling ducts, hollow spaces used as ducts, and plenums. 2.07 CONTROL DEVICES A. Control elements shall be provided as required and device shall be connected to the Network Communications Lines and be field programmable for one of the follow- ing options: Remote Relay (form C, 1 amp, 24VDC, 200 mA, 120VAC) with supervised relay operation, Remote Supervised Indicating Appliance Circuit (fused at 1 amp). There shall be a LED on the device that will flash to indicate the unit is being monitored and a steady LED to indicate the unit has been activated. 3.00 EXECUTION 3.01 INSTALLATION A. Install system in accordance with manufacturer's in- structions. B. Mount outlet box for electric door holder to withstand 80 pounds pulling force. 12 rr El C. Make conduit and wiring connections to door release devices, sprinkler flow switches, sprinkler valve tamper switches, fire suppression system control pan- els, duct smoke detectors, pipe /smoke dampers and other systems or devices required by applicable codes. E. Automatic Detector Installation: NFPA 72. 3.02 FIELD QUALITY CONTROL A. Field inspection and testing will be performed under provisions of Division 1. GOLDEN PEAK HOUSE JANUARY, 1995 16721 - 8 OR 1595 GOLDEN PEAK HOUSE REDEVELOPMENT VAI COLORADO 1VA,INCORPORATED 1319 SPRUCE STREET BOULDER, COLORADO 80302 303.444.1951 303.444.1957 FAX CONSULTING STRUCTURAL ENGINEERS BY DATE CHKD. BY — DATE JOB # — PROJECT CLIENT - ' 4 " 3 44 03 FAX SHEET NO PRELIM. FINAL — Vh 19 7 20 3Eo- 3,13 2, 7 V 81 0 - J6 7'1 7'�, A2 / IV (5 A/0 7 1 1361'1 Co,d^j6C r/o�j 1 5' / a — 0 A -7 /o r-') (- 4d s") -4 1 19 r6)7 "9 c a 12373 1 4.1 M" JVA, INCORPORATED 1319 SPRUCE STREET BOULDER, COLORADO 80302 - OF CONSULTING STRUCTURAL ENGINEERS BY Z S DATE CHKD.BY DATE NA, MCORPORATED 303.444.1951 1319 SPRUCE STREET .4 3034.1957 FAX BOULDER, COLORADO 80302 JOB # CO S.> 0 SHEET NO 11 o OF PROJECT G OG DEN f'Efi �� USE PRELIM. CLIENT SN0l41 �` y4�°k /i1/S FINAL DES 1 (5 'oV OF17" -P/ Es161v �lop 3 Mom NA. MCORPMTED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # .SS O SHEET NO /� I OF BY -- � P DATE 7 ` �- / y PROJECT <7 O L EN PE 0 �9k f/o U E S -S PRELIM. CHKD.BY DATE CLIENT S/VOLJJ2061 -f H FINAL PC-SIG CR / ?fR //J DLr 4fR/ 7 PliO JE C T: G oo o,xw PE194 Y19 e- , C o L o /l? 19 40 a v"9 _/O/? #.' G SS D /iv cbf R G E /PaBE APT h'c/�v�vEs PiP o J E c^ G o c 9 T/ o.) ,' V,914" C o e- o /t A o o C C I E NT SA1io Oo A/ e VbPx/ - s' -91 cw,, Z o/ Go R c C ?EEk Dh', V4 /6 .4 co p4 IpwoNE 'M -Z2 o/ f"9X yn - 7Y9 C /v /G EN6 R, �� 1mrcR- Mo41A17',9 /iY E'/vG /�EE.P LTD. ME' C I119 " V C c E N G BE/9 e/O/il/ G f'JS/Z E ELF C7 / C 4 L 6 - w GA : 9E19v0 1/11 Gf , V2E B C/ /C -v / : Tow •� of �/A /�, Cog E ciSEa /.v D EJ /6-./ ,' /- /VC Lo"9D ( SE E _ F?091*�► /tiG JEC ?/o-v1 f"D2OEil0 L04oJ) 1 � Q F _ S" o t j 8 o PJF �LD Roof se oPE.t - ,�0 2E0) av /cr c,/P /2oo f (Alo h1E19 v y af9Lc. fLoo R 17ES L 619 c co -v/ 6j 1 ":; CK,! CoAtti oo2-j / PUa c. /C 4Af4 V h'E j r 7' o9 0,14 d 7-.j OFD, c E sToR AG E 5/o r'J c /oo Psi So pjl t z P1 A44 /zSPS NA, D4CORPMTED 303.044.1951 09 SPRUCE STREET 303.044.1957 FAX BOULDER COLORADO 80302 _CONSULTING STRUCTURAL ENGINEERS JOB # S S O SHEET NO ' Z OF BY TPs DATE 2-7 y PROJECT 60 C OECJ PE09 K HO cJS E PRELIM. CHKD. BY DATE CLIENT �S 'J C 1 y'^+ 4' f/O I too' ` 0 1 FINAL DES /6N CIL Elt/ W/�i D VEL c /7 E 8o A/ c C e PFD 7 TEo ay �� Se s< f o e- L o w C T -.; , Fo iC w /--1 4p 0,-J 4-J s y J J E ^'+ 1 .gyp 8 rJ / L 0 01,4 r FC E rT E ti T J C o N1 P a - E ^i 7 s6' /s / C 2o, , (!: R A r / -� 6' TYPE -zl" / /Yo.J Z fovND.97' 02/�19 7' So /L art Ph►wG <I/Y Si E VE to wG f!K REPo ` X9.3 ZSJ Dig TIC /L - 30 - LL0 ,,4/feC /'�) IX • 0 (:2 P/1 Ers ✓zE sc) oo /°J g oo o Ps F j' ?�'s w / D E 2 Ty �9 .r y �) /V? /-/ "7 S /?Ci - Z /So g7 Eo, /(, Cow T, /''7 / i . - i u ^, O 6 , 9 , :5 ) e- 0 1 A PR E J-S v 2 E — /V114 F4 a JT 17 EpT1 0 -r J .e F�a�T �,� _ SE�t �_�?o�,.�✓ of ✓/9 /L4 C:� � E-.. ?. TYPE • � I '� /vl&ie , T fLcu /D altE G41, szT� /39 SE�►E� r..AC L ,j - '50' S -,, ' E,�� G/t4N. l319CIrf"') T /LE'vc Cf EfP P/t o� /DE u�0E� /�/ A 76 R A4CI /.1 T A "a C C - = o, S r,�E v/t6 ?- - o /I eF 1 1) Q S/oo P.cf DGty NA, INCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER, COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS �p JOB # �.SSO SHEET NO ' OF BY _7%° S DATE 7-� 7 - 9 y PROJECT C7 o C ,✓ D E^� � K /ya �! s 4� PRELIM. CHKD. BY DATE CLIENT N `�' ' FINAL AES �` ^� Of /rfR/� /'7q TEA /09 �•� C - Me pes h d �yde 5i7s7 -3aw r✓c,e -4 ScAlt ow pE c K 3S0 p i L . w. aTHE2 3a"o ., r i ,S rl? u C T v It 9 L J rE E L Tu, e61 / / PE.,t wine_ FZ- I -j 6E Jr 0 T hl E'2 nivNE "o op -- ti0^4E f 3r KS, F = lest "o op -- ti0^4E CONSULTING STRUCTURAL ENGINEERS BY DATE CHKD.BY DATE riA,INCORPMTED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 JOB # SSA SHEET NO P-1 OF PROJECTa` AE291K IRV-006`E PRELIM. CLIENT oS'/VO &0 a N 2r/ y0 f k�/✓ FINAL /Q of Roof DES /GN o Lo g B- d•RE 3 oEce- p / �✓ cJ C fl T � o r) JsL L /I/E Lolo90 - 1 -0 - -i �o J 3z 3. Z v Z F ?o /°s F j� 0o F DE c K - .3 TY/0, iv Ro DEck Z o ti v 1'o DE CK Z a PJ/` DL $ a p 4 3 s P/9 -J o it en o n E /& GAGE" - /Ir NA, WCORPORATED z� Gi5'GE - 22 G/9G4t - 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # ' ss0 SHEET NO Z' � OF BY 1L! _ DATE 7 �IZ - / y PROJECT G " E PE0090 #0 d J C PRELIM. CHKD. BY DATE CLIENT `s A/ FINAL RO o f DEJi�� R00 A DEsiG -�/ o Lo g B- d•RE 3 oEce- p / �✓ cJ C fl T � o r) JsL L /I/E Lolo90 - 1 -0 - -i �o J 3z 3. Z v Z F ?o /°s F j� 0o F DE c K - .3 TY/0, iv Ro DEck Z o ti v 1'o DE CK Z a PJ/` DL $ a p 4 3 s P/9 -J o it en o n E /& GAGE" - /Ir Gh►GE - z� Gi5'GE - 22 G/9G4t - /. /. 9 -c _ CG /00 fJ?c TL (;,9 G E o S f f A A C T/ C 9 L — L/ !`► 1,0 ov _. _ 7.0 9 i OWEC TEo?,RIt, F'o/I P 1 P/E //rent RFQ v //1C- '/ham -•/7" S S/ �PCE i ?,q 61 f C.A? 406AY /toot CCE /9 2 J1 - = Z� G 4cIL /A CC ow 9 -1Q/ �9,0 r !o z pjF oK H /GH /hoof /�► = /3, 8 fr -k MA le SPACiv c ) w r. -C x CZSr 8o F} P) /.o " Ile rT ) o.�G� /Ft cL T,z= L 7 0. S � y w /o x /z 1). ti dtc AAr /3 J ) p l9N SEE = 6 E S K �t L nA>< =��Gn o•Y3� ..Z J8',J w /ox /L__r► /� K 'a CA r,9x 1. --j �9�C jpA C,NG, w l2 X / f S -� w /2X/6 /C�� NA, DKOIMDRATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER, COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # ' ` SHEET NO Z' Z OF 77S 7 - / 2 - y GO DEN �°E �9� y o d E BY DATE PROJECT .! PRELIM. CHKD. BY DATE CLIENT s {/ y FINAL o f i - A a .0 6 C a .v T, H /GH /hoof /�► = /3, 8 fr -k MA le SPACiv c ) w r. -C x CZSr 8o F} P) /.o " Ile rT ) o.�G� /Ft cL T,z= L 7 0. S � y w /o x /z 1). ti dtc AAr /3 J ) p l9N SEE = 6 E S K �t L nA>< =��Gn o•Y3� ..Z J8',J w /ox /L__r► /� K 'a CA r,9x 1. --j �9�C jpA C,NG, w l2 X / f S -� w /2X/6 /C�� rvti MCORPORATED 303.404.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS T JOB # �° '�`�� SHEET NO Z, 2 OF BY / Pf DATE 5 y PROJECT Go r� E� PEI K f)�o 1 E PRELIM. CHKD. BY DATE CLIENT 'S � H FINAL U a F/I C f,;, S n/o k -, a j 4owE2 A oo Roo/ f.vo c,,) ' oho s F o i/ - � � 4E /6�r DiF Fcr �-E -1 ccr /_j JZQ S -r q ��.,. _ � 3 •ti�x �vo.lf rel f--_ j ? 2 r -? M WCOIVORATED 303.1".M im spRua sw - COIISIIITK SitUCCIMM EMGR[6 � C ^ O JOB N �J J 303.4U .19S7 FAX eotm COLORADO 80302 SHEET NO 211 OF BY TP`s' DATE 7 - 60 e - / HO U.S4C!F PRELIM. CHKD. BY DATE CLIENT H FINAL /P 0 f �ooF i -T k / R-- �� V. i a k - - -- -- - - -- -- K -- - - -- - - -- - t /C U Z -- �:J /2�C y i NA, INCORPORATED 303.114.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS q JOB # `SSO SHEET NO L OF BY PJ DATE `! Y PROJECT GO ( -496' 1 1 ' y� y -T E PRELIM. CHKD. BY DATE CLIENT s FINAL fa OF N/G y Roof l�lo Z7 20,C 14 P K /i? rr -i< 4 1-C = 2 yz� 1 -j � S _R Q - 9 2 K /F, I K �' = /c7ao QTL 0. dLL= o,T,�32 0 GZ /Zs a,3t l� r -� t,' /Z;K /,V w Re(: Z M = SE ef vie w /zx /y w/Z X /I S� NA. INCORPORATED 303.411.1951 1319 SPRLKE STREET 303.441.1957 FAX BOULDER, COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS /`S JOB # s'o SHEET NO 2 y OF BY PS DATE 7 -2° — 9 PROJECT GO G l> E-✓ PE K No JsE PRELIM. CHKD. BY DATE CLIENT Sy FINAL -eo of O O oK R 91 1, y� K /r- r o7J3 L,� c 13 X Li l e y Z- Z_ k,j I x/6 ► 3Re S,y S,y 1VA.INCORPORATED g', 7 K q E 3.31 S I G l � S - G 303.444.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS / s - (� J 303.444.1957 FAX BOULDER COLORADO 80302 2 � s JOB # SHEET NO OF BY P-s DATE 7715- 9 y PROJECT 604 1' h'° J J E PRELIM. 0, CHKO. BY DATE CLIENT S > y FINAL H /GH /t o a f 3. y K arc. 0, -?-3 p, 002 0 . O.ot6 Fa ti c t. o.SB o,�o 0 ,oc0t`1 0 E"io J L o.l� o,ZZ 4 4 C TJ L °i X? O 3, 0 K w/ 2 x /Y ,Z.- $'8 T 0, Z OROS �LL °rl7 w/ZX /y o/c K C ,j 3 o.33 " /, /6 d« or o3S 4.02/ k,j I x/6 ► 3Re S,y S,y S,Y s. Y g', 7 K q E 3.31 S I G l � S - G lS /� SL 0, arc. 0, -?-3 p, 002 0 . O.ot6 /SLR 01 O 0 ,oc0t`1 0 D ��J6o o. So o ' yo 6 , 3r3 0 k,j I x/6 NA, IKO" MTED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS q JOB # �O ` SHEET NO 2, 6 OF BY TP J DATE 7 _9 .5 y PROJECT GO LIM " PRELIM. CHKD. BY DATE CLIENT 'S f/ y FINAL 20 0 h/ /Cy 20o F R= o.YB' /�r � 7 ,T =8'8,6 wi2 �T� O,oB/ -P�3 o y3 w X R 13i/ 10' 7 FT -K w /2x /Y Z �1 r) E? %/Doo dTL 0.27Y 6/3 ws b, e. 9` /Fr '?= j �G K /7 o,yr w 1 X t y oK NA. INCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER, COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # `S-� o SHEET NO Z ' 7 OF BY 7 PS DATE 2- -/ 9 y PROJECT G d L E� PE K �° v� C PRELIM. CHKD. BY DATE CLIENT ' H FINAL O C) F G R° °F _Y oAl i2Q /S u s L t. -j i Y z' /o' Z► r� Z —Z, L -( Z,6 7s ?$ 6 QTL 0 O. /S9 �Sc.0 0.� 0,12/ �lf�co.9 o,oCl O,YS ZX/y_ o K _ 3vti WCOerauTED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # `s`� SHEET NO Z' OF BY LPs DATE 7 PROJECT G I K A10 L E PRELIM. CHKD. BY DATE CLIENT `S '�� FINAL y /6H /Zoc F pp — �_ 0,66 •c 12 1 = g8. G p T � O R.o L7' O � q U•o2 � c�.aZ.9 �l / Ca W /Z /y 0K ,2: /voo ATL o, gJq O,�)m A « 0 , 6 ?9 0 , 28L _. `✓Z /y w /S x 60 w /l�G 7 a o x S SI 9' 17 j000 4 7L o,JjoI ,o, 060 I i t 8" 3 6,1 ) !9. NA, INCORPORATED 303.044.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER, COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # S'r O SHEET NO 2 'F/? OF BY Pf DATE 2 ? ' 2 1 V PROJECT �O L E/V P6'9K ** J JE' PRELIM. i CHKD. BY DATE CLIENT 'S 'y FINAL RE v "i C IO 7 — lb " C „ `�I Zvi n -iy 3q ,�'= /�a� N3TC•' ONL n� ° Nk WCORPDMTED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER, COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # 4/ SHEET NO '_ OF BY TPs DATE �' /S -9y PROJECT G ° C A O E '% 1 PEAX NC y 1 PRELIM. CHKD. BY DATE CLIENT .S y FINAL /f (3 NiGti /20 o f R97- / . o " /f r z7- j oe rm Z2 O.so"�ft 1?Q Z1 Re /s6a vS� � / ?r ly SM To TIP I, IN, �s -t A l / o,o Arc o,l�/ - a,oiZy p LL- 0,13 -, O, `10 b' 0r Mom NA. WCORPORATED 303.444.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS 303.444.1957 FAX BOULDE COLORADO 80302 JOB # SSO SHEET NO Z 7 OF BY 7'P1' DATE ZZ Z L 9 Y PROJECT G o LOE.•i PEAX Mo y S E PRELIM. CHKD. BY DATE CLIENT -S � H FINAL Ro o F /feV /sEV /?Q Z3 R n S.,o0 S3 K y, �k IV �6 ZL L ) T - 3 8 14 y �Ev�J Ey 1?92Y ( dc-r) y. y ,p, a, 5/6 K FT 17 - x,c /pp, �fC D.000L p.0 �Lt o.ocaS o .00�' 0.002 6,01 Z � ,P`jco 0.3t- 0, 7- n,YY a,2� UsE w /'ZX /y 1VA.INCORPORATED 303.444,1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS 303.444.1957 FAX BOULDER COLORADO 80302 80302 JOB # SO SHEET NO Z , / o OF BY T� DATE 7-�5 �y PROJECT G O 5 ` 9 Orfj PEl?lc yo J SE PRELIM. CHKD. BY DATE CLIENT S y FINAL ROOF o o F 19 k �.9 2,Z y ,K o ys K /Fr �E v �JE� l Sc' — 20 o o Nb O,ofl O,00 V y C o 0, - 17 O , V Z O. Q, ffa - R y 1.9_" E /oaa 7-2s ( / l z o e RB /9 JC. 0 900€.2 t T o 16 27 0,7o 3, :7s /a0o bTL O.009? x474 6 0 0 iota o.3a 0.21) Z , E V/ J E o— Si" T T y, r og >< 2 z u'!C t /yes L) k/ / l y w/z x l k 6,/ ,VA, INCORPORATED 303.444.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS d 303.444.1957 FAX BOULDER COLORADO 80302 2 ' JOB It `sRr SHEET NO OF 7"S 7 /S y Go C i "e ' �0 r/J E BY DATE PROJECT A 1 PRELIM. a,or? CHKD.BY DATE CLIENT 'T �/ /� FINAL �O�F h/ /G X o o F l k 6,/ �9 /000 b rL a,o /`f 0 0 L o, o yL 4�(,L o lZt o.o /8 o,o /6g 0,8►�`�' 12,E K I n I\ OL� r M "" — Z o J% /000 6T 6 ,00.3 0,00 �y 16 Lc 0,a>3Y V34.p 0.17 o.<o usE -,Pa -9` ITA-r /p o L,/ /'/ 7 2 Z W / 2 y Z� RE dS 16 N11i ? z7A w /Z /y O, o l o y ,o o y 7 a� Z)z o, -Ph 6 ,293 °•To a,or? �9 /000 b rL a,o /`f 0 0 L o, o yL 4�(,L o lZt o.o /8 o,o /6g 0,8►�`�' 12,E K I n I\ OL� r M "" — Z o J% /000 6T 6 ,00.3 0,00 �y 16 Lc 0,a>3Y V34.p 0.17 o.<o usE -,Pa -9` ITA-r /p o L,/ /'/ 7 2 Z W / 2 y Z� RE dS 16 N11i ? z7A w /Z /y NA. IKORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER, COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # 's`� SHEET NO 2, OF BY T/Df DATE �� Z �, 9 y PROJECT CO C E� BEAK Ha cj PRELIM. - n CHKD. BY DATE CLIENT ' S 'y FINAL / s 4_ O /fs zF, Co -,rC ESE w.Acf St r6 sof N /Z 7H RQ 2k Cg,!E- yy K too* ATE 0,01 Z 3 A« o.o�9y Z, Z/ usE wI z /y �n NTH 2/1 Z b Sim 43ur LESS JEvE� UJ4f wiZx /y NA. DKVW ORATW 303.41.1951 us 5m 51RD:7 303.41.1957 FAX BUM COLORADO SW JOB # SHEET NO 7� OF BY 7 -F DATE T �'S' 9 y PROJECT GOLDEN /�E�9.N HO U-S 1c PRELIM. CHKD. BY DATE CLIENT s y FINAL R ° f ' I � -� -=- S - _ - - - - - -- e) Q` h NA, INCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # �c SSC SHEET NO Z 1 3 OF BY T �'J DATE ' /S' Y PROJECT GO D 6 "� PE /A�e h/o IJ J E PRELIM. (� CHKD.BY DATE CLIENT 's y FINAL A° ° f Lo 4J 2o�f R63 0 6,8'8k /fr � 2• Y y. 7 7 3 w /Zx /y S31 y /y _ K /IE� /sEo NE X T SAIEF'T X833 o,SS K /Fr /"� 8► fT -K w /2xiy /�l33 S' o.SS r 3.7 7 - e, L J/.7 C o 31? �9 /f Z-L !.✓ / 3vA,INCORPMTE 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # 6 �' SHEET NO Z'� A OF BY � DATE �/- Z 8 - 5 ? PROJECT Go G �E /V B EAK H y �E PRELIM. CHKD. BY DATE CLIENT ' H FINAL /Q O OF REU1360 2a3G gE "T r"d T REGi ig u.s� ,Two 1e0 l3EAn -j ��i��T D4C irti) oso p' /•7 OR C6 13 w/I x / C4-r S O, O/L JZ�uis E0 9 7 2- ORY� Z-6 r, 17 - q „a' /p d o b o,009G o,00t� ALL p. o 0 /V NA, INCORPORATED 303.044.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS 303.444.1957 fAX BOULDER COLORADO 80302 JOB # 6 ` S `r o SHEET NO Z I / y OF BY TP-T DATE NS` 9Y PROJECT GO C D E -1 f619 K /yo y j �� PRELIM. !!�� CHKD. BY DATE CLIENT ` FINAL /� Lv 1,.J � oof /P83S � K r'► $ /Zx /Y /Z 13 36 ,cos V /fE PTE / a- J x1ov64 7 Z r N l A 000 T L- q.y" yAr o ASS ly-c J3' : 1 --/ao QTR © o g S _ a • »>-� _ _ Z Li x C sro z, 9 d 7c, w / 2 X /v 4CA jf cL= 0. 07 ", NA. INCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # �SG SHEET NO OF BY TP3 DATE 7 '�s" 9 Y PROJECT G O L O r,4 PE 19 K yn J s E PRELIM. CHKD. BY DATE CLIENT S fi FINAL A Co 4.J jZ oof .lam 13.3 _ /z 3,7 w /z iy ok Yo 3,X /?L- ✓/jI; - 1) f. 4✓iIxiy `7u T�� y L." i z x /v if, ri —l7.? 1 % /00o &TL, 61a 121 O roo6L D,00 7- d � oso2YS _ D.vlsa ecL o• �►°► is , o DIY ro 0 43t�" _o .sS 2z_y _ Sl _ w ! X_/.9 illy /o I o' l o. 8J w16x 31 Mom JVA. IKORPORATED 303.444.1951 1319 SPRUCE STREET (ONSUITING STRUCTURRI ENGINEERS sr� 303.444.1957 FAX BOULDER, COLORADO 80302 �� /S JOB # SHEET NO OF BY T/J DATE X - Z V PROJECT Go t O E� PEA�'c No y � E PRELIM. CHKD. BY DATE CLIENT S ,�1� FINAL O C Law R04r Revi JOE .0 2Q Ptr �.'ce 1, Z?, 7 3 z, tz, f( ad ( .7-1 R2 Nov 14 TL o, 09 1 0 ,o2 0, Oly At(. 0 0 ),) o.ot 0,0$ // J/?cQ + /� = ` > ' O lZEvisE y !ZQ 5�l0 ES1 coq 7ti19 7!J " "-1C Mom NA. INCORPORATED 303.044.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS 303.444.1957 FAX BOULDER, COLORADO 80302 S `� z'/ � JOB # SHEET NO OF -gyp � BY TPs DATE 2 - 'S - 24 PROJECT GO L DE^� PE9X H J E� PRELIM. CHKD. BY DATE CLIENT 'S y FINAL R o o" /Z o o h IT P y 3 16,7- 2.Y lot, I�cc�oEc 2 2/,.0 3y,9 y& 7 /8,t % /aoo QTR o�o�3T 010926 y 2 s 3Z.3 w /tXSo 3R9 .3,$ x 0.39 3.1 IT ZJ, 3 Lp 3L,� /9. ,7 2E Vi1E.0 r) — ZI yo ys —�l SL /y 6 x r =logo /JT� o.ot9l 0,073 Goo /8/ o,o /S 'r QLL 0107-2' o.,oS ,0��8' _a 1 3 0RYI o,ys -Y3 6A- sL �` NA, INCORPORATED Mom 303.444.1951 1319 SPRUCE STREET / 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS C� SS` 0 SHEET NO 2 ' � .2 OF JOB # - BY gyp} DATE Y PROJECT 60 L- 06'j f E PRELIM. CHKD. BY DATE CLIENT ' �� y FINAL If L.o..J A.0)c / ST IV X O . SS K lf r x�Y Q y8 000 dTL A 4_ c 0, o RQ /7 _ y.c ,P,e so wl2 X /Y w�2x /9 �-- 7 aLu tlI K R t Sy p.eu 7-9 E t /G / 01e05 o,0otS w /2?r /y 0, �17 6, NA. INCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80301 CONSULTING STRUCTURAL ENGINEERS JOB # 4 0 ' SHEET NO 2' /8 OF BY IPS DATE ll 9 y PROJECT G o L D E-✓ P4 Wk Ho dl E PRELIM. CHKD. BY DATE CLIENT ' J� H FINAL �� F RQ -sY w /Z X /y a R Q sS 2 0, cY"Ie o./ Y :' /00 rL t m�ZL/ /ticsrty .CivE Loge �l7 Gas d ,.7 1-4 y /zx /�' NA, WCORPIMTED 303.444.1951 1319 SPRUCE STREET" 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # e4 SS'p SHEET NO ?' OF BY DATE ��" 2 �' Y PROJECT (20 L DEN ' k y0 PRELIM. CHKD. BY DATE CLIENT `r y FINAL _ NE Ea A.VS2 12E•9 C T /I-IJ j•1 12E 4 /18SJ gs 2 iYEEO HfJ�6 Eil L o AO K yo el /` CLL) S Z.y 2.y oAow 7 /Z� Z , s y� !oo ATC' ° S Z- 16 LL 0 ' o Vic, 0, y Z"t- Z w !ix �Y R 4c� i s' � R IS Ss QEN r SAC $.o � o,C /if /7- _ NO, INCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS 6 Sso JOB # SHEET NO Z, 2 C OF BY �PJ DATE -2 &�9 Y PROJECT G ° G o "� PE'g K WO J J E PRELIM. CHKD. BY DATE CLIENT s �, 'y FINAL R 0 F cow /Zoo/ S,SK S8' p,6Y"��fr a,Z- O, 2 r �fi R OR CR 4 «= NA, WCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # ! SSO SHEET NO 3 1 5 OF BY DATE PROJECT (;0`d. AE -lK HO 41ee PRELIM. CHKD. BY DATE CLIENT sNOh/D011/ HO/�/ /�{/S FINAL S T 'y FGC O s Ty o � 0 OR D6"s / 6 IV NA. INCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX / BOULDER, COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # 1p S So SHEET NO ' ! OF BY S q, DATE 7 � 7- ! y PROJECT C 10 E" ' 4/2 PRELIM. STY CHKD. BY DATE CLIENT S / 'V FINAL FLo o DEJi6 -J Fero 0 2 D EI /G r✓ DEAD GoA A SCg0 .?DEC, CE /L�.,� G is L /6tiTJ y t"ll c ti, 3 s t, SL- Pi f /j r S A 0 Q ? r:x �. Ir,,rc Z s /oj f 8'o P1 / o o A 12E c ,< CofnPoS/ TE" /"74 ;K � /y VE LoA'a /d G 09Cc 3 f elO44, OEC-Ac j ,.o4 - = /5 /' C p To f, 1911 -rPA CE VA2iE1 U To to o/�Jf DECK wo CC R SP 4^j S• 0 A7 9c.L SP�9^rS / � / SAv'a,Z1.rC `LE(P 'D 67 Se�,PcE ZS��'� cA�Es /.3 S,4/0 21 6 R6q "p tq T S/� -IpcE SPA^ oNcr 13'c No �o G R 6 AE CK No GOep fog 7/,0 J14 091r /?E'74 C L) S'. J VL/ C0 In �111 7e �C.00 D E Ck 6� - L'u.5rx w /.