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VAIL VALLEY FILING 3 LOT 21.pdf
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I i -Ci --- 2 X NAILER - --- �.o U �� � '~ `� ~ I _ �,- � � ,. l���'•> �� ' i� � � _ - - °- < � �' �` ° ' i _ . —�- --'Ic- - 1141i � � X � , t% . . �� .`I! � I e N � " � . m , i II I � ^. 1J � � 'I T.�.Jr. r . _ _ —___—_ --- ----- � �� 9" 1 1J2" � L5SU2i0 - i ' - - --- -�-- -- �I m � SEE PLAN -. - - - �' � � � I � .. _ -. � � � `�v �� . . �J' l . -i i � �-� - - �� � I � STEELBEN7 ..- __ _ _ �` i � S� � � ; - - - DETERMINEDURING � � �, SEE PIAN � � - � � C ' � I , CONTRUCTION, CONTACT I, � io I � "'�i�C� I ENGINEER O�<, � f�G —'�c- , i . � ��• � � I ����' . � . � � s'` � �5 � . I � � � � - + ' - - -- - - `Y . �C . � ; � � � �� i a- � xe I3/A" PLATE -_ -_i �. _ PLATF � �4 X U . � . - - - - -- '� i - .I � W,' 2� 3i4" 1"HRU � � � i � � � � w BOLTS I � � . � 3- 2X6 � I . � I � �I �, i . K1NG � - - j � ' . . � ' {. � � �I POST i I U i--i � . �, � � � � I, ^�, oQ� k - Z Q � o � ,�' �L`' � I J � 1 � � � F�I � '.� � � _ _ . . _ _ . ��. � -f � � � X � � � � - � � - - ��1 I �i� STEEL BENT � BUCKE7' �l BEAM � _� _ _ � r i .��— � l ,, Z.,_ 1 �- 0�� - � � l ; z�--i ,=o„ � w - — - - - - - � w � � , f� `� ° , � J f� � ° I PL. 3/8 X 6 W.� - - - - � �, �- U i � � ' � . . � -- STEEL BENT � � . � % ��-� � �� � D R NG Co SOTRUCTI NN � 2- 314 X 6" LAGS � - � � �� �7� � '� r•�,1 �-.� SEE PLAN ; / CONTACT ENGiNEER STIFFNER PLATE EACH - � j . � .-1 � i4i - - - PL 3B X 6 SIDE MATCH WEB / - - - -- EXIST GL � O U �1 � I THICKNESS �-- -- 1 _ _ _ _ ` l� ♦ f V � � �A� . � � � � � � �� T o s i ;a � �� � � � ��. . I sFE F�i nN �—...—_ , -- - , , ' `�, ' i i ra /` � r , � `� ,—� - , /� � � � LSSU2� 0 ��` , "�� � EXISTING ^ � li .\ � - 2 ��4" BOLiS � � "° ROOF I � rn i , ' . ' . . EXI -� -- , / � . . �� � STING WAU � � � �, ,I '' . � TO BE REMOVED ♦ � ' ; .\�\�I � � I --- - � \\ � � y -- - I e.� � ; d+ \ � � � '' T � ', � 'i . . -� - 1 � PLA'fE � 12" X 5.' X � � � �� , �� . , � i STEEL BEAM i% - PLATE : 3/8" X 5" � J4'` X 1" X a" i FLANGE WIDTH I � \,�p� �, I ` --� � � SKEWED SEE PLAN 2- 3/4" DIA.A325 BOLTS I I CUT EXIST. 1� �' ' a�0 '� I �i - RAF7ERS 8 � `?� , '�' � � EXiST Gl BM - -- EA SIDE OF COL r PROVIDE LSSU2i0 � ' `� � . i I SLOPED W/ 4� 16d I, I _ - - - - �a FA - - - - � � '� WOOD COLUMN ♦ ' ' �- � � � SEE PLAN � , � ��4 M� � I � �'-� _ HANGER C> EXIST . (.� L . _— '3� S7' L . BENT . Ca� _ �. ' ' / � / � � , � ' ''� 6,L ' .. _ - z_2X� —� WD . COL . � � � 3 z x s REVItiIONS �/ i ] / 2 -- 1 - Il � i li2"= l '- 0" a 2xs ' . ' �, � �� - - � .i� - . �j � -- -- - �� � � �`L , �`�. - October 4, 1999 , , �"�o `' � 6 u PER�AIT GL BEAM � --� ' '�f 1 �:. � I - ----- . � --- - — ----- - -- � -- -- ' , ' ��a �� � r s; 3- 2 x s � SEE PLAN � - � � -- f/' O � � i /2" 1 i /2' \J . � . �`\ . . . // / � �a�,.r � Q � - - - -- - - I ,Y ,I` �-_ \ 3- 2 X e � i I � PL 1 /4" X 3 ' W! _ __._ I � ' - - " . _ . . ____ — 3- 3/4' DIA BOLTS . - � � y ; 7( � � i � � - � -� 23�4" i 2314" � - - - � i I Q � --� —�I`_J`-� . a i i I I �� � i i � � _ � I � � ti l � JOB NUMBER — - I I P1. 1 /2X5t12X51 /2 -- I '. I i�i ' . . . - -* - � '- _ _ . �, SKEWED ��\ � Q F- - �� . � M�' � � I PA��'E Ottober 4, 1999 � _ � � - -_- I � i � � _ _ _ � PERMIT - s �' — URAWN BY EPK i � � m - � . � N ' N - j _ _ -'J I STEEL BEAM r CHEChED BY P�AN sEE P�"" , j - ROOF FRAMING PLAN i .. -f _: . . . .' ' 2- 3/4" BOLTS � - , � � � - 12 X 3" LAGS EA. S' IDEE 1 /4 = 1 '�0" �I I 1 . 4 - - - STEEL COLUMN - - - S7EEL COLUMN SKEWED � SEE PLAN � - - 2 X WALL SEE SHEET NUMBER I � � I PLAN i I. � � - � PLATE L� COL . ' ���� BUCKET @ COL . �.�STEEL BM. C� STUD WALL � � � � -- I � � 7 1 / 2"= 1 '- 0" �� 1 1 / �.,_ � '- 0" �, �; 1 1 / 2."= 1 �.. �., �� �-� �.; OF S}iEETS __ - - - -- __ _ _ _ - - _ .. , _ _ - --- - - - _ -- -- -- - -- �� . , - - - ; . , , , � _ _ _ _ _ -- _ _ _ _ - -- -- --- -- _ -- - - - - - -- -- - - - - - --- ___ _ _ - £XIST. FOUNDA l F�' � _ � r--- -- -'J. • � � , .. I -wY.---�-'------ "'�"-- � �� . � TRLICTUhAL GENERAL NOTES & SPECIFICA TIONS ' '- "4 X 2 �- 6 � ° 24 � ° �. S p Fioa Diop�roqms (?50 plf) sAOI! be 3/4; APA roted Sfu�d/-/-Floor, ?