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Home My WebLink AboutLions Ridge Filing 1 Block B Lot B4-B5 Sandstone Creek Club Bldg B.PDF J 0 U Ne c LLr1 ° W C ry O -p N O L \ z N O C) Y \\ \\ \ \ ,\\ / \• C z 2 2 m \'� OPTIONAL 13 STALL PARKING AREA WOULD Z 3 3 cn - 3 3 (— \\\ — \\ \ , 7 \ \ REQUIRE RETAINING WALL OPT I LU U o C >% *- - N \\� \ \\ i J •,,. ,, - EXISTING � � N\j ,�\ O � r rn / ,` o .9 \ U d d N O� C \\ i / i _ _ I2 50 /o NOTE: \ f SLOPE 0 0 �n v — TOPOGRAPHY PREPARED FROM AERIAL PHOTOGRAPHY CL L. — \ ` \\\\ \ j J; \ \ BUS STOP _ \\ \�\ -•�� DATED JULY 25, 1988 BY LANDMARK MAPPING ' \ �J \ 2 IMPROVEMENT TO VAIL VIEW DRIVE AND VERIFICATION OF THIS ROADS SIDE SLOPES MODIFIED BY FIELD }� \ � ` v �f �\ EXISTING , ` Oo�o �9 _ i --.,.� \ 90 \� \\� \ SURVEY ON 10- 31 -90 \`\ SLOPE / --- _ 4.00% \ \ \\ f-,� i� d�rkat- ftueb &(PO 12 .5% Chad �3. l TEIUNI S 86 - / COUR TS f W F, `?E7 �° L \ \� \\ \1 �` •5 P � H �`�\\ ` •, / n �P�[ SNOW LLJ { / if \� - ROC .ter i�� « ' \ LANDSCAPED AND i I � DECORATIVE PAVING � - '\ • y • -- � � \ \ \ \\\ \\\ \ ( , � � �, O IV ,NO +' `NPG`E /gE�" GRAVE,` PAR G Gj o v^o \ \ \\ \\ , Ow L AR \ \ \\\ \\ \\\moo Uj PARKING I� ) ONCREC � �.6,,, ( TO BE SAVED ) / . \ \ \ \ \\ \� \\\\ \ � f� � ry. BARRICADE ', pPN \\� \ 1� I / STEPS � ; , 3 t \ \ \ \ \ \\ \\ \\\ \ � 4 P OJ W `�� i� EXISTING WATER ' -� ' '` � �\\ \ '(4' \ \`F 6 O \\ \ � .�, � W cs - �o LO �.� SERVICE LINE -4 EX �NG `^�, �� \ \ \ \�� \ \ \\ \ / o g \1 FARE 'DRANT �� / �\ `� \ \ \ \\ \\\\ W U� o ��' REMOVE ISLAND AND CaJRB /� �\ \ \o \ 0 0 '1 �� PRO'/IDE NEW CURB ADD , 'IpPRK� GUTTER AND PAVEM E I I / 64-. D `t AREA >11 d�� war �/ �-' INLET G ! \\ \\\ \\ U E ` � 9 �' ° \\ \ \ 0 FIR TRUCK ' ti 6 ` .s - k �,-� 0 o Np 6 OQpS p F O 0. TURN AROUND -' J � z Q CV Osso \ \ " TRANSFORMER \ \ \ \ %4RE fNLET AT �- / ", �w�` �.. , \ j LOW p0f NT \ 1 \\ \ c'po (� el -,__, �•. ,---r- �. i 711 - 42 XISTIN�� \METER r t. D �t4 / , / ' I v a, m a, , T O — O N f- - NG-�`Ex�syt NG ;' R,,,,,, `--'- _ / CL UB S�, . ,ter" N v -- I- I / u r'` +`` iOG \ I I L N O O O O O O = i S' +' HOUSE c ( J OPTIONAL PARKING l C \„ / 'l LOT 42 LEGEND z _ FF=69 / 7 / N N,,,.,,•,.,,N� I ` MANHO E j :� . CONCRE E PICN\C ,l0 (D _ S - ,,.., AND I N�L T J /000 f° LLI I ' ;� 5 FF-60 54 ' A R EA r/ \ OD \ �'j• rt, (`` o� PARKING SPACES ° _ w GRAD I � — GRASS CREATION p o cvn z F- of / / = E 3 ❑ 0 / I DUMPSTER LOCATION J z I \= 52 ........ t - SWALE AREA � z Y / / N 2 / �' I � -ST-- EXISTING STORM SEWER ° ° O \ \ /� FF=69 Z/ .l o — ST PROPOSED PROPO STORM SEWER N a W w w I S E D T (' cn N I I ' R., „ r \s ' I A„ C i =/p�`� I, \S --------6"y--------- EXISTING WATER MAIN ` o z o I \ „N,NN,NN ' I - ----- ---- - -- MAIN ��x I I _)(I \ \ O EXISTING NATURAL GAS C ry rn ►n I � STI NG� \ \ \ \ \ „F lJ/6' „r' t cu ` NG \° D _ CL \ _ _ \ _ --_ ___ --� \ EXISTING PARKING SPACES =82 �° (D Y �_ 0 // /'f'—� \\ \� �R- \ \ PROPOSED PARKING SPACES =100 /j �1 6STOIVE,— CR�� ' / _' �`\ 1 PARKING SPACES OPT # 2 1 3 \ ' 0 /��/'J� �' \ ✓ PARKING SPACES OPT # 2 = 9 vv z `t = 2 8 —_ — — / / / /� / /,� — \ \\ // \ TOTAL PROPOSED PARKING SPACES (� W p INCLUDING OPT LOTS = 122 Vt D V C C' 3 Y N Q U .. zol ( C \ ✓ Sheef number .� <� f �,(� 30 15 0 - 30 60 7 Z 2�J SCALE 1 " - 30 ' S MART IN/MART IN assumes no responsibility for utility locations The utilities _ shown on -th-i-s--drawing have been plotted from the best avai [ able information I T, It is , however , the contractors responsibility to field verify the location of all utilities prior to the commencement of any construction .. � �!.. . I. l) �' _ ... v .w1� ��_.\ .ii V.�.A .. ' �� V \ilu\•`.� sAl �, � � � U`�av_`� . �' `� � �! V►« � 3 ' 11ltr�Gh a+' rw G.r o.a�U u� .c �P.\ pvv\C.\ w�i �aY .,_. ,�\� �tC: I.� . c�i nrc�'� i IJ LLiL �! 2 W ��riLtE �i 1 _ if - � \ 00 �✓.oci. ri.�'\c .n . nc) 1`. 1\ \ 11 I. \� l 1 , / � 1\. ri - ;. ', _- •4 _ a � �li R r. L.�lly4.t,U ice , ,., .-r Aytek i ' I "r7\ LA \l � _<. 00.pE t i m co N O `-� C ° LILI o Y \ \ o INSTALL APPROXIMATELY (55LF 6" DIP 0- � o a I I o E I l \\ \ C / \ � ; � ,Q�L � INSTALL 6 TAPPING SADDLE ° ,n 0, -. X, \�``� \ _ EXISTING N AND VALVE N � aa) aoi � n / �� \\ \ ;r SLOPE \ ° Z 1//��/ J \ NOTE U d- � d m \\\ \ -� \� BUS STOP \ �' 6 --°\ I TOPOGRAPHY PREPARED FROM AERIAL PHOTOGRAPHY Q Q a — \ \\ \ l\`�o i \ \�\ENp_ O ? DATED JULY 25, 1988 BY LANDMARK MAPPING ,'�, SHn� R - - 9? \ � I� " \ 2 IMPROVEMENT TO VAIL VIEW DRIVE AND VERIFICATION 1 / OF THIS ROADS SIDE SLOPES MODIFIED BY FIELD `gym �\ EXISTING ` ° ;' ` -� ,� \ 90 \ � \ \\\ f SURVEY ON 10- 31 -90 12 50% SLOPE / \ — 4.00% \ \\\\\ \ l I s nlnll \ \\ 86 rE \ COP 400. 14 .,\ -� \ \ \ \ \ \ \\ \ \ r \ J W \ / i LANDSCAPED AND R0CK �r ll'1G N✓gLL ` \ \ \\\ \ \\ \ V GRASS DECORATIVE PAVING _ a ( , � \ 5� � � \ ..`. - ; �� \ \\ \ \ \� \\\ � . \ \\ ,,• � / ,' 74 `vPCyE gE�- `GRAVEL' PAR,,��.��G � °�° `s/ GRASS 6 ORA ,.` ( GRAVEL` TO BE \ \ \ \ \\ \ �\\\ \ W W \\ o CONCRE� � \ 6'� REMOVED AND � MATCH � \� �� \ \\ �\ r / RAISED / pP�1 r REPLACEQ WITH EXISTING \ c' \ \ \ \\ \\\\\ PS PLANTS ' SPH�4LT ,). - °° /' \ \ \ STEPS � ,A. � PAVEMENT =� \ \ 18 \ \ \ \ \ � W EXISTINS WATER 0 ON gELO W ',!� SERVICE LINE `;�EX TONG ` ,. 6, 4 \ \ \ \� \ \\\\ \ W F E HYDRANT NO v� �Q� REMOVE ISLAND AND CaRB i t I(VTALL NEW FIRE o\ \ �' \� \ \\ 0�\�\\ 60 PROV DE NEW CURB AND \ \ Q 10 FtK�NC' P �� GUTTCR AND PAVEME �� ?" �/YDRANT ASSEMBLY \\\ ; AREA \ \ Uj ( I 6Q, . # ,, � ,`7 \ / ) INLET \� / 76` 2 •�\ ��, O a D\ \ 0 FIRE TRUCK I 1 - 66,---- `•, _� �6g 2 O�?� �o \ \ \\\ \\\ ® Q 1 Np Qoe�5 0 / /�\ 1 \ \\ \\\\ \\\ \\\ 0 TURN AROUND � �,� -�� ,v i � - _ ti ., XIS ING 2 00°/ S Q� S7 OpOS \ p:68 � l f fr �� EL EC \ \\ \\ \ %ARt X01 N T LOW INLET AT s r \ TRANSFORMER \ \ \ cP : 1 \� FE GA C x,S r�N METER ' °� °'°' Iry -N G---\ x!SAN ,.,R...... `- /i CL CJ B T /S". \ ' ,, ' , o��O r` ' N G +'F . _,, 0 00000000 LEGEND z 9 , :,;:, . Ld cr- I ........................... `' ".. N1ANH0 E y ;/;�, "� CCNCRE E PICN\C 5g FF=60 . J�4 1" ,.,.,.., AND I N�E T j,;., �O�je�/d,;� AREA I / / U '- w ' : s r`. •..i'``` . . ''/,� '�.'i -rte CC Z O w z PARKING SPACES �' cn F- F- cn i cn = cn w a GRADE 5N = CREATION p � � C cn � ?��-- GRASS I� c� F- _ w L' ❑ o z �- 0 � o LU / AREA I DUMPSTER LOCATION o Iw- 0 S WALE '' ' 0 z 4- � z f- Y T = �' 3-1 _ a n `' ` ST - EXISTING STORM SEWER �°� j a o 0 a `" LL \ FF=69 2/ I �' } -� ; �, ST 5—P� PROPOSED STORM SEWER z ° N O 0 c_wn cwn w U' I I 1 \ 1 I 1 �,,,,,,, I ( � I I 1 � \S --------6 W-------- EXISTING WATER MAIN a s o `" S � ��yy ��yy ��yy //yy r 0 4_ lL LL LL I \ \ I ` - - - NG-- -- EXISTING MAIN I .,,,.,F / \ --� I ' � � \; '' ;�'' �.' \, NAT .( 8 �' \ NATURAL GAS o m c ry ro LO tD ti 11 co � 8/50 — �- -- � � _ — �� \ /S�EXIS a I � ` �\ �. � � \ \ — W — PROPOSED WATER MAIN N .