¢ tok Ao(- VtJCraf Prl(1 - --------- NA. WCOWWATED 303.444."Sl - in SPRUCE STREET. comstum VBKTURM IWAKINS JOB # 303.444."g W DOLILDER, COLORADO 80302 3, SHEET NO OF BY DATE PROJECT PRELIM. s y CHKD. BY DATE CLIENT FINAL So - --------- NA, INCORPORATED 303.104.1951 09 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # �° S�0 SHEET NO ' Z' OF BY zf j DATE �-� 8�9 y PROJECT GO C_OE^ PE/3 A 2 PRELIM. TN CHKD. BY DATE CLIENT `s �h/ FINAL S F y� L /c co01 /7.S T t y Y, - r� y 6 Ts10O0 1�rc o,o ZG w /T�{ Co.R, CE^�rilgTCO Go/ao L O. oaS/$ .�Egti C.�,o DES 14•v f,1014 C01 MO. o. V/2 Ziz= 6o wlo X Z7— .5"!.3 Z " ?.3 K O, ? 1 � T -p 0 oo ZrL D,00gQ p 4 4_ 0, Now camea r a3 y� R g.� 3.b �y Arc, o,oZ9y .,6 (,L 0 0 ZZ X rvA. RTICORPIMTED 303.444.1951 1319 SPRUCE STREET 303.414.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # G SS V SHEET NO 3 - - OF BY JPJ DATE 7 — / $" s y PROJECT CO C D E� !�E/9IC HO J J PRELIM. CHKD. BY DATE CLIENT S y FINAL SS 6 E V C L If G o o ,, 1e E I /"►- i IrW--1619 /oo/'at oa BECK Sao /sf /NJI�E EL IM It 4 TEp co 1 / f a✓ / o X Slay K k // 71 0 =rove d�c IC o3S Lj Cor too T L/ w/D x /Z - C(0) too S€ L4 IQ 'x �R2, CoMros i x �' w /off 1 Z <C! 2 - /0 0 0 &TL 0.075c 4c. .Mc- p,yya 1VA.INCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # ASS' c7 SHEET NO E OF BY TP S DATE 2 -19 ' 9 Y PROJECT G° L DE ..� GE IA K �a v- E PRELIM. CHKD. BY DATE CLIENT ' f y FINAL X f'' L E v R .5167 13 3 -;4 A o - y,f w /0x /7-- CSC 7, �. S A o, ys „ Z 0 c 4rc= o.o ? C7 "i /ox y► � �,S �,s S II q Zoe D7 ?, I d rc. zs /00% = 0, /?0 7A nC t,.j /a /t NA, INCORPORATED 303.114.1951 1319 SPRUCE STREET 303.444.1957 FAX � BOULDER, COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # CS$'O SHEET NO OF BY 7 DATE 7 - 9 Y PROJECT Ga C 0 £N P E k R o w e PRELIM. CHKD. BY DATE CLIENT S / y FINAL S tH �' V L ,.S rd/ C E v E L AT E ^I J 1.5 3, I 3, % 7, y s y S,8 Z rl W !3/3 .je /2 - EGiMi.J 19 7 6.0 E L i 4 t4 f C:',o M y 7 Y 1VA,INCORPORATED 303.444.1951 1319 SPRUCE STREET / 303.444.1957 FAX BOULDER, COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB it C7 SS o SHEET NO �' ` OF BY r J' DATE 7-12-7 y PROJECT G ° 4 - 0 E"/ 1 0 6 14 1< 110 y C PRELIM. CHKD.BY DATE CLIENT y FINAL S LEv�L QE09,ns r A� E G / t-n /-✓4 4� !1 As .mo o,✓ Cowl laoJiTC �Je' To Co.lT!^/V /7Y Cq^ �E2 S7K 2 7,2 K l' 0 �: /0 00 ar O,00 /o le/2 Yo = 4n, S e, 6g 7 3 8', y -'K 004a Y, l v l,y�kif, a.S3KlFr /,cc Kif� SWEET' -SS p,o09,� 0,/278` a . }7 a Fo,'- w /u 7 ( d a 4 -4 f-s O , So 1,L cA ,.7 /" 4 — z c' , = o, 3S' 90 PSF PL 4 !oo RJF L L o,6Y A( r x /,ol$S _ w12 x Z 6 CAa = �- -� .5� u.Y1 w!z 3S -6CA- i = X23 T C 4, T � 0 , .S�o ' o' 1 ?? ( Co Tcc� u ; E� 4j �xZ2 To Jt/fF�.• cq-� ?, dCA�T sea.`�t►1 "eCP To c*ld C"'�trortJ Fj9/v( �EF 4:EC9/a �► 3vA.1NtORr°RATED 303.444.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS ( SS' 303.444.1957 FAX -7 BOULDER, COLORADO 80302 SHEET NO '7' /.l OF JOB # BY / PS DATE 3 ° q y PROJECT G o �- DEN �E�I �K n " E PRELIM. CHKD. BY DATE CLIENT `S'y FINAL -S LEvE f�Eu�SED 5,13 �S y �x �9 o,BJ�fT Jy,s 9,Yfk — ?, L 311) t(L 6.4 0.)y o, °oiy SK(I !VIE Lo �o �•R .70, 6,00LL a• //n �'�� Y9 1,9 - - F oe 7-K v - u S /... 6 4 Trt y w /2xSo � =,3�Y Lir►9x CA-�� = . Ooc n d. / °YJ x 31y j D.2C C9 -T p ,og 6 Sx3 7 Y W/ c_ 4- 1" ea z w E"L_ OA OE c 0 - /1 l9 Co r►D i - R i 4.4 0 F Sv PPa QE Ag R/, t^9-- r 6 A. NA. INCORPORATED 303.444.1951 1319 SPRUCE STREET 303.144.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # (co SHEET NO ' 7 OF BY 7 -1 DATE 7" 9 ' y PROJECT Gn e- O E ^ PL`s 19 K A/O 'JS E PRELIM. CHKD. BY DATE CLIENT ' y FINAL s -Ty �-� "EL S1 h' EvE L -✓r 38 ZS� l� Z7,9 Z vEkr 1 yEf �.✓ /2X P7 �� A o, ys'' ewcc.k CU V LAT /t/E' 4 iQf 6--o of S R6l7 /Zp19 RQIC A ry a,vs 1 o, 31 - 1,d2 rG 2, .G 3 ' y1 x,31 K/Ff 1 N N w Z° 7 Z- 3 Ll7, s -77 s O,Oyr. 6, ��o f<6✓ s -skr Li / X � � �. ZY$A C , Q ,,, f O ZS�� /✓or✓ Co•+ 0u /f Ct/6 v�- No i�E �G�,4 a C ' g IBC Z L ( K 7C P- // - f 1 �- ZY� 7�= n �.. dCA�f o, �S Tk /� Le' A.rf- N,'r i?tt /eu1q/1C.0 W/ n/0 SN o,,,J Err to BA`t f� p 6Qf I - U4. ( -/ p o-J ("A— r Nk IKORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # lO n SHEET NO - A OF BY 7Pf DATE � ° ' Y PROJECT i3 O L "J P45 IX- y o PRELIM. CHKD. BY DATE CLIENT •S T y FINAL S 1 �FV EL 1 C �J /JCD SB/7 3�.7 =Yo,� ZS - 6 L-j lZx 79 26ce 'o F a J72 C70 g o T G 4 Z /2 Ea / TA Y w iz x F/ 7 1-, � / Q re- _ t / it c A ^ Qr Ac. — /, s d o" . ty O o ,l 5Q /G o�2Yf o,ZC = fl, S u /,r C o -, Po s / it Cole► 96 n-ao �7 11 4 Mom NA, INCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # 9 's - 'S° SHEET NO 2 1 1 6 _ OF BY T ,0 5 DATE "/ 9 ' `� PROJECT 6 O E-4 AE 9 K J E PRELIM. CHKD. BY DATE CLIENT J t FINAL ST'y 4!EI/EG PIE v SaiB ' -3 3 7--�c S8, o 0 9.3 7,) /5',S R 713 2 Y , / /") Z t,✓Io X /Z oK sx /P G7 O,Oy - 7$ 4 C4'T ' C) , '3 y` J/zyo CEO -r OR ?S Z2 /� /'J -�7 -1 s 7 2 6 VSE w /o x YS "o.r cc )VA. INCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER, COLORADO 80302 CONSUITING STRUCTURAL ENGINEERS • JOB # ` SHEET NO 3 ' OF BY TP5 DATE I/ 30 - 9 Y PROJECT G� LOE� PEAK /,� y 1 E PRELIM. CHKD. BY DATE CLIENT S ' /y FINAL S N L/E L IZE��fEo .Sl3 /9 f�fl�i ZS 2S ALL Ja 711 GorR�a> of e I3E 4 e Zrl 6& 7-0 ol*V w m y V S , Z Z> w! o x YS < y2> 4 7-c. rL = q �+�° w /o X yS 4,4 -z-> K 4, CAS? % 1, 0 2 o - o,�Z = ,P /29 �� GJO D - . JEFF s S /�, Z fo1 os; �tL zrL -= v2y wlo r Elz a s- 9,3 d. !,o K too, I&TLr r R �R� ZR, 04� alY oRolcz 3vti INC ORPORATE D 303.011.1951 1319 SPRUCE STREET 303.444.1951 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS 6 S Sc JOB # SHEET NO 3-1 OF BY T/ DATE R7o 9 s` PROJECT Go aE..� PEAk yo�'t PRELIM. CHKD. BY DATE CLIENT .S f y FINAL S ~ �fV EL /oK -y,C qr 2.0 /-zoo O tt: W a> f UTL / 0,1/ " o K w /2K /y Fo Mo/P S'E G7 /a , U Z S.7 17.7 7, ► 17,5 2. S ►SRy RIP 1, SS � F� K �f f l.SS " X , 701 T • ZY,t_ 25.7 Z7.S a S/, / sl, It 1 3 0 t 9y —70 �"►aci ZSR F' LSR r ocs So, y 3 S C �4.i. 10 C Foy w/o K L �Zl Q r O t $ ► ' .l l �c L17G r o , 7Z =� ?7 (,� /o X S y NA, IKORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS - c JOB # ' SHEET NO /fl OF B � Y P1 DATE /y' 3 / y PROJECT 6o L DES PEAK 11 ( PRELIM. TH CHKD. BY DATE CLIENT S y FINAL S Z, 2 r►v�� vu S n So l 171 i Z y, 6 eoRa l3,S 1 �..� /o,A ZC </5> e1Rf = c aZ, 1-4 y a rc' 041/1 ` J / �•S9 /� y, z to W /07L /Z 7,( 4 -1 /0 I l•S'K�� y�C� DES►C� !as •vo,v - Co M(d, s z Y, yRt 31 zs,8 6 I 18Z 61 lo 7: /000 a T L = 0,_70 Yo = /. Z 1 7 )-/ l c. C�^ i f' W /o)( Co fo- 592c -f4:t/1 �e4 0, Cz 6CiA�. 7J Ll Q W /,;- x C a (t l) Z EfF - E' /8' l,v co NON c„ tr j // p = o, 90 / 8' w, coon,.• aEA� w0(kr Jc,AO ocejtS 'phe NA, MCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STIIUCTUUAL 1M6.MS JOB # ' SHEET NO ` OF BY 7 /P-S DATE / / � 9 PROJECT GOC PEAlt # PRELIM. CHKD. BY DATE CLIENT S 7 y FINAL S �E vEc ,5 3k O 7 - 0 `IS /Fr o.QS /Ff v�! to X /2 2¢t000 h► 0, �`!')/ 0, /9 /' w to x 33 Nom C�r,ro3irE St,�iQ achej Hof 6 K re Vo ro E.4. PossiO��' so / e ti S 1 g of e U 3 4' w/o x 3? i9ao srao-j AT /Z" Foe frifF , -Et s . N� vD S T U GJ U CA •f �. / �/ .v G� o-0 -J S TU D s CA 4T d = 6 v 44 4 = 0- i- o, : 0, S O o -SB z 7 Zy, G k 3' I ( R z o,o y.r /7 GoFt -X 000 Qr� o. o cr /r w /o x v f ,f- -7 - rA E" G r</ . A T L c O. y 7 sS a y ok L /o x ZC Q NA, INCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB it S SHEET NO 3 OF BY T RS DATE R -/- 9 y PROJECT G O L D E- PEA N o U j E: PRELIM. CHKD. BY DATE CLIENT A y FINAL S T LE y� C SL3 Z/ N9 St- HERE K /F L I Z' - s'` ERs 7, z y� C M 2/ Z W /oX /Z ok ivo S C.A Q Zt Ff - x - 6 u � w /ox /y C'yc- C k (f E -V D / 4 6 /-✓ 1,iEgK IE ? y'S 7,o 7,a .3-Cl VI Y =� � ZC �s /oov 0 TL - OR o 2,3 y w /ox /Z o, `,[ 1, oK L1�c.= y7 NA, INCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER, COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS 4 5, 10 JOB # SHEET NO ' 13 OF BY TPs DATE 1 2-1-2 K PROJECT GO L D E 1 ? e "9/r HoySE PRELIM. CHKD. BY DATE CLIENT S H FINAL S TH 4GE I/EC_ 7o 2.7 zs. y 7z- o'? N^'I 3 - Z9 Yl T =1000 Arc: °` 43Y 7 No CI vE 1--o o.,/ AaoX by ts,y i,s �- /-?ngY �, 7 L✓ / 0 x z Z /v 0 .✓ Co n /° o I T d CW 5103 8'R y K 3' I F ?-c `? pT`.o,13 Mom CONSUlTIN4 STRUCTURAL ENGINEERS BY CHKD.BY IYA,INCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 JOB # �D"$�SC SHEET NO y� 0 OF DATE PROJECT GO C.� EN PEAK * 0046' PRELIM. DATE CLIENT SNo W a o pt fHo o t 1 "y S FINAL Mom M. WCOWWAIED a" I I] snw [QIRtlIM fi[IK711[�l [IKlgf - 303.444.M7 W =1 DOI COLORADO JOB # SHEET NO y[ OF BY Tr DATE L� �' S y PROJECT GOC.l�EN iK HO y s E PRELIM. CHKD. BY DATE CLIENT eS H FINAL T N 10'2° 01 � I o 0 2 f R An - 'o'V 6 [ - - -- - - -- i L L = P E v •,. _�� - - - -- I co S7PSF fou2TH It f- 0 a k 0 6 on i 4 T/o. -+ 7 J f _ 6E9� S / �`► Ta AO !e,6 Z 3 F �a a � !3�'R �'► SEE + 7, Y sAl z �Eqr, f S C� E -A NA, INCORPORATED f o, V3 303.444.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS 303.444.1957 FAX BOULDER, COLORADO 80302 . 1 • R I I JOB # RS,5 SHEET NO Y! �� OF BY 771 DATE I Z / -9 y PROJECT GO (- DE.� PEA /c /7/O UJ E PRELIM. CHKD. BY DATE CLIENT S No L•J Do..I f,�0 FINAL y r E v�L FLo10 2 DEAD Lo �9rJJ /sr r/- //z u ? 1 f Loa2 (Sz �L.w. �N 3 �gi✓ck C) S7PSF fou2TH It f- 0 a k 0 6 on i 4 T/o. -+ 7 J f _ 6E9� S / �`► Ta AO !e,6 Z 3 F �a a � !3�'R �'► SEE + 7, Y sAl z �Eqr, f S C� E -A f o, V3 S7PSF fou2TH It f- 0 a k 0 6 on i 4 T/o. -+ 7 J f _ 6E9� S / �`► Ta AO !e,6 Z 3 F �a a � !3�'R �'► SEE + 7, Y K f o, V3 oR33 /fr T = /ego /STC 0, oil O.o�3 O. 00 6S C 4,4 NA, WCOWIMTED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # 'sue SHEET NO 3 OF BY 7 DATE �2 ' 2 - 9 y PROJECT C O 4- E -� P�� K y o .r E PRELIM. CHKD. BY DATE CLIENT S f�.� FINAL y' "r vE L- w /o x 2! - L < /o> Qc q c S /,-,1 To /ZEV/f£o "✓Ekj seceT 3T° y K 6" L/ Z= lO,00 �rL D <o/17 O, o oS8' n /d oo of o,�y �� 27 2 Z.S 4 /, ? C,q Z7, Y Zo ZS? /oX < /> , 0, 7; N oE3 L. c4- CC'k -- v) Z11 w �Ro k /Fr REe: = y S /'y" /° �it= Z /,S 7" /000 A r4. 0,0088 o,03y4 dc.� OR oZ 2A 13 /"y w /ox3o yell s/ „ To y Q/o 9 - GEf J s c 1/ y Ta VIC Li /o X,7o SEi E'-Cr Y13 8 � G7 67- D E5 � c •/ 9 S nr o � Go r+�o,J � s' /o X 7 o C OL 2 = 2 s 3 Z NA, INCORPORATED Mom 303.444.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS 303.444.1957 FAX BOULDER. COLORADO 80302 y JOB # gSSy SHEET NO 4 OF BY Pte— DATE �� "L " 9 y PROJECT (5 O L 062"" )cpL`'9 K y a uJ PRELIM. S f Al fH LE✓ 6& CHKO. BY DATE CLIENT FINAL yBiOA (ft�1�E 9EGoa! Do El Ivor x TE L LEN6 Z /,S 7" /000 A r4. 0,0088 o,03y4 dc.� OR oZ 2A 13 /"y w /ox3o yell s/ „ To y Q/o 9 - GEf J s c 1/ y Ta VIC Li /o X,7o SEi E'-Cr Y13 8 � G7 67- D E5 � c •/ 9 S nr o � Go r+�o,J � s' /o X 7 o C OL 2 = 2 s 3 Z ti /o X 2t < /D> 4Tcs "s"k' OK N A. INCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1952 PAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # 4 �S`S O SHEET NO •S OF BY JPS DATE /Z- Z —9 y PROJECT (50 L DE ,' 100E9 K W O O J IC PRELIM. CHKD. BY DATE CLIENT �+ 4' FINAL y fy LE y�L 13 wio X iti- /'? = /S w /oX /Z Tags .r�'n� SNtE9" R lL3 CR3 l.� �.g 1�,1 17.1 SRY y,c ZZL� v, G I `! ) I " io y Z w /o y /Z. ? s' 1 y �oC, a r-► ILL Y y / IE ?� 0.90 1.1["Ac 13 7 7 - z s' 3 9 W JoK ��- 1rt =7p NA, INCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # S ES '. 0 SHEET NO y, db OF BY TP1 DATE /Z 'Z - ) y PROJECT 6c (- GE - PEAK �1 e J j f PRELIM. CHKD. BY DATE CLIENT ' y FINAL y r* E y E L ya /y Q,SB K �f� L//,? ( 7, 7, / M Z9 L2 sS7 wJo X /S vain 6,CK ly Z8 (a Ar L �vto A 1. 17 ZY � IL /">L` \zI IT I - --- - — 7 - -7 L.0 10 x 2z w/ o n3? � 20 > n =o,py4 t IT (41.4 �ti yd/ e,y.S GR76 K /i 7, J lJt S Zs /000 dT�� ©,00G6 p 0,0asy o �c R JzRd /l, s n _S A I ?/tY ° Z /OS oX Z L- ,$ o 7,1V l P /a.,r S r i To S/��^� /tee- g', �f zy u lo X IZ A ?c = NA, INCORPORATED 303.404.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS 303.440.1952 FAX BOULDER COLORADO 80302 V/ JOB # 'SS SHEET NO _ OF BY ?�J DATE �Z' y'9Y PROJECT GaC D�� Er9 �t //o uJ PRELIM. CHKD. BY DATE CLIENT S y FINAL y 141 L V E �- 51&,/ U)� /Z " 13Er9n Foy- OE<In y� F.tA•, E T� ir` yd/ e,y.S GR76 K /i 7, J lJt S Zs /000 dT�� ©,00G6 p 0,0asy o �c R JzRd /l, s n _S A I ?/tY ° Z /OS oX Z L- ,$ o 7,1V l P /a.,r S r i To S/��^� /tee- g', �f zy u lo X IZ A ?c = 2 r� u Zff s/K 3�L ?L7 K 1 � y K / Fr - K Q 7 0,17 " w/0 X/2 oK Y " < � 1, F� 6 � 13 " / XIZ A?(= IS L3 __ No J P/ar ap ev Cc - rE1 /an .South -7f4 -° 5111 70 Y "t7} 1�5 bu /JI "A - S' /I'► - Z 8 S L Z tloso A•I- C9•oC17 VR Z / G No-1 co iq 'o, Fo 1 CIA vf' L.✓ /ox 7- v5L w /off nu INCORPORATED 303.444.1951 1319 SPRUCE STREET ' CONSULTING STRUCTURAL ENGINEERS JOB # 6 '�'s� 303.444.1957 FAX SHEET NO BOULDER COLORADO 80302 r � OF BY TPS DATE �Z y PROJECT Ga iE�l N ocll � PRELIM. CHKD. BY DATE CLIENT ' FINAL y LE ✓� Z° s 2 R�r� C� ✓r T yl3 Z / 2 r� u Zff s/K 3�L ?L7 K 1 � y K / Fr - K Q 7 0,17 " w/0 X/2 oK Y " < � 1, F� 6 � 13 " / XIZ A?(= IS L3 __ No J P/ar ap ev Cc - rE1 /an .South -7f4 -° 5111 70 Y "t7} 1�5 bu /JI "A - S' /I'► - Z 8 S L Z tloso A•I- C9•oC17 VR Z / G No-1 co iq 'o, Fo 1 CIA vf' L.✓ /ox 7- v5L w /off NA. WCORPORATED 303.444.1951 1319 SPRUCE STREET I 11 303.414.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # �° R�SO SHEET NO OF BY r-,el DATE �Z - y -, y PROJECT �� L D �"� PEi9� Ho u j E PRELIM. CHKD. BY DATE CLIENT `S 1 FINAL Y .vo p1 LoAp K' 2,G � rti � s Zy��oo QTC Leo I)C iE E,j tox y t S 77.6 k 13 =3 M �y %l An V g k 1 /,C k o E l k /Fs /Z lc y,9 y 25 /ooa �TL d.0 �o q IE Q r �.o,3 6K W /vx 2 a 0.1 Z - - 1g O,bmlt C 4 .,T LJ/0XZ2 <, /,?) 3, 1 Fl. I y 0101 /Z o. Z074- - '31000 A {L 0,074, a 0, 0?A i ,.J /o" o / B � -✓ B i ✓� C4 -T % 0 .775- — To o 6 0 -t 1, J/° K 3'o '6 c,; , f 3 d, y Z o K / x 3- 6 c4�T o, yZ 1E 0 A B ZZ y� p- C. 7 3, z n z? j: /aaa D,o Zo J o y /S 4 s 0 n J ✓ 6 {/. X 2 Z )C- L.J _ _ aK_ _f. � 1/ / x T ` - w /o x Sy 'j o,77 NA. WCOMRIMTED u = D. 70 w /ma P8 = o,y 303."4.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS (° `sue ° 303.444.1957 FAX BOOLDER. COLORADO 80302 JOB # SHEET NO OF BY TP S DATE / Z�Y Y PROJECT Go c. p E — PEAK h'o JJe PRELIM. CHKD. BY DATE CLIENT H FINAL y TN E yEL d i-7 l- el /. /rr / /fT l,J) /fr o.8y �jJ LJ/0XZ2 <, /,?) 3, 1 Fl. I y 0101 /Z o. Z074- - '31000 A {L 0,074, a 0, 0?A i ,.J /o" o / B � -✓ B i ✓� C4 -T % 0 .775- — To o 6 0 -t 1, J/° K 3'o '6 c,; , f 3 d, y Z o K / x 3- 6 c4�T o, yZ 1E 0 A B ZZ y� p- C. 7 3, z n z? j: /aaa D,o Zo J o y /S 4 s 0 n J ✓ 6 {/. X 2 Z )C- OJT' wlo 77 5 r'fF S1/ 4 P0 f of CA —f L.J _ _ aK_ _f. � 1/ / x T ` - w /o x Sy 'j o,77 ti /a K I:V �' u = D. 70 w /ma P8 = o,y OJT' wlo 77 5 r'fF S1/ 4 P0 f of CA —f rvti IKORPORATED 303.44.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 JOB # CONSULTING STRUCTURAL ENGINEERS 4 / , S ' s'p SHEET NO o i l OF BY TPA DATE y- y PROJECT G4 L JO E.✓ PE,* At PRELIM. CHKD. BY DATE CLIENT `S iv N FINAL rh' LEy�L Vf z 3G lk i2' 6 /2 /o .It ZS �,� Q p, C) 46� w /o X yS .4 rL' o . Z7 for oK 7, S o.oS2 r�rSq w io Z` 0 QTL ,7! Orc 7S K Y N A, WCORPORATED 303.114.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER, COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS I .T r O q JOB # 6 SHEET NO l / Z OF BY Z?J DATE /Z' / y PROJECT Coo X09 pL K K: u1I PRELIM. t� CHKD. BY DATE CLIENT S '7 ' FINAL ya? 1 ?T I x- ZS T Cy 7o — q 0 .33/ O,lg6 w /o x YS � T� s x d TL : o, Y SKIS Z- o9o/tiC Y63.7 a. 7 3 K/ 1.9Y Z 6�Y Zs too o A "C/9,✓?' t 0,o3 ?1 1 1?1 ,» � o t<. 0 , g o K /' 1 Y Zslona b 0,oi_- �,1D12f m, 0 / f Wlox�Z�q.+f o 0,3� W( w /e z 5 /., T I fco.ti . NA, INCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # �' SHEET NO Y , i OF BY GPs DATE IL y - ? y PROJECT Go G D e -j ' 0464X �a JJE PRELIM. v CHKD. BY DATE CLIENT ` FINAL / T y E E L `ma SX // 40 4,0/ 4r /6,/x A,i 8• oL yz &;,2y Z� y ►_� Zol I/ Lc Z S,.) 75' l 7.r =s /ooh �jrL 0, a?o —rt= 7S /8� C oc IC -b'%. rE'o -/i 0 „ v SLe ly — N o - ro 3 Li I0� c�SE w1Yk 3 Y � d� Doti 4n.+�, OX 7 $, 22 d,Sts oE�2 o,9S l y,y $ s,' S+S.1 /J 7 1 V t R `•? 17.6 /o .s Jr +A�'� /S,Z m z7 - 7/ - /pZ — -b3 7 0 1.05 b'T. 0 , -5 ? -3 co 0 l Cs IYY7 o , 0271 colal4i t.✓ to )c Z,-t- w l a v )f Mir Si e4, , q r6 Ai C W , 1.49' iv Oie c K ` ar + rrc L SK y s i c.o9Jy IyR G ASR Lois i 2Z c ' .t� i F- NEA ✓Y // n T° G i^► lr teal 3i,2 �,9 jgLc 4 f- Ion Z %coca bit- D, o7 eS O� oll� 0,03 1/ 11I CONSULTING STRUCTURAL ENGINEERS BY TPJ CHKD. BY 1 /19 3k 1VA, 114COMOU ED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER, COLORADO 80302 JOB # `s`s n SHEET NO O OF DATE � 2 - 'S - ' Y PROJECT P�A,r y o RJJ PRELIM. DATE CLIENT ' t �E FINAL c- /si Z k o.CY o, 3S i Zs -G ->L= /° 0 /f JZ7 16 rf- = 01yy - tn/ /2 X G c Z i w/t x$7 AT a.6o 964en Is DC/ w/z x 7 2 TLS V-34- 7 � G3na�� d= 124 NNlcot )I? ICwLrs ¢-8Jr w 2/X � = /, v -f r.✓ lo�C 2 2 �/ °1 SC- 44 a I ,i / NT d , 0LA u,* r C C? — A -)6 C n l) ,O o f4r A- , J,`` I BY CHKD. BY JV INCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER, COLORADO 80302 JOB # �'S`S SHEET NO S' OF DATE PROJECT Go G DEN PEA /'C /ya JSE PRELIM. DATE CLIENT tSNOt.JD f' 4S FINAL 3 v �� VEG 3 `� p - Z 0 OR Fi4 v91 ' iva. WCONFORAM . 303.444.M 1319 SPe=S10ffr wew,.c JOB # SSo 30).44{.1951 IRX lOt D(K COLORADO I= SHEET NO `S�— OF BY TPS DATE PROJECT f E/9et //0 us E PRELIM. i CHKD. BY DATE CLIENT s H FINAL 3R D t- E V E L ! J 9 � T- - -- -- u P o 41 b J 302 7a zZ is . -- ~ 1 1 w • Q U /o L- CKj i - 1 ! ! NA, INCORPORATED 303.444.1951 1319 SPRUCE STREET 303 444. 1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # 6 S So SHEET NO �� Z OF BY rpJ DATE /Z's' PROJECT CO J k /SGo JJ� PRELIM. CHKD. BY DATE CLIENT s y FINAL 3 /3l S�rlEt, Ta ya 33 c„j /o x 2 Z </0 > E q c rl .1'^q �+ o� DECK Ro S =y �.y ZoF y�c n4 it) s3 /000 A o, yC � 22 46 ^A ,-j 311 ? 7 C 19 L 13c09 "I'L E TYo 13CAM SECT /o^+ o f c14Lcs, w /ox YS < 2> z" C4m$e SQur04 1'/9N u 3 1, y ��,x, J's y 1?e'r - -7, 2 k &.✓ /a y 2 38y r o,7ok� 1,0 � r • �� r_ K w 1 o `K 1 1 -/ I o X /Z rvti INCORPORATED 303.044.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS ..�- p JOB # `ss" SHEET NO s% OF BY TP s DATE t `rr 9 Y PROJECT 6a D �� K yo u J E PRELIM. CHKD. BY DATE CLIENT `s f✓ FINAL 313E J -7 �w o zJ� cA. 3rl 9� 7 21 25 Z 3, 'i.