� O. C. Dloce r�tn B'-o ' � DRILL & GROUT 6 �� INT� ' WALLACE REMODEL dimension Oa�Pendicu/or to fhe pisf spon. fnd p�� �s sAON be stoqyered. Aftacn plywood w!fh APA glue EX/5T, FDUNDATlON WALL I � ond ot edges noii with Bd noi�s ot 6 " O. C. and ot intermediofe wpporfs witn 8d noi/s of TO O. C. / I g. Provide 2- ,/5 Dors wifn o minimum o� 2 �-0" D��k��ran beyond fAe s�des o/ a�l oD����95 �n wal�s, beoms �ES�GN QA TA : ond slobs. Proade r -!5 x 4 '-0� d'ogonolly of oll re-entranl come�s oI s/oDs. gy��ninq sAO�I be 7dtG. 4 O �t wind sha/I be 1/2" APA roted sbeothing, 24/0 wifh 8"-D � 9. Pravide occenories necessay fo proAMly support �eln/wcing ot the positiars snown on tAe p�ons. q, Shew Woi1 Oioph�agms (180 p�1, JBO p � I � �� A. DfSICN UVf LOADS hcmenslon Nerticol. End pinfs sholl be stoQgered Studs sAall be t6 � O. C. AttocA p/ywood wiln APA o� ` ), gppic Roo/ Snow BO PSF 4. Caroqe 50 PSF 1p. ReMlorcMg spocinqs ole maxlmum on cenfer ond oN reln/orcing !s cw+tJnuous, unless noted 9iue ond ot edges noTl with 70d nalls at � O. C. ond ot lntermediote suDP�ts with 8d noi/s at t2 O. C. . _. - � �0 PSf S. Wind BO mph, £xposore B SAeoth all exteria wolls full heiqAt NiM 1/?� P�yMOOO• Af o!� comers, min. 4 '-0" eoch direction, 6lock �, i 2. Residentfol FlOws othKwise. , . . ��i 3. Declrs 80 PSF 6. Seismic Zone 7 Plywood ed9es and noi� os noted obave. , c. stAes \ ERNE �T KOLLAR � � � I B. DES�GN CODfS i. Provide control joinfs ot 12 �-0� mox. spoting oi os sAOwn on the p�ons. D. CLUE LAMINATED B£AAIS . ENGINFERI , INC I, Unilorm Building Code (UBC), 1994 i ' Americon Concrete Insf%tufe Bui/ding Code (ACI 31B-B9) p. Provide minimum 4 � com0�« grove/ under Aoor slab o✓� g�ade. The molerio/ sho!/ consist o� min✓s Lominoted member sho// be dealgned ond fabrlcoted in oecov'donce witn "7he Stondord Spec�Tcotiais �Q' ? ,^ O , � Amtl�icon fistltute oi Stee� Construct:on, Monual of SteN Conetrucfian (AISC 9f� £dJtion) Z_���� a99��a�e w/ less Mon 50� Oassing the No. d sieve ond lees tnan 2X passln9 the No. 200 s/eve. �prop�bte LumDa (°roducers' Atssocrool�ue LamMated LumDer� published by fhe AITC ortd Ne _� . ee � � Amerkon msUtute o� tlm0er Co✓�struction, Timbe� Construc�ion Monuol (AITC 3rd fdlflon) � - ; Notiarof Design Spedl7coflons Ior Mbod Cmstruction (NOS 1986) MASONRY.� r, u�. extsria gfue Ior ol! expossd laminoted members. � � � Z Alf inembers exposed to weatner snou receive one coat o� end seoier of bimmed ends. Seo� an exposed � 7 � / � �I GENERAL : A. CONCR£TF MASONRY UNITS (CMUSJ surloces Nifb eeoier coat os soon os procfJCOI a�fer ere<<ta^� . , PROPOSfO CONC. WALL � I f, Any cnonges fo the contiocf diowinqs shoq be submitted to tAe sbuctu�ol engrneer !pr opprovoL �. AIl CMUs sho7l con�Wm fo A57M C9�. 3. Appeoivnce grode shofl De ln accordonce Nifh tAe orchitecfural drowingf. OR FOOrINC ' T e � ond interior concrafe DETAIL 417 NA1N STREET. S7'UDIO '� p, AN dlmenslony ond defa%is on sbuctu�o� drowlnqs sha/r De ver�lied aqalnst the orchitectural diowings 4. rf beom is confi/eveied ond tne contiJever is praotx thon one- fhird of the Dock spon. instol� beom � Carbondele. CO 8182:3 mosonry unifs not exposed 10 weo�Ae� or vorth moy be Grode �N� or Grade �5 � TyPe /. •�pp" dpwn. '� and ony discreOQnciet shol� be brouqnt to fbe vlfention o/ the orcnitect priw to /obricotJOn or constrvcfion. 2 CMUS ✓sed below yrode ond ol� exterror woUS sholl be Grode N , yv (A70) 963- 3223 � � Deto/!s on the structural drowings ora typkoL DO N07 SCALE DRAMiNCS. FAX (970) 963- 3223 � �, raved b the fn rneer. d All mosonry s�ol! atfain 1, 500 Psi co✓�PressiNr strMqU (f in) !n ?8 days. Spec%ar inspecfion not � AllowaDie unit stresses /a� dry c'w�ditions oI use required shall De os /ollows: I 3. A!� openings fnrouqh tAe structuro! system snop be opp Y 4 revuired. Memeers stressed prindpony Jn eenCing suM os Deoms � g��deis (AtTC ?oF- Ve) unless ofherwlse noted on drowinqs. !, Cmlroctoi shall prodde oll necessary temporory Orocing, sAOring, quyMq tx oMer meons to prevenf g, CRDUT Fb=2400 ps% Fw- �65 psi Fc(perp)=650 psi F= 1. BE6 psr - i excesslve stresaes and to ndd the st�uctural e/cmmfs in p/ace durinq constructlon. Members stressed prfncipolly in compiession or lension such os columns Qt t�uss memDers (AITC - a ,�n 1. All morfo� lo( exterior wolls ond inferJOr beo�ing woNS shoN con/orm to AS'� C270. �yye 5. p4F- V8) Unless othxwise noted on diowinqs. 3_ �4 I , � .RfG �`' , � 5. 7ne controcf struct�rol drawinqs and spxircations represen! tAe finished structure. They do not Fc(paro/%!)= �650 Osi £= 7. 