� "' ,,, a \ t EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT NO mom Cj) EX _ EXISTING PARKING SPACES =82 O x �� \� \ \ PROPOSED PARKING SPACES = 95 — l \ TOTAL PROPOSED PARKING SPACES D O :-3: INCLUDING OPT LOTS = 95 — — 816 / E J / \ C CP C' u \ a O a) -a L \✓ Sheet number 30 15 0 30 60 i SCALE _ A MART IN/MART IN assumes no responsibility for utility locations The utilities shown on this drawing have been plotted from the best available information It is however , the contractors responsibility to field verify the location of all utilities prior to the commencement of any construction - j � •u - C/ 1 1 i:�2 - �. { ( 1 x -TT AT ��. Q ; •� � � � �� - ' _ . - .,_� - ,� ' � . � • ._.__ f - • _. ---.. � �- � � . 0 - 1 . ASS• 4' i I'i �vil� T7- �'�6.>✓'� l.' ,�:�a� � __._.'_.._.,.� ''_..t`�._.._:�,,'::�,w �NJ \ � r ; 0 j T `,�`�'� ._.±� _..., ��...._ ,_..... ( - � -,` �1Vi ��/r' #�ri�L/ter V s a _ ; �� - _ 7+Y. 1;,yf.,•.s.-, s .t,' •, ICJ i1� _ 1 """ lr' F./'% - L!' ��.s'iP"'^ r x -_... �. '.•+'-�i `�.�cm� . rf�� 1Y 0"z I - - -Z. :� -_2yi# 3it �. �?' �� __ - (•� - ,-� it - � 1� g - ,. . _ , ' �b' � ��#r-:� `i��'�. i<1� 1.�''� µ L•.._�C.- � ��i`# - � _ �, v .. :� - _" s .•-,+•*�Y r.tl f', ` - ,z _ y r '/rf►��"r`/s __ '� _„ _ _ .,.a r 1 c , , _ �� i� t j�{��.y'�.�".�,.i� � .,�',..-`" i ' � � `��r+sr�++rte/J �1✓��r'_'�",y'�-++ F !.%i"" .. _ . b . _ .{/'_ 'w•tw. i+� �, . $Sy i ;.,w" ,. . . ' � .. � � -- ..._.ter.... IL 11 , - 4 r �� f�.'��'� � a-��. � � . , �` ' ��lam° _ �� ; � - - _ - � • ' , • ,` # _ 1�1 -�""r-' Pte?_• '�°" � �.^ - i ,. ,,,�• -, f , _ t _ ► _• �—{��f�° _ �.•��-a."" ` i". .' �°' - - Y ' - ," ! _ _ 2r.- � ��.��: .=-��'�_ � •��-�° ��• -�?'�.lam _ ...�..-'� �€'�„'.,.�. � , . t , I—T..� _ ""` a _� �� GAG, • r.-�,•- -` -��r� r�I � 2,� fi,�� :. , . ��r r - G.�: QI 4 oie �� t �O V ED ❑ AS AMENDED OF VAIL t ! DAT SIGNATURE � I`9iNG �_ _.._... f sy t i ------ . e, �.� s'RI�S - - ---------------- , TF,1S SET OF APPROVED t O JED PLANS 1" . BE ON THE JOB AT ALL T{.: CONSTRUCTION date: project - sheet no: �' of: 14- f; ;Vt.. I TO DRAWINGS s v z ❑ Q q a ❑ L7 C7 �I NO. DESCRIPTION p C 7 q Q p Q ° '1 Site Plan o ° a n ,� - Q p � � _ - a - D I D 2 Typical Unit Plans QO o a a yl� El 3 Ist Level Floor Plan 4 2nd Level Floor Plan a Goa R 5 3rd Level Floor Plan Ej 6 4 th Level Floor Plan Q a 7 Loft Level Floor Plan Bldg. Section ^►DER ❑ <j moo 8 Roof Plan C� tiS R► 9 Elevations ti a Q A 77 70 Building Section �TArF tiw ° ° 11 Building Section / Details '° J °El ° _'12 Buildi n S ection Details R o� ° �° / _ . 13 Schedules Building Section 14 Interior Elevations 15 Tennis Court Plan & Details STRUCTURAL SITE LOCATION IVIAP- _ S1 Foundation & '1st Floor Plan -- I " S2 2nd Floor Plan 2 S3 3rd Floor Plan S4 4th Floor Plan S5 Loft Level Plan S6 Roof Plan x MECHANICAL M'1 Site Mechanical Plan v - M2 '1st Floor Mechanical Plan M3 Typical Floor Mechanical Plan M4 4th Floor Mechanical Plan { M5 Loft Level Mechanical Plan M6 Building Section - r M7 Waste & Vent Diagrams M8 Water Riser Diagram M9 Schedules & Flow Diagram ' A VAIL RIDGE PARTNERSHIP DEVELOPMENT ' ELECTRICAL E'1 Electrical Site Plan & Legend a E2 Typical Units Electrical Plan r E3 7st Floor Electrical Plan/ Phone & TV JUNGE / ASSOCIATES / A IA One - Line Diagrams/ Luminaire Schedule ARCHITECTS / PLANNERS E4 2nd Floor Electrical Plan/ One - Line 3405 PENROSE PLACE BOULDER COLO . 8030 Diagram/ Panel Schedule 303 - 444 - 2987 E5 3rd Floor Electrical Plan/ Mechanical Equipment Schedule _ _E6 4th Floor Electrical Plan 11 IN B E7 Lo°'-" Level Electrical Plan/ Roof Plan , r y RD2 93Mr-T O Z W O Q w 5 – - n N � e ,r to lo Ns, \ter I >�R Fm or- 17-�w MH a ac - \ - w 0 N J ((r 0 11\ � Q aW I 1Z 33? 70 �\ `' ,A J -dl % �� I COMMONS A \ � AY Alo af `,a �t� t�"P�'°- ``y-.,�"'-.` - ^ u•+�wN�a. .. ,. -' �1 E?4 �-B,g LIoN"y KJ�G� SU6D1�/15raN KIM POP O ►03.73 a — 5 p _o 5 Irk PL 58.56 5 a�' r9�� O ct (D - �3z 59 ,Io7� v 1 r' 0) lP N,-� — -- � ! �� _.t�x.t�t7 � r 2 28 I I' � � W Q Q W X117 Ui'�5. 1 i� I� Fttil Z7 `� �t A� I q 7 0 Q NAL1^ ' - - . � 7t\\'�//1 - - ,� � - i _ ///' ,°cA.I.;i• ley l �.. 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II '� ' - �'+tii {�, lI A,1 .�__i - /iJ l ,� .► �+ll - F ,/ -I'l l '' - It SLUMPSTONE" BLOCK WHERE '� \ , _ EXPOSED ON EXTERIOR OR INTERIOR. a __�_ _ _ _ __ _ f _ 07"4 _ __ w _ _ .__ _ _ ___ _ �_ _-_ ---- -- ---____ r MASONRY WALL REINFORCING: FOR MASONRY WILL REINF __ �I9=¢�- - S'-4 8rr 14-16 8� lob 6 5 6� r ^ - �- 2?tDY, 8r1 5�¢� Igt¢ -_ - 8'O p rt , -f4 ! � , + 1 t + ! !t 1 r Tf� DUR-O-WAL Il0 , HoR1Z. D ! - a q 1 9.4 !�-D 8rr +¢ '8r,c_ 1?-8 vdo _�D Q � AN DOWELS, SEE SECX� � �•O -_ �12'8 �.. __- d. I' _ __ _ _ v; EXCEPT w'HERr DTNERWI SE NOtED - -- - --__ '- __ _14-' -____ 1'4' _ , ' -" { o ON PLAN PROVIDE *5 (9 4'-O VERT, - - - _ ________ _ _ St ,;T _y E 4 2 \ FOR FOOTING R INF LAP VERT• BARS 2=D AT SPLICE. — 5I'�_ �;_gH111` SEE SECT. 7 EpGE OF CU C, W a Nt y .<<' t r,.i - f ; SLAB 0 Co r, � 50-lO 0 � Milt Y`m CON IJUoLIS BOND AMi p IQ, +' REINF. 1.1 2 4'S , CONT. - O i ! rr I( l 1 FOR BOND BEAM AND DOWEL J'? ►n t O ! Q a C -_ _ S _ _ _ _ -_ ___--____ ____ - ' - a REINPQRCA16, SEE SECT, t + _____.__ __._ _ _ __ f_ ____ _ _ __ �T_ _ !` }} 7, r , S/ a: r t c -_____`_ _ } l S! 3�0 ' , r 2 3' I E Lr4 -G� 3•d L _ �'�?'.�. �' = , 3-0 + ! p - -W V _ WALL VERTICAL REINFORCING ns + a ► (-` + } i _ Q - j47-Co) . . _ i �?T--_ _ 3 D i SD-!O 310 5(?-id 3.O _(47 . -_r*--- .xvJ}v-- -- LOCATION. /J��fJ� fI(/�JJ(�� 3 _ .. { c� r i G �- f ' Si.r\r T-! 1./1 7 1 L !I"/,O t .-._.__...-._.. ..� _•--'� - +r «- p-_'_ r f { ,i d CON -'O WIDE FQOT14G 91,VF,' -., ;a yi,- , '" S ' $o.jQ ' 5D. O 52'•2 50'.10 r w 4#5 CONT, ? TOP, 2 SOT. �_ i ('`�'� � i 5-�_off-r 14 5 T/RR UPS a 4'-O. I u �° ` r° I } c"XTEND C4NT, BARS MINIMUM �SCNEC�tILED F-0OT/NG 8n 2'-o Iwo SPREAD Foonmss. RElI4FORClfJG. i • a� 1%9 r 2'-O 3'-D 1 �► 8 �' 'j 7 $1MILAR �� I f SI 61 i SI � ' 5'-O ti 5`•O r 4'-O t co SECTION- 2''-1'-o sEC T'l0 2 2�=i'o 1 1 co -- W co a Q',. 2:O 1�tlDE x l�a - •, ¢" THK:,C014C. SLAB t 2 DEEP cover FTG. •-• _ OVER - 4" GRAVEL 6ASE, "� C, EXCEPT WHERE !� ; o REINI= ]RCE SLAB WITH n D Ct ` OTNERHUSE NOTE to G x!o-iJ r.4;�til,'4 WWF. `� " v, Rr:tNFORCE ?'O �- TOP OF SLAB EL,=51 r- (n 0 - WIDE F7G. AS 114 ; ir, GROUT WALL SOLID W $ELT. I °0 7-O l0=8 /7'• 4 10=8 �j+•o .. 41 FOR MASONRY WALL REINF. � � . _ __ _ _ A � �- DOWELS AND COIVT. FTG. RE/NF. J ' - - — #4 x @ !G", 1 S/ A '` i° "3'-8 2'4 O; Q, SEE' sFCr. l ' o co - Q Z1 . 41 1 t I S1 AT LOCATIONS, 4x v !lo . -- 2 4 GONt __ _. _t '� a ' - 2 4�S BOND SEAM REINF 0 - :2 U to SING "Ru , - �} ��l�G , ( - _ --:--��°-- +�, N T 50.10 r`a 0 ", -.