— sj 2r /000 6% 0,01(Z3 o, lY /S o 012 Deno �cq•�r I+CI� 12,7 �• / /7,7 /2, t 25,o Tye w l a x z L </a � o,13G7 0,0 7y� Laov Qe O, 00 5'1 .SKIP Logo iE US /NG Nai✓ Ca w /ax fo/t_ 4 CA.. M9x = 0,9 iva Goo w /aX 3 � vi la 2t L✓ /ox ?j 11 t L= o,S o � �[[. DEo1 TL Gu40 �,77 •1 Y - R — a, c (.s' /ox 4Nr= o, /C �r n i f UCG G, -,qc d, b 6 s� 1p a Y 7.Y —Jl oyit- ., A- - ,3,07 4 V , 9A /NrJ F/� oi+I " �K T o p, yK tJ3Cj w /ox /L Mom NA, WCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS �! Jpg # `S`S� SHEET NO OF BY TPA DATE / S- 9 Y PROJECT 66 L G "� I PRELIM. CHKD. BY DATE CLIENT -S 4 h� FINAL - /CO GEyCL— 3 429 Se° r �rQ6 Q,7L 3,? 7,y o /9" o ,SIC /0 o A 0 , ,4 C 6,7 y , w /oXiL_ 4 o_ B Y l Ft - ^ 7 YIic 1 9 c.- Qdr;r - -� C-1L f' 30 /o c L L„f o eoti 6 E , 9 M S 30 ?HR u 3,6-/7 ' 34 Z r 34 ZS, RC09 cII -/ &-.f it- L Lo v6er'o ti Dc -s ►6M or sto r00a2,,.�r co6� t?64"%1s Wt uZ lz � Z 3 3Q /3 vq nits }/,0r 310 ) y l,o /,c 3!3/S o,vf o,72 3Q /G d,6� a,72 �p /7 0,6lp o,�Z 2 azy 3 d 2-S D•co a.7) 3 a z 3R —L y cl Z, a 3, .z 6, Z 7, S, 9 ?I o 7,/ C, L 7. I Y,v S �t I AS K/ * Pj o E la.f � IS M 3Z t-ilo) 2 0) Ts /000 /,� O, 0XIC sk /e COA#, -jc a OA,-1 0400 olt - M_ "Z-3 Aj z e y + r1 c K. FRO 0%^,* 44 f old -I`1 ca . c,5 -4.0 rig,✓ Am 6 4 0 0 0 S 4( 3B/ r 1y!c �► y z. c 13 Fr -K z 'err: o . 2 y 0,63 >5.0 3 0,3 7,6 w /o�c iz 6 rL & f ro kf // \ Uje w /o? 1Z `/4> NA, INCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1951 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # S10 SHEET NO `S' S OF BY TIP DATE l e- S - y PROJECT G ° ( )o E 9 k y° 4J I� PRELIM. s f / H Z G C 4: v e - ( - CHKD. BY DATE CLIENT FINAL �7 Y,v S �t I AS K/ * Pj o E la.f � IS M 3Z t-ilo) 2 0) Ts /000 /,� O, 0XIC sk /e COA#, -jc a OA,-1 0400 olt - M_ "Z-3 Aj z e y + r1 c K. FRO 0%^,* 44 f old -I`1 ca . c,5 -4.0 rig,✓ Am 6 4 0 0 0 S 4( 3B/ r 1y!c �► y z. c 13 Fr -K z 'err: o . 2 y 0,63 >5.0 3 0,3 7,6 w /o�c iz 6 rL & f ro kf // \ Uje w /o? 1Z `/4> NA, MCORPORATED 303.414.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80301 CONSULTING STRUCTURAL ENGINEERS JOB # (J SHEET NO OF BY 7 DATE /Z ,S�' Y PROJECT 6 ° L D E -✓ PE 9 K tfo uJC PRELIM. CHKD. BY DATE CLIENT —r N FINAL �2 o C LK Lf L 2 Q, Sy SI o.? Z- 1 X 3a_ r /r /CAL pE Arvj 4 tioAl K Pn-i �� r� �� w/o J. / c k /F K ,Sin ?b TY/ P'S 0 1.,i / X 2 Z <-/° iv +ti7H '70 Z 3 �9 ozy 3 ;2 9 scc 3Q// l atc S� r� 70 3Q2J 3817 of 26 K /fr ►� /n x 2 Z rpm c•� a•of Tr 1VA,INCORPORATED 303.4 4.19S1 1319 SPRUCE STREET 303.414.19S7 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # z'S'O SHEET NO S_� OF BY TPS DATE /Z - T - PROJECT G"° (- ,49 6-j I 10 VOy j PRELIM. CHKD. BY DATE CLIENT `s y y FINAL 2 /9 1 EZg 2 o,S8 x / , cf poI r C_ o.90 N C H1 C-✓o - nES�6 - A� �v•.� Ca /hPu�if�' w/o x z z Ao Lyq v� T le, 0'L- S r 2E -4 o-� 1/ art Fa— ..o.+ C:oMooll wivxtZt o, $6 = Z7J F.,-L Co /`t o Ile O 70 z l < 8' / 3 Zq 7 >0' c c 3 .Fl 3 0 TYP/ cgs fE'9^, c- Zo,S 32•� ,c, ZY, I �r,3 Y2, / �Tc = AQP )-, D/0t6 D q C(L L 9vo s r� ss Fo 2 /i1010 S7 I ^04 z ,e /16 ? It 2, a w �� /Z �� QE /o Oi /'�� VSf w /�k /ZT 1.,/ /ox Z 'Z < / °) L / ✓ C C. o , 9v /L Ea u cr /Q- R 'n ( /72 - / s ©,ogX 27 /a ^ool4 fL r (,v Z o, I K /FT 2V,7 y2 l l Ms / /0, S o `Ys" Y L L = IVA,INCORPORATED 303.400.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS ' 303.444.1957 FAX BOULDER COLORADO 80302 JOB # SHEET NO .S OF BY TPs DATE / - / Z - 9S PROJECT G° c yE^r P E f�K f/d ✓ PRELIM. CHKD. BY DATE CLIENT S y FINAL �� FL• °^ OeA^' /? u/ SE 3 R0 /r4- ..t 'IC9M, ©� Grt J o L /•w- E C 2.931, .3933, .38JS .39.72 F'19-7 2) ivEc-a 7o /r - iOT y J To /-- /T / /O o 8 w/9LC w/ GYP CJ'O !' /2 e - ' R 2 0 TEc T. v ,.. , z c q rC2 J /zC Q 'v S a g yC✓2 c� 4 J T $ 1,&p o !` s T JO J O _, e - L > 1 �` C K S /Q�. r► J 1T p G' i-✓�i- r 8 �� D/ ^+ �, R i o ,✓ , M ?n 9i2r Jo 7 /'2 9x /S 5t 0/1- AT .- ^t o r t✓ r ✓ J E-0 — To .SvPPO /"!u /..i / �l ?` P � 11 /7 / c • .r 1 S a / y M 06 , P09271 ; RLrq d jAC-r eE4,, a Ta AC G / 17 Co, Ho L p 6 LL- %' llY�o TO (. / .G1 c T o 9 t. w E / ^/EE T 7 o R E o Ce' L L AP (^.0 lZEvve? n,.✓ LW/CL 044E 7i9KC --� ' Z Y Tic /'d x </8- �ZX�3��J),= 1 /oJfTZ /27f�� L / ✓ C C. o , 9v /L Ea u cr /Q- R 'n ( /72 - / s ©,ogX 27 /a ^ool4 fL r (,v Z o, I K /FT 2V,7 y2 l l Ms / /0, S o `Ys" Y w /d <Zo> ht= Sql► 16C 0,22 cK AT( -- OR oK L L = SZ- w /d <Zo> ht= Sql► 16C 0,22 cK AT( -- OR oK J VH, //Vc JIirEeI S.7 3 4 ' P eEvE(- COMPOSITE BEAM DESIGN Job Name GOLDEN PEAK Job# 6550 Vh steel 12- Jan -95 Beam Name REVISED 3631 V Engr TPS 220.4 100% 23.1 Mid,kft 1 ;Total Slab Thickness 5.5 ; Sot Cover Plate 19.1 Msd,kft 58 ;Deck Thickness, in 3 ;PL wdth 0 in Mll,kft 52 ;Beam yield strength 50 ;PL thck 0 in Mtl,kft 111 ;Conc Strength, ksi 3 ;Std dia 0.75 in Length of Beams,ft 18 ;Concrete Weight, pcf 110 ;Std Cap 9.5 kips Beam Spacing, ft 11.33 ;n (stress ) 9.2 ; Fb 33 ksi Nominal Depth, in 10 ;n (deflection) 13.9 ;Ec defl 2,085 ksi Chosen Weight, plf 30 ;Approx min Bm Wt,plf 22 ;Wdth "T" 49.9 in Load:Unf,Mid,Thd,Qtr Q ;effect slab width,in 49.9 ;SHORING >NOT REQ'D y,n N I =int; E =edge E ;Fc,ksi 1.35 fc,ksi> 1.04 ; fc <Fc, OK Cant. 0/S Bm Cl,ft 0.25 ; ; DEFLECTIONS L/ PROPERTIES #STUDS %COMP Seff Ieff ; IDL 0.01 19220 STEEL BEAM only 0 0.0 32.5 170.0 ; SDL 0.25 850 FULLY COMPOSITE 48 100.0 59.6 666.3 ;100 %LL 0.23 948 REQ'D STRENGTH 3.6 7.7 40.0 307.7 ; TL 0.49 438 CALC'D STRENGTH 12 26.0 46.3 422.8 ;LNG TR 0.1 Fract LL CHOSEN STRENGTH > > >> 20 43.3 50.3 496.4 ;LT def 0.36 inches -------+----------------------- Suggest CamberI +2S -.25 0.27 FLOOR VIBRATIONS re: Murray, Univ Okla %LL,vib 10 f =1 .57(gEIt /WL3 )- .5= 7.43 Bare Floor 1 -3 2 Aot,in = 0.0074 Wvib= 28.53 Kips Ceiling 1 -3 1 Neff = 1.10 Mech /Elect 1 -10 2 Ao= Aot /Neff,in = 0.0068 Partitions ------------------ 0 -20 - 3 - - - -- SUM ------------------ %damp'g - 8 - - - -- Upper limit of damping for vibration to be a concern 8.0 Miller: Lower limit for Critical D >35 Ao f+2.5 4.26 >Acceptable< Wiss /Parmalee: Mean Response Rating wrt 2.5 2.66 >Acceptable< Human response Barely Perceptible HORIZONTAL SHEAR,kips Vh conc 222.7 NUMBER OF STUDS Vh steel 220.4 CALC TOTAL V Vh 220.4 100% 23.1 48 Vrqd 17.0 0.08 1.8 4 19.1 V,25% 55.1 0.25 5.8 12 57.2 V,32 "sp 6 28.6 rvA, INCORPORATED 303.444.1951 1319 SPRUCE STREET' 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS q JOB # 6 �' ° SHEET NO � /O O -/'? -` , BY TPf DATE Z -� `r PROJECT G "� ?elk ** JJd PRELIM. CHKD. BY DATE CLIENT .Sy FINAL 2Ev�sr- .r> 3d 33 sra.r T / ie AeaAlZ Gt, a. /'Ar .0 4 -3 , J S, o ZZ L l 0 ZZ <Zo> Rkk)l !g o 3613j CC sS s'CVC tirr 7 .7 6 3.7 y /o x z t <t4) 7 k 3' Ifr 8 f7 -� o,o Y <� W /aX Zt 6k - 1 Coh! a S7�EK 7 - L ,( /Y c, Z 7 .f �K NA, INCORPORATED 303.444.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS 303.444.1957 FAX BOULDER, COLORADO 80302 JOB # `NS`s SHEET NO `S�— OF BY 77 s DATE 1- - Sx PROJECT G ° OC ^� �E9 k Xa v1 E PRELIM. CHKD. BY DATE CLIENT S y FINAL 2 0 Fc /t- Roc I/ /-s 6: & 9 /Q 3R n A m t - / no L 119 f- (--ate LlLi Lo4o /Z = 0, op (y66 - 7y, 2 7. �K ILK OL J K / 1_lu.. , tj T �n - "olq a a, 2 7 S I't ` 3S (scK �oa�J K� c 5' � K 9(K C 38K Vc SE"tc Mrs z $ 7 /Q 3R n A m t - / no L 119 f- (--ate LlLi Lo4o /Z = 0, op (y66 - 7y, 2 7. �K ILK OL J K / 1_lu.. , tj T �n - "olq a a, 2 7 S I't ` 3S ; fc IecIWj of (,/e,1 C Dp f' r ^ /1d� o 4,.' /,Or A ,S 7 o 191 a C'o r, fog , I- IL 0C'l I L (A.0 0.)J wo2 rt TiC Y R E o -j x 2 f nf:S l 6 , . , 70 S ti s.,r /x/ -J6 5 Ks l j rAe l o ' r w� 3CkJ/ 2•d o2 4 /"U f - L r O /c 4 C,6 X J^L R 0 St -r Z 7C x /Z- f ZY �3 g T2 c 3-5-c c ; fc IecIWj of (,/e,1 C Dp f' r ^ /1d� o 4,.' /,Or A ,S 7 o 191 a C'o r, fog , I- IL 0C'l I L (A.0 0.)J wo2 rt TiC Y R E o -j x 2 f nf:S l 6 , . , 70 S ti s.,r /x/ -J6 5 Ks l j rAe l o ' r w� 3CkJ/ 2•d o2 4 /"U f - L r O /c 4 C,6 X J^L R 0 St -r Z 7C x /Z- f ZY �3 g T2 c 3-5-c COMPOSITE BEAM DESIGN 12- Jan -95 Beam Name REVISED Mid, kft 1 Msd,kft 119 Mll,kft 156 Mtl,kft 276 Length of Beams,ft 11 Beam Spacing, ft 11.33 Nominal Depth, in 14 Chosen Weight, plf 38 Load:Unf,Mid,Thd,Qtr T B =beam; G= girder g I =int; E =edge E Cant. 0/S Bm Cl,ft 0.25 PROPERTIES #STUDS STEEL BEAM only 0 FULLY COMPOSITE 34 REQ'D STRENGTH 72.1 CALC'D STRENGTH OVERSTR CHOSEN STRENGTH > > >> 40 Sh'Edrr 5", / 3 RD L V Job Name GOLDEN PEAK Job# 6550 3B39 10.51 Engr TPS 2 ;Total Slab Thickness 5.5 ; Bot Cover Plate 1 ;Deck Thickness, in 3 ;PL wdth 0 in ;Beam yield strength 50 ;PL thck 0 in Conc Strength, ksi 3.5 ;Std dia 0.75 in ;Concrete Weight, pcf 110 ;Std Cap 10.3 kips n ( stress ) 8.5 ; Fb 33 ksi n (deflection) 12 .9 ; Ec def 1 2,252 ksi Approx min Bm Wt,plf 45 ;Wdth "T" 50.385 in ;effect slab width,in 33.0 ;SHORING >NOT REQ'D< transf slab width,in_ 3. 9 :' - - >y,n ��, Fc,ksi(1 575 fc;k61 > 2.42 ; fc >Fc,ERR DE FLE C Vh 171.8 %COMP Seff Ieff ; IDL 0.00 66196 2.16 36.0 0.0 54.6 385.0 ; SDL 0.10 1384 0.25 4.2 100.0 85.1 1091.3 ;100 %LL 0.13 1056 215.9 99.5 1422.9 ; TL 0.22 594 221.8 100.1 1436.8 ;LNG TR 0.1 Fract LL 119.9 85.1 1091.3 ;LT def 0.15 inches ------- +----------------- - - - - -- Suggest CamberI +2S -.25 -0.06 FLOOR VIBRATIONS re: Murray, Univ Okla %LL,vib 10 f= 1.57(gElt /WL3) - .5= 10.51 Bare Floor 1 -3 2 Aot,in = 0.0013 Wvib= 98.62 Kips Ceiling 1 -3 1 Neff = 1.01 Mech /Elect 1 -10 2 Ao= Aot /Neff,in = 0.0013 Partitions 0 -20 3 ------------------ - SUM %damp'g ------------------ - - - - -- 8 - - - -- Upper limit of damping for vibration to be a concern 8.0 Miller: Lower limit for Critical D >35 Ao f +2.5 2.98 > Acceptable< Wiss /Parmalee: Mean Response Rating wrt 2.5 1.88 > Acceptable< Human response Unperceptible HORIZONTAL SHEAR,kips Vh conc 171.8 NUMBER OF STUDS Vh steel 279.2 CALC TOTAL V Vh 171.8 100% 16.7 34 Vrqd 371.0 2.16 36.0 74 381.0 V,25% 43.0 0.25 4.2 10 51.5 V,32 "sp 4 20.6 rvti IKO11POMTED 303.444.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS 303.444.1957 FAX BOULDER, COLORADO 80302 /- JOB # SHEET NO 1: OF BY 7 -4 J DATE �'� � Z ' � S PROJECT G O �E �J K /y n J /t' PRELIM. CHKD. BY DATE CLIENT -S FINAL PZ�rco 2 c Z— / "x /��' Six Z S = /V F, 8' z2 kS 0 K f c Y /fit J V ,4 //V C, SiYEE T 5, /Y 3 RD GeV EC. COMPOSITE SECTION h= 15.66 Job# 6550 12- Jan -95 h -yc= 7.830 Name golden peak yc= 7.830 Engr TPS # SHAPE b d A y Ay A(y -yc ) Io 1 W14X26 5.025 13.91 7.69 7.83 60.2127 0.00 245.00 2 TOP 1.75 BRS 3.5 1.75 6.125 13.49 82.62625 196.21 0.78 3 BTM 1.75 BRS 3.5 1.75 6.125 2.17 13.29125 196.22 0.78 4 TOP 5.5x.875 5.5 0.875 4.8125 15.22 73.260688 263.03 0.31 5 BTM 5.5x.875 5.5 0.875 4.8125 0.438 2.1054688 263.00 0.31 6 XXXXXXXXXXXX ---------------------------------------------------------------------- 0 0 0 0 0 0.00 0.00 Sums 29.565 231.49636 918.47 247.18 h Total height of composite section I comp = 1,165.65 b Width of rectangle S top = 148.87 d height of rectangle S bot = 148.87 A Area of shape r = 6.279 y Distance of shape centroid above base yc Distance of composite centroid above base Io Moment of inertia of shape about its centroid r Radius of gyration NA. TMCORPORATED 303.440.1951 09 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS p JOB # S s0 SHEET NO s, �s OF BY T�J DATE s � / Y PROJECT GO �' 0 �"� /6615 y �S E PRELIM. /t O CHKD.BY — DATE _ LIENT ..... 5 H _...._._ _ _ _.�_ _ _.FmA,t-� LE v L. 3 .833 .1 .�Is,7s f .L-R�-2 �' ��3' boa i� ©IA6 Q�Ac6 G o 9 7!3 41 �6 �fl 0.,o, s 4 /a c�- .o-f�`b` D oYCJ W/ o X i o x rL 2 G L.: 0,12 C k a i . h ... CE , r/ o: ; s'V K c c 5 Te MS o.7S .S8 D R 81 K �fT �E25 /R 1, O, / It r"1 2- = /000 Qrc w /oft 2Z 3aYo Z � 000 3 Z- 0,o3 C 9 w /oft 2 Z. 167-Ls 6• 1 �.q - 7.Y OF21 o.r• �.l / a Tr_ S/ O, o98 Z y l-i /o -it 2 L w/O72Z 4 7 - L - 0 1 S " =-;/? 2 400 fTuOJ fIN1 Sf / o , zY, Y �TL' O ��II►= Jl /2�'0 .9GG STS o r /� 1 111,1rBONN By CHKD. BY - -- JOB # _ DATE PROJECT DATE CLIENT _ 2 N° L l /V'� Fi�f�/k- /IV4S rvA, D4COer UTED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX SHEET NO BOULDER COLORADO 80302 �� OF PRELIM. FINAL 4? NO E u EC► 2 N° L l /V'� Fi�f�/k- /IV4S ' F >vA, wCONVIA c . 3a3.111.19s1 1319 YOM STREET ,.` r.�c,wu � m 303.41.1957 FAX MUM COWRW I0307 JOB # SSo SHEET NO 4,64 OF BY TP` DATE ) Z -�- 9 y PROJECT GOLDEN 'ofe'0M HO U-5 E PRELIM. CHKD. BY DATE CLIENT s H FINAL Zn/D L Ey i Z�vO f�oo/t f29�/ FAST NAt/t LL?-- tR rz o o , $ K /F r z,► a� /� X iv 1/✓ to X 4 r � _dRyS Z /-3 3 � Z Q TyP /C 9L (jE91 U SEE / FGoo2 eAccs, /v,. n T H s 1 L 03 ,s / t N Si°/9 Z /T y /? = L 2EE Sa u ti. 0 0,09 ^0 S/^ 7• Noet 7K Cr,,.TE1 S!'/�./ D SO v 01 -1 S' o g Koff /. z z" /X /`� / Y NA. WCORPORATED 303.444.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS � S.SC 303.444.1957 FAX BOULDER COLORADO 80302 1 Z JOB # SHEET NO OF BY T/°f DATE /Z - 6 - 9 y PROJECT Go c. D EN PEA & A/o u s E PRELIM. CHKD.BY DATE CLIENT S y FINAL 2 'vo CEDE L ZQ/ LL?-- tR rz o o , $ K /F r z,► a� /� X iv 1/✓ to X 4 r � _dRyS Z /-3 3 � Z Q TyP /C 9L (jE91 U SEE / FGoo2 eAccs, /v,. n T H s 1 L 03 ,s / t N Si°/9 Z /T y /? = L 2EE Sa u ti. 0 0,09 ^0 S/^ 7• Noet 7K Cr,,.TE1 S!'/�./ D SO v 01 -1 S' o g Koff /. z z" /X /`� / Y Mom NA, INCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER, COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # `� `� 0 SHEET NO ' 3 OF BY T's DATE /Z' ` - Y PROJECT Go �- D �"� P��q K yJ E PRELIM. CHKD. BY DATE CLIENT S �l h/ FINAL �S /� T 2 CL Y $ //h To 13 Y w /oX /2 To 3Q9 3' �8� EXCEAT So�TN J��J� SJ J 7H SP/a--i 1/ 1% 7/M / o /V o 29 i( S p /9 v J /1 - 7 o J 4 O C E 47 gti- liA- T y/ Q E 0 ? 04 �1 Reer S o L� z H S P A -J I•J /o X/ Z �� = Z, 5 k E.,/ /zk )c /2 L.0 /Z X / K 16 4 -k 911 z .OL ?S /000 TL= 6,07 C3 wlo�l 47- Zely CF-0-vor&A- sell-No TYP 0,fA QS �s Z� VJ /2 d7-L NA, INCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BBO COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # � s- a SHEET NO G _ OF BY TP`S DATE �2 ' G 9 y PROJECT Cj o 0 d "t O dIT K d1 PRELIM. CHKD. BY DATE CLIENT S N FINAL � ;)^ To 9 =C /�= Y 2•' /� = Y Z 'k,� 41 a,2s w /ax /2 47-<<a.v3 oct z�'Y ,,i cxiZ S8, So w Z 31 St^ T- Zp /L Noa104 sop 09 �j ILA- sj SLf Vf- tiC r �- 5•.► U 7 w /0 1tZZ iv o /L 7h T ° S� uTH /Z o vT GESI SEve-t � S z 16 Z3 w= CS,S/ 1p /2. A Z,y ?" _ 7 w1o� /2 z16 2y Z,o K / y�� J 1, q, gK 2,7 1,77 Jss p, q) 0 , S6K OWL. 0, 73 K /i 1, 70 S7 ZY 6 7 0,4x2 /y OLDY2� m�nIf wro�c2t 4TH V3 f w /oX 2 L yP At�O S7 JD,S ?Hi1 J /A S 7 I,4fNE'1J NA, WCORPORATED 303.444.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS / ` ` sue 303.114.1957 FAX BOULDER, COLORADO 80301 �'s JOB # SHEET NO OF BY 7 ,'s DATE -IZ -`- 941 PROJECT 6 o �- O E'� PC �I ` 4102 Jl C PRELIM. s �' y 2 E E L CHKD. BY DATE CLIENT FINAL Zaz7- T YO c4c- QE'An D w /c 7k Z Z_ z 16 Z3 w= CS,S/ 1p /2. A Z,y ?" _ 7 w1o� /2 z16 2y Z,o K / y�� J 1, q, gK 2,7 1,77 Jss p, q) 0 , S6K OWL. 0, 73 K /i 1, 70 S7 ZY 6 7 0,4x2 /y OLDY2� m�nIf wro�c2t 4TH V3 f w /oX 2 L yP At�O S7 JD,S ?Hi1 J /A S 7 I,4fNE'1J 3VA, WCORPORATED 303.440.1951 1319 5PRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # 6 S S � SHEET NO 1 � OF BY �— DATE z ' 99- PROJECT 011 t r] 0 4 P e Q �� I a u 'i-� PRELIM. CHKD.BY DATE CLIENT Shp FINAL ZNo GFaEL 14 e �.r M� 7 I S 4hbrF��. U-SC- w Sx NA, INCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER. COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS 6 4.5 O JOB # SHEET NO 7 OF BY DATE PROJECT GoC D4' 'V O �O sE PRELIM. CHKD. BY DATE CLIENT SiVO "L P oa ;7' yo P .4: FINAL 1 57' 4 E V E4: Mom WCDR/DRMED 303.411.9391 1319 SPRUCE STREET cawnra snucrwu nwcn c s O 30.444.M7 FAX 101!M CaDRAD010302 JOB N J SHEET NO L OF BY TP`s DATE ! - ? y PROJECT loc.DE--*✓ "fells 1102-54 PRELIM. CHKD. BY DATE CLIENT `S H FINAL / LE VEC /s7' Fco o ,k C- / - tE2C/ qL L /vc e,0 .90 EXCEPT AT 9Ec'ci NA. INCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS / JOB # `S`�0 SHEET NO 71 Z OF BY M-; DATE 6 ' 9 PROJECT If"' ALI � � o � 1 E PRELIM. CHKD. BY DATE CLIENT NS /y FINAL / sT LE v�L .1127 ,S' / n T- 29 Z fY TYP /CC 9 AYE19 - W /o X YS <y z , ........_. __.... . S�rr T� Z o LEuEL 1�1 S O ,- ) To Z 9 /,$- JAI s /�" JP � C Rer - i e i k Z La /o,� /z 1VA.INCORPORATED Mom 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS T � c JOB # 1. s`r� SHEET NO '- OF BY TPs DATE G - T Y PROJECT Go G "' PE K ~� PRELIM. CHKD. BY DATE CLIENT 's H FINAL I lia /0 )c Z Pot tJ 10 u Co9c.d (nrerx- Sye,61) 0 - e 7 rA* o-\ C %L RI—J 00 1- 0 - 04 I�G�X r-s I t k 1 12 L. :; r-)3" tv1¢><(aR !D(o � SQ K ll0 = 3X 2g x co k ►z� - . 4� S a 1 -, l �u fr w►2x►52 Cs= ) 4-) bC� wlc� X (cso ± oQ- W1 i � — " V 7,C 3 Z s, s G � �s� S tX 7 I 7u9 V- F 4 � P Q-c�l q ! y,('57(4- Cet 7L GvaCE. (Lo !o>(." -- M aG � ` 7� C wcax49 ��tr(A `= Coq' - '� wijxz4 wiox 33 /'5 Sr�Frc- •i Rccl NA, IKOR PORATE D 303.114.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS � � 303.444.1957 FAX BOULDER COLORADO 80302 �' y Q - �4 JOB # 6.,dLQkJ V- <""' SHEET NO OF PRELIM. BY DATE PROJECT CHKD. BY DATE CLIENT s`N FINAL L WL ( "F ) ALoOq PAn7 Phi 27'� L4 A owv - IUD Ll. Pi Le-71oQ 1 1 0 5 F!5(z 4 211 3 k �op5r- x 5 a S7 Ft(ls� ��3CD k 0 - e 7 rA* o-\ C %L RI—J 00 1- 0 - 04 I�G�X r-s I t k 1 12 L. :; r-)3" tv1¢><(aR !D(o � SQ K ll0 = 3X 2g x co k ►z� - . 