6£6 ps% • �. � '' �J'T�''� , �', indreote the mefhod o/ const�ucNon• 7'he cont�ocfw sAal/ provlde o!l meosu�es necassary to p�otect the ? ��r �o� mosonry bmd beoms ond pilosters shoU be mode wiM stare oggreyoYe and shall oftorn 3, 000 EA. 57fP , . , . � C fT'•. F� 4 - � sfructure dui�nq consfrucfim. SucA meosures snoll rnc/ude, Dut ore not limifed to brocing, shoring /or y� �pressi�e strmgtD in 28 doys. f. MICRO-LAM BfAMS � '�� � v� ; p � - � looda due to construcfion equipmenf and protection o� ex�sfing structures. ODSenro��on visits ta the site by A - ^ 4'-0� unress cleon outs a�e provided. II deonouts OfC A���dGO IAM grout Mino-lominofed memDars sAO/1 be deslqned ond lobrlcoted 1n occordance wlth the "NOtionol Reseorch , � � tne sfruclurol engineer sholl not inchrde �nsP«<ia' o� fhe above /tems nor wi�l the structuro� engineer De 3 ��� p/�s snoll not exceed Boo�d" artd the "Na!lonal Desiqn Speci�colions Ior N�vod" � • � `�' �� � �` �. I �eaponslble lor the conbocto�'s meons, methods, techniques, se9uences for P�ocedure of consbucflon, or �ifts snall nof excted B'-0 '. - � � , . . r '' , ' fhe so%fy p�ecauHcv�s ond proqroms incident tnere to. t. Anorobie unit sbesses Iw dry con�tiwrs ol use repuired shon be os �o��ows: ,yq fa. SrEP - REINFORCINC a ,yI � 6. Optiars ore lor the carvenience a/ the controctoi. He s�all be responsible for oi/ chonqes necessory i/ C. Fb=760� Psi �v�285 Psi GC(P�0�= �30 psi £= 7. B£6 Psi �� � '�� �� n � , � h !I coordinote oi� detoils � Tne cost of odditima7 en9inee�inq work necess/tated � Reinlorcinq bon shau can/am lo ASTM A675- �60, Grode 60. _ m �p ;� accordonee wiM the manulocturer 's recanmendotion. � ""�x�l�(�� � � he choosee on option nnd s o ° ' 4y se/ect;on o/ an oPfion shall De borne Dy tne conrractw. 2. �nstoll mtcru �amJnaled me D e , 7, Any engJneerJng desl9n p�oNded 6y others ond suDmltied fd redew tho/1 Deor the seo/ ond slgnoture 2. Horfzontal relnlorc/nq sAO// be /5 ot 48" P��s /oinl relnlorcerrrenf (stondord truss typef sDa�� of 16 " � Ho/es, cuts, w notches not p�eviaisly opproved by tne enq/neer o� fhe manu(octurer sha/I � ' 'I on center excepl os noted. A bond Deam sAOl7 be instolled of /looi 1eve�s. rool leve/s ond foD ol poropel ° / \ '� , o/ on engineer reqisltied in Co/oiodo. roUs. Morizonto/ reinlprcemenf to be P�oc� in bond beom anifs, 9routed soiid. Verfico� reinloicinq os not be mode / ° ° �- - � �4 i9 l �- 6 .. shown on plons shoi� e�lend fuN heighf oJ fhe Moll in grouted ce/h. U. N, O. / • ' � � � 8. Dlmensions � ths sfruct�ra� droMings o�e exoct with the exceAtion ol mosonry ond sown lumber 4. Micro-lominoted lumber is morked on tAe d�awings as �M( " ond sholl be 1 3/4 ' wide. � I dimensions wh/ch ore nominal Vni/y ol/ dimensiws witn lhe orcni�ecturol drowinqs. 3, Provide 1-�'S in g�outed ce�� ot a�l cwners, ends oI M0��9� eoch side oI openinqs ond both sides of ��1�yJ noted otherwiye. � / Y� ' 4 Lop Dor sp/lces 36 bor dlomefeis, At corners and intersectlons, moke norJZOnto/ Dors contMuous or F FABRICATfD WOOD J0�5T5 (l-Ser�es) � i 9. Where rmquired constructlon detalls are not 9hown w nofed on thase plons the controcfor sAOlI noNly conlrol pinfs. I-senes /obricoted Mists with sfructu�o/ wood Aonges and plywoad webs colled /or on tne , - tht eng/neer Ond Me er+glneer snoll provtde su/ficienr deMl�s ior tne woik to oioreed. provide mafcning corner Go�s. i/ "�• i � .,,;!,� . � r :, ,-� ;. oad sAall not exceed Ne drawinqs (�JI/15, �JI/75. �✓��JS. �J�/55) are os monvlactured by f/re Tius- Ja�st Corp ol � f0. Construcfion mofer�als Snol� be sAreod out if p.?cP�- �- �� " . � �� � �. GENERAL REOUlREMENTS oise. /doho. Joists by other monulacfurers moy be used // the deAth ond del/�cf�on is epuo/ to n '� design liw lood per sQuare fooG w /ess lnon thaf o/ the /oisf 9pecired la the porticular spon and spocinq ond when outhorized J`z �.p � r � I. F!!! oH voids ond qrout cNls sol�d la o distance o� 32 � below an� �2� roch sidp o� o!I beOm reactions � oi other concenfrofed /oads untess noted otnerwiye on D�o�9 6 tne .�cAftec�/£nq�neec 1% � ��. if. Shop drowings sho/l Oe submlffed to Ihe orchlte� r '���� :��' � t�:.� r. lu' �n rtr��a� ."� e Engineers roview is Z, provJde vertico/ confrd ja�nfs in o/� mosonry woll of J5 �-0� moximum spocing os locoted on tAe y y � i intended only os a+ o!d to Me controcto� >or obtum -hq .:onecr sn,,,� cr _-wrnys. Krspunsi6ilily Ior prchitecfu�0! diawin9s. 1. Fo6�icoted wood %oists sAO!l be in occo�dance wifh fne manvloclu�er 's recommendotions. correctness shol/ ies( with fhe cmtroc(or. The convocfur sho�� rev�ew au shop d�awings prlor to 7 S�pP��, pi� p�oles. D/xking, DiiOgMg. Oracing, s6lieners ond aMx �Noted %fems os DErA �L �J VL � � aubmiftoL ltems not in occwdonce with the ConVOCt documents shoJl be (loqqed ✓A� his �ereM. Tn� 3 p�oWde mosonry /inte/ bond beoms as fvllows: `y� � sho0 �orings do nof rep�oce fhe oNy/na� controct diowings. lt �s tlre controctors