` ,, �?- r "! t - 4:Q 2• t 3#(0,vERT. t} 306, VERT, 2!8 4.p r N O � .....+ t,y,�,A"a%;:y�tleflJ. R+Y�:.,v�...1xh w My _.. .b. --•.... ' . t r..,- _.r,.�u+. , ' 1,. '-_,, 50.I0 j� ' .; O , —• • ,'x „ T....J.'+t-±- ,�.,k,_ Tt� ,.1 „`^ •'.'*_ GROUT I�IACL SOLID - �{%9 - yf!(t �n I= 012 MASONRY WALL REI�t, ) I FORMED o-` ►: , " ` (47' O' U W - _1 (30f4D BEAM,' AND DQNEEL ^ VOID. Q �q„ 4-D 4.0 ��, U O gy CORNER;BARS �, 4_ w - R/V'�/vr, SEE SECT I L 210- j 4.d (N . S}. _ '�` O l CORNER BARS p °0' -� �' ! a _ _ AT G VERT. BARS, PR V bE _ W - '# =o t - <r Ca x LzO,4ELS x LAP G BARS -� x o• 2.Ok'?-O QLOCK - _ 24 AT SPLICE. 1� n , DUT FOR ELEVA R ' n 7 0► i , ED I W O t - L - _ ' JACK HOLE. S! ti O SI �;+ ;- -�- GROJt:+IAL:SOL10 N O ST1o�` d ?�=��a - -- --- -- w , t. �: ;_, :t.� w _ 2 sK �r ._ _ I CO JA N o o _ __ �� fr _ z O ' S! O 4-O n + 5'-D 4'•O 3t0 5'•O °�1 5-D cc �. - _ '.•+t '. '^r'}F :' .,� s,H;,n.M>`rK.t'�` _ I-d t w ' ,.,. Jar.. i w r ,a,` A z . r.S F F M,L .v* .r n.`�z "V' ••! -J_� ' 4 9-o _ 12_'_O_ ~_ ?4r-o __� 24'_.o �'` i .a _ (47 6) _� F W 2 5 x -t / SCKEDULED FTG�/ FOR COJV : POOT/NG' t'" O y ' ►� N J t" Et NF. ' - . ;-t• , 8'r 1 R ? -8 REINF. , SEE SECT SI 2'U INDICATES MAS09RY SI \ O O WALL, SEE GENERAL g • m NofES. } CO - - SECTION 2 "=A0 SEClIOIJ -'I rD j v?Q + If , , _ - - - � ( - - �- ----� Sao _ 3►0 � __°� � FOR MAS014RY WALL RE1NF AMID DOWELS -SEE SECT. I ; C 4 C I O ` T YPICAI-, sI I o . _ r S! � ! � M N W r 3�f) jJIDE FOOTING REINF: , CONT. , 4:0 G4/DE PDDTING RFIAIF: r F: INDICATES SPREAD lT �' . #5 @ 2'-0 mr. REINF. 1 � ''INDIC,�ES LOCATION OF M8SOYBY WALL VERT. REW5 � in r C014T CONT. 5-O WIDE FOC)TIfJG REIN - 4 9 5 Gt�uT. , 2 Top, 2 BOT, _ Co # 5 CoIJT:, 2 ToP, 4,84T. , - G # S CONE , 2 TOP ,, 4 BoT. � t � rY?E• -SEE SPREAD THIS LOCATIQI�I oNLY,,� AND FOO I�„G DO�IEL&. EXCEPT WNERF otHERWJSE , t Fo©TlNG SCHEDULE, To SECOND LEVEL. NOTED,, PROYtL?E ? 5, VERT EACN SIDE of DOOR i i # 3 STIRRUPS @ 4-O AS W SECT 1 , #3 STIRRUPS 6 4.o AS /N SECT. I # 3 STIRRUPS @ 4-0 AS !N SECT 1 .� TM1$ SHEET, l I } AND l�fll'4D0N OPENINGS AND At ENDS OF a -44 x 2'-G @ /6", TRANSVERSE1801. S/ 04 x 3r-G 9 12" t TRANSVERSE, POT. Sl 5 x 4`.e, @ !?", TRANSVERSE, SI { ! MASONRY 1�4ALLs. 80770M. i 5/-G 51-6 �I'�' �''-o r , /9+-4 a'--� - 8° ` 22=0 , 6: 5.4 V w, i ,e of Q• ,i, V _ , �_ -"' ` ej j' .(, « -d-- -•,-.�yy.q- ...jy.�......_.._.,,.. p.; �Q..__._.....p.�.Q-..-«-..-.-_ -�-''Q �+4-•-----•_ -it .:`` - y° .X,ra.'_x.-..: .a....k4.,. V: vyr . w:i< •_'-.'1, w^'`" sn-` n..s ice.,. , .( ..lt�•�s `.v,A�. „a„;.t,�a„ 'Z .".L(..- .. - r � -ry ,.. .' ` +4'r`~' ,vt.:.-. � -'y t. � ,,F,M1a�t ,r , .`,'..- _+ ,xy"”. ._ �.°1r`"`ux _ '+. { ^". z ,4' a^ `tiy`e �, t! _ ±' '_.a._`� '-..rte•`';'R",,� '*>' .a... J''^ fw .r'-•'a,� >,5-- ' {i-t \` y tY If. WALL - i,1ALL - 30140 BEAM RC-04FORCING WALL r I-G �-d _ 2-d BEYON4,-SEE SECT. 5 �'�O ? r NORTH Z - FoL��1�ATIOI�Ifr�sr 1�LOO ��, �_�o a 3to 51,0 Y ____ PLAN -NorES. ' 11 TOP, OF CONCRETE FOOTING ELEVATIONS lND1CATEL7-'ON PLAN' THUS;0utv..). Q. TOP ' OF MASONRY IJALL ELEV'ATInN5 INDICATED ON PLAN THUS: -,F EV_�. � n & 1 u J ,/ 3. dLL MASONRY 1JAtLS ARE 8"" IJOMINAL Tk1C>{NE'SS.SEC`lloN (Dti %-Q SECTION 51 -�_p �ECToN' si -/-0 ` - o GF lE1 14i NOTES - - - _ � 0 r D1GN' TidE L;d„_,ADS` C154YN�Pi.�IC' RINFORCEf1' a* Roofs.' . . ''. � _ ._ . ._ . � ., � .7/�� .PSF_ �; AA.'1c�1t cwonrcretex --dersig 'is,baud, on the "Building Cade;R�equizement� fs�r ;rte�nfoiced _�P�� -F the SCHEDULE � � O b. private �i ! ",'►` -f -`. • ',,, • .' .i .40 PSr , nC .te (ACT 318!-71)� - ' a _ - ' ., < _ ' - a ` c; Public Acc'ss�A`re s - �► 'bi.,-"All structural.-doncrete. shall. have minimum 28-�daX, compressive strength of` 3600 ,psis-, xLioTtaM RE/N�RCIhtG TOP REI�t11=DRCII�IG Z Q aincludthk-C�rritdor_a. . 4° . .: 100 �"Sp - " : c',, All: detailifig, -'fabrication# "and placement of reinforcing steel shall b4jn {ACCor-, : TYPE t _141079 tENGTN THICK. _LoNGtT. TRA�41S. LONG/T: TRANS. REMARKS Er ' ► Stairs;; .. :. `. , ° . . ..• .' '100 r PSF _ t dance' ifh Lkie. M ivaLroE..5tandard _Practice, far_De ai in Reinf jj: ed Con e." Wind and Earthquake Leads;, '. ,InF +seod'rd'ance� �af:thi:,�97b edition af, Uniform _ Structu��ea (AC��4)*; . A _ 3. � 4 C3 4.#5x,(0_10 Cc�5 K 2'-'10 4#5 x G`•.10 G�5 x 2=10 Z Q O ,, 7f 7_ J `` Qtl+dingi Code«, a - . ° _ l Rein fc;rcing a ee �`eha4.1 ei�fc�an.trr._(�ST .Spe lfieatioa.A�iS, 7c snd`s�t 1 � b :" e�,64* ,g =;¢, ��; t!_4 5 _5x �i=2 lv#_Sx .4.`-� h�5x 8��_ G'�5x 4'-Q O - ext ties, fi,e.Ld bent tsars ^° ar bars La be melded which sria1 e ,�Gmdei 4a,_` _. O ,. a :Q t2'CJ x ll'-G $ S x 7:G G#5 x lI'-Co 8#5+c 7-'lo d U FOUNDATig DES IM ,,a f_ _ ',s �c s E_I b a 3 r 'd s co a ar, c� uo . _ w_ a. Design a►f, lndiv�.diaal� And continuousi_�y ,�.- AL_ p�,i e � a�, air i �er ._ �t raers,,,' maka h rizontal b s � nt n' tss _ ' ._. . g t ."fc o.Lings._is.--based- aril a inia inn `allo�ir�ble _ or p�bvide c n. b �; � - D ;lQL4- 14_=8" !-0_ �a�5 x 14 2, 10�E,x 9 1 8 It �r - 4 ex'., a - _�__��_ . ..�__ ._ ` f1 _ x !4'-2 /0 x 9'-10 w t bearing pressure ., f Ut t .lb ►. -per .sqv 'e €oat` (deiodF,lOad `p2u full `lips 2�ti�d�•s f k Exceit .es _notpd.'on the„,d;c�iwings minimum concrete,protection for reinfareemeht.° . Z Q J x. laced 'dn° the natural undisturbed °soil,: sor c aced gtrudtural° fi11. 'tbe ,ew- �, _ ,� - _ p d a' aha �`be'1ri_accai ee v tli�'AGkr 318' Z1. E ljoio _' :d Its 18#S sc 2J=(v `15 5x R'-G 7_ 5 x !'•!a 15 5x9=10 fr�rst'd�e 'tb: v3 fe' continuous sh; er.k a�ar'.all..aa.ld aigts sand eiaewtiere-as. as -tie shpwrf on _ + :l' = = LG 37 #5 `-�, ' p _, ' - '"�► Y ,� a F 8.G� 54•Q .�4 J� S x 53 G► 37 x 7 b ro x`53 �c 7 >. b+► Refer' to_ �lO�. g re port n0, 3 f�$�3 ;by',Cher asQd-.,�1s$p+ sates', 'IX1C. the drawings. C� V_ erify, soi cot dttians_And. types duping- ex`CavabiQn.' -. h. ,Welded-wire-fabrid shall conform to ASTIR! Spec iftcatio>n ,'A*185; - -° ~ConC iyrnie�3 'ctrz 'Sheet S 5 ”w , `, • , -F `, .' ' `'y fA \ - _ •y - ` ' - - , .. 4 - ' j % , '' ' ` - ".e - - _ „' ' `rj .4_ _ , - a7 . ' _ ' k , " - „ ' ' . -.. . UfCOL AuD G1LTWER C04SJLT1WG EI4GWEERS r •k .` _T' A s _ r ` r} � 3000 PEARL ST.,., BOULDER , COLO. C3o3�443.;��"1'1, ' , r; 4- `r f _ , + Y ' r ` -_ ., _ ,. "` ... ' . • , A t ' - ' t \* � _ ` - - .. t r .. - t Z < _ F * ' - } J k jf ' rA , '- V { . < , , ,. ,., y s to-it 4 -FOR MASONRY WALL ,�-_ -__-__-_-- --�__--_--___.w or $�-� !v?8 ...+.._.,. _ F FCR MASONRY WALL f ( Jq.¢ 5.4 8 _ l 8 _ _ ., c SEC 1 - j REINFORCING, SEE SECT t --._ G� �B - _ a ')►4 9=4 �`•l3 �''� !�$ 11-4 _ ¢ { 8u f .