4� S a 1 -, l �u fr w►2x►52 Cs= ) 4-) bC� wlc� X (cso ± oQ- W1 i � — " V 7,C 3 Z s, s G � �s� S tX 7 I 7u9 V- F 4 � P Q-c�l q ! y,('57(4- Cet 7L GvaCE. (Lo !o>(." -- M aG � ` 7� C wcax49 ��tr(A `= Coq' - '� wijxz4 wiox 33 /'5 Sr�Frc- •i Rccl CONSULTING STRUCTURAL ENGINEERS BY DATE CHKD.BY DATE JVA. INCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.19S7 FAX BOULDER COLORADO 80302 JOB # �o S,SO SHEET NO OF PROJECT 6" DES/ PEAK #G dJ d PRELIM. CLIENT 1 7"0 w po.J t No 00 " / ' S FINAL 7 y� /CA gge S —jYP/c/�e Rge,�Iv24s Mom 303.444.1951 NA. INCORPORATED 1319 SPRUCE STREET I 11 CONSULTING STRUCTURAL ENGINEERS / 303.444.1951 FAX BOULDER COLORADO 80302 JOB # 4� J , SHEET NO $� OF Q' BY DATE v CHKD. BY DATE PROJECT G A c EL PRELIM. CLIENT FINAL CA(- 66 M S �p�- n`06s1 / eea-,� - Tom . = 3 Al ► 66.4 f7 u)8 S > DL 3 5' 4-4- 5' s'D(✓ 2 ->< t ?rte / 16L W VQS r 7 Wroxzz %5S 410 4J, n w,yx s! <3 2,> . z " (!S, 7)(q) (W OK2, s /s)d s.75" .297 �� =7,a -z �> t r ►� G P' lZ 8' Gvx 21 { a 1 It (,40' ,Je�ca lam. fi, yX2.4 -�Z lo� s� 2 7 2 ¢ 70,E e _14,,7- 0 V V11 T1PiC4c Bif9 0 14 re: Murray, Univ Okla %LL,vib COMPOSITE BEAM DESIGN f =1.57( gElt /WL3 )- .5= Job Name 01- Aug -94 Beam Name I 20' RESIDENTIAL BEAM Mid,kft 20 ;rota S ab Thickness Msd,kft 5 ;Deck Thickness, in Mll,kft 22.5 ;Beam yield strength Mtl,kft 47.5 ;Conc Strength, ksi Length of Beams,ft 20 ;Concrete Weight, pcf Beam Spacing, ft ;Std dia ;n (stress ) Nominal Depth, in 110 ;n (deflection) Chosen Weight, plf 2 ;Approx min Bm Wt,plf Load:Unf,Mid,Thd,Qtr C- ;effect slab width,in B =beam; G= girder B ;transf slab width,in I =int; E =edge I ; Fc,ksi 1.35 fc,ksi> Cant. 0/S Bm Cl,ft 0 60.0 PROPERTIES #STUDS °COMP Seff Ieff STEEL BEAM only 0 0.0 23.2 118.0 FULLY COMPOSITE 34 100.0 45.0 530.1 REQ'D STRENGTH 0.0 0.0 17.1 118.0 CALC'D STRENGTH 10 29.5 35.1 341.8 CHOSEN STRENGTH > > >> 10 29.5 35.1 341.8 T1PiC4c Bif9 0 14 -------+----------------------- 0.25 Suggest CamberI +2S -.25 FLOOR VIBRATIONS re: Murray, Univ Okla %LL,vib 15 f =1.57( gElt /WL3 )- .5= Job# 6550 1 -3 Aot,in - Engr DMH 161.6 5.5 ; Bot Cover Plate 1 -10 3 ;PL wdth 0 in 50 ;PL thck 0 in 3 ;Std dia 0.75 in 110 ;Std Cap 9.5 kips 9.2 ; Fb 33 ksi 13.9 ;Ec defl 2,085 ksi 9 ;Wdth "T" 93.75 in 60.0 ;SHORING >NOT REQ'D< 6.5 i` - - > y,n N 0.46 ; fc <Fc, OK DEFLECTIONS L/ IDL 0.42 570 SDL 0.04 6039 100 %LL 0.18 1342 TL 0.64 375 V LNG TR 0.1 Fract`LL LT def 0.49 inches -------+----------------------- 0.25 Suggest CamberI +2S -.25 FLOOR VIBRATIONS re: Murray, Univ Okla %LL,vib 15 f =1.57( gElt /WL3 )- .5= 9.15 Bare Floor 1 -3 Aot,in - 0.014 Wvib= 11.35 Kips Ceiling 1 -3 161.6 Neff = 1.59 Mech /Elect 1 -10 Ao= Aot /Neff,in = 0.0089 Partitions 0 -20 3 2 3 2 ------------------ - - - - -- SUM %damp'g 10 ------------------ - - - - -- Upper limit of damping for vibration to be a concern 8.0 Miller: Lower limit for Critical D >35 Ao f +2.5 5.33 >Acceptable( Wiss /Parmalee: Mean Response Rating wrt 2.5 2.98 >Acceptable( Human response Barely Perceptible HORIZONTAL SHEAR,kips Vh conc 191.3 NUMBER OF STUDS Vh steel 161.6 CALC TOTAL V Vh 161.6 100% 17.0 34 Vrqd 0.0 0.00 0.0 2 9.5 V,25% 40.4 0.25 4.2 10 47.7 V,32 "sp 7 33.4 ,J V H, / NC. 'r Co J -' `J .rrr c 7yPiCo9c BEA�is COMPOSITE BEAM DESIGN 01- Aug -94 Beam Name INT Mid , kft Msd , kft Mll,kft Mtl , kft Length of Beams,ft Beam Spacing, ft Nominal Depth, in Chosen Weight, plf Load:Unf,Mid,Thd,Qtr B =beam; G= girder I =int; E =edge Cant. 0/S Bm Cl,ft PROPERTIES #ST STEEL BEAM only FULLY COMPOSITE REQ'D STRENGTH CALC'D STRENGTH CHOSEN STRENGTH > > >> 0 ' 20 5 45 70 20 2 B I 0 UDS 0 34 0.3 10 10 C»C. oE^/ lob Name COMMERCIAL BEAM Total Slab Thickness Deck Thickness, in Beam yield strength Conc Strength, ksi Concrete Weight, pcf • ( stress ) • (deflection) Approx min Bm Wt,plf effect slab width,in transf slab width,in Fc,ksi 1.35 fc,ksi> %COMP 0.0 100.0 0.9 29.5 29.5 Sef f 23.2 45.0 25.2 35.1 35.1 Ieff 118.0 530.1 156.1 341.8 341.8 Ak Job# 6550 Engr DMH 5.5 ; Bot Cover Plate 3 ;PL wdth 0 in 50 ;PL thck 0 in 3 ;Std dia 0.75 in 110 ;Std Cap 9.5 kips 9.2 ; Fb 33 ksi 13.9 ;Ec defl 2,085 ksi 14 ;Wdth "T" 93.75 in 60.0 ;SHORING >NOT REQ'D< 6.5 ; ° - - >y,n N 0.67 ; fc <Fc, OK DEFLECTIONS L/ IDL 0.42 570 SDL 0.04 6039 100 %LL 0.36 671 TL 0.82 293 r LNG TR 0.1 Fract �-L LT def ------------------ 0.51 inches - - - - -- Suggest CamberI +2S -.25 0.25 J FLOOR VIBRATIONS re: Murray, Univ Okla f =1 .57(gElt /WL3 )- .5= 8.65 Aot,in = 0.0136 Wvib= 12.70 Kips Neff = 1.59 Ao= Aot /Neff,in = 0.0086 %LL,vib 15 Bare Floor 1 -3 3 Ceiling 1 -3 2 Mech /Elect 1 -10 3 Partitions 0 -20 2 SUM %damp ' g 10 ------------------- - - - - -- Upper limit of damping for vibration to be a concern 8.0 Miller: Lower limit for Critical D >35 Ao f+2.5 5.09 >Acceptable< Wiss /Parmalee: Mean Response Rating wrt 2.5 2.91 >Acceptable< Human response Barely Perceptible HORIZONTAL SHEAR,kips Vh conc 191.3 NUMBER OF STUDS Vh steel 161.6 CALC TOTAL V Vh 161.6 100% 17.0 34 Vrqd 1.4 0.01 0.1 2 9.5 V,25% 40.4 0.25 4.2 10 47.7 V,32 "sp 7 33.4 FLOOR VIBRATIONS f =1 .57(gEIt /WL3 )- Aot,in Neff Ao= Aot /Neff,in .5= re: Murray, Univ Okla 8.63 Tye/ C 9 L 86/9 M.S Job# 6550 V COMPOSITE BEAM DESIGN Job Name 49�' 01- Aug -94 Beam Name INT 18' RESIDENTIAL GIRDER PL wdth Mid,kft 28 ;Total Slab Thickness 5.5 Mid,kft 7 ;Deck Thickness, in 3 Mll,kft 31.8 ;Beam yield strength 50 Mtl,kft 66.8 ;Conc Strength, ksi 3 Length of Beams,ft Wdth "T" ;Concrete Weight, pcf 110 Beam Spacing, ft ._ @,15.7 :n ( stress ) 9.2 Nominal Depth, in ;n (deflection) 13.9 Chosen Weight, plf DEFLECTIONS :Approx min Bm Wt,plf 13 Load:Unf,Mid,Thd,Qtr M ( ;effect slab width,in 54.0 B =beam; G= girder G ;transf slab width,in 5.9 I =int; E =edge I ; Fc,ksi 1.35 fc,ksi> 0.68 Cant. 0/S Bm Cl,ft 0 0.45 PROPERTIES #STUDS %COMP Seff Ieff ; IDL STEEL BEAM only 0 0.0 23.2 118.0 ; SDL FULLY COMPOSITE 34 100.0 45.0 521.3 ;100 %LL REQ'D STRENGTH 0.1 0.2 24.1 134.0 ; TL CALC'D STRENGTH 10 29.5 35.0 337.0 ;LNG TR CHOSEN STRENGTH > > >> /1Oj 29.5 35.0 337.0 ;LT def FLOOR VIBRATIONS f =1 .57(gEIt /WL3 )- Aot,in Neff Ao= Aot /Neff,in .5= re: Murray, Univ Okla 8.63 Tye/ C 9 L 86/9 M.S Job# 6550 V Engr DMH Bot Cover Plate 161.6 PL wdth 0 in PL thck 0 in ;Std dia 0.75 in ;Std Cap 9.5 kips Fb 33 ksi Ec def 1 2,085 ks i Wdth "T" 93.75 in ;SHORING >NOT REQ'D< ` - - >y,n N fc <Fc, OK DEFLECTIONS L/ 0.38 566 0.04 5838 0.17 1285 0.59 368 0.1 Fract 'LL 0.45 inches -------+----------------------- Suggest Camberl+2S -.25 0.21 0.0102 Wvib= 16.97 Kips 1.00 0.0102 %LL,vib 10 Bare Floor 1 -3 2 Ceiling 1 -3 1 Mech /Elect 1 -10 2 Partitions 0 -20 3 ------------------ - - - - -- SUM %damp'g 8 ------------------ - - - - -- Upper limit of damping for vibration to be a concern 8.0 Miller: Lower limit for Critical D >35 Ao f+2.5 5.58 >Acceptable< Wiss /Parmalee: Mean Response Rating wrt 2.5 3.09 >Acceptable< Human response Distinctly Perceptible HORIZONTAL SHEAR,kips Vh conc 241.0 V Vh steel 161.6 Vh 161.6 100% Vrqd 0.3 0.00 V,25% 40.4 0.25 V,32 "sp NUMBER OF STUDS CALC TOTAL V 17.0 34 0.0 2 9.5 4.2 10 47.7 6 28.6 vV/7 //V 6 - ' 6>,.."" a0%.1 COMPOSITE BEAM DESIGN 01- Aug -94 Beam Name INT 18' Mid,kft 28 Msd , kft 7 Mll , kft 63.6 Mtl , kft 98.6 Length of Beams,ft 18 Beam Spacing, ft 15.7 Nominal Depth, in ;Std Cap Chosen Weight, plf 2 Load :Unf,Mid,Thd,Qtr Ec defl B =beam; G= girder G I =int; E =edge I Cant. 0/S Bm Cl,ft 0 PROPERTIES #STUDS STEEL BEAM only 0 FULLY COMPOSITE 34 REQ'D STRENGTH 10.9 CALC'D STRENGTH 12 CHOSEN STRENGTH > > >> 18 G0 ca E , 9K fob Name COMMERCIAL GIRDER MV� Total Slab Thickness 5.5 Deck Thickness, in 3 Beam yield strength 50 Conc Strength, ksi 3 Concrete Weight, pcf 110 • ( stress ) 9.2 • (deflection) 13.9 Approx min Bm Wt,plf 19 effect slab width,in 54.0 transf slab width,in 5.9 Fc,ksi 1.35 fc,ksi> 1.01 %COMP Seff Ieff ; IDL 0.0 23.2 118.0 ; SDL 100.0 45.0 521.3 ;100 %LL 32.0 35.5 346.3 ; TL 35.4 36.2 357.9 ;LNG TR 53.1 39.1 411.9 ;LT def r y .p/c 9c. B6 Job# 6550 Engr DMH Bot Cover Plate PL wdth O in PL thck 0 in ;Std dia 0.75 in ;Std Cap 9.5 kips Fb 33 ksi Ec defl 2,085 ksi Wdth "T" 93.75 in ;SHORING >NOT REQ'D< ' - - >y,n N V,32 "sp fc <Fc, OK DEFLECTIONS L/ 0.38 566 0.03 7060 0.28 777✓ 0.69 31�-- 0.1 Fract LL 0.45 inches -------+----------------------- 0.19 Suggest CamberI +2S -.25 FLOOR VIBRATIONS re: Murray, Univ Okla %LL,vib 10 f =1 .57(gElt /WL3 )^ .5= 8.29 CALC Bare Floor 1 -3 3 Aot,in = 0.01 Wvib= 18.38 Kips Ceiling 1 -3 2 Neff = 1.00 0.32 5.4 Mech /Elect 1 -10 3 Ao= Aot /Neff,in = 0.01 0.25 4.2 Partitions 0 -20 - 2 - - - -- V,32 "sp ------------------ SUM %damp'g - 10 - - - -- Upper limit of damping for vibration ------------------ to be a concern 8.0 Miller: Lower limit for Critical D >35 Ao f +2.5 5.39 >Acceptable< Wiss /Parmalee: Mean Response Rating wrt 2.5 2.99 >Acceptable< Human response Barely Perceptible HORIZONTAL SHEAR,kips Vh conc 241.0 NUMBER OF STUDS Vh steel 161.6 CALC TOTAL V Vh 161.6 100% 17.0 34 Vrqd 51.8 0.32 5.4 12 57.2 V,25% 40.4 0.25 4.2 10 47.7 V,32 "sp 6 28.6 JYh+ IwC. 168.5 NUMBER OF STUDS TyPici9� Vh steel 161.6 �A LOGO 4FAJ qK 0 t�BE9�S BEAM DESIGN 161.6 Job Name bCOMPOSITE � Job# 6550 01- Aug -94 Beam Name F 20'F ^rAL BEAM 2 Engr DMH Mid,kft 11 ;Total Slab Thicknes 5.5 Bot Cover Plate Mid,kft 3 ;Deck Thickness, in 3 ;PL wdth 0 in M11 , kft < ; Beam yield strength 50 :PL thck O in Mtl,kft 39 ;Conc Strength, ksi 3 ;Std dia 0.75 in Length of Beams,ft 20 ;Concrete Weight, pcf 110 ;Std Cap 9.5 kips Beam Spacing, ft 4 5;n (stress ) 9.2 ; Fb 33 ksi Nominal Depth, in 02),:Approx n (deflection) 13.9 ;Ec defl 2,085 ksi Chosen Weight, plf min Bm Wt,plf 8 ;Wdth "T" 52.875 in Load:Unf,Mid,Thd,Qtr U ;effect slab width,in 52.9 ;SHORING >NOT REQ'Dy,n N I =int; E =edge E ; Fc,ksi 1.35 fc,ksi> 0.41 ; fc<Fc, OK Ca O/S Bm Cl,ft 0.5 ; ; DEFLECTIONS L/ PROPERTIES #STUDS %COMP Seff Ieff ; IDL 0.23 1037 STEEL BEAM only 0 0.0 23.2 118.0 ; SDL 0.02 9756 FULLY COMPOSITE 34 100.0 44.6 514.2 ;100 %LL 0.20 11711/ REQ'D STRENGTH 0.0 0.0 14.1 118.0 ; TL 0.46 521 CALC'D STRENGTH 10 29.5 34.8 333.2 ;LNG TR 0.1 Fract LL CHOSEN STRENGTH > > >> 10 29.5 34.8 333.2 ;LT def 0.29 inches -- _---- +----- ------- --- - - - - - -- Suggest Camberl +2S -.25 0.03 FLOOR VIBRATIONS re: Murray, Univ Okla %LL,vib 15 f =1 .57(gEIt /WL3 )- .5= 11.35 Bare Floor 1 -3 3 Aot,in = 0.0163 Wvib= 7.10 Kips Ceiling 1 -3 2 Neff = 2.38 Mech /Elect 1 -10 3 Ao= Aot /Neff,in = 0.0068 Partitions ------------------ 0 -20 2 - - - - -- Upper limit of damping for Miller: Lower limit for Critical D Wiss /Parmalee: Mean Response Rating Human response SUM %damp'g 10 vibration to be a concern 8.0 >35 Ao f +2.5 5.22 > Acceptable( wrt 2.5 2.95 > Acceptable< Barely Perceptible HORIZONTAL SHEAR,kips Vh conc 168.5 NUMBER OF STUDS Vh steel 161.6 CALC TOTAL V Vh 161.6 100% 17.0 34 Vrqd 0.0 0.00 0.0 2 9.5 V,25% 40.4 0.25 4.2 10 47.7 V,32 "sp 7 33.4 L JY4� /NC -� GS COMPOSITE BEAM DESIGN Job Name %COMP �)1-Aug-94 Beam Name E DGE 20'-CDMM BEAM ; IDL Mid,kft 1037 :Total Slab Thickness 5.5 Msd,kft 3 ;Deck Thickness, in 3 Mll,kft 50 ;Beam yield strength 50 Mtl,kft 64 ;Conc Strength, ksi 3 Length of Beams,ft 20 ;Concrete Weight, pcf 110 Beam Spacing, ft 4. :n ( stress ) 9.2 Nominal Depth, in 1 :n (deflection) 13.9 Chosen Weight, plf 2 ;Approx min Bm Wt,plf 13 Load:Unf,Mid,Thd,Qtr Fract LL ;effect slab width,in 52.9 B =beam; G= girder B ;transf slab width,in 5.8 I =int; E =edge E ;Fc,ksi 1.35 fc,ksi> 0.67 Cant. 0/S Bm Cl,ft 0.5 ------- +------------- - - - - -- - u.i Tr^•C A L. BE4 ^j Jobs; 6550 Engr DMH Bot Cover Plate PL wdth 0 in PL thck 0 in ;Std dia 0.75 in ;Std Cap 9.5 kips Fb 33 ksi Ec defl 2,085 ksi Wdth "T" 52.875 in ;SHORING >NOT REQ'D< ` - - >y,n N fc <Fc, OK DEFLECTIONS L/ PROPERTIES #STUDS %COMP Seff Ieff ; IDL 0.23 1037 STEEL BEAM only 0 0.0 23.2 118.0 ; SDL 0.02 9756 FULLY COMPOSITE 34 100.0 44.6 514.2 1100 %LL 0.41 585 ✓ REQ'D STRENGTH 0.0 0.0 23.1 118.0 ; TL 0.67 360 CALC'D STRENGTH 10 29.5 34.8 333.2 ;LNG TR 0.1 Fract LL CHOSEN STRENGTH > > >> 1l 29.5 34.8 333.2 ;LT def 0.31 inches ------- +------------- - - - - -- - Suggest Camberl +2S -.25 FLOOR VIBRATIONS f =1 .57(gElt /WL3 )- Aot,in Neff Ao= Aot /Neff,in re: Murray, Univ Okla 5= 10.31 0.0155 Wvib= 8.60 Kips = 2.38 = 0.0065 %LL,vib 15 Bare Floor 1 -3 3 Ceiling 1 -3 2 Mech /Elect 1 -10 3 Partitions 0 -20 2 SUM %damp'g 10 --------------- - - - - -- Upper limit of damping for vibration to be a concern 8.0 Miller: Lower limit for Critical D >35 Ao f +2.5 4.86 >Acceptable< Wiss /Parmalee: Mean Response Rating wrt 2.5 2.84 >Acceptable< Human response Barely Perceptible HORIZONTAL SHEAR,kips Vh conc 168.5 NUMBER OF STUDS Vh steel 161.6 CALC TOTAL V Vh 161.6 100% 17.0 34 Vrqd 0.0 0.00 0.0 2 9.5 V,25% 40 .4 0.25 4.2 10 47.7 V,32 "sp 7 33.4 GoGOf^+ # �� ✓YI //VCS a, a ;OMPOSITE BEAM DESIGN Job Name 40922== Job# 6550 01- Aug -94 Beam Name INTERIOR 20' B RESIDEN Engr DMH Mid,kft 29.7 ;Total Sla Thickness r 5.5 ; Bot Cover Plate Mid,kft 7.4 ;Deck Thickness, in 3 ;PL wdth 0 in Mll,kft 33.8 ;Beam yield strength 50 ;PL thck 0 in Mtl,kft 70.9 ;Conc Strength, ksi 3 ;Std dia 0.75 in Length of Beams,ft 20 ;Concrete Weight, pcf 110 ;Std Cap 9.5 kips Beam Spacing, ft (213 'n (stress ) 9.2 ; Fb 33 ksi Nominal Depth, in 1 ; n (deflection) 13.9 ; Ec defl 2,085 ksi Chosen Weight, plf 22 ;Approx min Bm Wt,plf 14 ;Wdth "T" 93.75 in Load:Unf,Mid,Thd,Qtr U ;effect slab width,in 60.0 ;SHORING >NOT REQ'DY,n N I =int; E =edge I ; Fc,ksi 1.35 fc,ksi> 0.68 ; fc <Fc, OK Cant. O/S Bm Cl,ft 0 ; ; DEFLECTIONS L/ PROPERTIES #STUDS %COMP Seff Ieff ; IDL 0.62 384 STEEL BEAM only 0 0.0 23.2 118.0 ; SDL 0.05 4947 FULLY COMPOSITE 34 100.0 45.0 530.1 ;100 %LL 0.22 1083 ✓ REQ'D STRENGTH 0.4 1.2 25.5 162.3 ; TL 0.89 268 CALC'D STRENGTH 10 29.5 35.1 341.8 ;LNG TR 0.1 Fract LL CHOSEN STRENGTH > > >> 18 53.1 39.1 418.2 ;LT def 0.71 inches ------- +------------- - - - - -- Suggest Camberl +2S- .25 FLOOR VIBRATIONS re: Murray, Univ Okla %LL,vib 15 f =1 .57(gElt /WL3 )- .5= 7.50 Bare Floor 1 -3 3 Aot,in = 0.0124 Wvib= 16.87 Kips Ceiling 1 -3 2 Neff = 1.00 Mech /Elect 1 -10 3 Ao= Aot /Neff,in = 0.0124 Partitions 0 -20 2 ------------------------ SUM %damp'g 10 ------------------ - - - - -- Upper limit of damping for vibration to be a concern 8.0 Miller: Lower limit for Critical D,>35 Ao f +2.5 5.76 >Acceptable< Wiss /Parmalee: Mean Response Rating wrt 2.5 3.09 >Acceptable< Human response Distinctly Perceptible HORIZONTAL SHEAR,kips Vh conc 191.3 NUMBER OF STUDS Vh steel 161.6 CALC TOTAL V Vh 161.6 100% 17.0 34 Vrqd 1.9 0.01 0.2 2 9.5 V,25% 40.4 0.25 4.2 10 47.7 V,32 "sp 7 33.4 / /Vc. # G sSo 7 1�6'9 /s GoGDEN PEh COMPOSITE BEAM DESIGN Job Name 991alow M Job# 6550 01- Aug -94 Beam Name INTERIOR 20' BEAM 0 13-s'. CQMR2 Engr DMH Mid,kft 29.7 ;Total Slab Thickness 5.5 ; Bot Cover Plate Mid,kft 7.4 ;Deck Thickness, in 3 ;PL wdth 0 in Mll,kft 67.6 ;Beam yield strength 50 ;PL thck 0 in Mtl,kft 104.7 ;Cons Strength, ksi 3 ;Std dia 0.75 in Length of Beams,ft 20 ;Concrete Weight, pcf 110 ;Std Cap 9.5 kips Beam Spacing, ft ;n (stress ) 9.2 ; Fb 33 ksi Nominal Depth, in - ;n (deflection) 13.9 ;Ec defl 2,085 ksi Chosen Weight, plf - 22 ;Approx min Bm Wt,plf 21 ;Wdth "T" 93.75 in Load : Unf,Mid,Thd,Qtr ;effect slab width,in 60.0 ;SHORING >NOT REQ'Dy,n N I =int; E =edge I ; Fc,ksi 1.35 fc,ksi> 1.01 ; fc <Fc, OK Cant. O/S Bm C1,ft 0 ; ; DEFLECTIONS L/ PROPERTIES #STUDS %COMP Seff Ieff ; IDL 0.62 384 STEEL BEAM only 0 0.0 23.2 118.0 ; SDL 0.05 4947 FULLY COMPOSITE 34 100.0 45.0 530.1 ;100 %LL 0.44 542 REQ'D STRENGTH 15.0 44.3 37.7 392.2 ; TL 1.12 215 CALC'D STRENGTH 16 47.2 38.2 401.1 ;LNG TR 0.1 Fract L CHOSEN STRENGTH > > >> 18 53.1 39.1 418.2 ;LT def 0.74 inches - - - - - - - - Suggest Camber I+2S- .25 0.47A i. FLOOR VIBRATIONS re: Murray, Univ Okla %LL,vib 17 f =1.57( gElt /WL3 )- .5= 6.99 Bare Floor 1 -3 3 Aot,in = 0.0118 Wvib= 19.44 Kips Ceiling 1 -3 2 Neff = 1.00 Mech /Elect 1 -10 3 Ao= Aot /Neff,in = 0.0118 Partitions 0 -20 2 - - - - -- ------------------ SUM %damp'g 10 Upper limit of damping for vibration to be a concern 8.0 Miller: Lower limit for Critical D >35 Ao f +2.5 5.39 >Acceptable< Wiss /Parmalee: Mean Response Rating wrt 2.5 2.99 >Acceptable< Human response Barely Perceptible HORIZONTAL SHEAR,kips Vh conc 191.3 NUMBER OF STUDS Vh steel 161.6 CALC TOTAL V Vh 161.6 100% 17.0 34 Vrqd 71.6 0.44 7.5 16 76.3 V,25% 40.4 0.25 4.2 10 47.7 V,32 "sp 7 33.4 & ,d-04�w mss/ 3 t! K 2 4 q i.ti W101 z z GNT& _. W /o� 6,esc► G�,.�' �dr► -"�i .,�tc a -mac.,, L 20, �,/ Carl r kglox fq Ge S N/io x Z > s0 e : U "Z%* -7,3 pz ref 7r ( VVI o n Z G G,• Sv �-//0 x 2-z S � Y�10 xr R �'3rP . 1 W _, /s`sC /Z) G l.�t� rvA. WCORPORATED Mom 303.444.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS bc JOB # -Z� 303.144.1957 FAX BOULDER, COLORADO 80302 SHEET NO 9 1 / 0 OF BY DATE g r f PROJECT �rOl�� p ?a PRELIM. CHKD. BY DATE CLIENT FINAL T YP. Q E�9 /4Ls AIL ? vejoeS w •e.. - * hU�r- Gl' pvs "G J /a T� /w Cv,.E Y• � v ovS L= /, � /� 1, �,a � � S" �; p7` 6ru c� CZ H — __-- -- j Wit— W , q S _ yt! rd rzz S As I o n = /zev 32. LvioX �s 5� w , 'vK r7 X23( PZ,9716 K .z ! 3. S 3 'Wgx /S' Vlldx IS 3CP & ,d-04�w mss/ 3 t! K 2 4 q i.ti W101 z z GNT& _. W /o� 6,esc► G�,.�' �dr► -"�i .,�tc a -mac.,, L 20, �,/ Carl r kglox fq Ge S N/io x Z > s0 e : U "Z%* -7,3 pz ref 7r ( VVI o n Z G G,• Sv �-//0 x 2-z S � Y�10 xr R �'3rP . 1 W _, /s`sC /Z) G l.�t� CONSULTING STRUCTURAL ENGINEERS / m' JOB# BY �— DATE ?" 49 24 - PROJECT (`�� P "4�- CHKD. BY DATE CLIENT 3VA.INCORPORATED 303.414.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 SHEET NO 8 ' "/ OF PRELIM. FINAL 7YP, lTEA,-7J /S r � //V 7 ` TL A �� ,� �1a, 2 s- �'1 =1g¢ ' li /, 10y1Z 41c ? `A- y a 375 =13,53 4 =/0,7 l_�XL Z G °t 3` Z3L GLQ.0 a+ -�-•2 y� wgxiy�w — ..