responsibilily fo moke p. Spons not eKCeeding 4 �- B�� p�or+de 8 dea0 Dsom rein/orced witA 2-/5 Dors confJnuous Jn �ecommended Dy the manufoct�rer. � , � � W � � sure rtems are constructed to 1/re angfiol drowinqs The odepuocy of enginexing designs on0 loy�wt pottan beom. , � �, perlamed by others resfs wlth tne desrqning or submltting outhaity b. Spans nol exceeding 12�- a �' Orodde /6 � deep beom with 7-/5 Dors continuous ot bot�an o1 H � beam ond }-/5 bor cch �Muous ot fop af beom. Instol! /3 stir�uPS (s�n9ie �M) at 6 � on csn �el ho��zmtol �1 � FOUNDA TION: �o�;ng. eo< <� refnracinq sna�l 6e wifAM 3' oI fne Ootfom o/ fhe Deam �y O �y ,� a. C£NfRAL - WOOD BfAM � STEfL COLfJMN r , W ; t. me loundation des%gn wos bosed on tnt �ouowing ossrimed porometers. STRUCTURAL STEEL : FINISHED GRADE -_ /� � ABOVf r � Q O ' f. 500 PS� \ � L � I Mpxlmum ollowoble bearing pres.tu�e - D O9+ A. StRUCRIRAC S �fEL , 1�4 �� EXP. JT MAI�L' J ;� ^x� i ` � � CBXX POST BASE Pi 3/ Minimum alloNOble beoring p�es�u�e - b 4 "x10 �x10 V Strucfu�o/ stee/ shoa De defoiied, lobilcoled ond erected !n occa'donce wifh /otest prorsions o� tne '�,� j" �y� 4 _ 3�q " m A. B. n C�' ,.+ � Lotero� so!/ O�e9�/�� - Active �5 pci A1SC Manuol 0/ SteN Consfructic+n ond A/SC Code oI Stondord Procfi�ew 'hSAWS D7/7 meeting 1 - 3/�� rTl n tV i I - Posslve 300 Ocl (ne revuiren+enfs o� fne AWS Slandord OuoliRcotion P�ocedure. ComPY �� \ '-, itructuro/ We�dinq Code. / CUT SLAB AND ���1)i �(�/ ` rr�"� � � TAe ocfuo/ soil conAiti�rr shal/ be �^K+s�igoted ond tAe o6ove parameters sholl be verl/1ea 6y o Soi/s _ - ,'� _ , -- 7 '/2 �� N�N- $HI�INK riR�UT � REPLACE I Y �'-1 V I 1 All stee� sA011 Conlorm to ASTAI A36 exceDt tuDe coiumns whicn sha�l conlolm fo ASTM AStXJ (CR. � _ ' � , /'1 w . � � Enqineer, reqistered in the State oJ Colwodo, prior to construction o/ fhe Ioundotrari. !f there ore ony , � I _ �'� � _I I I I II I I_ I I � 1 1 � "� �i dfsc�eponcies w/th the aDove ossumpUOns, then tne /oundoflon sAOlr be re- designed. B) ond p�pe shopcs which snall con/orm ta ASTM A53 (Gr. B)� '�� I I I . T �. SLAB 1�1 C i / 3-,y5 VERTirAL � S£E PLAN ` � � � � B. EXCAVATlON ?. Bolts shall ca+Iwm to ASTM A325F. Anchor bofts sbop con�orm to ASTM A307. 8o/t s4e sAal/ be � �` �� � � 1. Controctor eAalt p�ovide o/I necessory sAee�ing, shwing and Drocing wnere re�p�lied to p�opei/y a�d ��4' diometer unless noted olherwiae. hrslo/lotion s�ol/ De in occo�donce wilh A/SC Specificotions �or __ �--j � i a�8o eo�ts, �978. lp "0 P1ER a � �9 W/RE T�ES r.� � -T, O. FTNG. /� A TM A325 or r- i S � ,. � n `T . I �olety comprete the work. Strucfuio� Joint9 U9 g __ _ _ � ; . � � w � , � -�. � f0 O. C. SEf PLAN W 2 � p. Aroid excessive �efting ai drym4 0� fne foundation excawtion duiing consbvctiar. Keep excorotlons j Ap �e+ds sna/� 6e mode with E�OxX e�ectrodes. � I � � W ¢ � f � � � � 1 ~ � � �i mosanoDly 1rK o/ wofei of oU time ond comO�etNY fiee o/ woter duriny placement of caocrete. � - -- _ _ � I �J1 � � 0. Prime oll steel �Jfh approved primer polnt to expoeed bolts. welds, and oDroded shap point areos. � � � �/2 � �/� V � II � �� C. BfaRrNG REOUIR£M£Nr5 � � TOP FTNG. c- �- - � V 1 , 1. Foofinqs sholl beoi on nofu�ol undislur0ed sdl be/ow tAe �rost depf� repuJred by fhe opp�icob/e Oupoing � _ CLR. ( SEE PLAN ' BEAR ON � � � � �p�/�, Any dscrepancies witA Me locting e/ewfions sAOwn on 1he p/ons s�oll be DrougAt to fhe ottentlon of 5. A1f co�umn bose p�ofes sholl hove 1 " minimum qrout to provide conl�nuous Deaiin9. � -- i B CRWT AND ANCHOR BOLTS SEE PLAN "�IV I+-- UNDISTURBED rTl the enylnen. ^ , . ; � pi ock or rouf sA011 be ahrink resistont £mbeco 753 oi e4uiNp�er�L � � $OIL . 2. Bu�ld�nq shaN De founded on con�%nuous conc�ete spread �oot�n9s ploced on undlsturbed naturol sol1. Y p 9 I . � SEE PLAN FOR REINFORCING' � � � . 'I 1, fxpansion Doits shoN De °MfJ-�7 _ RED NEAD ; w opproved wedge type. lnstoUed %n ocrordonce � i O ^ � � p. C£NERAL R£OU�REMfN7S rifh Me monulocturei 's repuirements. vJ ' f. C e n t e r I o u n d a t t o n s u n d e r c o l umns ond wo�is unless noteA o���.w,s�. �----f--- SECTION � . � - i 3. Neoded oncha stuOs (H.D. A. S. ) s ho q b e a t f o M B d f o s b u c f u r o l s t e el witA e p uf pment oOProrod by �he i � , � � '� � �, ?. P�oWde foundotion venf/IaUoo i^ ��owf sDocB oreos os repuired by the U. B. C. . stud monufocturei occovding to the s tu d m o nu l o c t u r e r's r e c a n m m d a�i o o s. U � I �-� ,j - �4 f A. W A 1' , ' �� � 3. Bockfil/ on wolls wrfh fi!