$�- fo-Q z Rc,NF 5 E S� S! fo_O 1• w r tL AT INTER`OR �'AS TYPICAL AT FX 1'ERfdAR NORTH- SOUTH r ��' L AT cX75RrDR EAST- WEST r TYP,CF _ _ YPICA -_ 1�,� 8� THIS. PRECAST CoNC, y p 0 w GROUT ENDS LLS; 1�01�1ELS x 4=0 ��D. / WALLS: # ¢ DOGJELS x OI @ S ' 7 0 OL or- 'SPANDECK" ` WALLS ' 414 DO;,!ELS x, �j 6 4.0. ( J "SPAN[ �CK. TOP FL = s�VO SLABS , TY1', w -- - 17 -_� COY y0 1b FELT SEAl2114G -- P,�D, TYPICAL. DN 11JUOU5 8414D BEAM - + _ CON ` 1J101 O BE AM. 4 CONT. -,_...n.-._..., i , C ON T R E1 N� All ? .._ .. _ } _ d•XYb 9¢ l.p 3a BR'G ?4-p - ! SECTION 3 r2 n-I'O ___� . _ -; f r, 1 / r1� 1 S�C T 10 �l i p - r 4 SECTION 2 I10 t ( ° - E EPT, JNE E 't3TF'ER CrsE,�IOT_ED:~ 40 I 44 0 N 0 t ap rl4k CbNC. rOPNIJ4 i REIN Wl in, n' i ' W i co F- ' �61J i I �i► 1 e !�ILe o-III:¢_ g1`•f1-¢ k1dF OYdR 811,TkK, crs m S2 l ► -- - r i sv E `� f C 4'.S r CL) tG`. "SP ,�lL7 ECIL u. s X ALL 1= ! q FoR I7AS04R. W �n�«� '} —� - In 4 m = TOP a PRECAST I RFltiF. SEE SECT - • Q 0 '� �� GROAT WAC4 SOLID C7 TS 3a x�;� x �r,�HANDRAIL I �_-__ 4 ", - Gv=l - _ At NTE !A NORTH` SO I - _ TYPICAL ( UTH f -- r �----' t �� J R ' j ► POST. SEE ARCRITEc^T'S _ �@ IO °0 �� #4 DOWELS x 4'-O G 16''. {i � _ � ' " DWG'S FoR EXACT LOCATION. � � __ � -�v i�- t �0 4 t Stu- _ tiv_ _-_ � - - �u_- _..-... _.'.,.-. -�, I �: � � _LL 1 3'4 �, 9'-D � Q F - �4 - �� t r� .�.. t I 9;p ; 3.¢ 314 17.4 � 314: _, �i_ ._ r i'IM' A e aV �R �t ,lam _ - 7ti•r- : } > *• ^ - - t ° s " — --- - 11N , K S2 dQ t i 4 CO � S2 � O V- "� 4" , ?.10 r t un r-. CELL SOLID _ _ 3#4 s , CONT. , CO '`. -+ +-:- 3 3 - __ Ts to,�a><¢ lit 1 GROUT 1 i_ _ r 80 x CDIJTtNGc?J5 BD�D SEA,' r � _-_� 2 TOP, T• t i W$xl7 ` � W8'c ! f R_- 1WF W,! 2 =4 L'ChIT. S2 d k �� - - _ _ �° L t7 9 "� o ' OI '�► a G17ot1T` 1(0,8!JALC SOLID .� rsl x4x¢ 1101 Cl* F �o 5c rav s� I ^� Q w 0 #5 Dart'sx 4.3 Oq � DbJC'Sx6•o �; _ V SIZE AND 'r ' m °Q; SLAB OPN'G. rn G, f To MATCH S E SPACItdG OF � f � � o � �? W Q ❑ k ALL VERT. RE:,x1 F• $ O____ __ _ -___ _ -_____ a' f �t - „ �in p - w--._-.-_ - a�u) , O } can d ` J Q .�, * - EL TS 2 I =I�O SECTION s2 _.?________ - --_- - -- --- f w (� SECTION S, ? _ "'I z ❑ v o' r GRO T w�tLL z 1 ��+� o �� ; o w " f �g� n ;' , " I l ' $ s4 socr0 To '7 Q a w 4= 124' 0.___. ___ _-_�¢•p _ _ E.. 66-'10. 0 LO No i t 0 �' t .►,_ } SNORE EX/STrNG NALL `' --{._. _ t _ -� w - INDICATES MASONRY 1_ m ROOP. REMOVE EXIST 1NG O � "' S� v 4 4 x 4 POSTS 211/2 LINTEL WALL„ .3�E GENfI�aL e-- i TYPICAL OVER STEEL BEAM• -- - t ` i INSTALL ti1EW !o''x (034`` Rid 0 I S3 " ' 40T1:S:' - x 4'o @ 1�1. i "_ _ GLU LAM 'POSTS AND !o ff"x 19 r2 GLU•LAM i3FA MS 4 ABOVE. �} On - --«- ----- ° E GE of: BRIDGE' FLOOR �i- 7 ' o, a ,d �4 Q I �'�5� DRODE, BEAMS ABOVE.` -------- s jt TYPICAL STEEL 8EAM AT { - m �I8 x i7 t ,`{ MASO�tRY 1-TALL BEA►RI�IG Q 1 S� f --WS x 17 - r ANCN. BOLTS. u� I� _ r w TL t tHK. CbNC. GRADE RE114FaRCED , . _ - - . IL 1N BR G 1,4 Wff4• 914E t 12�Is ��•a 7 1 u� EXIST. BLDG. A — ?8 _ i t,.p t 1? I rr c3' 5;� i 4 - 8 - e�-- r r �_ , SECTION S2 /•� .� �_0 8:� f9-4 -4 s -- SECTION s� /'0 ;NORTH - SECOND F OOR.° FLA PLAN-- 140TES: ; r L ALL MASONRY WALLS ARE err RE114FORC1NGi LOCATION, SEE P*OUNOATiON 2 'FOR MASONRY WALL VERTICAL PLAN, SHEET Sl, ._ Z d" WOOD TRIM, SEE W . �-- ARCHITECT'S -dWG S. - . L _�- - `� - - S'-o ;3 L S - I 1 1 3 - ! x L ANCH. BD T ,- u I TYPICAL OVER ST ESL LINTEL �- ,-- ; � . IG'r ?" # - # 4 x��— � !�` � AIL FRAME ' .--._ �: I � � TS 3�x 3� K i` L1__ � DONE >< �.'•C) ~G !G'r t. _. t 4, TOP. - t 2,4 aP 80T. E, i ') ALLTNK G� 5 O OJ PLAT l� I I cv y .w. ri fY} C014 . 501401 SEAM I �• Lu Q JL LINTEL } t L �!,NTEL SEE SECT: 3 C r coNT. BOND g M. / �% ;,} _ (0 Ot^!EL x 2-O ,IELDED t___t FORMED VOID S? ! 4D { r f t TO L Ga "SPAN©ECK''JD1117: k S Kc SECT. S? _ FOR MA.SwIRY 14ALL -� #�4 QOIJELS x` @ 16'r _.1�- } I R,51 NF, SEE SECT. 1 -- - ---' oo -CT ION 1° '-I o SE TIOIV S? _.-- �•� , r=110 S? 41114' > x a_3 Ex P A1ICN.,SECTION � Y I'0 SECTIONS f_f -- -- - _ . 17" , 11 , 1 107 4 _ ° - 5- �2 - _ TREADS -!4? - G'-l� -8 _ 2!g "I4,4 5�4 n !Q`.� $u G'-8 5'4 p �3=0. ' ' a $'4 19'`¢_ e'-o r. _ _ + --- - 5'0 - Co'.o 1?=`$_ : ` 8i1 I•'4 9'-4 G' p 8 j!¢ Iqi,¢ I'¢ q ► % lu 1 2 PRECAST 014c, w _SPAN EW TOP .EL.=6.8!Co.` m Q W I F 7718 �t FOUR FL. _ i , ' 0 , y O \�1 ' .,t: +s PcECgS 4NCR3_ M G- ER L NOTES Qc .+ C _ x 110 ' j�I •`i f, ,3 i�`aiy to co ?4!0 I �1,0_ - 2¢:p 12-4 --EXCEPT WHERE CTHE2WISE rVDTED. �' Q co + I 4i1 THJCk PRECdST cn m 1 '' :, `:2 THK. COAX, Tt?PPING"REINF. 141 F x�-WI.4x1414 hWF' OVER 8 TNk "� -n M s� � N 0 CONCRETE S LA 8 S? + _ }} M I u �n E ( t i i -.:PRECAST CONC. SPANDECK . K S.,c GE,VEI2AL NOTES. — } d :70P OF PRECAST' Et. = 08'--lp._ `� O W co THIRD FL. to EL � c'0 .t �t x �d- SLAB _ ?=JOB 1 to c� 8Z ca . S2 '� t 'c t 9 co Q)l It Lni co i ( ° ,yr �' --fit X18 I xl Bx/7 I to jc ui '14 i� t ;�►r� a:' \g V Q E Z-9,00 BEAM. NoTcN \ '� -, MASONRY MALL AT '' �`\� ' I J r ' `� - �� TS10X4x4 ,$ M� J Q f EACH END FOR BRAG. i �;. C N , t d� `� "`. " O n I W ED a loo }- - I t o Lu 'c ----- , � _. `�•`� _ =? ' pl O TS 10x4x, z U �' (�`' WCAw'EER) X Wit_ S3 p a O fi / V ;�SECD/JD, GL x J9� X20- }._ _ Z cl CL Lu 41 13 Lo j � i a TSlox44 2 x 10; @ 14 d ---+ INDICATES _MASONRY- / Q i --- - - �?7 _-- 7 1 ra? 102„� !o:12 °_ 5!7 9 i ' c} I (�4`r a6R - ! 1 ALL, SEE GE14ERAL~ S? \ 4 _ b-14 - - __ ,f. {�i.cy _ w_--- - - _ _ ____ ___ -� C ij } SS NC�T�S. n ,` / r- r I 3 x u m + GLlo4 !9#tx 29O vbf Q ! 4 5 �k i 'L TAG ULIDERLAYMFIVT, / 3. 1110 , QOg A PA IN 1: 14!/EY T GLU. S? O rOP ELEY &4=6. r to .POCKET !,TALL 'FOR BEAK SEARING, $EE SECT, V - _ ' W B TNK, PRECAST,FOR COW BOvD IV?- ep xo 4- 9,A.s N 8E AM �E!'I� ONC SPANDECK° I 8EA 4z) �. SEE SECT, Ts\\` � tt3 I �9� S2 TOP tt= GB-fo. _ POCKS r T SLAB O,4 STAIR , - FE'R NALL AVD FOOPk� 6 �_�> ,� �' r : c; W EAIST. BLDG. A ?8-U 1 , , i C0Nh/EC, io,J.. LL NI TH v� - G-Q !?-8 can 1.4 !4-4 I'•4 8« I?`- j° _ f REWF. SEE SECT. / CONCR�rr a -, r , « , e G-o_ 8_& l9- 4 5�4 8 5 ¢ _ 19`4-____ _ .� 8'0 l�•D 1.0 x �'•a x I 2 rr t7E�:.;� 4x�n°x o!1G � L�l f?- x 0!6------------- -- -- ------__7_ ' .. , r t { i`N/CkEIfED SCAa AT ! -;°a EXPA,NSl04 AUCHORS. THIRD FLOOR. PLAN 8'' 1 rQ NORTH ui € !48' STAIR STR;NGER. O 11 PLAN NOTES t ! 9 �F ' 9." o I. ALL MASONRY WALLS ' ARE- 6" - NOMINAL 7'N/CKNE SS . 2. FOR MASONRY. NALL VERTICAL REINFORCING L4CAT10N,, SEE FOUNDATION . ` PLAN, SHEET 'S/. __j 0 -.1..........`-%- 0 G< 611 4!!x 0'6 ANCN STRAP TIE EQLI,4L To ` O 0 0 _ fib 6•l/2- !?"r x0'.4 RA.S, SIMPSON sr1r.23Ca'_ j ' J J ► ( � -' =-� GL 634 x I9 z Q .PRECAST SECT IOV 83 „-1�Q _ - 4- � x IO FLOOR Jo/$TS :,GL x,34-n19`� ►- _ ----� cokc. STEPS . 141 STD JOIST +� HANGERS. NANDRAI L �. _C 5 In i SECTION- s3 F SECTIO�i 3 2�-��o SEC 1"10 S3 —� -- t -- I it t 4" _ 11!lO :7 TREADS @ l0?/l - 6�I ___ I9= ¢ /O'•&; 5�4 '► T ?2 f0. _. ,y fir¢ 19'4 $ 0 j Y ( } ~ C' 3'•l0(2 lo° G�0 12j8 8" /"4 q+.¢ 6.+-p r ,� 19 .4 !.