� .fir =�•r a L Y-at WOX 17 Ps 2.3 763 zl��s' 7G3r`lG= SlY G+,�Oxl7_- c,C "'J= ff� �.GI�zO"r' Aa-rowok= �� S+(7 =� r25�F �2L-FI��tS' S171,1 7S t�lBX3t �� a i nLl f� r L VI/ 2 ,� Adr 23.7 WIv�Zz. 4r e21- wgxlE Mom NA. INCORPORATED 303.444.1951 1319 SPRUCE STREET 11 i CONSULTING STRUCTURAL ENGINEERS / 303.444.1957 FAX BOULDER COLORADO 80301 / A JOB # L��b SHEET NO 0 " Z OF BY �- DATE rr '/ PROJECT PRELIM. CHKD. BY DATE CLIENT FINAL �"► j 35 i7 1 Me r V «/ - b-7¢ /`7 y 3S K S� X3 3 w /axis Idkz2 D _ ,d L" 7 -S� !2= . - �'f � =3• °� ova- >t,►`� ��/3, � Ll� L 0 �, r2 -1 4' �,, /S772, �l¢3 C 510,3 �U Dx4 ,J V/7 /N 4 z W- 6.5s o 8,13 TYPicAc- QE4 HORIZONTAL SHEAR,kips Vh conc 210.4 60c.oE14 0 69K Vh steel 161.6 COMPOSITE BEAM DESIGN TOTAL Job Name Vh Job# 6550 34 12- Aug -94 Beam Name LEVELI, LINE D INTX22' "I" 0.07 1.2 Engr DMH 19.1 Mid,kft 23 ;Total Slab Thickness 5.5 ; Bot Cover Plate Msd,kft 6 ;Deck Thickness, in 3 ;PL wdth 0 in Mll,kft 52 ;Beam yield strength 50 ;PL thck 0 in Mtl,kft 81 ;Conc Strength, ksi 3 ;Std dia 0.75 in Length of Beams,ft 22 ;Concrete Weight, pcf 110 ;Std Cap 9.5 kips Beam Spacing, ft 7 ;n (stress ) 9.2 ; Fb 33 ksi Nominal Depth, in 10 ;n (deflection) 13.9 ;Ec defl 2,085 ksi Chosen Weight, plf 22 ;Approx min Bm Wt,plf 16 ;Wdth "T" 93.75 in Load:Unf,Mid,Thd,Qtr U ;effect slab width,in 66.0 ;SHORING >NOT REQ'DY,n N I =int; E =edge I ;Fc,ksi 1.35 fc,ksi> 0.73 ; fc<Fc, OK Cant. O/S Bm Cl,ft 0 ; ; DEFLECTIONS L/ PROPERTIES #STUDS %COMP Seff Ieff ; IDL 0.59 451 STEEL BEAM only 0 0.0 23.2 118.0 ; SDL 0.04 5900 FULLY COMPOSITE 34 100.0 45.3 541.6 ;100 %LL 0.39 681 REQ'D STRENGTH 2.5 7.3 29.2 232.6 ; TL 1.02 259 CALC'D STRENGTH 10 29.5 35.2 348.0 ;LNG TR 0.1 Fract LL CHOSEN STRENGTH > > >> 20 59.0 40.2 443.3 ;LT def 0.69 inches ------------------------- - - - - -- Suggest Camberl +2S -.25 0.43 FLOOR VIBRATIONS re: Murray, Univ Okla %LL,vib 17 f =1 .57(gEIt /WL3 ) 7.30 Bare Floor 1 -3 3 Aot,in = 0.0158 Wvib= 13.76 Kips Ceiling 1 -3 2 Neff - 2.01 Mech /Elect 1 -10 3 Ao= Aot /Neff,in = 0.0078 Partitions 0 -20 - 2 - - - -- ------------------ SUM ------------------ %damp'g - 10 - - - -- Upper limit of damping for vibration to be a concern 8.0 Miller: Lower limit for Critical D >35 Ao f +2.5 4.50 >Acceptable< Wiss /Parmalee: Mean Response Rating wrt 2.5 2.72 >Acceptable< Human response Barely Perceptible HORIZONTAL SHEAR,kips Vh conc 210.4 NUMBER OF STUDS Vh steel 161.6 CALC TOTAL V Vh 161.6 100% 17.0 34 Vrqd 11.8 0.07 1.2 4 19.1 V,25% 40.4 0.25 4.2 10 47.7 V,32 "sp 8 38.1 COMPOSITE BEAM DESIGN 12- Aug -94 Beam Name LEVEL Mid, kft 12 Msd , kf t 3 Mll , kft 27 Mtl,kft 42 Length of Beams,ft 18 Beam Spacing, ft 11.33 Nominal Depth, in 10 Chosen Weight, plf 22 Load:Unf ,Mid,Thd,Qtr U B =beam; G= girder G I =int; E =edge E Cant. 0/S Bm Cl,ft 0.33 PROPERTIES #STUDS STEEL BEAM only 0 FULLY COMPOSITE 34 REQ'D STRENGTH 0.0 CALC'D STRENGTH 10 CHOSEN STRENGTH > > >> 10 Goc oeE'a PE9K Job Name tom' , 1,A -B EDGE "J" ;Total Slab Thickness ;Deck Thickness, in ;Beam yield strength Conc Strength, ksi ;Concrete Weight, pcf n ( stress ) n ( deflection ) Approx min Bm Wt,plf ;effect slab width,in transf slab width,in Fc,ksi 1.35 fc,ksi> %COMP Seff Ieff 0.0 23.2 118.0 100.0 44.7 513.5 0.0 15.1 118.0 29.5 34.9 332.8 29.5 34.9 332.8 5.5 3 50 3 110 9.2 13.9 8 50.8 5.5 0.45 IDL SDL 100 %LL TL LNG TR LT def Job# 6550 Engr DMH Bot Cover Plate PL wdth 0 in PL thck 0 in ;Std dia 0.75 in ;Std Cap 9.5 kips Fb 33 ksi Ec def 1 2,085 ksi Wdth "T" 50.835 in ;SHORING >NOT REQ'D< ' - - >y,n N fc <Fc, OK DEFLECTIONS L/ 0.20 1056 0.02 10732 0.18 1192 0.41 532 0.1 Fract LL 0.25 inches -------+----------------------- Suggest Camberl +2S -.25 -0.01 FLOOR VIBRATIONS re: Murray, Univ Okla %LL,vib 17 f =1 .57(gEIt /WL3 )- .5= 11.93 Bare Floor 1 -3 3 Aot,in = 0.0123 Wvib= 8.71 Kips Ceiling 1 -3 2 Neff = 1.13 Mech /Elect 1 -10 3 Ao= Aot /Neff,in = 0.0109 Partitions 0 -20 2 ------------------ - - - - -- SUM %damp'g 10 ------------------ - - - - -- Upper limit of damping for vibration to be a concern 8.0 Miller: Lower limit for Critical D >35 Ao f +2.5 7.05 >Acceptable< Wiss /Parmalee: Mean Response Rating wrt 2.5 3.38 >Acceptable< Human response Distinctly Perceptible HORIZONTAL SHEAR,kips Vh conc 226.9 NUMBER OF STUDS Vh steel 161.6 CALC TOTAL V Vh 161.6 100% 17.0 34 Vrqd 0.0 0.00 0.0 2 9.5 V,25% 40.4 0.25 4.2 10 47.7 V,32 "sp 6 28.6 J V R/ /AJ C q9r�/.SSO 611.5 ,go e, DEti COMPOSITE BEAM DESIGN Job Name /�"�- 12- Aug -94 Beam Name LEVEL 2, 4, A -B v Mid,kft 6 ;Total Slab Thickness Msd,kft 1.5 ;Deck Thickness, in Mll,kft 13.5 ;Beam yield strength Mtl,kft 21 ;Conc Strength, ksi Length of Beams,ft 18 ;Concrete Weight, pcf Beam Spacing, ft 11.33 ;n (stress ) Nominal Depth, in 10 :n (deflection) Chosen Weight, plf 15 ;Approx min Bm Wt,plf Load:Unf,Mid,Thd,Qtr U ;effect slab width,in B =beam G= girder G ;transf slab width,in I =int; E =edge E ; Fc,ksi 1.35 fc,ksi> Cant. 0/S Bm Cl,ft 0.33 PROPERTIES #STUDS %COMP Seff STEEL BEAM only 0 0.0 13.8 FULLY COMPOSITE 24 100.0 30.8 REQ'D STRENGTH 0.0 0.0 7.6 CALC'D STRENGTH 26.0 22.5 CHOSEN STRENGTH > > >> 0 0.0 13.8 ksi Ec defl 2,085 ksi Wdth "T" 49.96 , ;SHORING Ieff 68.9 365.5 68.9 220.0 68.9 PE9 K 5.5 3 50 3 110 9.2 13.9 4 50.0 5.4 0.27 IDL SDL 100 %LL TL LNG TR LT def Job# 6550 Okla Engr DMH f =1 .57(gEIt /WL3 )- .5= Bot Cover Plate Bare Floor 1 -3 PL wdth 0 in PL thck 0 in ;Std dia 0.75 in ;Std Cap 9.5 kips Fb 33 ksi Ec defl 2,085 ksi Wdth "T" 49.96 in ;SHORING >NOT REQ'D< vibration ' - - >y,n N Miller: Lower limit for Critical D fc <Fc, OK DEFLECTIONS L/ wrt 2.5 0.18 1233 Human response 0.04 4934 Distinctly Perceptible 0.39 548 0.61 352 0.1 Fract LL 0.26 inches ------- +----------------- - - - - -- Suggest CamberI +2S -.25 0.01 FLOOR VIBRATIONS re: Murray, Univ Okla %LL,vib 17 f =1 .57(gEIt /WL3 )- .5= 14.33 CALC Bare Floor 1 -3 3 Aot,in = 0.0183 Wvib= 4.35 Kips Ceiling 1 -3 2 Neff - 1.17 0.00 0.0 Mech /Elect 1 -10 3 Ao= Aot /Neff,in = 0.0156 0.25 2.9 Partitions 0 -20 - 2 - - - -- V,32 "sp ------------------ SUM %damp'g - 10 - - - -- Upper limit of damping for vibration ------------------ to be a concern 8.0 Miller: Lower limit for Critical D >35 Ao f +2.5 10.32 >Acceptable< Wiss /Parmalee: Mean Response Rating wrt 2.5 3.90 >Acceptable< Human response Distinctly Perceptible HORIZONTAL SHEAR,kips Vh conc 222.9 NUMBER OF STUDS Vh steel 110.2 CALC TOTAL V Vh 110.2 100% 11.6 24 Vrqd 0.0 0.00 0.0 2 9.5 V,25% 27.6 0.25 2.9 6 28.6 V,32 "sp 6 28.6 6`oc, PE y yP, BE�9 � , � COMPOSITE BEAM DESIGN Job Name Ste' Job# 6550 12- Aug -94 Beam Name INTERIOR 24.5' BEAM ® 13', RES, ,1 Engr DMH Mid,kft 41.2 ;Total Slab Thickness 5.5 ; Bot Cover Plate Mid,kft 10.3 ;Deck Thickness, in 3 ;PL wdth O in Mll,kft 93.6 ;Beam yield strength 50 ;PL thck 0 in Mtl,kft 145.1 ;Conc Strength, ksi 3 ;Std dia 0.75 in Length of Beams,ft 24 ;Concrete Weight, pcf 110 ;Std Cap 9.5 kips Beam Spacing, ft 13 ;n (stress ) 9.2 ; Fb 33 ksi Nominal Depth, in 'n (deflection) 13.9 ;Ec defl 2,085 ksi Chosen Weight, plf ;Approx min Bm Wt,plf 29 ;Wdth "T" 96.02 in Load:Unf,Mid,Thd,Qtr U ;effect slab width,in 72.0 ;SHORING >NOT REQ'Dy,n N I =int; E =edge I ; Fc,ksi 1.35 fc,ksi> 1.01 ; fc <Fc, OK Cant. 0/S Bm Cl,ft 0 ; ; DEFLECTIONS L/ PROPERTIES #STUDS %COMP Seff Ieff ; IDL 0.59 485 STEEL BEAM only 0 0.0 49.1 248.0 ; SDL 0.05 6121 FULLY COMPOSITE 50 100.0 88.8 941.0 ;100 %LL 0.43 674 REQ'D STRENGTH 0.3 0.6 52.3 303.6 i TL 1.07 2.Z.2_ CALC'D STRENGTH 14 29.1 70.5 621.7 ;LNG TR 0.1 Fract LL CHOSEN STRENGTH > > >> 87.2 86.1 895.3 ;LT def 0.71 inches -------+----------------------- Suggest CamberI+2S -.25 044 FLOOR VIBRATIONS re: Murray, Univ Okla %LL,vib 17 f =1 .57(gEIt /WL3 )- .5= 6.49 Bare Floor 1 -3 3 Aot,in = 0.0112 Wvib= 22.47 Kips Ceiling 1 -3 2 Neff = 1.00 Mech /Elect 1 -10 3 Ao= Aot /Neff,in = 0.0112 Partitions 0 -20 2 ------------------ - - - - -- SUM %damp'g 10 ------------------ - - - - -- Upper limit of damping for vibration to be a concern 8.0 Miller: Lower limit for Critical D >35 Ao f +2.5 5.05 >Acceptable< Wiss /Parmalee: Mean Response Rating wrt 2.5 2.90 >Acceptable< Human response Barely Perceptible HORIZONTAL SHEAR,kips Vh conc 229.5 NUMBER OF STUDS Vh steel 330.6 CALC TOTAL V Vh 229.5 100% 24.1 50 Vrqd 1.5 0.01 0.2 2 9.5 V,25% 57.4 0.25 6.0 14 66.7 V,32 "sp 9 42.9 Mom CONSUli1XG STRUCTURAL ENGINEERS BY CHKD. BY NA. WCORPORATEO 303.410.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 JOB # (" // ss o SHEET NO 21 2 OF DATE PROJECT G04- DEN P69k cJ PRELIM. DATE CLIENT FINAL Cc" Ad S " 10-2 'S c a)VA1 7-101VS Mom Nk WCOR►ORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS SSO JOB # SHEET NO 7 11 OF BY TPJ DATE y PROJECT GD t D E.+ PRELIM. CHKD. BY DATE CLIENT NS FINAL TyPi C /? r„i /o J o,,. cY Z B 7 CUr 7 0 c4-j F /T ca -j E c T 4J ZS -iv 9 0L 7 - J Z 6, (-'7 C'm .,i N J )g o LT J/2 (. CLo V C GcC /"o 33.0 K 11✓EQ ?E <J2 cJT sk o ev01 v/Luacc —I C. 8C-9r►i � 9 If -v 6 TQ wT o < eac.R cti W4LL ,O -)T o-.<�Y �9r 'ceI^ 1 sc6 sc,(E 1q7 CA cc rj ti fi o J aA � C . 7 J n N d Y CA W � O = d d J C Q >7 . v r — G,2 r q e'' 1'E t7 K 7. 4 - CG,j /G /o..t W A In C1 M qcO O OO M M O M ODp101 0100 AAN MQ wAAA ANN NNN NN i� M01M' f0001 OD(nM OOD N (.f�OO OOT 010A NN ¢ NArI - AnIA C4 C4 NN W N M(0O aOO O MO OO �G 1p �O 1� f� n 00 00 01 O O A N ANA ANN AriN NN V o AW( m MOOD 1n M N S a w t010 (0 1 't OR O O1 O A x ui J V N AAA NAN AAA NN V " N pp ALL'9 01M10 000(n MCI T -- W , O ++ b MQ KIn� f� OO . U C AAA ArIA AAA AA � N I {A O c p ui cr cn Q IYfMN � i1o1 ° '0, w O�D II r t i AA W Arl r1 AAA r1�A AA bo ca M c (n o1 M 10 R q 1n M O Go C p E r } C N O R W V — NNM M 1n�O �1� a C 3 N N 07 C r Ar/A AAA AAA AA N b a1 ~ ILI•' O p Y C O 0 U v_ w N c d N Cum m ar NNN MMM tfa4 {�01� N "n Yw E� A^'� O L ��j AArI ANA AAA NA as I L lO al 0 ~ Y C OD O W O �AA Cn CO v C ,Lr Z N. 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C Lq i a > A O v - U YY Oatw LLlM 000OM U E E N VO N �Oi(Yi NA COon1C M O l0 w MM -tinw nrnGDO1 pi y .0 d� 0 O n a €m A c d C d Y M U U o 1 In w 40 OD 01 42 en qr to O Y 0 '00 C ao �p r V e c i M m et'v 1(i b n O N T O1 N L O OCi r fn 0 r- ar`� U N m N N L O O U 7Q y co ; O E Q O 0 M LL) C0 O M Ln OO O H E M a 'C ` L y N 01N10M0 pppp In NOf n O ' m 0 C d U 0 r W 7 N M (q 0 gn In 40 P� I. 00 Y v " o E Eo Q X w; — W U L r C !i C Wr q� A A A A A N N N N M -0 _� '0 >• N 0 l0 �_ S r 7 r > L 0 N 0 .y N 0 W ui m U c 0 .. 0 ac ¢ m cA E LY r� (� H- U� aim 5 c� v N u &I nou c. 0 E °� w c 0 t E A �M -- -- '- a- N O to C Q d N d -0 0 O O 'VIII O a °'°'v «. =� ��a Z ti M 1n V N Y a .., U a U N E (D 0 0 M $ y o$ _0 L Z p � p � C (p ( O m ?� i E V O V O Nd p N N i N N N x cl Al CL l0 r y II II e 3 - °ate 3 Z :w C C . Z O U 7 K N Z O U W n LL O W F H N z Z _U C W Q NA. INCORPORATED 303.114.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # `s`r� SHEET NO c � 1- OF BY 7/ DATE �L�_�' y PROJECT GD L tJEn/ �Ef� /�o vJ PRELIM. CHKD. BY DATE I „ CLIENT S , y FINAL C 4 "/9 C7 / J,Jj c HECK o C SS<0 Oc.r r 7"W /j 91 i9 A flr g E9 r ? o C o � L/ M'a cI A 96 'TV c.,f 4 C L /S NO Co / 'o oc w NE.t- E gel s To 7 .s' /3 rT E AGE C/ / ? 4..; 4e Tai° Fe -/? 6-0 R 4 csv cHe j AT Co L''j y } K /, o,2) �9R 33 � x S8',��.2 ►� 2. - J� <6 L/o c � 1 h � a t 1 . REQ � f L /Eyyxs� 8, c < 2 y nK ZS, t" � l 9E Z ,6a oG W ? 4-- <..T 10 x 2v to C7 w/ W T 6 A f r► K/ J 44 rI,oick "F,.A J e CHECK /,v0 I v1Pugc 0 (- 9^* R�aF p v ALLJ.W r1 /11d,1 odd,, r1lAo),•✓c 70 f <TyP /t t:ACfr4r1 S .4OL 4 0 IT C .S/1�tt. )A - I z /la$K E�at7S ?� it� ACV =/ = /RZf2R3� Ko,J:��11,4' V K R e 3 (6✓ /W xJS� A - Al2 SQ STr- N C. fly 70 QC9- C - 4to-j NA, IKORPONUED 303.404.1951 1319 SPRUCE STREET 303.444.1957 FAX cp BOULDER. COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # CSS 0 SHEET NO /y OF T BY / pS DATE ' 9 PROJECT G6L 10 4F11 1 5 11210 d JIe PRELIM. CHKD. BY DATE CLIENT "s '� FINAL C° "�'�� C7 ✓J W 45,0 f' C- A 1 d .� *` Rye F C'°iJ7, RQ /Z i- R p z y w /(Xzc IV - " e- 7J RI "gA " P r Nlr� CTra N/ � � Ty FC c o 1 Z L : o .i 200A nBS L.j 1 xs k a, 3SS = 7 > /S Z oK = /o, y K q T SQ 2- 3¢ir(0 C.7� �v= aRZJo �QS (l.2 �0,37� x�sx a,ZJa' 72.q K 5/� vJ o /lJ T U^J /0X / %/L /9 —J , �c/L (,��ZQ � 5 Z) R n X S , C K 117.. l— r�oC csoc s.Q w /a x Z t �= 6, Z y z4o.3��x�.rxo.Zy > /s,/ dK L Z - ; F 7 f = o f s/ � Z- ? 0,� n 2 rnAk = ZC� � K k x o, ca k, MOM rvA, INCORPORATED 303.444.1951 1319 SPRUCE STREET I 11 303.444.1951 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # `S ` SHEET NO 9 �s OF BY T� S DATE - 9 ' S PROJECT I�E4 k fHo JJ PRELIM. CHKD. BY DATE CLIENT S I /70' FINAL CO,4 "' E C ? /0 n lJ w E a 7 A of T S/ r/! /fLDO 4 Y,6 Z 9 w /o x 5/ �wf x, 35 � = ZS, 7 2 - f op y)xtr oK 9,030 w/ox 2G `RAT 0,2C /Zt / 7,0 nQf �1,2 fo.�3))C(S k0.2 = ZStB )11,o V13 is t.�,oxZ� f �� FA z -�9 A �, r o, z c , 2 Y) r k o, 2( z ZY, 3 > Zl, Y o J /J Z G In! / o "C 2 Z f.. W S 6, 1 / /f r )b, / ok y� w/ x ? 'L ew- o, y 9 /1, 9 1Z�S= (/ • 2 to, 33) X CS X 0 1 Y) -C 7Z R7 )/7,� ok V a7 wiak � 7,S it /jY /'.1/'CCT /v,/ 3n p Fe-" v /z ^/- ".) L o ?1t 4 ti o) r / 00't 4,0 L E It t, ,R Z ti p F C.00 2 t, A , "Lr uct FA ctd rt Co.✓D 1 'I /0 - J /4/o co 6 C CI -i &V o -v L E ,O G er rv0. INCORPORATED o o6cs F2Eer I To /° L Lr06e Frt. c 7 P o ,,f L y To P 303.444.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS `�' 303.444.1957 FAX BOULDER COLORADO 80302 ` JOB # SHEET NO ' OF BY Z ' DATE 66 9y PROJECT G° C O f-t f E t9K I�l�o PRELIM. CHKD. BY DATE CLIENT S H FINAL Co.vN3 E/h Q e Ty /lc I L� de 00 j r/ qx ui R;ry - g`� �/dr C f f&o cg6,9n To F9c1- of wAc�) ?'oF of 1 To to of "7cog 011-10 it. M 019 cLy so /R►.,r EPTM / to A , "Lr uct FA ctd rt Co.✓D 1 'I /0 - J /4/o co 6 C CI -i &V o -v L E ,O G er rA C o o6cs F2Eer I To /° L Lr06e Frt. c 7 P o ,,f L y To P A , "Lr uct FA ctd rt x8x 4LC Oi.J t tt,s—A = y1. ??.Y //' Y.S'.cr 7�,y = yS,� Z 6p (a r e - 501. 5' A 3 /.6 z 6D cf s _soRS//' L = 3/. 7 P o ,,f L y a .SA- 'C s .. y/, I; r^ wCougum 303.111.1951 1316 SHRICE SW 303.111.1957 W MM COLORADO =2 caswnw muamu [wcurt[o JOB # to $'s-0 SHEET NO 11= C OF BY YPS DATE 1'2 6 y PROJECT Go L 4PE "/ PEA HO" SE PRELIM. CHKD.BY DATE CLIENT sN o ud Go -j f R" Af'" -I FINAL Co f""'0E57/0 al ._____ EMl3_E'D PLATES F GOLDEN PEAK L Ro w,t " o f RED EDEES ;J[; SHAFT AFTER WELD HEAD HE�it? DESIGNATION DIAMETER LENGTH DIAMETER THICKNESS (INCHES) L_ IN CHES3 i INCHESI Le iiN HESS NUMBER CINCHES) 17.00 0.750 6.000 0.375 5.625 S SPA - ING NUMBER ECCENTRICITY CONCRETE OF OF QF IN STRENGTH COLUMNS ROWS ROWS I - ---- - - - - -- i - I ) - - - ---- ------------------------------ c. 6. 00 2. 00 0 3000 LENGTH OF STEEL PLATE = 1+.00 INCHES AND WIDTH = 3.00 INCHES. THE ULTIMATE CAPACITY IF STEEL CONTRO IS 79.5 KIPS Pucf ` (Full shear cone 3'2.0 KIPS A +C= 171.8 SGT. INCHES APO= 79.6 SQ. IN CH ES AREA OF FULL CONE - EDGES= 171.8 SQ. it +ir'IRES TOTAL AREA REMOVED (OVERLAP + ED 79.6 SG. INCHES Fuc ;:Fartial shear _one;= 17.15 KIPS Suc'= 12.4 KIPS THE ULTIMATE CAPACITY IF CONCRETE CONTROLS IS 4 9.70 KIPS 'r ... .. � - � .. _ - - ...... , - . �. .-her _ •,F - . r ._ . i I CONSULM STWXTL4m UrAmms JOB 40 # BY PZ S DATE 12- 6 - 7 V PROJECT " G 1 9 62 1 PEA H" S E �^ CHKD. BY DATE CLIENT J"• r.! 10 " , ,F No r K /NA - 6^1-7 a.CooAgfo _ M WANG 0 30.4"M Im spwa sir 303.4u.M7 W IMM caoenoo SM SHEET NO 1 OF PRELIM. FINAL Co��ECT /C� GOLDEN PEAK Z ,eovj STUD SHAFT AFTER WELD HEA HEAD DESIGNATION DIAMETER LENGTH DIAMETER THICKNESS Le NUMBER +.INCHES! CINCHES: CINCHES (INCHES) CINCHES =! - - - --------------------------------- - 17. 00 0.7- 6.000 1. 2 kip '•i'S • 5.11 25 SPACING" SPACING NUMBER ECCENTRICITY CONCRETE O F OF OF I N STRENGT COLUMNS ROW ROWS - - INCHES - -- CP I - 4. ICJ--- - --- - -6. U0 ---- - -- - 2. oia 0.0 3000 LENGTH OF STEEL PLATE = 14.00 INCHES AND WIDTH = 8.00 INCHES. LEFT SIDE STUDS ARE 2.00 INCHES FROM E OF CONCRETE. THE ULTIMATE CAPACITY IF STEEL CONTROLS I5 73.5 KIPS Puc' (Full shear cone)= 32.0 KIPS Afc= 1'1.8 SQ. INCHES APO= 87.9 SQ. INCHES AREA OF FULL CONE - EDGE'S= 61.09 SQ. INCHES TOTAL AREA REMOVED C0VERLAP + EDGES) = 138.61 SQ. INCHES P' uc (Group act ion) = 17. 2.2KIPS Suc'= 12.5 KIPS _ _-- -THE ULTIMATE C IF ,QONCRETE GOLDEN PEAK 2 ROWS i FREE: EDGE AND TOP EDGE STUD SHAFT AFTER WELD HEAD HEAD DESIGNATION DIAMETER LENGTH DIAMETER CI NCHES) THICKNESS Le "i�1i"ESEEi (INCHES) C I NCHES) l' I NCHESI C I riCHES) C i NL`t iE5 __ -1 �. - -- -- - -�. (Jk1 --- - � . V��iF_� - -- -- 3 . - 5�.j - - - - -_ 0. `ri 5 5. 1322. _ i SPA SPAC i NG NUMBER ECCENTR I C1 T Y C0NC'RE i E OF OF IN STRENGTH 1`r CPS I.+ C OLUMNS ROWS• R OWS - �r�i :4E_ ------------- - - - - - --------------------- - - ---- - -- 4.0 00 _.. LENGTH OF STEEL PLATE = 1+.00 INCHES AND WIDTH = 8.00 INCHES. LEFT SIDE STUDS ARE f. 00 INCHES FROM EDGE. OF CONCRETE. TOP STUDS ARE 6.00 INCHES FROM EDGE LF CONCRETE. THE ULTIMATE CAPACITY IF STEEL CONTROLS IS 79.5 KIPS Puc' (Ful shear. cone)= 32.0 KIPS � *c= 17 1. 8 SQ. INCHES Apo= 87. SQ. INCHES AREA OF FULL COME - EDGES= 61.09 SQ. INCHES TOTAL AREA REMOVED C%Ot1ERLAP + EDGES) = 193.61 SQ. INCHES P'uc (Group action)= 17.22KIPS ' 303.IM.1951 (319 S� miffs � ,�,T�� .,, 303.111.1357 W q OUR MRADo SM JOB 8 eG SSD SHEET NO 9.7 OF BY 7 DATE 12- 6 S y PROJECT 6o G OE �✓ PEA Ho sE PRELIM. CHKD.BY DATE CLIENT `S^��'•�Do -J NdP /N FINAL - . UULULI7' eL Hr, c kuw-a t tU Ut�> r K Lc STUD SHAFJ AFTER WELD HEAD HEAD DESIGNATION DIAMETER LENGTH DIAMETER THICKNESS La NUMBER [ I N (INCHES) CINCHES) (INCHES) (INCHES) ------------------------------------------------------------------ 17. 00 0.750 6. 000 1 .2 50 t), 37.S S. 625 SPACING SPACING HUMBER ECCENTRICI CONCRETE OF OF OF I STRENGTH COLUMNS. ROWS R0WS INCHES rPS I ------------------_------------------------------------------------ 4.00 - 6.00 2.00 0.00 3000 LENGTH OF STEEL PLATE = 14.00 INCHES AND WIDTH = 8.00 INCHES. LEFT SIDE STUDS ARE 2.00 INCHES FROM EDGE OF CONCRETE. RIGHT SIDE STUDS ARE 2.00 INCHES FROM EDGE OF CONCRETE. THE ULTIMATE CAPACITY IF STEEL C IS 79.5 KIPS Puc': (Ful s" -,ear cone) = 32.0 KIPS A +c= 171.8 SQ. INCHES Apo= 87.9 SQ. INCHES AREA OF FULL CONE - EDGES= 61.09 Std. INCHES TOTAL AREA REMOVED .(OVERLAP + EDGES) = 199.61 Si. INCHES P'uc (Group action)= 11.85KIPS C,uc'= 8.6 KIPS THE ULTIMATE C APACITY IF CONCRETE CONTROLS IS 34'.34 KIPS 2 �LWS 2 Euvt� .F KEt I t:�yE"t 'E ' t G , . -- G�iLDEN PEAr: STUD SHAFT AFTER WELD HEAD HEAD D I AMETEIZ LENGTH DIAMETER TH I CKNE55 Le DESIGNATION C I NCHES) (INCHES) (I NCHES) (INCHES) (IN NUMBER (INC - - -------------------- - 1 __ __ -- -- ---- - --- - - -^ - - -. �i(iYl ---- .`�0 r1. �t 5 17.00 0 a b•5 SPACI SPACING mU�SEER tCCEtjTF.1�� T STR �TRC T H _ I�; OF 0 �� r C ROWS RC.k1t .N.�r�E� ------------- _ t{ -- ----- - - -- - - - - --_ ---------- -' - 2.00 0. ter. 00 6. 00 3000 LENGTH OF STEEL PLATE = 14.00 INCHES AND WIDTH = s.03 INCHES. LEFT SIDE STUD'S ARE 2.00 INCHES FROM EDGE OF CONCRETE. INCHES PRIM EDGE OF CONCRETE. RIGHT SIDE STUDS ARE 2.0 6.00 INCHES FROM EDGE OF CONCRETE. TOP STUDS ARE THE ULTIMATE CAPACITY IF STEEL CONTROLS IS 79.5 KIP Puc" (ful shear cone)= 32.0 KIPS Afc= 171.8 SQ. INCHES Ap,o= $7.9 Sit. INCHES AREA OF FULL CONE - EDGES 61.09 SQ. TOTAL. AREA REMOVED (OVERLAP + EDGES) P ° uc (Group act i gar:) = 1 1 .85K I PE. INCHES 148.61 Sty. INCHES NA. NKMO40MM ' MOM ao^w.M omonmsMEET ' 303.444.rA7 FAX q=D%mawm wau "°K"��tKnO�=�� JOBw 0 SHEET NO OF___-_ mY Z-ZI____.DATs-L� PROJECT C= PmsLoma' (' CHKD.BY___-_'DATE CLIENT FINAL 41C AO AO 4f 10 o4, 7 -- ` -- - -_------�� rxL L ' SHAFT AFTER WELD HEADH[OD Le. STUD . DESIGNATION DIAMETER LEMOTH DIAMETER THICKNESS [��CHES] ~______ NUMBER CINCHES) [INCHES] CINCHES) [InCncS3 ---------------- ------------------------ 0 375 -- 6 08� 1 2�8 . 