/ on bofh sides sholi be comPOCled oneW�fo��n9��htemporory b�oci�ql/in 4 Anchw bolfs emDedded in concrele s/ioll be ploced witA seffing temD�o��s- - I $EE PLAN _ I � ' i slob h fet� Iabrkator. � f 1! kfiued on c»� 9�de only shall nave oi! suvP�"� nq R P Dac �� ploce prlor to p�orement o/ !he bockfill (unless nated o�herwlse on A�ans). 5. Locotion ond cocvdlnotion of oncha Do�t plocemMt sAal1 De the iesponsibillty o t e s � S7eel lob�icotor shoN suppty onchor bolf settlnq pion. , 2x10 LfDGER � CONCRETE.� � " w/ (�) s/e °m eoc rs � �s ' o. c. C. S7F£i CONNfCTIONS SECTION 1 /� � STAGCfR BOLTS TOP 7'0 80TT � p. CO/JCR£7f R£OU�REMfN7S 1. Provide bo/ted carnections Ioi steel beoms per �o�t I and Po�t 5 0! the A(SC Monual of Sfee/ � � , - WITH 3� EDCE D1ST. �, Concrete Iras been designed and shol/ be carst�ucfed 'm occwdonce with !he lotest editions ol fne Cons�luCfion. Excepf where otherwise shown, p�odde connections lo supOw� �oods eouo� io one- holf !ne � i Amer%con Garerete lnsfrtufe Building Code, AC! J1B and Specilicafione �oi Structuro! tota� uni/orm load capocity ol the member. / EMBED BOLTS 5 �� MIN. '� Concrete for Bui1d/ngs, AC/ 301. Provide nof or col0 weathnr profecffon P�� AC/ 305 & 3� 1, A minimvm of two Do/ts slrolf pe used for ol� connections. Slze ond grode snaU De dete�mined by fhe �� I lobrkotor. i 1. Conaete snoll naw o minimum comP�eui.e sbenqth ot 28 doys ol,� � � �ro,�s � �oo�-�g5 3oao AS� STRUCTURAL WOOD FRAM/NG: YYO ' REVISIONS S/o05 JO(JO pSi , I A. D1AlENSIONAC LUMBER � �� 7, Provide Type IJ cement t�rouqhout with 4X air enfroinmmt. A/l wood membcrs shol/ Ge os descrlbed in !he 1991 edition oI tne "NaUona! dtsiqn Specificofions . r ( . OctOber 4, 1999 � �or Mbod Construction ' by the Nofiono! Forest Pioducts Association ond Me W�AW. � A ` PERMIT � 3. MechonfcoNy wOrote concrefe. , �. Unless otherw/se noted on tne drowinqs. wood ��omin9 members snol� be Douy/os Fir/Larch, Grode /2 ` � 4. No odmirtures sholr De used witAOUf opprovol by tAe enqineer. ar Detter. Redwaod members s�oll be construction qrode. � � �i 5. Additlon o/ wofer to fhe botch moteriol lor insulficimt s/ump is nof Permitted. p. Sizes shown ore nominol, exce0t when noted os RC (Rough Cut) they ore lull Qimensions. \ ` 2x10 JOIST � SJMPSON NANCER !� 6. Do not D�oce pipes, ducfs or Moses M the structuroi concrefe withou( fhe oppiovo/ of the �_ q�! wood members otfached to concrete or masonry sha�l be redwood ai Pressu�e treoted IumDer. � - . " SEE PLAN �i mqineev. t. B�ock oll joists and roRers Der the U. B. C. � � _ �' 6 � C. M. U. 1 �� i � � rnorouqhty clean oli cose ond construction joints prior to p�ocinq concrete in odpcenf vour. S70NE VENfER �- EXISTING CONC. WALL , I B. FA57ENfR5 AND CONNFCTORS . � 8. Cmcrefe shoN not be in cw� toct �ifh o�uminum. A�temote /oslenrs ond connectars to those Ilsted Delow, which ha�r /. C.B. O. app�orot, moy be used with i opprovol oy the Enqineer. ' �'4 � 32 � O. C. B. RElNFORC/NC i wt�n tne .aC� i ; �`�`- JOB NUMBER Detoiling. 7oDricotion, ond ermction of rdn�wcing sfee/ Oo�s shal%`comC�375. �. Connectors shown on the Olons ore monu/octured Oy tne Simpson Stronq- Tie Compony. Inc. � �f� T/D� oncrete St�uctu of�er manufoctu�ea ehol! be deemed os epuiw�ent i1 thei� roted copacif� is eq'o/ ��o/ � � i; h Reinforcad C Connectors b mendofions or Pr cfice lor Deto i 9 y /octurers recom ,,. Manuol o� Stondord o _ _ T. O. �'�'AL� L_ �� greoter fhon thaf o1 the connxtw sPKdr�sd• FoNOw mon� ; - _ ' llA7� E October 4, 1999 � 1. Reln/orcing Dors sholl be AS'M A615-Grode 60. conneclors. _ - I I I _ V' , - SEE PLAN '' � PERMIT � Aeets on/ . arnectlons sho�l conlorm to the UBC ond AI7C. Relerence UBC 7abk- - I I I - / I, I I- ' ' I p, Welded wUe fobric sholl conlarm to ASTM A7B5. Furnlsh !n /lol s y y Al/ tlmbei nolOng ond C -I I I � ✓ ; �. I I I DRAWN Bl' EPK � � I Noi/inq SChedula A// no�ls Shorn signify �5inker� wire noils un/ess nofed otlrerw�st• y /rl CD C WALL O � 3. Concrete proeection /or �e%nloicement: 4x �ERT � 1 �- 4 " / NO TE � Cost ogoinsl ond Oe�monentty exposed to eorth ....... J in. �. Bo/ts �or wood member connections sho�l De 3/< � diometer, ASTM A307 witA o m�nimum 7 1/2� 1� / 8 " N . / fxposed to eorih or weotner. . . ... . .. . . .. /6-I'�B Dor. . . .. .. . 1 �n. wasner at eoch md (uNess nated otherwise). y N z CHECiiED /3- /5 bor. . . . . . f ,,� ;�. 4 ' C. M. U. £A. S�DE-�,,, ; TH�SE DRA WINGS A RE BA SED ON � q. $el/- dfillMg to9feners /o/ th@ oftochmMt fo st�ucfu/ol stCer 9noll De "TNr9" IasfMefs as mOnu/octured i � � �, Not txPosed to earfn or weotnei. . . . . . sioDS dc rous. . . . 