` /2`-8 G'-D r 8°TNK. PAXAST COMC, "SPA9DECK'' z w S? TOP- EL. 77!2. _ m F- 't i f _ 0 cl ' 71.3 r.FOUR7H, FL. PRFCAS7- CO STAIR l i qA _ 'b O .- i STEPS EE GE�JS''AL ' 0 S t*�. 11a0 1e � s � ,.1 TE � ' ° O - Y, �p.fir•••f----33.�n�J '��e -a ,f 1 S - - S v t ' `r' C1+ ��V� .t p Ir "�a , IV-4 ^�?4'•O � ?4:4. - 240 12'•¢%c0 ( OPEN - EXCEPT INHERE OT# ERMSE NOTED. OPEN T G'K PRECA i tlT i cv ?"THK. CONC. MPPANC REINF. kl f � NI ST °� �x�- So- 4.,f >n d� 1 CDNC E F SL w `� 1�rJ• x H1I.¢ MW.OVER +� - N 0 S R r AE3. , 7NK.PRECAST CONC. SPauvoFCX__ _ W I I �` EN. N T m m / S SEE G © — ! ' ES, � cY � TOP,OF PRECAST, E'i • 77•!o. 42 � 100 a m i ---�- b 100 77 J , A , �LIELD frds BY STAIR n °ico 9=O t 3:¢ 3,¢ ' j7,¢ ,43 - -- Q X it 3c cn 14 vo _11 co to Tom+t�y4x f 1 1 m f s /'Y�1C J7 IYQ XI� r TSI(D co _0 Ora Ts 10 X-dx Ln of �Jclq 00 clt Z� 0- ui Q CIA n � ,� OPEN � w 40 GL 604 'X 19 x 2D= `'a + ! t r M OPEN S¢ z ° o• - `a 1� -O_ {` - 4 "� ` �!+ ' 24,0 --w `'� I2, 4 W EL W Ts 10.4 x J 2x/Os a 24 f - � � �a\ 03 7 T. @ l0.2'= =1 -- °– `/ ��' 51•� i 2 cti O 3 t , S3 I ` � - 90 1 >` GL G 4 x J "2x 29.0 t I m cn CAM ER IF ROOF: Sg" C•13 IN d S 4 A PA hl/EXTERIOR GLUE. f — —---- 14 , ` �- �� -_ i Q 4► POCKS T ALL FOR - :� \.��.+ $SAM BEARING, SEE - — -- --- - \ SECT. I tU _. _ _ \, FOR STAIR CON" \�� „ SAO �. \» SEE SEC); FOR CONT 3ouD N K., ER64AS I S3 \ �, 1 5 CONC SPA DE "` ' IA BEAM RF1 JF \ @j + r _ S2 7aJ° E Lp m 71:2 . Q .. SEE SECT, s rS �, to I9 4 -- FOR MALL AND FOOTING V) d¢EXIST BLDG, A �8-o b-a 11216 &t1 i'4. lq'- `• l'4 8° l�! 8 _ �',o a f ( . �V t FIRST fL_ 6!0 8 8 /9- t 5 _ .... '. FOR THICKENED SLAB AND all i~-°� SrAIR ANC;�OAACE SEE SE,r. I FaL1RT1.1 FLOOR FL AN - g�= 1'� WRrM W I'`1 3rr (sus PLAN MOTES: - 2'G 1 ?`-p s 1 ALL MASONRY 14ALLS = ARE 81 NOMINAL r9le :NESS. 2. FOR MASONRY WALL `VERTICAL REIAIFORC1146 , LOCAMA!,'_SEE POUPDAT/ON_ PLAN , SHEET St: • ` SEC r1OIV I /�D ?"= W Q EXIST. ST � �i BRIDGE ROOF v � IVA L L. STUD i SOLID- BLOCKII44 oC 00 - . STRAP TIE C-EQUAL TO SJMPS04 STG 23G - — - GL 6034 J x 1917 GL 4 9 2 x1 l O STRAP TIE EQUAL To SIMPSON S7-&2'24- I Y J --- GL 6, x 6,34 s (A Q • . Y� I L aj SECTION s4 � /(o SEC T/0" Li y a Y 0 1n ,Z _ GENERAL NOTES Continued from sheet S1 4 ` PRECAST C©MICR t R r, , Y • , - ' - . Q Q w a..w All precast concrete- mew -shall be designed by, the• precast suppll6r 'to- satisfy,, thr requirements shown on the dry rings, b. All members shall be designed to support the full, dead loads and"superimposed live loads noted on sheet S1. Live load reductions may, be taken where permitted by code. C, All members shall have a minimum 28-day compressive strength of 5000 psi. d, Shop drawings shall indicate all dimensions and all elements* including flexure and shear reinforcing, corbels, t bearing plates and 'other embedded .items. •\ M.. P 1,+ ti - ��s�id e. Er+ectittn drawings shall indicate all connecting 'elements and field welding. #`, CalevlaCion for all precast members shall accompany the shop drawings, = v ., g. All connections which are e%posed to soils or weathering shall be protected from corrosion by field-applied n -, coating approved by the Architect. 72!g ' STRUCTURAL STEEL.: 2�+O _1_ - _24�4 !.. a. Structural steel shall be detailed, fabricated„ and erected in accordance with AISC 'Specifications". 1969. and ` '•�.yr,$,�.za�f � s "Code of Standard Practice", 1976. b, Structural steel tolled shapes,, including plates and angles shall be ,ASTM A36. j, C. All bolts* including anchor- bolts o shall conform to ASTM Specification A307,6 Bolt size shall be 3/4". unless noted otherwise on the drawings. d, All,welding shall be done -by a certified welder in accordance with AISG and AMTS specifications and recommendations. e.' Expansion bolts called for on the drawings shall be "WEJ-I'T", "RID HEAD", or approves wedge type, with the following , E miitimum.embedmentst 3/4" di.a. bolts - 3". 5/8 dia. bolts - 211 . 1/2 dia. bolts - lea. — W f. Leaded -anchor studs (H.A.S„ ) shall be attached to structural elements with a welded nachine approved by the stud ~ Q i manufacturer. in accordance with the manufacturer's welding. specifications. - a , N 0 STEEL STUDSt Ct a, Stud subcontractor shall provide bridging and blocking as required for stability and stiffness of the final wall 42 assembly wherever sheathing does not provide adequate bracing. b. Stud supplier shall design required lintels over openings where not spedifically detailed, nrj 'd' irk t : STRUCTURAL MASONRYt a. Hollow load bearing concrete masonry shall be lightweight units conforming to ASTM C90-70 Grade N. Minimum f' � W 1500 psi.. ■J b. Mortar shall be Type PL or S. Suggested proportions by volume are 1 part portland cement# 1/2 part limes 4.1/2 parts 00 i damp loose sand. Masonry cement shall not be used. Admixtures shall not be added for any reason unless approved by op� I �► � g►� � �i Q the Architect. Minimum cube strength f m w 1800 psi, �? tL;; g� M; ! e, Bond beam units shall be produced from standard vertically voided units with pre-cut knock-out cross _wallas. o ' j d, All grout used in masonry walls and block cores shall be coarse grout as defined by I.B.C. Section 2403 (s), placed p ` O `9 ” ' 2 � cTMi by vibrating- or puddling. If lifts exceed 4 feet to height, clean out holes shall be provided, Minimum cube strength _ w _� r� q !, f'm 2000 psi,. � r f �''` � �a .� �-� ------�� --- �-.-�'-"".`_ -E�— e. Except as noted on the drawings, all bolts, anchors and embedded items shall be grouted in place. 96 17 u WBx/7 0 f. Provide' full shoved mortar in all head and bed ,joints. o g, Minimum prism strength of all masonry wall assemblies shall be .f'm = 1500 psi„ � � 52 � N h. All masonry shall be laid up running bond, o I, Use continuous horizontal wall reinforcing in all masonry walls. Reinforcing shall. te welded type with 9 gage y or W f sidewires and 9 gage trussed or ladder type cross wires. L) O ,j. Maximum` vertical spacing of Joint reinforcing shall be 16". , 2 i Q O ` STRUCTURAL GLUED LAMINATETJ TIMBER: ��. � W a o1,YY ,•`. "�.�C..._._.__ � � a, Mater, manufacturer and quality control shall -be in conformance with AITC Product Standard 56-73, "Structural d O E Glued Laminated Timber". w J W € b, Lumber shall' be of such stress grade to provide glued laminated members with allowable stress values of 2460 psi in i bending for dry conditions of service+ C, Adhesives shall meet the requirements for wet conditions of services. ' 2 i d. All members shall be Industrial Appearance grade. �. __ ____ __ — q_________w ___ _ . �_ ______�_ �_._ Z ! e. The fabricator shall furnish all items of connection steel and hardward for joining timber members to each other �+ ( Q W W .� $ ? 