17.00 0.750 . ^ - . 5 625 HUM8ER ECCENTRICITY CONCRETE SPACING �� SPACIn� IM STRENuiH OF '�� OF OF — INCHES [PS�) COLUMNS ROWS -------------- ____RGWS_________________`_________'`_.�- ------------ 8 Q8 2 00 . J0A0 -_'- 6 00 4.00 . -��. OF STEEL PLATE = 20.00 INCHES AND WIDTH = 8.03 INCHES. LENGTH TOP STUDS ARE 6.00 INCHES FROM EDGE OF CONCRETE. THE ULTIMATE CAPACITY IF STEEL CONTROLS l5 79.5 KIPS puc' [Full shear cone]= 32.0 KIPS Afc= 171.3 SQ. INCHES Ape= 87.9 SQ. INCHES D�[S 17� 8 �Q INCHES COME - EDGES= ^ ^ AREA OF FULL 87 g SQ INCHES . TOTAL AREA REMOUED [OVERLAP + EDGES) = . -2-�I�S^ t ` �ear conel= 15 S lS 33 10 KIPS C ��ApACITY /F OnC�EL� CUn`�»�___- . G OL0 & PEAK '2 ROWS TOP EDGE PXCE ' I STUD SHAFT AFT WELD HEAD HEAD ' DESIGNATION DIAMETER L DIAMETER THICKNESS Le ' NUMBER [INCHES] CINCHES} [lMCHES] [%HCH[S] CINCHES) --------------------- _ - _________________________________________- . . 375 17.00 0.750 6.000 1 250 0 ' 5 . 6 SPACING SPACING NUMBER ECCENTRICITY CONCRETE STRENGTH OF OF OF V lNCHES__________ COLUMNS _____ROWS_________ROWS__________ 0 ----------------------------------------- ----------- - 18 4.00 6.00 2.08 , 308[PSI�_ 0 LENGTH OF STEEL PLAT[ = 14.08 INCHES AND WIDTH = 8,00 lHCH[S. TOP STUDS ARE 6.08 INCHES FROM [DG[ OF CONCRETE. THE VTlMATE CAPACITY IF STEEL CONTROLS IS 73,5 KIPS puc' [Full shear cone]= 32.0 KIPS Afc= 171.8 SQ, INCHES APo= 87.9 SQ. INCHES AREA OF FULL COME - EDGES= 171.3 SQ. INCHES TOTAL AREA REMOVED [OVERLAP + EDGES] = 87.9 SQ. INCHES puc' [partial shear cone]= :5.62 KIPS 5uc'= 11.3 KIPS IF COHCRETE CONTROLS IS 45.25 KIPS - THE ULTIMATE . - �- ---- --^-- ' -' -' - NA, NIC0114)KNED xo^w.Im nm9"mnno, ' 303^w,"57 FAX BOULDOLoOLORADO UWM "��= STRUCTURAL `=°� JxxBw SHEET NO -��»�--OF----_- �� m�� PROJECT ��s�n�. CHmm.mY ______ DATE _____-____ CLIENT FINAL C 0 °*= 04, 'fC 7 ^ 0 ~ ^ S el'-7 il 6,0 AO 9f V P4 19 7 GOLDEN PEAK 3 ROWS MG FREE EDGES HEAD HEAD S7GD SHAFT AFTER WELD HEAD HEAD NUMBER DESIGNATION DIAMETER LENGTH DIAMETER THICKNESS Le ___MUMB[R_____[lMCHES3 ------------------------------------------------ [INCHES] CINCHES) [INCHES} [INCHES] 17.00 0.7S0 6.000 1.250 i.375 5.62 SPACING SPACING NUMBER ECCENTRICITY COMC�ETE OF � 6F ROWS OF ROWS IN INCHES STRENGTH [PSI] ___COLUMNS` '------------------------------------------------------ 3.0@ 0.08 3080 LENGTH OF 4.00 6.80 3.00 8.80 30---- LENGTH OF STEEL PLATE = 20.00 INCHES AND WIDTH = 8.00 INCHES. THE ULTIMATE CAPACITY IF STEEL CONTROLS IS 119.3 KIPS Puc' [Full shear cone]= 32.0 KIPS AFc= 17 1.1 SQ. INCHES APO= 87.9 SQ. INCHES AREA OF FULL COME - EDGES= 171.8 SQ. INCHES TOTAL AREA REMOVED [OVERLAP + EDGES] = 87.9 SQ Puc^ [partial shear cone)= 15.'62 KIPS ^ ^ Suc'= 11.1 KIPS _ TH IF CONCRETE CONTROLS IS &OLD[H PLWK 3 RUWb 1 L06L kKLL INCHES 66.54 KIPS . STUD SHAFT AFTER WELD HEAD HEAD ' DESIGNATION DIAMETER LENGTH DIAMETER THICKNESS LL- NUMBER [lMCHES3 [lMCHES3 [INCHES] CINCHES) i-, ------------ ClMCH[Sl --------------------------------------------------- 17.08 0.750 E,000 1.250 0.375 5.625 SPACING SPACING NUMBER ECCENTRICITY CONCRETE OF OF OF In STRENGTH COLUMNS ROWS ROWS INCHES [PSI] ------------------------------------------------------------------ 4.80 6.00 3.0@ 0.08 3080 LENGTH OF STEEL PLATE = 20.00 INCHES AND WIDTH = 8.0? lHCHES. LEFT SIDE STUDS ARE 2.00 INCHES FROM EDGE OF CONCRETE. THE ULTlmAT[ CAPACITY IF STEEL CONTROLS IS 119.3 KIPS puc' [Full shear cone]= 32.0 KIPS Afc= 171.8 SQ. INCHES APo= 87.S SQ. lMCH[S AREA OF FULL COME - EDGES= 61.09 SO. INCHES TOTAL AREA REMOVED [OVERLAP + EDGES] = 198.61 SQ. lNCH[S p^uc (Group action)= 17.22KlPS Suc^= _12.2_ KIPS ..,,._.. NA. WCON ORATED 303.UCM1 09 SPRua MEET 3M.IN.19S7 FAX emm cauww am COMM?" ntucrvt" IIIGm tf JOB # S'SO SHEET NO �� Z- OF BY YPS DATE - 6 S► y PROJECT 6 O DE ^i P EA K Ha s E PRELIM. CHKD. BY DATE CLIENT S ^� �''� ° ' Iyd K r FINAL LUtrl fit+ -i; .s Rviaa� . 1 t tt t Ut' tUUt t ktE STUD. SHAFT • DESIGNATION DIAMETER A FTER WELD LENGTH HEAD HEAD DIAMETER THICKNESS Le NUMBER (INCHES) CINCHES) (INCHES) (I NCHES3 .— (INCHES:: --- � _�— .-- .-- �r a -` - -�.7 J�------ �.�+��- ------ 1LJ4�----- �..i �5 5.F?GJc. SPACING SPACING NUMBER E =10ENTRICITY CONCRETE STRENGTH OF - !J- U t ROWS � - R--- OF ROWS IN INCHES - - - ---- -- ------ -------------- 4. 00 t•• �y�----- - - - -3. �� -------- 00, 3000 LENGTH OF STEEL PLATE 20.00 INCHES AND WIDTH 8.00 INCHES. LEFT _SIDE STUDS ARE 2.00 INCHES FROM EDGE OF CONCRETE. WTPq TOP STUDS ARE 6.30 INCHES FROM EDGE OF CONCRETE. THE ULTIMATE CAPACITY IF .STEEL CONTROLS IS. 119.3 KIPS Puc' (Full shear cone)= 32.0 KIPS SPACING NUMBER E CCENTRIC:IT`i` IN CONCRETE STRENGTH A + C= 17 1. 8 SQ. INCHES OF OF ROWS ROWS It ; HE_ - --- -- ---------------------'---?— - - -- - - - - - ---------- ------------- _ ``r. �i0- - APO= 87.9 Std. IN AREA OF FULL CONE.- EDGES= -61,09 - SQ. INCHES 198,61 SG, INCHES TOTAL AREA REMOVED_.iOVERLAP + EDGES) = P' uc (Group act i on) = 17, 22K IPS STUDS ARE 2. 00 Suc'= 12.2 KIPS THE ULTIMATE CAPAC I F CONCRETE CONTROLS IS , 73. KIP S� Nh,. � : rEfC EDGE5 FREE shear cone) = 32.0 KIPS _ .. A +c= 171,8 • STUD SHAFT AFTER WELD DIAMETER LENGTH HEAD DIAMETER MEAD THICKNESS DESIGNATION NUMBER C I ti CHES) (I NCHE'S3 -------------- (INCHES) C I NCHE: I C - - - - -- 17.00 0.50 6. 000 1.X50 q _ _PACING SPACING NUMBER E CCENTRIC:IT`i` IN CONCRETE STRENGTH OF u;tL+JMii OF OF ROWS ROWS It ; HE_ - --- -- ---------------------'---?— - - -- - - - - - ---------- ------------- _ ``r. �i0- - __ --- 3 - - - - -- - F�. OBI --- 3.00 }3. k�kl 30+ LENGTH OF STEEL PLATE 20.00 INCHES AND WIDTH 8.00 ICiCHES. LEFT SIDE STUDS ARE 2.00 INCHES FROM EDGE OF CONCRETE. INCHES FROM EDGE OF CONCRETE. RIGHT SIDE STUDS ARE 2. 00 THE ULTIMATE CAPACITY IF STEEL CONTROLS IS 119.3 KIP: Puc' (Fu shear cone) = 32.0 KIPS _ .. A +c= 171,8 SQ. INCHES Apo= 87.9 AREA OF FULL SQ. INCHES COME - EDGES= 61.09 So. INCHES TOTAL AREA REMOVED (OVERLAP.+ EDGES) 198.61 G. INCHES P' uc (G roup act i on) = 11.85K I PS -..r. _ cr i WTPq LEFT SIDE STUDS ARE 2.00 INCHES FROM EDGE OF COMCRETE, RIGHT SIDE STUDS ARE 2.00 INCHES FROM EDGE OF CONCRETE. TOP STUDS ARE 6.80 INCHES FROM EkQE OF CONCRETE. THE ULTlNAT[ CAPACITY IF STEEL CUMTRULS IS 119.3 KIPS Put [Full shear cone]= 32.0 KIPS Afc= 171.8 SQ. INCHES APO= 87.9 SQ. INCHES AREA OF FULL COME - EDGES= 61.09 SQ. INCHES TOTAL AREA REMOVED [OVERLaP + EDGES) = 198.61 SQ. INCHES p'uc [Group action]= 11.35KlPS Suc^= 8.4 KIPS THE ULTIMATE CAPACITY IF CONCRETE CONTROLS IS 50.49 KIPS UuLIn STUD SHAFT AFTER WELD HEAD HEAD D[5%GMATICM DIAMETER LENGTH DIAMETER THICKNESS Le ___MUMB[R_____ [ IMCHES ] ____ [lMCH[S] ___ [lMCHES] __ [IMCH[S] ___ [INCHES] ---- . . . 625 375 � 250 0 17~00 8.750 6.000 1 SPACING SPACING NUMBER . ECCENTRICITY CONCRETE OF OF 3F I 57REMGTH COLUMNS ROW-:'' ROWS INCHES iPSl} ------------------------------------------------------------------ 4.00 6.00 3.08 0.00 3000 LENGTH OF STEEL PLAT[ = 20.00 INCHES AND WIDTH = 8.00 lHCHES. TOP STUDS ARE 6.88 INCHES FROM EDGE OF CONCRETE. THE ULTIMATE CAPACITY IF STEEL CONTROLS IS 119.3 KIPS puc' (Full shear cone]= 32.0 KIPS gfc= 171.8 SQ. IHCHES APO= 87.9 SQ. INCHES AREA OF FULL COME - EDGES= 171.8 S0. INCHES TOTAL AREA REMOVED (OVERLAP + EDGES) = 87.9 SQ. INCHES puct [Partial shear cone]= 15.62 KIPS Suz'= 11.1 KIPS THE ULTIMATE CAPACITY IF CONCRETE CONTROLS IS 66.54 KIPS Mom NA. MmORATO ao^wrm nmonmsmmW ' I 11 33^w.VK7mx mouoxonomwmmom ��06"="�"�� JOB # SHEET NO Inky OF___- BY 2_ 12 m It A PROJECT PRsLxme' CHKD'mY ___-__- DATE _________ CLIENT FINAL C CJ"/ w� ~m ~n�� m` /� ^ 'F / �UL0EM P[A� � R8W� � E0�ES TOP EDGE FREE ' STUD SHAFT AFTER WELD HEAD H[A0 DESIGNATION DIAMETER LENGTH DIAMETER THICKNESS Le NUMBER ---__-----___------_-_---_--_--_-__------------_-_-----_---_------ [lHCH[S] CINCHES] [INCHES] CINCHES) CINCHES) 17.00 0.750 6.800 1.250 8,375 5.625 SPAClhG SPACING NUMBER ECCENTRICITY CONCRETE OF OF OF IM STRENGTH COLUMNS ------------------------------------------------------------------ ROWS ROWS INCHES [PS1) 4.00 6.00 3.00 0.00 3080 LENGTH OF STEEL PLATE = 20.00 INCHES AND WIDTH = 8.00 INCHES. LEFT SIDE STUDS ARE 2.00 INCHES FROM EDGE OF COMCRETE, RIGHT SIDE STUDS ARE 2.00 INCHES FROM EDGE OF CONCRETE. TOP STUDS ARE 6.80 INCHES FROM EkQE OF CONCRETE. THE ULTlNAT[ CAPACITY IF STEEL CUMTRULS IS 119.3 KIPS Put [Full shear cone]= 32.0 KIPS Afc= 171.8 SQ. INCHES APO= 87.9 SQ. INCHES AREA OF FULL COME - EDGES= 61.09 SQ. INCHES TOTAL AREA REMOVED [OVERLaP + EDGES) = 198.61 SQ. INCHES p'uc [Group action]= 11.35KlPS Suc^= 8.4 KIPS THE ULTIMATE CAPACITY IF CONCRETE CONTROLS IS 50.49 KIPS UuLIn STUD SHAFT AFTER WELD HEAD HEAD D[5%GMATICM DIAMETER LENGTH DIAMETER THICKNESS Le ___MUMB[R_____ [ IMCHES ] ____ [lMCH[S] ___ [lMCHES] __ [IMCH[S] ___ [INCHES] ---- . . . 625 375 � 250 0 17~00 8.750 6.000 1 SPACING SPACING NUMBER . ECCENTRICITY CONCRETE OF OF 3F I 57REMGTH COLUMNS ROW-:'' ROWS INCHES iPSl} ------------------------------------------------------------------ 4.00 6.00 3.08 0.00 3000 LENGTH OF STEEL PLAT[ = 20.00 INCHES AND WIDTH = 8.00 lHCHES. TOP STUDS ARE 6.88 INCHES FROM EDGE OF CONCRETE. THE ULTIMATE CAPACITY IF STEEL CONTROLS IS 119.3 KIPS puc' (Full shear cone]= 32.0 KIPS gfc= 171.8 SQ. IHCHES APO= 87.9 SQ. INCHES AREA OF FULL COME - EDGES= 171.8 S0. INCHES TOTAL AREA REMOVED (OVERLAP + EDGES) = 87.9 SQ. INCHES puct [Partial shear cone]= 15.62 KIPS Suz'= 11.1 KIPS THE ULTIMATE CAPACITY IF CONCRETE CONTROLS IS 66.54 KIPS L e V / A/7vr wlf�x3o zz,1 K '— ti rvti RK°R IMTED SQI/ �lx ♦S S,6 -- � 303.444.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS ` SSA S43 2s 303.444.1957 FAX BOULDER COLMDO 80301 JOB # SHEET NOS OF BY TP" s DATE 9y PROJECT 6a �-� �fj I'E� K y Jf PRELIM. CHKD. BY / DATE CLIENT ' € y I: FINAL C "� '"� ° C L 13 n; /COT 011 i -C /-�T� Ty E' s /c Co.JC/LErC coaev(E". co41 CIO PC - s E,n6E L c en o6 o It # ,66- / s ZE �P Co- vp lT�Ra,�J , to pow3 4 0 st�os Ra F K w /o x /z S, Z Cl c 4.,.E Z y 11 hm y L 3, 7 � 2 ) e / 9 r,o -- Z 10- 11171 w /Z x / �,9 Tor of w.9« L / ?,6t r .Ii /z;w /y , c C jo of w 41,4, L L e V / A/7vr wlf�x3o zz,1 K '— ti SQI/ �lx ♦S S,6 -- � S43 2s S d LG w /n x Z Y• L CE. z N E 7'� �° L S Q Z U /- Y / Z_ C n 2-r E2 To P L Sa Z-9 " /0 -K 0— y, G coaev(E". Z u /dXiz oot.,.E1 L ya /9 w /o x /z S, Z Cl c 4.,.E Z y 11 hm y L 3, 7 — z yA3/ IJIo / 3R 7 coR�( Z- y a3t- L✓ 10 X / 7— 3, � � is ow C A. Z Y/S33 w /6 x 7 1 - S, 2. C O20rEn. _ L B .TY TAR! / o X Z, c e n. .N. _ Z 3�, o Fce.1 313l�' �� xiti �•Z Co2- �� L 3Q Z 1/o � iz G et 3,�y NA. WCORPORATED Mom 303.404.1951 1319 SPRUCE STREET CONSUSTIN6 STMUCTUAAI FN6MUS ' 303.404.1957 FAX BOULDER COLORADO 80302 NO 9, OF JOB # SHEET BY TIPS DATE / - 9 y PROJECT Go �DC� - P EAK PRELIM. CHKD. BY DATE CLIENT j ; f/ FINAL C 10 4 4 - m d e !� ZNO FL>O�a/� ,$fu13 Z I P/ t... 2i31� w/ox2t >o�S C °A -�rtti L T o P L ZQ Z / w /ox Z2 j0, 6 To / ' Z Z Q22 w/o X 22 / Z L/Szo w /ox Z L 7, o �C Jl,9r' T / o x , z Z. , o Toy c 0 e J, or L k Blo cs _ Z- /37 F��oti / (z,o 1 a/ y w /v >R 2'L- �, r,► ?, CV e k. 4 e T°/ VoC c/ e9 L C4-'L �jf 1' 1r11n A Coa-rLsti ?- //f / -r Cc /l-vE ti Z Q i.. ri I o --pt / Z 7 . 7 C o .L —'C Z Z_ 1 Qf w /O?� 2 7o /° t.. l3 1 / o )( 2 T?/'_ n ! ry /Z xSs' ZS To.* Z 0 z s w IZ Ksa ?- Te r _ Z- CONSULTING STRUCTURRI ENGINEERS 6 5 C 0 JOB # J �J BY CBW DATE z'94 PROJECT �� L - Ptak Howl CHKD. BY DATE CLIENT k • A 5 Ne6 5tif eherS_ Ca.ht ileoereol( W i�x22 e r ; a r I o a of s --h_.__ >- 7 s F1� .i (�v -r�k k (" i- l ) Gap Lu ; + h %s" f; }►mcC s i ifs R e q. A g= _ = P z.5 � w • 6 F� (.6,1'36) A = (.zS�! �4) + (0.375X5.75- 6.24) = 3.511n P= (3. 6X36 = .?s_z JVA, INCOWMTED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 SHEET NO 1 / OF PRELIM. FINAL (. S)(34) • ?4 ((o CAy.75))D = R (.7�5X3i �)[•.2+(6 t . 52 -- R _ 3 K effccf;ve wLb S.5 7 .2 N r A � (U �4) f (. 3 7 5x5. -. 24X� P = (5.57X.6) - 6) = /20 % 5 - k r 6 r - 7 7X36)[0.35 F-riot RcaLct R:(75X36)E6- S5(6t1.25) =S.2 Po- ir of 3 /8 st i f fs. A z (25,x0.35) +(0.375)`8'0.35) Wl Qxs4 , J lhirr� or �- (. ?S)(36)� (b �(2)(�: 2 S�I� '..�..�.►< Fhd Reac-f;an: (75)66)E-0-37(6. f Pcz; r 3S St f F5 A _ (2SY.3'7)' t (3150 P = (7.o3f e)(36) ; Ih+er 01r 76' E n Rea.ci ioh R = (0.75X36L6R315(9 + 1.)25) 1L EQi r 3r St I r A = (250.315) t(. 375)(8 -.315) ►n P = (5.34 X. 4X36. ,lL6 "' 2 Pair (.375)( 8 - .3'1.5 = 8. 2+ rvti INCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB #. 6 S S � SHEET NO 7 OF BY (: B k1,1 DATE 1 ' 12 - 95 PROJECT G o 1 d e h E S 4 15- 14 O u S r PRELIM. CHKD. BY DATE CLIENT 5V) 04001 D n 1 14 0 12k; k - FINAL sT � F F E•� E/t.f ��h S'fi�f h rr5 Con'�;ht.,cd_ WIOX .24 lntreior Enc) 48 1 Pa r 3 / ( S Sr; Pf". A - 6 + �. 3 75X5.77 - O. 2 /. = 3.7 G P = 63.76 x.6)(36) = $i K 2 Pa-; 3 /8 St It FfS A = (25 - Y2e)" t (.37 SX5X7 - P= (5 .R2X. 6 X3 6) c 12 6 1 Nee 167 Q W:- 167 _ 7.73; h 7.73 (25Y_ .24) X 0.55 No I, Ioa (5. .�C.1'�� flag %" St; Check 51c,6 Q.f SU" f loop for f ire pi zc-e ston V en r�er 4-O LL 1 Pa f 55 P /a0 o^ .26 . ro pp;h Iz5QS`r t. allawc,6 s er,► to Ctrl, 143 Yleeo1 125 -3c7 = 86 _0 ° 6 I S 7 �s-�' 0-1) wQ lal r p S TO he 4-' - 7 12. 5 6 #' S To e= 83 Ps f 5 I s Ton r 1 /13 rvA, INCORPORATED Mom 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER, COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # J SHEET NO J 014 OF BY DATE PROJECT Go (-DE^+ PEAK 041 � 0 " 6 PRELIM. CHKD. BY DATE CLIENT 's V, H FINAL F° ^�Gq t o .-r 1- 1111019 T10 Al 1 )VA. INCORPORATED 303.444.1951 1319 SPRUCE STREET W BOULDER, COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # 6SSp 303.444.1957 SHEET NO 01 1 OF BY TP`s DATE �2' �' l Y PROJECT Got, flE-✓ PE�k �/ VJt PRELIM. CHKD. BY DATE CLIENT `S H FINAL f� O 13`/ 5�6 8 -3 /y7 s�6 c- z iz c s'c C -3 133 s'c cd - L/ g" 0 y �� C o C,2-L, P' !2o Sao F It F - VL /G Z- /77, NA. WCONOMTED Mom 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER, COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # ,S$'C SHEET NO �' Z OF BY TPS DATE / 9 y PROJECT GD �-oE� PEAk Ha s 6 PRELIM. CHKD. BY DATE CLIENT `s y FINAL l eAd 0^J C G N , — Cl O CJ F O D - r / ../ 6 f/GLoc..� -10e -6 Gel; G P2ESj //t = S' 000 /°J� /Iio J.v /Xe )r Lao2 Lo/9O C411�5C01, Ar COL t3 /sr / q ' - 1 Col L fl C Cy�� / 7K (C S �� l �l k G3 K VZk vensr cgfe J IF LO/go CJ Ar fS` 4-CLe Coc LoAOj CA.,j O,vLy C,> v ivC1 LE -6TAY I-tRcFwA1 ?%, GAIV.t C F' Z LC jo07 t La A0 = 1103 11-,e )c . 41 �Zk 16 /T. 3 :7 , x S K SF (- E,,Acc f LTG S /.�► 7Q L /1/' Iji✓1 / % A 0" f L o GR 105 ,on 4.0 0, Zo Y K lye ,4etrq ' O +•� K 2 3 S, N -9 SG c)SC 2 Y FC- Zp NA, NICOMMATEO 303.114.1951 1319 SPRUCE STREET 301444.1957 FAX BO ULDEK COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # 4c S'9 SHEET NO 1 0 -3 OF BY TES DATE / L 20 , 9 Y PROJECT 60" PEAK Na Js E PRELIM. CHKD. BY DATE CLIENT °s H FINAL FN 0 C a /-j '-d vi p o or /., C �c.00ti Lo/�o .?LE��cl x z x <�Yx /SS/o�F /.Y7 /F C'a c s T - j o E-✓ c o./ � /� r S Cis Zo „ toe: F7G flooF z x�z.1,s� a. /oSxs� s of /�SowJ = 3 RD 2 X 7 / St C�Nc wA << i FT6 k 1c r 2 . l /,lt"/Ff use Z � y „�o rC,00 r� L�qO vs F C Z FO ti n �K y / J'2J JCCT /aA / fClL/3ih, Z Z/Z Qoq « f FT 6 /. 7- k /FT 41AIt c CE Logo _p/Srez/Qv7e'1 avt'Z /1 2 / 12! 264lo 1..iID)r All /Iz x SkJF 05 Y 2 ° '.,- /vdC F7 6 L /-vE so�Tti of /Y C v Usx Fc /� �r - J�/�r Cf/0o 0, Exi5T, -G /r6 4-1,46 / Z�" w /vr ff6, /vEw COLCJMn! 3 0CC�ti- /�/ Gwo o f C.,A4.cs, 73" � =6 A CHE eK �Z G �9p 6 v E� 6-J-0 ° x 4�= LX /F LnAo SPrCC�o VC /L Fucc C Cz - r6 �H L x 13 c /SSx9�f 7 3 `, 8 S /C t /- y 02,6/ -v 9c. Sol cJ A It A 0 G—j4t o /o KfR Q26, ,--� q7 /cco 1 0 N p6--, � rvA.INCORPORATED 303.440.1951 1319 SPRUCE STREET CONS IMI STKINI.AI EA61NEEA5 9 5-SA 303.444.1957 FAX BOULDER COLORADO 80302 ' OF JOB # SHEET NO BY JPS DATE t °- 9 PROJECT Go G PE yO d J PRELIM. CHKD. BY DATE CLIENT S s y FINAL FN D C'o /� /✓ d JJ GENE /y k Coy o qo H - /y Colo y- iy /8 K l 1'14 -7' cam(, Logo S P o ✓E� Z 3 / /Y2 -f /, 2 Z3 /. S7 Fr U) if L /-vE so�Tti of /Y C v Usx Fc /� �r - J�/�r Cf/0o 0, Exi5T, -G /r6 4-1,46 / Z�" w /vr ff6, /vEw COLCJMn! 3 0CC�ti- /�/ Gwo o f C.,A4.cs, 73" � =6 A CHE eK �Z G �9p 6 v E� 6-J-0 ° x 4�= LX /F LnAo SPrCC�o VC /L Fucc C Cz - r6 �H L x 13 c /SSx9�f 7 3 `, 8 S /C t /- y 02,6/ -v 9c. Sol cJ A It A 0 G—j4t o /o KfR Q26, ,--� q7 /cco 1 0 N p6--, � i2l ek L Pe - pol - I got- Sr 5 ,.; 1, � k/ ♦225' ��.��"- ��:��% c� NA, WCORPORATED 303.104.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS JOB # 303.414.1957 FAX BOULDER, COLOIADO 80302 NO / OF �-�,�J'L ' PRELIM. BY V Cd DATE PROJECT S ' CHKD. BY DATE CLIENT FINAL -� S, & Z — �l, (l a 2Z � /6 C9SF �4' °, ` �l os,F to, js F 2oS ' 4o 12- l .5 r— i2l ek L Pe - pol - I got- Sr 5 ,.; 1, � k/ ♦225' ��.��"- ��:��% c� N► = 059 }�1.7)! o�}Sx�3� = 9 1 " a4 m,d -S Poti �5 = = a•.?3 1 1 09 /D _ 4X9. = �.o68,Y1. - 7 )�, o45� t' NA a+ cInrmer A5; C/. 4 � Q..2q �' 4 9 S nr� S rS AS #4-C+ (4 -fj6) ML = C.0rc 1) 7��.v45�13) � -lbg�� ` A v.8) = 0.28 h2 4� 9 ",g7 (4Y9.75) U.5 If �4 @ I6 E 5A. F4 V r r 4 tf 4 @ 9 1 n S;cl F2.c Y lfor:Z rt � rr o�ts�cle- Fa.ce Li 4@ cnrnr� NA, INCORPORATED 303.444.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS / JOB # 62 J C 5 303.444.1957 FAX BOULDER, COLORADO 80302 SHEET NO / OF BY C (` Gw DATE PROJECT GO 161 P n P1•- I Ma �s PRELIM. CHKD. BY DATE CLIENT S 114 FINAL Des +Sn Planer cW4t1 be fLjce- G r"cl s z. -t 3 Fasf o'r 501` 1r) PlCem'rr Qp fo 77 o 80'-o, Fooi n� ai 46'-it A �Se t �h k �orw11.�1c s1 hinged baN�� f �' eG tbP� �. 5 1a��s, 6.4 C�QXr 2 =C4 4 5= <ovi -a. M X l . 3 '13) 9.4 t � r.4 r /� J o.' L � 4 ` 1.5 iR / a y (4)�b N► = 059 }�1.7)! o�}Sx�3� = 9 1 " a4 m,d -S Poti �5 = = a•.?3 1 1 09 /D _ 4X9. = �.o68,Y1. - 7 )�, o45� t' NA a+ cInrmer A5; C/. 4 � Q..2q �' 4 9 S nr� S rS AS #4-C+ (4 -fj6) ML = C.0rc 1) 7��.v45�13) � -lbg�� ` A v.8) = 0.28 h2 4� 9 ",g7 (4Y9.75) U.5 If �4 @ I6 E 5A. F4 V r r 4 tf 4 @ 9 1 n S;cl F2.c Y lfor:Z rt � rr o�ts�cle- Fa.ce Li 4@ cnrnr� JYA, WCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER, COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # 6 550 SHEET NO ' OF BY CRW DATE 1 1 '3 0 - 94 PROJECT G P e ak r e ack ROL S e- PRELIM. CHKD. BY DATE CLIENT 5d y FINAL S tair Core G -T LtSf- Tank fnrmL -las , Q.