3/4 in. 6eams A� cWa . .. � 7/1 in. oy guf�dex. ,�4 NORIZ. � /' i ' � � �- 6 ° �. � Y '' _ `° ASSUMED FIELD CONDI TIOIV . � s. Reinlordn9 iap spNCes snol/ be o minimum oI 36 bor diametars unless noted otnerwise. lap Nire C. PLYWOOD SHEATNING ; � --- ?- �j� CONT. '� � � /oDriC �einlwcemenf one fu/! mean plus 2 � ot sldss and Mds ond wbe toqeMer. p/yivood sheoMinq �or �oo�s• �oors ond extelroi Sheo� wo/IS shoN be APA Crode- Trodemarked C-D, SHEF.T NUMBER � �' Erpowre 1, unless otnerwise nated. ' / i TOP & BOTT. UPON EXPOSURE OF EXIS TING 5. Sp/ices in hdizonto/ beams ond wolls sholl occur ot midspon ld top bors ond ove� supD�ts !or bottom TQ, FTN�o. __ � . ' I�' Dors. 1. Roo/ Oluphroqms (?40 p��) shoU be 5/8", APA roted sDeothing, f0/20 D�oce with 8'-0� dlmension . $EE PLAN ^ / ' I perpmdicWor to Me pisR roffer or Iniss sROn. End /o%sts snon be stoqge�ed. AffoM plywood of edges � }� ! N <j, CON TRA C TOR SNA L L 6. Discont%nue onrDON o7 Acvlzonfo/ steel across cwnstrucflon/confro! jotnts. rith 8d noi�s at 6 " O. C. ond ot inte(medlofe supports with Bd noUS ot 12" O. C. � _ � I �l ` � �� � , - - -- -- i 4. , =;�e ond 9pot�n o,�,�d a,� �w�KS. --- -- CON TA C T S TRUC TURA L ENGINEEF' 1 jI 7. Provide comsr pors ol �quo 9 � , 0 ' SfE PLA" I FOR FIELD I/lSI T TO COORDINA TE SECTION 2 OF SHEETS � FINAL DETAILS AND FRAMING. �'� _..�. -- �--- - --- -- - -- --- ---- --- - _ _J � -- _ _ _ -- -- _ _-- - - - M - - -- - - - - - - - Y , . . . - . _ . . . - -- . � . - , � . . - - - - . �,.. - _ -.. - , . t - - _ _ - - - - _ - - - - _ . _ - , : <�.:�.�..,-. , . , _ . . . �w,��.n.��.�,��,- ,._,_._�—,.�__ -,_ _ =°�r ' ., _ . . . l ., : r�ti r !'' . . 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' . . ,. . � . . . . . . . . � . . . .. .. . . . . , .. . - � �. . . � . . . � ' � . . .. . . . -. . � . ' . . . . '1 : " - � . w . . . . � . _ _ - .. . � �3 . . .. ' 1 . .� . . . _ _ , � . � -. . . . . . . �i .e. .. _ . . . �. . .. . .. . . _ _ , _ r .. . . . f ... ' , . -.' .. _- : . ... . . , .. ;. , . . .. . .. .� .. ' . . _ _ _ _ ., _.,. .. . . . . . , . . . , . . , .. � . _ . . . . . . . .. �. .... . . . . , .. . . . i . . , . . ' ' . . _ . . . ��� � • 1 �/ ` \ .� � � STRI; CTJRAL GENERAL NOTES & SPECIFICATIONS SONCRETE: STRUC7URAL WOOD FAAI�ANG: ;' :. e ��� 4. CONCRETEKE(li]IREMGNTS .4. DLMENSi( >NALl.UtilBL•R �NERAt REn�JIREMENTS• C���.�� has t+CCn �i��sigcrcd and s�wlt ta ;on ,ir�cied m st:orJ'enie wi�h tAr la�eu editions of I#�e An�triru�i All w�xd f�u xtructural Gaming shall t+e kiin dned Uo�gla4 Firtixrch fti�xiiq �x graJru as {x�r la��x� eJiii�m uf ihe Concrrlt ln.qiteur HuiGlrag CnJe. ACl i!8 and Sprcifi��rrr�ns jnr Strnetum( Cnnnrre fnr RrilCings. Al"/ 30/. Nnnona! Desrgn Specifica�innx Jor k'nod Cni�,ctri�i ti�m hy Ihe Natiiwwl Forcsi Pndurts Acsexia�ion •rnd tfx AR�I-IIST�UGTt.1RE pn>vi�be Mn ur cnlJ weather prute�:tion per ACI 305 dc s(1G. folluwinp grading ageaciea� the Wcstern Wuod I'rc�uc�a As:wiation (w'W%PAW i. �hr Natnmal Lumhcr (;raJr� A. DGSIGN LIVE LOADS Amhomy (NL.GA ), and �lir RedwettKl Ins • � o n e 1 . Basic Rtwl" $now NO PSF 4. GarageF 50 PSF I . Concmr shall hnve a minimom a.mpressi�•n s�rongth a� ?8 days nf: pection Servi:c (RIS). � ■ ■ 2 . RtsiJcalial Flcwrs 40 PSF 5. N+ind, E{0 mph (S40' heigbU ! 8 PSF µ'aUs & kx�ings i�1fp r�� I . Thc (ullnwing design valucs werr u+rJ for IMugtas FirlLarch North lall applicahk siress fxlors a�ly � ; . Rvks RO PSF 6. £iei�mic - Zonc 1 Slahs 11�Nl psi per U.B.C. scrii�rn 211W 3 �: - - - J 2 . Pmvieir Typr 11 cemrnt ihrough�w� with -4-1�5F air rntreinmem. Sirucwral Jnis�s aml huilaup columns f2 2x41, Nu. 2 �s L+cucr D. llESIGN CODEti Fh = ti25 Mi F� = 95 psi Fc1 = M125 psi E = 1 GW�WO psi • ? . Cuncnie shall hr �,urM in n man�r to prcvrnt voiJs by using a su�ciem slump, mechani�al vibr�tion Beams atK1 Suingera. No. I Thr reyuirements ol tl�e Uni,�nreri Buildirtg Coda as puhlisheet by ihe lnterrralioen! Confertnre oj Buildiug OfJ'lrir�ls, shall govem thr deS+Fn and cons�nution ol' ihis work. 'fhr, fnllowing uides amt edilions were used: �M ���r a�� ��� Fb = ! ?