7HK+ CONC. TOPPING REINFORCED , i f a Q and to their supports, exclusive of anchorage embeded in masonry* setting plates. and items field wielded to 1�I/lvxG -l�II.¢ x I�II.d IJIJF OVER _ f structural steel, 8' THK. PRECAST 11SPANDECK1. �� J 11 -i f. Provide- Camber as indicated on the drawings. _ TOP OF PRECAST EL.- STRUCTURAL STOOD FRAMING t - a._ Except where noted, otherwise# all 2" lumber shall be Douglas Fir-Larch S4S Igo. 2 and better* and all solid timber m r beams, and posts shall be Douglas Fir-Larch No, 1 . /2.6 24t6 24'-0" b.. . Studs shall be Standard grade-and better Douglas Fir-Larch. Finger ,jointed studs. if used, shall be of equivalent � —^=r ' grade and species required of non-finger Jointed studs, and shall not be used at exterior walls, ` c. Top and bottom plates shall• be Douglas Fir-Larch T`2 and better. ` d. Provide solid blocking at supports for wood ,joists and 1x3 crnss-bridging at mid-span or at lines at 81 - 0 maximum i spacing. I I ' e, Except as noted otherwise, minimum nailing shall be provided as specified in Table No. 25-P "Nailing Schedule" of `��// F. the U.BrC, . 1976 edition. LOFT LEVEL FLAN g "I'o NORTH f`, All plywood floor and roof' sheathing shall be Structural I or II, or Standard interior with exterior glue graded in a F M cu accordance with APA STANDARDS, Pastel identification index and/or thickness shall be as noted on the drawings, , A NOTES : W g� Lead holes for lag bolts shall be frilled in accordance with Table 5.1 of the A, I.T.C. Timber Construction Manual# !. ALL _hfASONRY WALLS ARE 8° NOMINAL TKICKNESS• ?. FOR MASONRY WALL VERTICAL ' REINFOP,CWG LOCAriON, W 2nd ed= SEE FOUNDATION PLAIN , SHEET Sl. N STRUCTQiP% PM jjON AINTD BRACING RE UIR !?4" t , s :1 a. The structural drawings illustrate the completed structure with all elements, in their final positions,,.properly a supported and braced., b. The Contractor, in the proper sequence* shall provide proper shoring and bracing as nay be required during construction to achieve the final completed structure. EL. VARIES ' �--� EL. VARIFS-� BACKFILLING t a ' a, Ile not backfiZl against basement and/or retaining walls until supporting slabs and floor framing are in place and securely anchored„ ,�� LOOSE LINTELSs Uj a. Unless noted otherwise*provide loose lintels as followst (One angle for each 4" of vall thickness to bear 6" minimum m t;� O 1SNz E F _ r each end) Openings to 41 -0,r angle 3-1/2 x 3-1/2 `x 1/41 Openings 4'x-1 to 5' -4., angle 5 x 3-1/2 x 1/4# Openings 51 •5 to #¢ CONT., HORIZ. E' -6# angle 6 x 3-1/2 x 5/16. i SHOP DRAWINGS e t �;r- �4 �,�� , �� "' #�( 14 a V T, 7fi ,l,. �R a. Furnish one print and one sepia of shop and erection drawings for masonry wall reinforcing, prestressed/ precast '' J El j concrete, and structural glued laminated timber members to the Structural Engineer for review prior to fabrication. ku X; ! x"1, -0,4 4 Ile',CONT,) NORI Z 5 fi�.d M Z O w nn ''' @ Imo" R. - tL EL &Pv:0 ' CT 0 EL. VARIES :w _. 4 t ry w 0 ` 4 IfOT�5: CONCRETE SLAB MUST 8E , e r SLOPE BOTTOM OF WALL FROM TOP � � ,x,,,,4 IN PLACC- PRIOR 7-0 8ACKFILLING $ ¢ n ..-w _.� ,� .,ASoVE SLAB LEVEL _ j= I- �{ P x 2'0 i NkE ,D��. P,rOD , OF FOOTING ,ABOVE To TOP OF 4,1, _ 4 J _FOOTING SEL04. ; O t _ EXISTaiG RETAIA111,16 t � a; FUTURE RETAI141W,3 C /� ��_ - j4ALL (SHADED) . SS �� IJALL. ±' ! G� �V�I S5 "�`o NEW RETAWING MALL EL ��'o 16 erR, PA R rl A L WALL FL Al4 - TENN!S couR rs io-o ' ` . I.IORTN REF. : ARC}-lI r ECT_S DRAWlIJG5, SHEET No. l5. SECTIDN / 2�-�+0 _ _ ____---- o{ -- 2-` -` !9` 8'•4 S° _ IQ'•�g. ___�! _�{ ^Sr¢ t.'} ??'"O �4 I9' ¢ 8, O 0 ,n Lu ` CoNTINUous 2x 8 WITH :r _ 5, 1 X°� ANC». BOLTS d ¢'o z -, ' oa +� GL la4ic J9t�" ,r 1 tt t _ x 2VO Gt: �.� x19 21. 8 �- f : =t}- $2„ `� O I I I . �, �RSaaaofa�fb —_ --- — - - - - — --- --- — � 1 t , •w J. pis ,f '(t �;} ' •~ • 1. �- 1 V I �, I I K- - I • I _ ,_ I _` ,� YP/CAL AT INTERIOR END 01Yf TYPICAL AT -CAWTILE,/EREL7 � r __ _ _ t:.._ J f I �J Ll---. r t , GLU•LAM TO MASONRY WALL CON ECT/ON: � GLU- LAM -TO MASONRY WALL �n - tr u r rr 3 r 9 R1 t o r 3 „ 1 3 ” u ! 3 r r rr r l� x x 1.034 8R G W/2- 3¢ 0 x 4 Cow4ECTION. 6LC4 n19,� xt7.O GL Co A. x /9� x 2�l-d GL 1a.4 �cJ9� K 14.0 I _ GL (,¢ x l9� x ?9.O I I GL/D xl4z x 17.0 ANCH. 80016. ?- 4'tx �rtx O? 9'11 " -t 38" BR'G f£ THUS: - — { (34") - [ (34►r 5 I 03411} 1 { I -' S1DE #S al.�- 4"0 THRU BOLTS, 2r G412-3410 x D'-10 ANCH � � { I � I � {` 5� � I - I I I d BOLTS, 2- 1 nx t4"x Or92 - y - IBS W/2-�.¢�� THRU 4r 3 3 I I ' 1 _ , BOLTS r I f err -- -I- { I I - ,I_ r I I GL�3 x 1 ! 29'eELO G:. 034 x 9'?x 21� r BELaw 3° 3 x l9 x9'� Lol I SECTION s� 2 /.O �3 I 4 q t W 1 , ( �(a�GL b e I 3 I I at (p 19t�x17•`O ( GLOB x I9 x 18•a�A>Bc�YE) . I I, GL X 34 n142x 2�•D(ABAYE)(3a I GC to st l9ax t$-O(ABQVL�) GL G4x192�c17.0 O ' N n - a � r _ m �6 112x 12 RAF RS � 1!o" Ul I . fi I { c H� s 1 o. �} f I TYPI AL EKCEPT M RE- I I• t U �• 4-•.2x40 STUDS, I OTHESHISE oN 19D L. I 2�cb "SruDS �j (TYP°) 8"� 4'-O{ I }I` 2x 12 RAFTERS Gd �4°n I I @ /b I (4„) fi ,h I I i (411) N o GL 4'034" x l9_�"x2�1;Q (BELOW _ �34t'� I _ GL 6, x 199 X '.�9»0 (SELOt+ , f 1 GLCo4.�t192 K/7-Q I GLlo�4 x49 " x 18,OC�180Y�� t "GLfi,4 x/4.Z x"�4•C1 I GL f.34J9 x t -OABQyE,� -__ I � IF ,-,,ROOF VENT, SEE ' —:�— ARCHITECT 5 DWG'S. I I D�1 ( I1 I I 1 t sr� --= ,r �� 2„ ; a C I I I s G ( [ i fi l t I GL 4 4 ,c 19 x 25-o l too Ln Ile � � 0 PLYWOOD ROOF DECK , SEE PLAN __ E GL 1034 x 1g x3G-O (A84Y�) -- x - i _ (o (� I GL Wx 19�"x Il o C:L �¢'x/cl GLG4A 19Y'x24�0 GL 1o3e,% 19 ttx ?40 I 'GL 1034"x/9 't , I I GC G, x192° - ) I I x l7=0 (BELOW) f 34") ( (BELOW (34") 1� I x 1710 { x 2S'-O 9 `� � p %9 ► ccu LAM BEAM ►= I I t1 II _ _ { [az12 RAFTERS vo, �i I I [ I I I s� � Q (,� w ' 3 �— SEE PLAN. i I I I I s _ _ _ # _ _� .� � 1 `�"` _ I I I I rt; V O s . SOLID BLOCKING OVER ALL — _ _ �« , GL 634!'K 192" Sb fi k- 9 X 4 STUDS I I ?x 4 s1rd If GL �3¢�n 14 " i I �T I J Q R GLU LAMS , TYPICAL. GL_t0 4 x 19Z x l7-D I.l 1 (� Ga 1�° C I �$ 1le'r t x 17!0 I f I I I W Q X 7•Q 77 F 4 1 /I_ i (� a ;� i t �I p5 �' GL 4"tx /4'v I I = w 0 � . SEC T104 S� -I-o I ��t fil J , 4 , �4 Q I I _ I x-37.0 , 3 _ (� �, j 2 x l2 RAFTERS, a4 co I 2.x 12 RAFTERS � /G" I { o `!•� _ _ _ ____,_�_� z - � 0 J'�. �, I V EE LAN, ( I I GL r3�A /g IxI4:o (ABOVE) SECTION 3 t GLlo34•x19':Zk21!o Q w uj uj e0AIT. 2 x/2 Sb 7 I I f l I I 3 (B�LOw) lrr i I le�LaW) (3a•'t� 11 11 o a p I j . GL Gtr"x l 'VX 2S!8 I I i I I I 1 2x12 RAFTS S' @/loft ` \ 0 / p r ( RIM JOIS T. SECTION s� 2 - �-� , v- I I I I _ I° I , m _ i � i I '�1` . I I I ` _ � ' r~ i I IGL (v3st'tx1q�'rx 17=Cj I GL lo34nx 192"x 29_�o fi;�4") " GL 1o34'�x 192"x './9:01 (3d'r� � , GLlo41% 2 x 17=0 FOR H. 80L TS SEE r y I f I — .