= 9' 3 b = 25R- 1 G =5 Design a5 hanged bottom f f (ec -tc f - 6 , e , f1 b/o- =.2.8 ) CA = 0.56 Mx max '(0.0 sX1.7X_o,-SX9) 2.8 K- My + (o0 -71-0 4S)(?) 4 M y r,a,�.= (-.13)(OX 045X9) = 7. X 8 "wo-ll on l„ A M =C. K Try 8 RE wQll As = 2.8/(4X4) = 0.18 4F )-+" A = 4.3 AX4) = 0.27 ",+ @ ?" m'cl - 5 I A5 = 7. 216 = 0 •4 5 E 7.2h4 )(6) z 6�3 4 @ 8 ou.f g ;ale Fpce I se IQ C4,x4) Cc S e T 4 i k For- -c k i h 3 , o t Ta p (f i3o 1 9 Q1 M ►na c C• 0 34 x1.7, :ogSxV- 1. q L As vrr L i = 4 <!24e, 6¢X4 M u tc May. S�c' -/ Yer�F = C.00t�)�BXr�) =0.12 `t h}vr. ,�.Oo��B ��; 0.19 * 4co— 1 11 °V�i s, d& T ►0)4 -tr 5eG -f-, ab I nSrd T"GP 60�0•+� WQlis A C•oo .2 SX aYA) < o. 3 6 4 @ e" NA. INCORPORATED 303.444.1951 1319 SPRUCE STREET ' FAX BOULDER COLORADO 80301 I.MITIM6 MUCTUIIAl ENGINEERS 6 5 5 O 303.444.1957 SHEET NO 1 01 9 OF JOB # BY cb w DATE I- 6 - 5 5 PROJECT G a 1 d Peo k H O is 5 PRELIM. CHKD. BY DATE CLIENT S N O W 0 1 O 0 14 li o p k i m S FINAL FN D Greg c I ni«crDjor Q=-7" b'=6, 6 (,? = 3 f C - 4 N -8 A55wme- Fwll of wQi=r b/a = 6.S _ 0.7,2 o R 3.3 , a . 3 7 C�� _ " `I--. 67 � 9 9 M MQ =(0, 0 18XI.7)(.06 = I . 39 k. ' �5 - 1. 9 _ 0.03 n� (4,,10.2 S) 1vtiE� ma r (. 024x1.7)( 062)( - • I A _ 2 °V�i s, d& T ►0)4 -tr 5eG -f-, ab I nSrd T"GP 60�0•+� WQlis A C•oo .2 SX aYA) < o. 3 6 4 @ e" NA, WCORPORATED 303.044.1951 1319 SPRUCE STREET 303.040.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # O SHEET NO p• 9 OF BY C8 to DATE -� - y� PROJECT 101 Ch Pr- PL µ y L 5 Z PRELIM. CHKD. BY DATE CLIENT FINAL Line A 4. ( = 56'` 8x16 Cof �cw,nw '6 3T ids �8 6 cq P 4 � �� K ► 3o K' � L; ri r4 -4- P (74. 2,Y/- 4 e= irx 12 t 3 us 4 6 117 ©f� ex l5?' A 6i- 1 � -W W7 w4v-- 2 VY = 605H `�os xpj = 520 F p-, (520 x 2.) + (52� x 4) = 3120 ?Lf pil P-1- ^ '520 � 3' = 156o pwF �57p� 44' F7q NA, INCORPORATED 303./44.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS �j�,� BY �� DATE b -10'9A- / JOB# (os ,. I p t'K- t'� ' I PROJECT 6OL0 r L)05E- 303.444.1957 FAX BOULDER COLORADO 80302 SHEETNO �� OF PRELIM. CHKD. BY DATE CLIENT '6 .4 FINAL F'2 O ^j ©f� ex l5?' A 6i- 1 � -W W7 w4v-- 2 VY = 605H `�os xpj = 520 F p-, (520 x 2.) + (52� x 4) = 3120 ?Lf pil P-1- ^ '520 � 3' = 156o pwF �57p� 44' F7q CONSULTING STRUCTURAL ENGINEERS BY CHKD.BY JVA,INCOR►ORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 fAX BOULDER COLORADO 80302 JOB # 6.SSO SHEET NO AO OF DATE PROJECT Gc 4 ,0 --' 1611"t ya y SE PRELIM. DATE CLIENT FINAL COG. 4'M'%'4 eoz 1-11,109 •11/3 363.441.1951 us wmia mw 303.441.1957 FAX " w UK cadUDO=02 commTwc JOB # tr4 Imullas �p , ssC SHEET NO .!L' OF BY 7P3 DATE 2z PROJECT Go L �E N PRELIM. J CHKD. BY DATE CLIENT `r {H , FINAL -�"S NA. WDDRNUM 363.444.M in ma aw Comas suvnaw Ew mas - JOB # 1p Ss� 303.I"AW FAX W U DEk GMORADO I= SHEET NO _LZ— OF BY 7P3 DATE PROJECT '30 C DE sE PRELIM. ( CHKD. BY DATE CLIENT .ry FINAL C LS L'o L M ills -- rM 1 fis o CSC - o G q ,� • � s S� S o S C So cv �3 CO Z CyS Cyc CVO _ 5 - ti y .. — - .CIL5 S . - cN� _ calf- CY3 3 . 4 - c31 rti - To Ty S 7 9 C_ S T c� 0 Ca 4 CC ,S' Ala n r R E C '09 f/ VjrC y_ 361.444.1951 NA, INCORPORATED 1319 SPRUCE STREET 303.414.1957 FAX RODU78{ GmCIRWI 07 COWAR a nnKTVRM [NWWM SSo JOB # SHEET NO '� OF ?P JZ _ S PROJECT G° C DE N �Ei9k 0 vsE PRELIM. BY DATE `r FINAL CHKD. BY DATE T'. CLIENT 670 L C/ M Al S _ - NA. WCORPOMTEO 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER, COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # SSo SHEET NO �� OF BY 7 . ,°J DATE 1 " -9 Y PROJECT G° c D�"� PCE A14'JJ PRELIM. CHKD. BY DATE CLIENT Jr f III y FINAL CO L-j D/ 6"o..,A(I- DECK j V vronT1 o.,r So ✓Tti .l /t7C ors 6 ✓ /cvi.. F. , n r /o.. /� 1 u /Pe tiT�i DY 9 //�6��✓gcJ. I . I 1Z' 3� VE P Zo,,S K 3Z.9 L2T 8 K �Ra Ftoo 1 C ZS yi n yS K //o K III' • P ;tee 1y, 8' Ts yxYx E sc__ TS yxYy ZC,Z TS Y x Y x ? ic y Yx�f , (q / Ts S x S'x s leo I P NA. BACOVORAXiD ' 3/3.Mt.1951 t319 SRRIKE SiRffT 303.441.19S7 FAX BOULDER COLORADO I= CONKTAC SruicEUwu ["WEEKS JOB # S Sa SHEET NO OF BY ?PS DATE PROJECT Go C DE N PRELIM. CHKD. BY DATE CLIENT .S f FINAL Co LG/ M ills 31p1, McaaowEn '. Mom 30.44.M tm gm Snw MAU.AW UX : ' I / Dint aaauoo=M CONSUL `SU`TOM JOB A SSo SHEET NO _ OF BY 7P3 DATE _ 6 9 PRELIM PROJECT G C DE N �E/91 Ho J . CHKD. BY DATE CLIENT S �y - � FINAL CDLS Co Lv M ills _ i NA. NCOVMJiD MOM 30-4".iW FAX W=%aX0RAW=M consons fivic"m t Its SHEET NO 7 OF JOB # By DATE PROJECT 60 f- PRELIM. CHKD. BY DATE CLIENT . FINAL /W AIS 70 NA. INCORPOMTEO 303.444.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS 303.444.1957 FAX BOULDER COLORADO 80302 S'r� SHEET NO /A OF JOB # BY 7';O'S DATE Cy / PROJECT Go ADEN P�A yo U J f PRELIM. CHKD. BY DATE CLIENT .S FINAL Co Lv -I•.JJ S To 2 oo F 2K P /1v L' °L CI S,o T C Z 41S C 3 C y C,S C,5 G. S 9 ' c6 i,5 c2 9 C IT 5,5 8 TS 3>< ?x �A C io TS 3 x 3 ,K ? /L C// TS Y x Vx / Cis CA 7, / l C17 Z y -s /of T y-,< Y x �/( Ci / ?,s 9 Ts 3x3 x�� C/9 /2,/ 1 7 ' cz� t o Ot� z,o CZz z.0 9' CLS 7R l czy Cgs ��7 Ts 3 x.? x i t cZc ZS,G l2' is yyyy ? /c C Z7 ,$, `>' C / TS 3 x 3 x �zy `1 ' CO 3.8 l ° Cjo 3.7 tb - r.5 .3x 7 x 3/! t 111 Mr. JOB # (SS'o rvA, WCORPORATED 303.444.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 . SHEET NO JL1— OF BY 7 S DATE 12 � �� 9 y PROJECT Go G D PE/Y�c No PRELIM. CHKO. BY DATE CLIENT ` , y FINAL — nJo Cut tD Coe- U CRFo� CoG S /2E TS X X� //c C � t>I�'i, S ry TA At v MARK '/- RooX 1 3 7 _ Z-3 I�Z - P cow 9 p T p ,Q Coc. i ` p L� �o� j� o P s Co` p I � coc. CLI K 7 Ts Y3 1 Z1 8 T5Y1 / :17 � $� 5Y3 /- C3 1 - y V TS Y3 C32, Ig it rs y3 — — l -, C33 g � 7 — — C3y 3� $� - r 3 Y3 - - csS IS 1 �' T; V3 I'2 I ^ Lf g� cy FR M � C 3 c yC 11' TS V Y ) 3 5 9 S' T,S S3 S Z /� 1 g,'1 ?A Z° 131 ! 1 7375 19 /So` S' Ts 5 T C 3 7 13 $' ?s Y3 SI 6 y g' 'r S-3 T g Nz- B 75s( 2 3 I` S rss? Zi 1y4 T.ssa c3r X39 - 3 TS Y 3 0 5 y 8' Ts 1 c Yo TS Y3 j 11 /S V 1 Ts Y3 `� Z Y � 13 3� 8' n Y 3 /3 374 T s y3 Cyl Z $� j5 Y) f'RAr,E S' FtiA,, CyZ 3$ �� TS Y? 37 7Z $' 14S? i3 9 S $' Ts sy Z 4 1Z ( S� Ts SC z6 1y7 S' TS SS CY3 Y3 $ 7> Yi Z3 66 g' 7 1 3 79 $ Tssy Zg A - 7 '9 2 33 8 Ts S6 cyy 155 CY 13 Y FA A„E 8 fns.. t , 'rssy _ Cyc 7 -JS) ?y yz. Z6 g�7 Z6 / 1 Y 7:�.sc CV 36 3' 7 Y� Z3 - 7 I 17 76 8' ,�S z i I*1 rJ 6 z.s 12Q -TS 4 c Y 8' _ _ -• Fit ,� f g' Fn A^OE C yq — — — 4 to z� S' rsyj /y 3y � T V3 Jy !S2 3' Tsy.3 — C so z 4. Z C s:'' Ts Y9 lC yt S�lsi Y3 'L1 �3 8' Tss3 — CS1 /© H -rs y3 9 Ts Y3 39 g iT3 13 S 8 �T s Y3 CSZ Oaf CS ' ¢ S' 7 SY 1437 7� 8' nS3 z5 /o z- gi T S SY Zs' `/V? Z S csY 3G. � � — E — ► — csc g' :� s' 7 37 y� y / q T ?! Y.3 y Iz� g's r3 Y3 — �s7 id �' 13 8' r �v3 7 i 8'4r�vs — C $ 8 17 $' 1-S 7 Y3 °� 1 3.5 ��TS cc* 77 ll' T Y.3 5Z. $l g Tssy J? 99 j '5- ZS �zy48'LTss — C6 I 63, 9/ Ts Y 26 $ � 8 � 1SSY 2! /�s� $� Ts 5-S t� ly 62 �' 73 Y3 , Z o 7 TSSy Z /0 6 g TI SS � �13 � ' 'TS S�'4� 171 S� 7sS1 C63 2 S �' *S Y:) z y 8' s� Ts Y3 Z/ ``J $ ZI 90 V TS 3 / I r5- SC c 6 y 2 y T3 y,2 17 y 1 8 T3Y3 Zk 6 9 F �T3S3 K g T SSJ 33 11oz, S Tssy ` 9 l y! 8 T3 5 It C a c► S III 1G.r1 Comm "4 naunw ne.a.c BY TP.s DATE Z2' 1 9 y CHKD.BY DATE Coe U/ -) /",On NA. NKOWRAM 303.4"Ag on Yam STW 303.141.lW FAX Row= cou)"W sm JOB It �SSo SHEET NO /�� OF PROJECT GoGDE -� PE �9k No�JE PRELIM. CLIENT ` y FINAL CoG S /2 6 TS 7-v 2 -3 I -2 - - P c° c. 90D 7 p Coca vpL r roc- c e Ape 7+T 00 Tbt - u TS SB C'GS T.1 y -) Z3 0 8' r5 s 2 7 4 g SY Zr- 12 S s,SS yo /6 t $ � C6C s 7 $ i Yq Z3 So T TS Sy 26 to V TS SS z 2/ -97, 13 $'� SSG yo 17 8� Ts SB 7 - 5 SCI CCU Iq 7 i s Y3 8'� ns ?'Z�_ ._ ?_6 S T,s53 g' T,�s �l 128' 8 ... — Y— 6 42 I VY, I °s 9 3 — _ C69 C7° 7/ $° �S_�5. - rss ? 3 l`7 g' T SST ZY l7i S' rsss 43 riY 1 ESSY Z.S 3 a 7 ?a A 0 $� S S I Ff' I s Y3 y Z $' 7 3 7 S 1_i g g' TSSS -Z — C 73 17 S I T5 Y Z� `� 8 TJ Y 1Y 4 1 l Tst� 13 /o 7j S t Tss3 -- C c 7 y C7G TJ /o� SZ 3� 97 . y3 g s YZ '17 $' Y3 _ -- 3q 8 1J Y $ T tr_Y 116 S ZY /y9 8' is IS /S �� ?3 Y? Z$ g� B � TsSJ 17 $o $ SS C 7 7 - _- Z Z 7 I° 8 �'� S Y3 / g Y-5 $ TS 3 2.3 6$ 8 ?J SJ - — c 7? 1 7 /S / _ $� 73vi I S 6 8 Ts 53 C 80 —_ -g° � ?0 g'' T3 Sil Z 3 l c g' s_ L3 ltd 9 — ap c TO CV,L _ _ . — 8' Ts V r4 V3 C 86 8? css 6G G. 8' C C 6 8. g'. g' $t s53 TS S z 27 Z t3 s L 93 q I 13 g g.� g� Ts Y) 711Y TS - V � Zz 27 I - 7 y /Z° /o G $ 8 7 1 ., Ts s 3 T sss T SS,S C 8 LI Z. l 8 TS V3 �. C Ts 5f — C v 3 3 1 y' n y -y - L SH o 8 '9 1 OE L �L ♦ U • Li At / s .9 x P 3? y9 rvA. INCORPORATED 303.44.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS JOB # � SD 303.44.1957 FAX BOULDER COLORADO 80302 SHEET NO /A /J OF BY E DATE IZ PROJECT (2 D� E 9 K 6f t� PRELIM. CHKD. BY DATE CLIENT f y FINAL e� 7-re q 9t;i rd's S4 u,9tt C REcrANGJc Ati Coc sizE /n 0 9)c xe 1C BASE 1� 7'sVxYx ? /C S8 �$x /oxen I�xSK /o TS Sl xyx �4 �$ / x /o x /o Ts s x s x ? ic go �e-x ii x // l¢'x�x II 7s Sx ,i` X ' A 7 .S' x S x s /� / i 7 / x // X Ts ,rx sx 7 � / VBR lg x / /n!! TS S x S x L SH o 8 '9 1 OE L �L ♦ U • Li At / s .9 x P 3? y9 CONfUITING fiRUCTURAI ENGINEERS BY DATE CHKD.BY DATE NA, WCORPORATED 303.444.19S1 1319 SPRUCE STREET // 303.444.1957 FAX BOULDER, COLORADO 80302 JOB # co SHEET NO 2 OF PROJECT (; O 4:D E f P EE K Ho "'S PRELIM. CLIENT ' o '.j Do's e //o Ploor/lAfs FINAL LA ?E2 � ATEW �9G NA, INCORPORATED 303.444.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS / 303.444.1957 FAX BOULDER COLORADO 80302 JOB # co`�`SO SHEET NO Z' OF BY T f ` DATE Y PROJECT Go GDE ` 10 //Q J S F' PRELIM. CHKD. BY DATE CLIENT S"�'� w o-� `r �+� P K /"'/ -s FINAL 6 4 D E1 6 --� C^o' VEC-o ci7y ?o E' X /�o s cl 2 E e DEl--J /ry r- Qv r v .+ NE�6NT 5 �,s = /G, 38 Bo , l(-n, -• 6 ce p H6 c H T o- ♦S /, o G Z 7 ,ps/w ZO- ZS Zr - 3o' /,Z 3 z Yo PsF .7o Vo' /, j?/ ?5" S' Ps F yo -6o' 1, y3 2-7.9 f'sF ym� am& - �Oe-'04F^V ��'q^k �V0 --w"CC/ ` WIND LOADING ** 1991 Uniform Building Code ** GOLDEN PEAK HOUSE Job Name 07-Jul-94 6550 Job Number TPS Engineer BC Table 23-F Basic Wind Speed, mph 80 | 70 80 90 100 110 120 130 | Stagnation Pressure, qs (psf) 16.38 1 12.6 16.4 20.8 25.6 31 36.9 43.3 � Exposure & Gust Factor: C=1, B=2 1 :-------------------------------------------| Air Density Coef.(.85 for hi alt) 0.85 As =.00256*V^2 =16.38 Importance Factor (1 or 1.15) 1 0-15 15-20 20-25 25-30 30-40 40-60 60-80 80-100 Ce 1.06 1.13 1.19 1.23 1.31 1.43 1.53 1.61 PRIMARY FRAMES AND SYSTEMS CA <+ = inward; - = outward.`.- ********Method 1 (Normal Force Method)******* Windward wall 0.8 11.8 12.6 13.3 13.7 14.6 15.9 17.0 17.9 Leeward wall -0.5 -7.4 -7.9 -8.3 -8.6 -9.1 -10.0 -10.7 -11.2 Leeward or flat roof -0.7 -10.3 -11.0 -11.6 -12.0 -12.8 -13.9 -14.9 -15.7 Ridge Parallel to Wind -0.7 -10.3 -11.0 -11.6 -12.0 -12.8 -13.9 -14.9 -15.7 Windward roof; Perpendicular Ridge Slope<2:12 -0.7 -10.3 -11.0 -11.6 -12.0 -12.8 -13.9 -14.9 -15.7 Slope 2:12 to 9:12 either -0.9 -13.3 -14.2 -14.9 -15.4 -16.4 -17.9 -19.2 -20.2 or 0.3 4.4 4.7 5.0 5.1 5.5 6.0 6.4 6.7 Slope 9:12 to 12:12 0.4 5.9 6.3 6.6 6.9 7.3 8.0 8.5 9.0 Slope>12:12 0.7 10.3 11.0 11.6 12.0 12.8 13.9 14.9 15.7 ********Method 2 (Projected Area Method)***** On vertical projected area: Structures <= 40 ft ht (+ or -) 1.3 19.2 20.5 21.5 22.3 23.7 25.9 27.7 29.1 Structures > 40 ft ht (+ or -) 1.4 20.7 22.0 23.2 24.0 25.5 27.9 29.8 31.4 On horizontal projected area:(upward) Enclosed structure 70.7 -10.3 -11.0 -11.6 -12.0 -12.8 -13.9 -14.9 -15.7 Open structure(only or top story) -1.2 -17.7 -18.9 -19.9 -20.6 -21.9 -23.9 -25.6 -26.9 ELEMENTS AND COMPONENTS (@ 10 sq ft) Wall elements: ****** � All structures 1.2 17.7 18.9 19.9 20.6 21.9 23.9 25.6 26.9 Unenclosed & Enclosed structures -1.2 -17.7 -18.9 -19.9 -20.6 -21.9 -23.9 -25.6 -26.9 Open structures -1.6 -23.6 -25.2 -26.5 -27.4 -29.2 -31.9 -34.1 -35.9 Parapets (+ or -) 1.3 19.2 20.5 21.5 22.3 23.7 25.9 27.7 29.1 Roof elements: ******(for slopes >12:12, use wall values) Enclosed & Unenclosed structures: Slope<7:12 -1'3 -19.2 -20.5 -21.5 -22.3 -23.7 -25.9 -27.7 -29.1 Slope 7:12 to 12:12 (+ or -) 1.3 19.2 20.5 21.5 22.3 23.7 25.9 27.7 29.1 Open Structures: Slope<2:12 -1.7 -25.1 -26.8 -28.2 -29.1 -31.0 -33.9 -36.2 -38.1 Slope 2:12 to 7:12 either -1.6 -23.6 -25.2 -26.5 -27.4 -29.2 -31.9 -34.1 -35.9 or 0.8 11.8 12.6 13.3 13.7 14.6 15.9 17.0 17.9 Slope 7:12 to 12:12 either -1.7 -25.1 -26.8 -28.2 -29.1 -31.0 -33.9 -36.2 -38.1 or 1.7 25.1 26.8 28.2 29.1 31.0 33.9 36.2 38.1 Elements in areas of discontinuity (@ 10sq ft): Wall corners either -1.5 -22.1 -23.6 -24.9 -25.7 -27.4 -29.9 -32.0 -33.6 or 1.2 17.7 18.9 19.9 20.6 21.9 23.9 25.6 26.9 Roof eaves, rakes, or ridges Slope <2:12, w/ overhang, canopy -2.8 -41.3 -44.1 -46.4 -48.0 -51.1 -55.8 -59.7 -62.8 Slope <2:12, no overhang -2.3 -34.0 -36.2 -38.1 -39.4 -42.0 -45.8 -49.0 -51.6 Slope 2:12 to 7:12, no overhang -2.6 -38.4 -40.9 -43.1 -44.5 -47.4 -51.8 -55.4 -58.3 Slope >7:12 to 12:12 -1.6 -23.6 -25.2 -26.5 -27.4 -29.2 -31.9 -34.1 -35.9 For all elements with a tributary area of 100 sq ft, CA factor may be decreased by .3 Interpolation may me made for CA values between 10 and 100 sq ft. ,�07�3 8 3vA, INCORPORATED 303.144.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS JOB # -{ SJ 303.444.1957 FAX BOULDER COLORADO 80302 SHEET NO 21 OF BY /^ Q DATE R/1 "10- PROJECT C� -DIGS 79eaL' PRELIM. CHK BY DATE CLIENT FINAL N! '1 7 6'214 L / D. NU>/ f -,. -Soa Phi It (2r /a //f //f C�i�f W� ll� '� =3zS►U � � 1 � � Gv V LS iJ � V Of 8RlrP- -40 3 0232 7. S4 7.LS' a, N ��zG� s' -R�L7 X 202 _G,SG lf,I i 3v &2-Z 7,22- 21.3 .03 /0 1 /0,/ q�.� 3 -18,q- �"' � .�- G•�3 2Fr.v . X04- �,� 1s Z n ..1` p 6-ILf '3¢.1 ,lq ¢, 2D-D ,�07�3 8 JVA. WCORPIMTED 303.044.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS Q� JOB # SHEET NO � OF BY - DATE o '�l y� PROJECT C222ZaL -4 J / PRELIM. CHKD. BY DATE CLIENT FINAL ]�J! La-� -� z ��SSCIv�t .l �q) /• 23,e/, . . 760 EivA �Lr.� g-,." > / AI 3Gs1:11e..W 4-0 $ /'1 rl /s pid- DI-III- Faa Y/ '01200177 lot - 4(77 i 213 2zo 02G 1, V1, 7 `� ,v2s v3Se la37s�o sal 3 gL�z 3 673 1,Z,/b7 9V7 e/17 W7 •,o4L / zs4- G�3 @� e-. (24# /rs z Its �� /,) qep w f4 -� ,032 2 t .0 c� 430 ,145 3 7 , P, 43D .143 ,off zJf9 i0 M`� 1044- z �Cizo) e, . lit y Iq 2 26 M 26( S) roy3-s N& INCOWDRATED Mom 303.444.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS JOB # 303.444.1957 FAX BOULDER COLORADO 80302 , SHEET NO ? - E OF BY I:;? - DATE ' /t/ E% PROJE PRELIM. CHKD. BY DATE CLIENT FINAL 09 le q '`7 1a f l I e 3) t�l C l� _= /, 0 12- lo7Z 50 VF .Z(o .74- e-. (24# /rs z Its �� /,) qep w f4 -� ,032 2 t .0 c� 430 ,145 3 7 , P, 43D .143 ,off zJf9 i0 M`� 1044- z �Cizo) e, . lit y Iq 2 26 M 26( S) roy3-s 1YA, INCORPORATED 303.444.1951 1319 SPRLKE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # SHEET NO IZ' OF BY 1 p DATE PROJECT PRELIM. CHKD. BY DATE CLIENT FINAL Ea-0 cl 7)(, t . )(z,7) _ 6.6 r 124 _�O, / N - 74 107/ G t ,?Cn 3 17(e -04- -332. 1329 i 2 �•= t 27. ,�, L r ya S 0,64 o ti A- /7 `7Z 57 f� GE3 .47Y/ I ¢ �>Sv /o6, 31! I'?, 490 1,2, 2?9,� "� 21 5R° NA, INCORPORATED a T& 7. �1 N k 9-q 303. 1951 1319 SPRUCE STREET COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # 6 p 3.414.1952 FAX BOULDER, SHEET NO 12 OF BY DATE 9 PROJECT 'ew PRELIM. CHKD. BY ^ I l e-pt DATE CLIENT v FINAL 9-4 4�l` 5�40 _ 60 H El 9�8� z vv� D,F No A- /7 `7Z 57 f� GE3 .47Y/ I ¢ �>Sv /o6, 31! I'?, 490 1,2, 2?9,� "� 21 5R° a T& 7. �1 N k 9-q s 7 1 fyZilZ7" x,57 - X03 ILI T- -4o CZ /Zz �tE 39S , 4Q 7� 8 06 r2a"/< iV6" /NC- Ms's° GocD P i i! ,, � 72 ZQ ' -6 ,�. c ..._..... N /Z. 8 c4ry ?ic 0 �F�o �, /; 1 24 Z /S, / 44,0 �¢ $ 2v4- l3R� 5-2 - 71A .soars v a 1l I � otZ 1 12— OIL ,SV r3 v r3/ I N j • R E > S�f�.9•i2 � ZM�� .� T�s1 -s TU e�3om� He z 7/4� = zr42k� o z 7,4- Q jL JVA. WCORPORATED Mom 303.444.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS Cl7r ✓ 303.044.1957 FAX BOULDER COLORADO 80302 SHEET NO /?-' OF JOB # BY - ' t:: ) DATE ' E 4- PROJECT PRELIM. CHKD. BY DATE CLIENT _ FINAL C j L �esrsTiHY Gvr� ��- Gv 13 -6 7 /3 G7 l� ,232 Igi Sole 1"? 0 2 S / Y ti rv. / z , w Z 13 7 2v C I alz , tz 3 �, /; 1 24 Z /S, / 44,0 �¢ $ 2v4- l3R� 5-2 - 71A .soars v a 1l I � otZ 1 12— OIL ,SV r3 v r3/ I N j • R E > S�f�.9•i2 � ZM�� .� T�s1 -s TU e�3om� He z 7/4� = zr42k� o z 7,4- Q jL ze Ne 91/ I`'to7 D�, NA, IKORMRATED 303.404.1951 1319 SPRUCE STREET' � 303.444.195, FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS 4- JOB # SHEET NO / /c " OF /�/f _ ' 1 - �� rq -elrl Q n ? I BY DAT `"— PROJECT . ` , ` PRELIM. CHKD. BY DATE CLIENT FINAL e- 4-r6A 4c ze Ne 91/ I`'to7 D�, � c f Or S�U 37S� Z ,Cl a v4-7 rF--4 24 2 L , DL Q W�f7 22,5' z L / r IZ S � f °27,4 4- Z?T � c f Or S�U 37S� Z ,Cl a v4-7 rF--4 24 2 L , DL Q W�f7 22,5' z L / r IZ S Mom rvti WCORPMTBO 303.114.1951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS -s7� - JOB # S J `� SHEET NO 12 ' h OF BY DATE 8 ' 1 ' 261 - PROJECT (; PA" PRELIM. CHKD. BY DATE CLIENT / FINAL LA 7"6 u/dR n- // �Y 4 17.0 3 �t 22, Z X07 Z� o al- 1-4;o �,1 �4� 4 a A a7 ;A1 t 2. //, 7 // :.r- eg V /toT DL « r /7, 0 �G 4� a 5- P1,4 oil .aZ, ` 4' - -¢-3 t SL D4 12si7_. �3 / q ,4 Z3 j< E L 93 / /(� �� 15 P74 @ 8 t 1zCr C, S S� ti ti/ or t� / �Z l� r4 'ADO N� /Z, / CAPER 4L 138' 4 p .27�.Nh N • / - •N,a N J \ n Ith) _ ry �, al g 1� 303.444.1951 NA. INCORPORATED 1 SPRUCE STREET jkqa CONSULTING STRUCTURAL ENGINEERS 303.444.1957 FAX BOULDER COLORADO 80302 SHEET NO OF JOB # ! ° g s " u KGC ^� rr PRELIM. BY DATE ' PROJECT S 9 r E c.- CHKD. BY DATE CLIENT Al FINAL B zf� 138' 4 p .27�.Nh N • / - •N,a N J \ n Ith) _ ry �, al g 1� )VA, INCORPORATED 303.444.1951 1319 SPRUCE STREET CONSULTING STRUCTURAL ENGINEERS / 303.444.1957 FAX BOULDER, COLORADO 80302 !� �� JOB # �OS SHEET NO 8 OF BY _�� DATE 1LLl_�4L PROJECT �1/�� PRELIM. CHKD. BY DATE CLIENT S - FINAL 1- 4 7 olik&r1olis c f x'r l�M4 ~ Z� w d' � 13,z k - o ?