(M� �i F�. = 85 psi F�� = 625 ps� E = 1 6Qt� l� psi • In[rrnation•el Conicn�nca nf Building Clfficials Juijnrni Bui(ding Code 1 UBC l�Wt) 4. No aJm�xmres sFwll be iaed withcw� approval 6y itk cnginecr. Piuis and Timt+ers. No. I • Ae�rriean G�acrpr }�stitu�e Ruilding Cnde IAC/ 3!R-Ry� S, q,����� �f wa�er tn �hc hakA matrrial fw insufficiem slump is no� �xrmined. Fb = � 2Qf1 p,i F� = 85 p�i F�1 = 625 psi E = 1 HiCi u(� psi � • American Inuitu�r o( Steel Cons�ncti�n Mununl njStnl Construction IAfSC 9th Edirion) Ligh� Framing and Studs. SmnSard ur Ikner • nmerican Insiimte ol' Titnher Coostructeon TiniGer Con.rrructidi .Wturua! !A/TC ?rd Editinu� 6. Do niM pince �u�s, ducu. or chases in �he suucrora! :oncrctt wit6uw ap{xt�val o( the rngineer. hn - Fw �,q FY - yS �� F�� = 625 psi E = I 400 00(1 psi • N.rtiorai Fexesi PrcKiuc�s Asuiciaiion Netianall�e.rign Specificarimi jnr lvna? Cnnstrurrrnn th'DS 199! ) 7, '�'Mxoughly cle:u� all kryweys a�ui rnnstrur�ian joims prior �o plucing concrc�e in adjxcn� �,ur. 2 . The fwllowing �ksiga v��m5 werc used fw Redwood: C . CHANGFS S. C�mcrrlr shall ncH be in rnmact wi�h aluminum. Conswc�iun Grade Any chynges �o the struc�wal drawi�s myu�rcd due «� itu acceptance u( alierwes andlor suhs�itmions are the Fh = 8?5 1 I I501 psi F� = BO p;i I��j = d�5 �,.� E = MINI 1 N RI r]I responsibili�y af Jx amu:ktix a� shal] be suAmiucd to the seruc�ural engirxer icx appruval. B. REWFDRCING De�ailing, fahrira[ion, and erec�ion of rciqi�xcing steel hars sl�all comply with thr ACI Mon�ml u/ S�a��do�u � � 1hr. (idlowing design values were uscJ fM Nem-Fir tiotih: D. SHl)P DRA WINGS Prac�icr fi�r prtuilin� Rrin(nrccd Cancrrte S�rurtures AC/ ?IS. Qmsuuc�ion Rr:uk .A�CIJtiIfllChllP OIIP Engin�r's revirw is intrndr�d only as an aid io ihe cvnera�:tex in ��tuaioing corra•i shnp druwings. Resp�x�aihiliiY' Fh = N�5 ( I I501 psi FY = 75 psi F � � = i7U ;.si F = 1 5(Nl OINI p,i P0. BoS 7J�j�� feu corr�tiyncss sha11 r�st wiih tlu coniracior. 1 . Rcinfacing Ams sha�I he ASTA1 A615 - GraJe 60. J . Si�es +hown Gx struciur�l wa,d traming an oominal sizes. j5 )!b Sl�Pet I . tihiyi Jrawings sh�ll Ix submiurJ w thr architeel &x all sauctw++) i�ems in adJiliun to i�rmc n•yuircd hy 2 ' WeWui wirc fabric sFwll confwin to ASTh1 A185. Furwish ia Oat sAeets unly. . azchi�ectur�l sprciiicaiions. i . Concme protertion fur minfixcrmenc S . .4l1 wcx�d attach�Y! to cern�rrh ur mawmp shatl l+c 2x n�iwaw' a presswe �m•r�eJ lumtxc Auach sill pla�cs S�euntfwa� Sprir�gs, C01304 )1 ; 1� 2 . A plan fayout draw ing showinE k�cation and ium marks tor a11 t�;e itamx sh;,{I Ae submiHeS w itb Casi a •ainu and •nmm�nil � ex _ ..... . . with 1 /?"n h.x�k¢J anctxu ix�lu (7" minimum emtx.dmem) s� 4R" on c�aier (nnkss mn��i o�herwixp �JO )I OOJ4 � FAX 970 8710(177 8 t b Fk > u, can .. .. . . . . .... . . . 3 fn . . ; F� � iiufividuat wb•asxrmF+ly drawings. Fz��srd �n eanh eK wea�hrr ............................ Nt�M18 bar : in. 6. ProviJc so�id hl�king he�w�rn all jois�s (greairr �han .x6'sl at hraring suppcxis. Pruvidr adeli�iona� . . . . . Nt.�S Fnr I 12 in . trlucking unly ;�s rcyuired by ihe U.B.C.. section 2?q6.7 and 2;2(+.8.?. ',;I ? . Tht lOpIf3CKM SY7:lII fCVj�W atl shop drawiogs priur in suhmettaL Ilnnx no� in xcnrdanee with �hr contract Nrn erpe�srd w ¢nrth or weath�,ti ........ . . . ..... .. .. . . .. slabs & walls �f4 m . 7 . Install all jnists a�1 bcums wilh camber, if any�, to top lunless nc�d ��therwise}. . d�:ume-n�s shall h FlaggeJ upnn his mvicw. heams & cols. I 1 /2 in. - R . Rnvi�k duublcjuisic under all kucl fxaring �ni�ions running �wwra0ci wjoiSts and sutiJ Mbcking undri ,il . 4 . Verdy all A�mensions wi�h thr architect befcue submiss'wn �u f!x engipeer. 4 . Re•har lap splices shnll be a minimum of 36 har diameters un{ess noied ���hcrwise. Lap wire faMic �� �arin annioos runnin � -_:,Y rcinfom:mem ore ful! mrsh plus 2" a� sides anA ends and wirc tugrthrr. F f'' � (+alxod�cular �a joi+�s (unkxs ruH�Kl �wtxrwiscl. _ S . AI)t CIWn�2S, SIlI�5l1IUf1lM5, M (�VI�lIU05 �lOIII O�I�If18I l'(�IIIIBI'l 1y18W10�5 SIL1II I1[ CIOUAOiI My filaflUf3ClUfl'f 9. Pnrvide built•up wuai columns (No. 2 or beuer) of L2x6 (or �-2s4 ai : � » s�u.i w�Yii i �.�r a tninimUm munncr � �l �,_� ��� � ot (ahriwtor. Any iif the a(i�enKniioned which arr �a cicwticJ ur IlaggcJ, hy wAmi�tin� rani�t, shall no� hr 5. Diuuntinur I !Z of M�rizontal �rel xriuc conswct�on/cuntn�l µrin�s. o( studs m eyual sup�xteJ benm wid�h � unkss noted aherwisr, on pL• n. i. �y„ +�, considcrYd •r C; �ry�mved afl�v enginee�'s rcvkw. unkss noted acc�xdingly . 6. Pruvide cumer ban o( eyual sim and spcu ing around all ecimr�. 1 � - _ . M1. Tlk shop drawings dn na repla:e thr .xi�inal :ontr•rrt drawings. il is Uie uxivacuxs nr�xmsihiliry «r makr � ID. AII typical er�enw hea�krs i„ hr 7. . � In :u _ �h .ia.: M :,II AII i � ��ra, + ua�rn ,r im .��i.n i � , r+� ' ' � In ,�� � id �� ' 7 . Provi� ��S hars .vi�h •r minimum of 2'-O" prujection heyoml �he siJes �N a0 �x+enmgs m walls, bcams and s�ud wall (unkas mxnd wtkrwix � } �' � sure items are .onstrw4rl h� ixiginal drawingx. slahr. F'roviAc I �IS a 4'-0" diagonally ar nll rerntrant ccxmrs o( slahs. _ .J ,�.:. -. I,. 