-F R ANC s� I Q tn 3 11 52 s - 14 I - PLYWOOD ROOF DECK : Q Sa"'TH/CK C-D INTERIOR APA, Hl/TH j J I t- =d ---- -- - EXTERIOR GLUE, oYER 2 x 2 SL IGFPERS F , _ , �# — � • AT Jolsr LOCATIONS, OvER 38" �.` THICK C-D INTER/�K APq W 11'H TYPICAL AT INTERIOR CDNT/NuOcIS .'� 4 k. GLU- LAM To MASONRY WALL --' EX TERIOR GLUE. �!?'O. ._�t$ __-19' `� _----_--__ ,.c,..5-4'' �c3°f ??�� 9�4 ._..�.,lo-_`�i' U -!?'•� �.! . Er` , - CONlJ EC T I DN I 3gf� 8R'G fd� THUS : — _ �r • - — -� , 3 N t W/2 - ,� QS x 0.10 ANCH. r [ BOLTS 2- 72"- ¢'" >< /•1 -- '`v7 SIDE 4S h//'2- 34" �___ f' 1 , 4 -o ROOF PLAN a f-o NoRfH ' - TNRLI BOLTS. 14°, ,�"j c''} -- -----_ PLAN NOTES: - - _ i I L FOR &U-LAM 8EAWN6 EL E VAT104S SEE -ARCHITECTS oRA;0469. 5 1 �� t 2, FOR ROOF OVERHANG DIMENSIONS SEE ARCHITECTS ,ORAWINCS. ' SECTION So ? =l•D 3. CAMBER .FOR, GCU- LAM 6EAMS INDICATED ON PLAN`- THUS: f' 0 F■■ 0 ` - 2x 12 RAFrERS , 0 SEE PLAN. ' 2x G STUD kiALL , ff _, SEE PLAN. FOR ROOF VENT DETAIL J i �� SEE �1RCNITECT's oWG'S. ! STD. JOIST HANGER `; -- a- 0 �`� SOLID BLOCKING 42r �`�--�, L rt W8x10 Lo Q Q J " i - DBL. 2x /2 RAFTER \ 2. tr� x 0!,g A.130L 3"x VA O'-92 SIDS its 2x i? LEDGER LJ/ `x' , ?x12 RAFTERS, ►' x 8 Q A.BOLTS EACH END.. TR'D ki /oN3tJ8 THRU BOLTS. SECTION s� 211:1.0 s - r r SEE PLAN, SECTION SEC D -�-0 SE TI N 2 " l'0 , �, y' l , - ._ ,a 1 , Y V r < ` r r f ,• e fY j ' , r + 1 ' ' �}o> _ " ~ t I r y ` ry Y '^ ` a r 1 r 1 0 n 0 2 W 0 a � a * 11356 a Of C0�0�`� Q 0 Qa Z V oll . ao 90 o0 CONNECT NEW 2/z COLD \AATER TO EXISTING. Ell rd Z/z / -� J--i -� —� _ / / � ` COMMONS / ^/ I El EXIS-PING / EXISTING INVt EL, 814-2.OG uj ITV EL. 8136, 12 __� CONNECT MEW 5" SANITAR-Y S=INEIZ TO EXISTING. VERIFY n S ---- EXAGT 'LOGATIO N * INVERT ELE- \ O M H YA710 N 8E FO IZE STARTING S Q 1 NV, EL. 8124,50 VAOIZK, w J Q x SITE PLAN SCALE I = 30'-Q" o s� , 7 0 z m rl z o 0p } ' z w > w 73 0 ¢ M zz TS 0 :E IL 11356 z p LC rq ��NAI o0 T w lF Of CO�O�P !� In �L 41 ,In ■ Q � _ W (U0 42 - z � a 5-1 5[NK - - 4" QF_YEIZ VENT CONNECT1C5N N (n IN-WALL. _COOIZDiNATE:EXAGT_ = - - LCfCATIOtQ- WITH - OWNE]Z FLIR:NTSHEO___ 1N 3 -s/4" 3 D1-CYEZ=TYPIGAL-- - - -- __ -�--- - V 0 W-7 WA5HEV_ CdI,fNEG-T1bN `W Q Q 1 _ - - - ---- - --- -- J Q 314h - h�4� q L-f-L.AVA_70MY - - -_- _ ---- --- ` - - _ W a oc - - _ _1n —1VG-1_ WATER GLO SET- T W 0 yV [Y4" _ EX1-iAU5-[ _1ZEGIS-FF-7— TYFfGJS.L-- _---_--_ _ _-- _- O H15- 1 HOSE f31�t3 _I_ 51M I z 1_4 - -- _ - - - - z 0 V �� `9 I P W W P - P F J W 13T_-1 L3A714.711L3_ tNY ELEV<<4-7-1D l 51M Z _ 2 N�' I �f 4- 51M EE 51T�=P_LAN M - C \ ' ,¢u 0 6_ E 7CI=U 11 S'T DLIGT_WI- H 7m z:C-YDAi`'1 f E2 Q a W 1 1= _ _ 3 AL�ICI=ACSS__DZ�QlZ�T_FLL36tZ=°LYFIC,AL _ D 1Z CO-1-Mm U O 7�'II 01-4- - - _- _-- - - ® � r _-----_---- - --- - - - 2"FD=t = - _- _ - ___- -- _ �� ai n _ n Iu :lV4 I z` W 't ,• fi 2 CONNEC-I` TO FOUNDATION - _--- --- (---- —a- i► - A m .�_�' ,,—--_ , _Vi. H 05E_ VALVE _EAGI-F - - OIZAIN -SYSTEM_ _21' - 4"02,Y 5TANDPIPE -UP LL Z!VLLlP 5E a u M S F!,- t MOP sEt2V10E P5ASl N Z/i H05E VALVE EAGN_-FLOO_[Z - RZE OEPAIZTMEIJT CONIJEC7[ON - f: UP 2 'FD-2 7 - -- - - FIRE DEPARTI�'L>=N'T-_ CC7'NT�E�TLL7'N _ — UP W N HV-_1 _HEAT §- VENT UWl- `-"__ MOUNJT ON 4'_GOlcJC1ZETE. a 1Y_-GE ;- -COtJT'LZ..__PAD El 57-1 57OZAG E TA N K- r�Z[OUt-iT -Ofd 4-" CONC(LE7E ___-- -- -- - !'.;, P_AD >3Y CaE.N. CO NT'e.. - Z%z" WATER. SEfZVIGE - C�L]1ZYT_7_'= W H-1 WA7 ER P EAT E R- _ _ SEE -51TE -PLAIN 1"t-i _ --- - — J, `� I�1C�llNT O W 4" COIN CRETE-_ - - - -- -'uj i [L- CONTINLIA-T[ON - - - - - --- - PAD 13Y GEN. CON?'2. --- - - - -- w _TYPICAL OF _3- M-� m � - - - - - - J u W Z FIRS FLOOR PLAN MEGNAN ICAL 0 3 0 J 2 u 0 J La a _ 0 i _ 1 O G W O O Q C. R�iI �O `a�srsp+ F,p • 11356 ss�OMAIL OF c ■ c _ No Q W co z (A Q o W m � J Qa p LU UZI r 3 v W-f- WAS F+E fZ GO N N ECT I ot1 Y__ _- -_- - -- ____-- U 0 JIM _w 3 IzE 40 W - , 1�-I_ LA VATO IZY_ ___ ___ _ _ _ _______-----_.________ _______ a - - - - - - - -- -- ---- - !— J Q EXHAL157 ZEGISTEZ-TYPICAL _______ i Z5F_10 p _ r]' f' M( P 6EEV b5l 2 �q - W - - W - I . -- - - `-- --- ---- -- -- --- - W I iT`t M P W Z EV. Z RED [ I 4 4 Z _ it 1 (ZEV. 1ZEY s [ir7/r, EXHAU5_7 _DLC_T _Wf-r F11ZE_Qf ML�E)Z W p AND AC.C_1=5S_ -PAh1.EL AT FLOOQ_-:'LYPICAL_ Q ] m - � „ ?F_1DRY_STANDPLPE_�P= - ,��z`��7�1= 3 2EY, - �F=-;3� - - -- - -- - - - - - -- -- - -- t - _ _ 5 IZEV MODUT iL604F- - w1mcows i t_t N a� Q _ - O J a El . � W El W Z THIRD FLOOR PLAN -- MECHANIC AL 0 SCALE (3 SECOI-ID -FLOOrZ- PLAIN-=SIM ILACZ -- _ _ \ 13 (� a J 0 v Q J I 50 0 - W O Q ill 0 Q N n r C. Rai VO STN,Vt 11356 F�SYONAL V �O 9�f 0 C0�-4�� Q■ cn c . No Q � • z E �a--I SIN r-- I N LU N 7D k I 0 l ° N A N I U) (n En I= I 74 w \ . 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Cc T=T QA?H TUd _ - — - w a - --- 0 a OE-_IZ�-�I'FIIS FLQC�R --- ---- - - - z U O 0 1 w- - - - ---- - - _------ - - - - - GO _iZEV, O _f�_�XHALIST _)D_CT�T_T�RITH >=1rLE -Dl�v V r i? _ _ `N_ P _-_-- 5S- W-- P- P- w A-ND-AOCC_5S= 2 W P P- -- - W P 3 fZEV 3 2E1r' 2 2�eEd, gF_ 14__'T 1-i i s F=L0�5)Z_� W uj 10A " 2 1G 2 fLi=uV _ PEV, 3 3 - - yC[ ---- - - - - - - - Q a W - I W - 4{1 D-2Y_-�TP m p LP E DOV1L Imo! _ _- ---- - - - - -- - --- - ' YYI I?N _2'�i•�f N O 51;_VALVE _ -- _ _ _ • - � n I I - �E"t` F D fL-:Sl3Q�Fh'f---__ ------_-----`--- ---- _ - J 1Zy= VE1-4T=TYPICAL -I` 55,;-1 MOP 5Ef�VIG-E 13l5SI.J F4OLb- T1G1-17 TO S7P.U6T. / 1t pN 4!*DZIYEIZ \ T IEg7- YRICAL AM 1-I O L D 71G H T 70 5T P-U GT, ui - - DN m I Q J ' - W W - OC • _ W s - FOURTH FLOOR — ME GHANICP,\ L. o SCALE - - -- ins -;,,Loft -=-- 7 -- - (n Q 0 - J z0 Q � Lo R , t 0 Q� 0 Z w 0 0 w C- T Lrq � O � r cp r ,' 11 r n r -- - - JI L- - - - � — — ' W I ° to 0 Wa m � a w I a - W N Hil cJ r W c, o 4'�VT2 ! W 0 � Q P W_ _P W w F_ I W a 11 11 2 I 1 z w REY 'F W 0 3 VTR `3 VTR N J O I O z 0 U � � v , f E5T-1 I3A7 H T U d a °O \-IVC=I WAT EIZ CLOSE-7 - -f LAVA7TCTZ:Y- W _ W P EY- Z -4W -P 2 2EY. 2 2 o I — 3"VTR Cal— — — — w N � J El a I LQ•FT L-EVEL- FLOOR PLAIq_- -PL U MBINCA- A3" --_-_ - _ 1=XI-IA Ll ST IZEG 1 SCI=rZ.=?�P_l GAI_- CAF_ S__-TI-tLFls?