�o • Z C = 2�t'Z 6)�C pj�oG )WloZ SPc T' wo C 14v -y7?0015 : kk72506r,p- �4�� xZ� ��J✓fr� :5� V (Vk =IE 7V) ,II"nD/9JT M (t� = 1, 71A) 7 (,fi (.7 pt <ru �,, 1'14i x 1 'Z" � sP r- 6,' x" 6: rn = Z /I mWm � NA, INCORPMTED 303.4441951 1319 SPRUCE STREET 303.444.1957 FAX BOULDER COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # (V /+ � SHEET NO ) 2 4 �' OF BY � DATE & PROJECT (xB�� P� PRELIM. CHKD. BY DATE CLIENT FINAL 4 - 1 9 7E4 4 L 6)�C pj�oG )WloZ SPc T' wo C 14v -y7?0015 : kk72506r,p- �4�� xZ� ��J✓fr� :5� V (Vk =IE 7V) ,II"nD/9JT M (t� = 1, 71A) 7 (,fi (.7 pt <ru �,, 1'14i x 1 'Z" � sP r- 6,' x" 6: rn = Z /I lr` 7ZA k,1171 1� Cc r 5, b k- (g ,5k) k-1 ��, 0 k,) rn �Z 6k- 00 --��j � lr` 7ZA k,1171 1� Cc r 5, b k- (g ,5k) k-1 ��, 0 k,) rn �Z 6k- 00 --��j CA 7EiPI9 L W71 r �a 6 T Q � O 0 0 d b h b J VA # - cS'So G o J v14, iv c , #'CS'SQ GC. c oE.r p K JVA , Inc. 1319 Spruce St. Boulder, CO 80302 RISA -2D ( R ) Version 3.02 Units Option : US Standard AISC Code Checks : 9th Edition ASD Shear Deformation: No P -Delta Effects : No Redesign : No Edge Forces : No A.S.I.F. : 1.333 / L, i i 4.4 7 45114 (- Page : 1 8/01/94 ---------------------------------------------------------------------------- Node Database Matl. Boundary Conditions Moment of As Y/y No X -Coord Y -Coord X -dof Y -dof Rotation Temp. ------- - - - -( f t)---- - - - -(f t)- - - - -(i n , K/ i n) - - - -(i n , K/ i n) - - -(r , K -f t/r )- - - - -( F)- 1 0.00 0.00 R R R 0.00 2 11.33 0.00 R R R 0.00 3 31.33 0.00 R R R 0.00 4 42.66 0.00 R R R 0.00 5 0.00 9.00 0.00 6 11.33 9.00 0.00 7 31.33 9.00 0.00 8 42.66 9.00 0.00 9 0.00 18.00 0.00 10 11.33 18.00 0.00 11 31.33 18.00 0.00 12 42.66 18.00 0.00 ---------------------------------------------------------------------------- Material Elastic Poisson's Thermal Weight Yield Stress Label Modulus Ratio Coefficient Density (Fy) --------------- (Ksi) ----------------------- (F) -------- (K/ft3) ------ (Ksi)---- stl 29000.00 0.30000 0.65000 0.490 50.000 ---------------------------------------------------------------------------- Section Database Matl. Area Moment of As Y/y Label Shape Set Inertia Coef -------------------------------------- (i n 2)----- - - - -(i n bm1 W10X22 stl 6.49 118.000 1.20 bm2 WlOX33 stl 9.71 170.000 1.20 endcol WlOX22 stl 6.49 118.000 1.20 intcol W12X26 stl 7.65 204.000 1.20 ---------------------------------------------------------------------------- I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length ------------------------------------------------------ (i n) - - - -(i n)-- - - - -(ft) 1 1 - 5 endcol 9.00 + 45j Q 141k Go (-v6'j 'OEAx C 4 TEe? 94. RISA -2D ( R ) Version 3.02 JVA, Inc. Page : 2 1319 Spruce St. Boulder, CO 80302 8/01/94 ---------------------------------------------------------------------- I J I Releases J - - - - -- End Offsets No Node Node Section x y z x y z Sec Sway I J Length ------------------------------------------------------ (in)---- (in)---- - -(ft) 2 2 - 6 intcol 9.00 3 3 - 7 intcol 9.00 4 4 -- 8 endcol 9.00 5 5 - 6 bm2 11.33 6 6 - 7 bm2 20.00 7 7 - 8 bm2 11.33 8 5 - 9 endcol 9.00 9 6 - 10 endcol 9.00 10 7 - 11 endcol 9.00 11 8 - 12 endcol 9.00 12 9 - 10 bm1 11.33 13 10 - 11 bm1 20.00 14 11 - 12 bm1 11.33 ---------------------------------------------------------------------------- I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb -in Lb -out Lc In Out Cm Cb -------------------- ( ft) ----- ( ft) ----- (ft)---------------------------------- 1 1 - 5 2 2 - 6 3 3 - 7 4 4 - 8 5 5 - 6 6 6 - 7 7 7 - 8 8 5 - 9 9 6 - 10 10 7 - 11 11 8 - 12 12 9 - 10 13 10 - 11 14 11 - 12 ---------------------------------------------------------------------------- BLC Basic Load Case Load Totals No. Description Nodal Point Dist. ---------------------------------------------------------------------------- 1 lat 2 Nodal Loads, BLC 1: lat ---------------------------------------------------------------------------- Node Number Global X Global Y Moment ------------------------ ( K) ------------------ (K) ------------------ (K -f t) - - -- 9 11.400 0.000 0.000 5 6.000 0.000 0.000 .?;r6s4 0 . 1 4.17 Goe_,vC j J'Ei9K c4rE RISA -2D ( R ) Version 3.02 JVA, Inc. Page 3 1319 Spruce St. Boulder, CO 80302 8/01/94 ---------------------------------------------------------------------------- Load Combination Self Wt BLC BLC BLC BLC BLC W E No. ---------------------------------------------------------------------- Description Dir Fac Fac Fac Fac Fac Fac DYNA S - - - V - -- 1 wind 1 1 Load Combination is 1 : wind Nodal Displacements ---------------------------------------------------------------------- - - - - -- Node Global X Global Y Rotation ---------------------- (in) ----------------- (i n)------------ - - - -(r ad)--- - - - - -- 1 0.00000 0.00000 - 0.00000 2 0.00000 - 0.00000 - 0.00000 3 0.00000 0.00000 - 0.00000 4 0.00000 - 0.00000 - 0.00000 5 0.16596 0.00331 - 0.00128 6 0.16336 - 0.00195 - 0.00118 7 0.16079 0.00186 - 0.00116 8 0.16047 - 0.00320 - 0.00122 9 0.37365 0.00443 - 0.00112 10 0.36725 - 0.00276 - 0.00075 11 0.36012 0.00262 - 0.00073 12 0.35836 - 0.00428 - 0.00106 Load Combination is 1 : wind Reactions Node Global X Global Y Moment ---------------------- ( K) ------------------ (K) --------------- (K -f t)--- - - - - -- 1 - 3.15845 - 5.76621 17.59037 2 - 5.62295 4.00705 30.67830 3 - 5.54183 - 3.81212 30.21736 4 - 3.07677 5.57128 17.07693 Totals - 17.40000 0.00000 95.56296 Load Combination is 1 wind Member End Forces ---------------------------------------------------------------------------- Nodes __ ___ = _-- ___ - -- __ I -End =-- __ ___ - -__ _ ____ - _____ - - -- J -End No I J Axial Shear Moment Axial Shear Moment --------------- (K) -------- (K) ------ (K -f t)------- (K)-------- (K)---- - -(K -f t) -- 1 1- 5 -5.77 3.16 17.59 5.77 -3.16 10.84 2 2- 6 4.01 5.62 30.68 -4.01 -5.62 19.93 3 3- 7 -3.81 5.54 30.22 3.81 -5.54 19.66 4 4- 8 5.57 3.08 17.08 -5.57 -3.08 10.61 5 5- 6 5.39 -3.81 -21.87 -5.39 3.81 -21.26 6 6- 7 3.02 -1.21 -12.18 -3.02 1.21 -12.11 7 7- 8 0.65 -3.69 -20.70 -0.65 3.69 -21.11 8 5- 9 -1.96 2.55 11.04 1.96 -2.55 11.88 *6 ,4 u /Z,Zn GO (- D E'W RISA -2D ( R ) Version 3.02 JVA, Inc. Page = 4 1319 Spruce St. Boulder, CO 80302 8/01/94 ---------------------------------------------------------------------------- Nodes - - -___= I -End = ________- - _____ - -_- J -End No I J Axial Shear Moment Axial Shear Moment _____ __________(K )____ -___(K )___-__(K-ft)-------(K)--------(K)------(K-ft)-- 9 6- 10 1.41 3.26 13.52 -1.41 -3.26 15.78 10 7- 11 -1.34 3.17 13.15 1.34 -3.17 15.39 11 8- 12 1.88 2.43 10.49 --1.88 -2.43 11.35 12 9- 10 8.85 -1.96 -11.88 -8.85 1.96 -10.32 13 10- 11 5.60 -0.54 -5.46 -5.60 0.54 -5.42 14 11- 12 2.43 -1.88 -9.97 -2.43 1.88 -11.35 Load Combination is 1 wind AISC Code Checks ---------------------------------------------------------------------------- Nodes Member Quarter Points No ---------------------------------------------------------------------------- I J Maximum 0 1/4 1/2 3/4 L Shear 1 1- 5 0.3642 0.3642 0.2171 0.0878 0.0939 0.2244 0.0647 2 2- 6 0.4355 0.4355 0.2664 0.0973 0.1227 0.2918 0.1000 3 3- 7 0.4039 0.4039 0.2372 0.0799 0.1027 0.2628 0.0986 4 4- 8 0.3995 0.3995 0.2561 0.1128 0.1223 0.2656 0.0630 5 5- 6 0.2769 0.2769 0.1535 0.0300 0.1464 0.2699 0.0675 6 6- 7 0.2670 0.2670 0.1498 0.0325 0.1484 0.2656 0.0215 7 7- 8 0.2448 0.2402 0.1205 0.0055 0.1252 0.2448 0.0654 8 5- 9 0.2459 0.2286 0.1100 0.0173 0.1273 0.2459 0.0522 9 6- 10 0.3384 0.2915 0.1399 0.0351 0.1867 0.3384 0.0667 10 7- 11 0.3187 0.2724 0.1246 0.0261 0.1709 0.3187 0.0650 11 8- 12 0.2504 0.2328 0.1197 0.0243 0.1374 0.2504 0.0497 12 9- 10 0.4025 0.4025 0.2597 0.1168 0.2195 0.3624 0.0401 13 10- 11 0.3063 0.3063 0.2462 0.1898 0.2454 0.3044 0.0111 14 11- 12 0.3187 0.2831 0.1459 0.0443 0.1815 0.3187 0.0385 # es /Z. Z/ Gocve, -a PEA 4 9TE2 L RISA -2D ( R ) Version 3.02 JVA, Inc. Page : 1 1319 Spruce St. Boulder, CO 80302 8/11/94 Units Option AISC Code Checks Shear Deformation: P -Delta Effects Redesign Edge Forces A.S.I.F. US Standard 9th Edition ASD No No No No 1.333 ---------------------------------------------------------------------------- Node Database Matl. Boundary Conditions As y/y No X -Coord Y -Coord X -dof Y -dof Rotation Temp. ------- - - - -( f t)---- - - - -(f t)- - - - -(i n , K/ i n) - - - -(i n , K/ i n) - - -(r , K -f t/r )- - - - -( F)- 1 0.00 0.00 R R 0.00 2 11.33 0.00 R R R 0.00 3 31.33 0.00 R R R 0.00 4 42.66 0.00 R R 0.00 5 0.00 9.00 0.00 6 11.33 9.00 0.00 7 31.33 9.00 0.00 8 42.66 9.00 0.00 9 0.00 18.00 0.00 10 11.33 18.00 0.00 11 31.33 18.00 0.00 12 42.66 18.00 0.00 ---------------------------------------------------------------------------- Material Elastic Poisson's Thermal Weight Yield Stress Label Modulus Ratio Coefficient Density (Fy) --------------- ( Ksi)------------------- - - - -(F )_-------(K/ft3)------(Ksi)---- stl 29000.00 0.30000 0.65000 0.490 50.000 -----------------------.----------------------------------------------------- Section Database Matl. Area Moment of As y/y Label Shape Set Inertia Coef -------------------------------------- (in ^ 2) --------- (in 4 bm1 WlOX22 stl 6.49 118.000 1.20 bm2 WIOX33 stl 9.71 170.000 1.20 endcol WlOX22 stl 6.49 118.000 1.20 intcol W12X26 stl 7.65 204.000 1.20 ---------------------------------------------------------------------------- I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length ------------------------------------------------------ (i (i - -(ft) 1 1 - 5 endcol 9.00 # lcSS'o /2, 2 2 60 c D E '-j pe4k C.1 0 9re4 #1 L RISA -2D ( R ) Version 3.02 JVA, Inc. Page = 2 1319 Spruce St. Boulder, CO 80302 8/11/94 ---------------------------------------------------------------------------- I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length ------------------------------------------------------ (in) ---- (in) ------ (ft) 2 2 - 6 intcol 9.00 3 3 - 7 intcol 9.00 4 4 - 8 endcol 9.00 5 5 - 6 bm2 11.33 6 6 - 7 bm2 20.00 7 7 - 8 bm2 11.33 8 5 - 9 endcol 9.00 9 6 - 10 endcol 9.00 10 7 - 11 endcol 9.00 11 8 - 12 endcol 9.00 12 9 - 10 bm1 11.33 13 10 - 11 bm1 20.00 14 11 - 12 bm1 11.33 ---------------------------------------------------------------------------- I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb -in Lb -out Lc In Out Cm Cb (ft) ----- (ft )_-__-( ft)___ __ __ ______ ______ _______________ 1 1 - 5 2 2 - 6 3 3 - 7 4 4 - 8 5 5 - 6 6 6 - 7 7 7 - 8 8 5 - 9 9 6 - 10 10 7 - 11 11 8 - 12 12 9 - 10 13 10 - 11 14 11 - 12 ---------------------------------------------------------------------------- BLC Basic Load Case Load Totals No. Description Nodal Point Dist. ---------------------------------------------------------------------------- 1 lat 2 Nodal Loads, BLC 1: lat ---------------------------------------------------------------------------- Node Number Global X Global Y Moment ---------------- --- --- -- (K)-------------- - - - -(K )______- _________ - -(K -f t) - - -- 9 11.400 0.000 0.000 5 6.000 0.000 0.000 Go c DE PEf) K RISA -2D ( R ) Version 3.02 JVA, Inc. Page : 3 1319 Spruce St. Boulder, CO 80302 8/11/94 ---------------------------------------------------------------------------- Load Combination Self Wt BLC BLC BLC BLC BLC W E No. _____________________________________________________ Description Dir Fac Fac Fac Fac Fac ______________ Fac DYNA S _________ V 1 wind 1 1 Load Combination is 1 wind Nodal Displacements --------------------------------------------- ------------------------- - - - - -- Node Global X Global Y Rotation ---------------------- (in) ----------------- (i n)---- - - - - -- - -(r ad)--- - - - - -- 1 0.00000 0.00000 - 0.00259 2 0.00000 - 0.00000 - 0.00000 3 0.00000 0.00000 - 0.00000 4 0.00000 - 0.00000 - 0.00253 5 0.22460 0.00345 - 0.00107 6 0.22075 - 0.00192 - 0.00151 7 0.21814 0.00183 - 0.00149 8 0.21904 - 0.00334 - 0.00102 9 0.43615 0.00460 - 0.00122 10 0.42999 - 0.00278 - 0.00070 11 0.42285 0.00265 - 0.00068 12 0.42088 - 0.00445 - 0.00116 Load Combination is 1 : wind Reactions Node Global X Global Y Moment ---------------------- ( K) ------------------ (K) --------------- (K -f t)--- - - - - -- 1 - 0.89017 - 6.00599 0.00000 2 - 7.85172 3.94540 42.21621 3 - 7.77291 - 3.76157 41.75904 4 - 0.88520 5.82216 0.00000 Totals - 17.40000 - 0.00000 83.97525 Load Combination is 1 wind Member End Forces ---------------------------------------------------------------------------- Nodes = ________= I -End = ________- _ ____ _____ --- _____ -- J -End No I J Axial Shear Moment Axial Shear Moment --------------- (K) -------- (K) ------ (K -f t)------- (K)-------- (K)---- - -(K -f t) -- 1 1- 5 -6.01 0.89 -0.00 6.01 -0.89 8.01 2 2- 6 3.95 7.85 42.22 -3.95 -7.85 28.45 3 3- 7 -3.76 7.77 41.76 3.76 -7.77 28.20 4 4- 8 5.82 0.89 0.00 -5.82 -0.89 7.97 5 5- 6 7.97 -4.00 -21.31 -7.97 4.00 -23.97 6 6- 7 3.06 -1.55 -15.57 -3.06 1.55 -15.49 7 7- 8 -1.85 -3.89 -23.44 1.85 3.89 -20.64 8 5- 9 -2.01 2.87 13.30 2.01 -2.87 12.49 -;Pr 9SSv Gv DES PE4K le, 2 y 119 7E/19 (. RISA -2D ( R ) Version 3.02 JVA, Inc. Page 4 1319 Spruce St. Boulder, CO 80302 8/11/94 ---------------------------------------------------------------------------- Nodes - _-- ___ -_- I -End = _________ _________= J -End No I J Axial Shear Moment Axial Shear Moment --------------- (K) -------- (K) ------ (K -f t)------- (K)-------- (K)---- - -(K -f t) -- 9 6- 10 1.50 2.94 11.09 -1.50 -2.94 15.37 10 7- 11 -1.42 2.86 10.74 1.42 -2.86 14.99 11 8-.12 1.93 2.74 12.68 -1.93 -2.74 11.94 12 9- 10 8.53 -2.01 -12.49 -=8.53 2.01 -10.28 13 10- 11 5.59 -0.51 -5.09 -5.59 0.51 -5.06 14 11- 12 2.74 -1.93 -9.93 -2.74 1.93 -11.94 Load Combination is 1 : wind RISC Code Checks ---------------------------------------------------------------------------- Nodes Member Quarter Points No ---------------------------------------------------------------------------- I J Maximum 0 1/4 1/2 3/4 L Shear 1 1- 5 0.1689 0.0308 0.0654 0.0999 0.1344 0.1689 0.0182 2 2- 6 0.5893 0.5893 0.3532 0.1170 0.1692 0.4053 0.1397 3 3- 7 0.5581 0.5581 0.3244 0.0976 0.1447 0.3769 0.1383 4 4- 8 0.2129 0.0479 0.0892 0.1304 0.1717 0.2129 0.0181 5 5- 6 0.3136 0.2832 0.1536 0.0544 0.1840 0.3136 0.0708 6 6- 7 0.3328 0.3328 0.1829 0.0330 0.1814 0.3313 0.0275 7 7- 8 0.2747 0.2747 0.1485 0.0224 0.1165 0.2427 0.0690 8 5- 9 0.2753 0.2753 0.1419 0.0173 0.1251 0.2586 0.0587 9 6- 10 0.3307 0.2420 0.1050 0.0567 0.1937 0.3307 0.0602 10 7- 11 0.3103 0.2224 0.0892 0.0440 0.1771 0.3103 0.0586 11 8- 12 0.2784 0.2784 0.1510 0.0235 0.1358 0.2632 0.0560 12 9- 10 0.4147 0.4147 0.2682 0.1216 0.2115 0.3580 0.0412 13 10- 11 0.2947 0.2947 0.2422 0.1897 0.2414 0.2940 0.0104 14 11- 12 0.3374 0.2856 0.1448 0.0558 0.1966 0.3374 0.0396 v Jw� wDDV 303.444.VA7 fAX 80MM oMaaDO SM WOOD" mucTvm EuiIR[K JOB # � s° SHEET NO Z' OF BY DATE g��'Y PROJECT GOLPAe J BEA PRELIM. CHKD. BY DATE CLIENT 5 N FINAL G •9rE2 /�'�. I I I ALLOWABLE ULTIMATE BEARING STRESS C 3.173 APPLIED ULTIMATE BEARING STRESS (ksi)= 0.551 (CONTROLLED BY AXIAL LOAD AND WIND MOMENT WITH STRESS !NCREASE) FINAL BASE PLATE DIMENSIONS: WIDTH CB3 Cin)= 12 LENGTH (N) Cin)= 3.5 REG'D THICKNESS (in)= 1.764 BOLT TENSION Ckips'j ACTING ABOUT COLUMN WEAK C 'i 3 AXIS = 41 ^ 304 -------------------------------------------------- - COLUMN_ WIOX22 - - - - - - - - - - - - - - - - APPLIED AXIAL WORKINI.s DEAD LOAD CkiPs? = 5.6 APPLIED AXIAL WORKING LIVE LOAD Ckipsl = 3 APPLIED AXIAL WORKING TOTAL LOAD (kips) = 8,6 APPLIED WORKING - WIND MOMENT (Mx) AT COLUMM -BASE . C ft _ k i Ps7 -_ - - 17.6 COLUMN SIZE: W1OX22 COLUMN SECTION PROPERTIES: A C i n1'1l = 6.45 d (inj = 1 b4:(in) = 5.7 SxCini33 = 23.2 3 .4 COLUMN OR PILASTER DIMENSIONS: LENGTH Cin) = 46 iuIDTH Cin� _ 8 DISTANCE COLUMN X -AXIS TO NEAREST FACE OF SUPPORT ( in) = DISTANCE COLUMN Y -AXIS TO NEAREST FACE OF SUPPORT Cin3 = 4 CONCRETE STRENGTH Cf'cj Ckss1 = 4 BASE PLATE STEEL STRENGTH (FY) Cksii = 36 . ------------=------------------------------------------ TRIAL BASE PLATE DIMENSIONS: WIDTH (in) = 7.5 LENGTH C i n7 = 12 BASE PLATE ANCHOR BOLT EDGE DISTANCE (in) = 3 ALLGWABLE. ULTIMATE BEARING STRESS C ks i j = 3.3'+'+" APPLIED ULTIMATE BEARING STRESS C>s:a= 2.320 CC ONTROLLED BY AX IAL LOAD AND WIND MOMENT WITH STRESS INCREASE) {CREASE: FINAL BASE PLATE DIMENSIONS: WIDTH CB3 C i n j = 7.5 LENGTH CN. C in_i= I2 REQ' D T HICKNESS C i n) = 1.22*4 BOLT TENSION (kips) ACTING ABOUT COLUMN STRONG (X) AXIS = - - -- 29.078 303ACM 86 wCE mgr '. �/ � A 303.444."57 � FAX wuam net COMM a C ONKT W c smawu [ ANUS J 12 JOB # s° SHEET NO OF BY DATE V -12-7 y PROJECT G °L p4e-j PRELIM. CHKD. BY DATE CLIENT 5 ; JV FINAL L If rE2? 44- --------------------------------------------------------- COLUMN: W12X26 APPLIED AXIAL WORKING DEAD LOAD (kips) = 4 - -- APPLIED AXIAL W LIVE LOAD (kips) = 3 APPLIED AXIAL WORKING TOTAL LOAD (kips) = 7 APPLIED WORKING WIND MOMENT (Mx) AT COLUMN BASE C +t - kips) _ COLUMN SIZ.E: W12X26 COLUMN SECTION PROPERTIES: A C i nT2) - 7.65 d s in) = 1 . 21 5 c.5 - x 11 1J — 33 . WALL THICKNESS (in) (PARALLEL) - 8 DISTANCE COLUMN Y -AXIS TO NEAREST FACE OF WALL (in) = 4 CONCRETE STRENGTH C +'c) (tisi) = 4 BASE PLATE STEEL STRENGTH (FY Cksi) = 36 ---------------------------------------------------------------- TRIAL EASE PLATE D WIDTH (in) = 7.5 LENGTH C i i) = 18 BASE PLATE ANCHOR MOLT EDGE DISTANCE ( i n) = 1.5 ALLOWABLE ULTIMATE BEARINNG STRESS Cksi)= 3.322 APPLIED ULTIMATE BEARING STRESS Cksi) = 1.175 (CONTROLLED BY AXIAL LOAD AND 3 WIND MOMENT WITH STRESS INCREASE) FINAL BASE PLATE DIMENSIONS: WIDTH (B)Cin)= 7.5 LENGTH (N) i_in) = 18 REQ'D THICKNESS Cin) = 0.934 BOLT TENSION Ckips) ACTING ABOUT COLUMN STRONG CX) AXIS = 29..474 ----------------------------------------------------------------- TRIAL BASE PLATE DIMENSIONS: WIDTH (in) = 7.5 LENGTH C i, -) _ 24 BASE PLATE ANCHOR BOLT EDGE DISTANCE (in) = 1.5 ALLOWABLE ULTIMATE BEARING STRESS Cksi)= 3.311 APPLIED ULTIMATE BEARING STRESS Cksi)= 0.594 (CONTROLLED BY AXIAL LOAD AND WIND MOMENT WITH STRESS INCREASE) FINAL BASE PLATE DIMENSIONS: WIDTH CB)Cin)= 7.5 LENGTH (hi) (in) = 24 REQ'D THIC:KNESS Cin)= 1.172 E:OLT TENSION Ckips) ACTING ABOUT COLUMN STRONG3 CX)' ---------------------------------------------------------------- AXIS = 23.526 i Mom NA. WCORMRATED 303.444.1951 1319 SPRUCE STREET' 303.444.1957 FAX BOULDER. COLORADO 80302 CONSULTING STRUCTURAL ENGINEERS JOB # 6 SHEET NO OF BY 7w DATE f�— 9 S PROJECT G O " Elj / f EA a PRELIM. CHKD. BY DATE CLIENT r 5� H FINAL LA rC/L o9 L S7' ✓C7 eZ /; L EcEM c v i- E QE7 - w 6 j 170o lqN O w 4poE -Jf pow La -4 = o, S S x /,Y� X /6 E Y x i. Z x J= zyi.,f w. zy.�sf ' x ix /a A ✓c_s /2�_'��Fr' ^w _ D2 r wg 4c. Pam fi t; e- w : a,pSo "ffs _ 6 &44111 7 f � y 3, Z k_f / _ C o U L V `-�._1 Gt _ 7_s Z x S` x_ 1 / -7,,t 7 �X