�JTZ=- ----------------- - - --- --- -------- ------ -NfA[�IIAL�ZOLt1ME DAM-PEP- -TYPICAL - _ - zz X _EF-2_ EXHAUST- m -MI- -1=.XHAU5'L=DllGT__00--WN 'i'HEd-F_LQOIZ _�D_�II�I��T_-T�1_�-IOIZIZQN-rAL_EXNALIST L�L1GT__ _._ -M-OUN7-ON SPrz[NC�--V--I-L R-A T- IO- N—==LS--L-?L--R-7--0-TZ--5- - 0 J u 1�V-2 HEAT_ -^ -- -- AND -- --- --- --- ---- - --- -------- ---- - -- ---_ -_- -- , _„�._ - NT ON SPRING - - - - - - - - - - - - - -___------- --- -- I : v E H011 V[I3RA '-,.0 rSaLATO IZ5 (� 7 g - - _ -48136 EXHALl S'L _L5G/29= G)CHAIIST- 61JCT_--__ _--- _ __ ______ . _ _ _ _ _-- _ `` - - 7�rNECTE❑"TC)�L�uV1=IZ_ _ __---;_---- __ _ -- -- LOUVE 4 -IO/G :IO��o ,i ^kn '�' LOL[VE� -_ L4 3Co F?LEWLIM-AT?AGFfEC 7C_LC;LIVr=-Z- G Ox -- - f Z Z�PLEKMT-T=AT-LAC-HED-T-O-CCL1VETL 72x3<o VVITk{_ QlzY_EIZ �L�l�LT =�ONN1=G'CEQ _ _ S]V I T_H--D R`f ETA"DIEMS CON N EOTE D 11�C L3i:7TTQ 1VI -_____ -- r' l9 jl°) l _LLV TT_O M _ - - - - : rOLiN- -t _ PARTI_AL. LOFT LEV2L MECHANICAL PLAIN - - SGALE-- -- -- -- - -- - --- - - ----- - -- --_ 181'-I'0---- -- 1i-6 r 0 - Z . w p Q w � 0 Q RS C. R 40 �SYZ4�i�� coo s W • � NO W 00 Q � Z 2 N I - W J EL � Q _ r 0 (B cn --FLEX CONN EGT ION E F-2 W 6 /I� V 0 HV-2 40 �SP21NG V1f31ZA�TION ISOL/�TORS 111 � a Q N J 0 V z 7 Q Ww LOU\/EfL ` N O 24,E 24 0 0 r- 5 500 \ 1` -- 4-110 orzYE2 vE-w' W W f ' N J = � t I i �—• r , z 3G�c36 I ELY, 69-.D'I f 0 Q ��: i - 13 0 I ► J m I I V I 3Gx3� PLENUM I i Q J I - f SECTION A �� SCALE LOFT 0 t n Z • W 0 � Q 3°VTP- / FLOOrz T C. 11356 —NA1 E O co 1 If �� . 3LP FLOOIL r I -O I ', N o 411 / W 00 42 I L>2 51NK I%z I I I ! I (n Q o I n / 211 /h--I/z / I I W I i ra r / J a LAV s I'/z—� I I I I/ZII i i 211 1 21� I�I 11 0 LAY . I I n I 1 i N (,� w WnsuErz - w� \ EST Q Q I*1 F L_O O P- W 0. 11 I I Eq = N J i I Z 0 0 LAV 4 1� a w II LAN - N �( Izrz — r 211 ►rZ' at I 41 211 ' � m I ! "'WC . BT 11 I LAV _ 411 P \ M M i I N NJ a I 211 NOTES I WAS-fr-= At-40 VENT PIPING FOIZ ALL O-T NEfZ F-L DOfZ5 TYP IC-AL TO F1257 PLOO IZ UNJLE55 SHOWN 07HF=zw 15E, ui F, lO SEE SHEET M-5 F02 CON7INUA71DKJ I 3 0 SEE SHE-ET M-2 FOfL GONTI NLLAT ION. LAV El 1 � i I ITT I wG \ l e 0 0 �j X � I 21 4,11 13 0 0 F iWA5 N EIZ 2 0 WA57E A D VENT DIAGRAM Q Irz✓ � % (� a s ( I / ZII LAV W G II 211 � Ur i 411 it u 2 `F 2 I P '' LOFT 0 m Q Z • W W 0 Q - �&��✓�► �YI 11356 MAL \ OF CO��P R 1i NM L 0 Sf NK 13T %y I MS6 W m J 41� a wa Q LAV LAV — �YV 4/4 CID U) ST WC, � ' ( i 4 u Yz . f yz ,- / ► M5� W 110 Iiiim I � J W a � i ASHER. 1 u i4� w 0 3 " ' J 0 V �4� ' � Y LAV z'� WG Z w SINK W W a LAV 0 T '� r�-f Q J WC I 1 WC, i3T LAV .� � 5 All YV N W it a NOT E5: Yon VVATEfL PIPING F=OP- ALL OTHEfZ FLOORS I ' 7YPIGAL TO F=M.57 FLOOR UWLE55 11 I (q SHOW-N 07HE2W15E. _ I yzN I u D 5EE SHEET H- ?- FOfZ GONMNUA-7101.4, W N` I I W / - LAV I 1 z WG 13 0 ►" Ir4�'��' V/A-7E l2 2 I _EP, - D-lAG lZAM , - WASNE2 - V ,>< 2 �, to > 1 I LAV WC r A[ R HANDLING -- UNIT SCHEDU-LE GRILLE, _ _ L � HEATING= .-_---- -- MArLtC- __ M;4NL7FACTU�:E7Z± MODEL= Ns?; - C.F�M• _ S.P. TO--rAL E,AaT, = L.A.T. _ - EL)=C'tR7G L=__== __ _ ___ __ 2EMA2Y - -- -~_- MA21C _= MAMLIFAC7UREfZ.'4-MODEL NO.- -TYP-E_._°- USAGE-= - SIZE 1= P - VOLTS PHASE- GAPAC 17-Y _r1w VD_L7 S: PFJA.5 E STEPS z W 1-IV 1' T_RANE 70RRIVENT _T=3 1500 _ __ .b_" 12 208 - 5 _ --ZO'F 70°_F 44,8- 208- -- 3- _ IS- A� TITLI5 :3-PL5 - _ _ _ 'S1"DEWALL EXHAUSfi __ 5EE PLAC�I _ AG---35 _ _77/S.Mi�Ei2_ `_ Q Q W LENt-TOX_E.55Q' Z=G31_ 500__. .4" 14 - 2-05- l — _-2Q°F-_ _70°_F 13..5. 208 =_ __-C ?[TLJS- 27Z - F55 _SIDEWALL" _ SUPPLY __SEE t'LA[�I '_ - _=_ _✓_ _ _ 7 � T17U5 --3- FL - -�CDEW/�LL_ - SEE-PLAN - ----- Ogb'a�T ORS�r� A♦o �P PUMP SC-HEDULE _ _ _ WATEIZ HEA-TER SCHEDULE glFofco�aa� ELECTIZiGAL 570 ZAG E (ZECOVERY ___J=LEG?121GAL I�A1ZK _ _MANLIFAGT1j?_E24 MODEL NO. USAGE LOGATOIV TYPE G._P•NI `T. O.-1=1, e 2I=MAlZICS __ _MA21C MANUFAGTU2EIZ 4MODEL t-10. `TYPE fLEMA21C5 - H t,_��__ _VOL 75- PHASE CAhAC IT'r' [00"F- ELEM75 KW VOLTS PHASE - P-I _-13 47G__MOQEL_ 75- -DOMESTIC FIRST FLOOR IN-LINE 2 7 L12" IIS Vi1H-1 A.O. SM17 H DVE - 52 — 52 221 _ 4 -54 208 3 WAT ER._ 1z.EC 1 I?G _ -P=2 _ _B_4_G__MODEL ."!'�P>L WA7EP_ -F= FIR 57 FLOUR 1N-LINE 10 1� _ �la_ _ il5 _ 1 ■ n W,4TErL REGIIZG E XHALJ ST FAN- SCHEDLJ L-E _ _ N a 0 M NUFACTUIZEIZ4MODEL NO - _ - rZ.EN_ Y ELECTR[GP.L W J A A SER ED C�FM. S. P. D21VE R,P. M. VOLTS PI-4P%51= Q LC PT[ (OQC? I CELT _ 1240. Y3 - _ 1 1 5 .3_ SWITGI-C_ _FROM - PAWEL-- i ER-2 L. C. CO_QK =GH- ZI TQILETS - _ 20 0 _ I" 6ELT _ X34 %2 Z08_ 3 _SWITGN__: _FROM Pt%.UEI. _ U � EF-3- _ L _C.__G0014 [3GI1W - Ru0CiI- - 790 1/4,� 10112ECT -__1140 WALL MOUNTgo T'SU.T (3 U) - -- in U) Wr . W ao JQ in z 0u z � � a Ww W P2E5S -?1=M P IZ.ELI SFF VALVE ` a 0 P I PE CLELIEI- FLILL_51Z_E 'T4 I 0 2 __---2Y7." WA7 E IZ.__5 SI Z.1l1GE _ _ - ( m P-Z 2EG I eGU L4-TIO N PUMP �— 2ii SEE S1T-r--- �4�i -C3ALL VALVE --- �--- H EK G VALVE 211 f =1 TANK CIIZGLILA-TIOhi PUMP ra-- rd I%4�' GATE VALVE W . 3'4� W FF � 3 i W - WH-1 WH-1 WH-- - HOT VIA-i'EIZ 5T'OIZAGE 7ANK. } W 2 t 0 0 D O M ESTJ G _HOT_. 1lVATE R- F_L--OVV_ __DIAC-_iRAC I a 0 O J 2 0 � Q I - , i f L E!, EAID- 00 SYMBOL &--$CR/PT/ON G LIGHTING PANEL 0 w POWER PANEL z ' t2n MAIN DISTR/BUTIOV CENTER m H 0 TELEPHONE TERMINAL ----- CIRCUIT RUN; FLOOR,UNDERGROUND 0 a CIRCU IT RUN; WALLS,CEILINGS CIRCUIT RUN; EXPOSED —0 HOME RUN; ARROWS ARE No OF C/Ra)77S 0 CE/LING OUTLET al WALL OUTLET ! Q RECESSED /NCAND.-LETTER LLcwo ES TYPE { ® SURFACE FLUOR. _ + � y+ - ® RECESSED FLUOR. I--O-I FLUOR. STR/PL/GHT CO SPOT L/GHT d r,, + QD PORCELAIN LAMPHU!GL'R 3 EXIT LIGHT DUPLEX RECEPTACLE mQ AC DUPLEX RECEPTACLE .'ABOVE COUNTER -4)wp DumEX RECEPTACLE: WEATHERPROOF G) RECEPTACLE: FLOOR Q JUNCT ION BOX ■ N QQ 'CLOCK OUTLET c TELEPHONE OUTLET; WALL m (� `` Q TELEPHONE OUTLET; FLOOR N 13 P PAY TELEPHONE Q H HOUSE TELEPHONE z (t SPEAKER ` Q VOLUME CONTROL AMPLIFIER 0 \ S S/NGLEPOLESW/TCH subscript and/cotes sw/ta�ng 111 Q M \ \ S2 DQJBLE POLE SWITCH J ` S3 THREE_ WAY SWITCH ST0 THERMAL OVERLOAD SWITCH \ Sp .SWITCH B PILOT LIGHT � �— — \ Sk KEY OPERATED SWITCH S/V LOW VOLTAGE SWITCH Sys COMBO SWITCH/RECEPTACLE 0 f TIME SWITCH FN PUSHBUTTON STAT ION PRDPE.�TY LINE F-WM-i W/REMOLD \ - �\ � -PM- i PLI�s'MOLD -1p0 � � ( -� � ® MOTOR GYITLET B CONNECT/ON Q W ' � SAFETY SW/TQ'! W Q Q Q ® MAGNETIC STARTER OW CONTACTOR � JQ FUSFD DISC. SWITCH—DIAGRAMMATIC _ a ' �J L ^Od CIRCU/T BREAKER-DIAGRAMMATIC 0 INDICATES MECHANICAL E U/P. W J / OQ DIMMER, En 0 Q THERMOSTAT 0 V — 0 CONLYII T UP t ` w —0 CONDUIT DOWN W j / © SPEC/AL CUTLET-noted on plans Q a W SHADED ITEMS ON EMERGENCY CCT \ PHOTO ELECTRIC CELL / HOOD OUTLET ` 0 DISPOSER � m ELECTRICAL SERVICE ENTRANCE T Qti/E I 1 d y \ >— TELEPHONE SERVICE ENTRANCE PIED LSTAL.(7y'� PRO e�2TY [D TRANSFORMER DETAIL NOTE ■ DOOR CLOSER HCRN d CHIME ` N /•4 G 7Z7 /t\!1-E/ZC:EPT ESC/ST/ I F�S FIRE STAT N 1 d C ;57L75-14O7 /T ,4NL0 MX 7r 0 ?�71VB�1 \ !� -� —\� AP F/RE ALARM PANEL NN ANNUNCIATOI4 W ° �- TAMPER SWITCH ' N 77' / -- _NE :. GON _ P // 0 BYEAKGLASS STAT/ON Q •T THERMAL DETECTOR r or IONIZED DETECTOR a I 30 B cLCW�r A,0`c P09 M,4 r � Z � --e SINGLE RECEPTACLE % - FX0ICT L:C.C-AA „FJc/MA/Cf CaKMONS v �- DOUSLE LUPLEX RECEPTACLE r '------- QD METER , W --g r j Q � � W F ' L u ru,eE ;q� 1 / U TURE �' - F 01-H � 0 _— PRDPE�ey LINE J 0 y 0 � ... z. ................................ ' — P w LQ Q • _ - �GEGTR lCAL �5/T� F?L.AN �n SANDSTOi.IE. _ GF�EL�K. 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