7. Thr adeyuacy o( engineering designs and iaycwt per(nrnxd hy ahers rests with the dcsigning �x wbmi�fing g , pr��� xcexsories necesaar �o ro rl su � au�hexi�y. Y P Pr Y pP� reiofuning a� �lx �ositians sM�wn cm the plaas. B. FAS7ENERS AND COFNtiCT� �n:; 1� 9- Thr ar:r of repr�rdocliom nf lhese c�muacl dnwings by any nimtacaw, suMcontrxur. falxicaax. erecwr nr y. Rrmforcing s�:ings am maximum on cenier and all rcinhKCing is conlinucwx, unlrss n��ntl otberwise. .Uttrnatc fas�eners and cemneci�,r. �� � ii�� „r ii :ir� txi�,�+ . w iu� �, n;,� c L� -N -e r ❑p�r,,. al. m:n hc u .rJ �. hh �lVq , maMnul w it� in fieu oF � � � upprv�'al by Itk Enginitir- �� ; �- 1 � �,' 0(a 1�eparm�on o( slw�p draw�ngs is exMessiy pmhibileJ. ! ` i r C . SLABS-ON-GROUND I . Gmn�ti�t�x< shuwa im dx �+Irns are manuLktwecl hy Ow Simpscm S�mng-Tie Company. !nc Cun���uv �. t��:. . F. GFNERAI. 1 . All slrbs-omgruund shall hr 4" �hick anel reinfnrcul w ith h"�6"-N�" I .SxN' i .4 welArd wirc faf+rir ur r4 �' IN" W�r iaanu(acmr¢r. shnll he ckemctl as eyuivalrn� il �heir rai�J capaci�y is rqual to �K Erealer �han ihat � � i � '�. �` I . AI! dimensians arel d.�rails on arwwrrl drawings xhy11 be verifird a�ainU ttk architrctural Jrawing. and any on crnuer cach way unkss mned otherwlx on ilx plans. Reinfix.emem w he placed m cemer uf sfah. ���x s�cified. Fullow manulaaurer's rcannrtnmi•r�ions liK insialla�ion of conneaors. 'R,�� discrc{woe�cs sha0 Ge Moughllo Iht altrnlion ol' Ihe archueal before roncuucUim ur IaMiralion cnmmencrs. DO 2. Thickrn all f�n slab cvlges lu N" x 8" with _'�t5 ¢i�n�inurws ltnp and Ix.ttom ). 2 . Atl timher nailing amf conne:�ions ,haN ennfewm w �he UBC and AITC. Rrlrrcne� UBC Tahfe No. 'r. l . t� . i; NUT SCALtt DRAN7NG5. Nailing Srhedulr. All nails >fuwn signify 'sinker' w•ire nailc unlcss macJ othcrwiu�. � � 1 . Providr eonstructionJcontru! ;oints in slat+son-�round na to exceed 15' oo xmrr ix as slx>wn �x� ihe plaru. . Cexndina�r all ��nings ihruugA flaxs. walls anJ roofs with tM^ MeclL' nical anJ Elec�rica! Cantracuxx. 3. Flol�s for w�i nxmher con�ections shrll hr i/4"t+. AST'M A207 wiih a minimum 1 V2" wasln:r eech cn•! . Naify Engineer if am �r�nings :ve to hr cw in s�nrc�urul systems. ' � . . . , . . � . , STEEL: (unkss nrnc.i othttwisel. Do no� cewntersink bolt,i unkss nortxl rnh.rwise an svuclural Jrawingx. . l . Provi�h all necrssary iemp�sary� bracfng. shoring. gu��ing �K .xher means to prev�nt rACrs>ive xtnsses anJ �u .A . STkUCTlIRAL Sl'EEI_ 4 . SelGdrilline Casicn.r (ur ihe aua;hmen� �o ctru.tur:,l slrcl shall ix� 'icis' ia,�rnrrc a, m:muiar�urcJ hy . huld strucwral elements in place during cunsuvcdon. Suucwral sicel sFwll t+e deiaikd, fabricale�l and erectrd in act�xdancr with ia�cst provisi�ms e( rtm AISC Manual Q��k1�'r � o( S�ccl Construrtion •rnd AlS(' Ca1e of S�anJard Prac�ic�- Ux wrlders mce�ing ttx� reyuirennnt. ol' Ihr A WS � 4 4. Dc�alls on �hc struc�ural draw�ings arc iypkal. Vrrify alt Jimensiunn with thc architac�ural drawmgs. � � v � - � SranJard QH�ilific:�tion Yrr.tedurr. Cnmply wi�h A�A'S DI . i S�rucu�rul R7(tiing Cr�dr. C , SH�AI'kl!`'! � 5- Thr contr�t struc�ural Jrawingn and speeificationi rcpresent ihr finished suucturc. Thep do nui indi.ate the I - AH shti:l shall rnnfnrm In ASTM AiA excep� wl+e rolumna which shall runform w ASTM ASW ((lir. B ) � ' Z mrth�xi nf eonstructiun. 77fc conuacta xhall pruvide all mrasurca ncxessaty t� ru�ret Ihc stru:lum duri Socaihin tnr ro��':. !1� ��,r, and r � t�n� ,r >h.•ar �� .d !s .Lall !n A!'A � �:adr :'r:r:_ma: kr-1i :?. !:i�;:curc ; � r_ 1 _ `. P n latesl ydi�i�m a1ut pi� shupes which shall rnnkxm k+ AS7M ASt IGt. B )- I . Roof f�iapnra�ms I lfi�i pll l shall t+e t/R". APA rat.d .hea�hmg, il)/'_il rlacrd wiih te'-U° dun; n.�, �n w � �� cansrcculiun. Surh mcasures shell includc, bw �wt br limited �o, hracing, shoring for Imeds du¢ �o ;or�struc4on � Q � � prr�ndKUl•rr io itn jnist. rafter or irnss s�an. FJn1 joinls shall hr s�agge�ttl. �1tt�ch ply���xKl u� cJgr. �,� h lud � equipment, pro�ecdcx� n( eYis[ing svucwres. Observa�iun visis to thr sitc hy Ihe suucWral engiimcr shall nw 2• 6oAs shall .onform to ASTti1 A325F. AncMx �d�s shall ccmiorn� ia ASTM Alil7. BMi siu shall he nails ai n" O.C. md a� intennediate wp��ns with IOd na{Is at !2" O.C. � O � incluck ins�Y�iiim uf �he ahwe items nur will tlrc xvuctural en �neer be re. - ��4"e. unlrss noted otherwise, In;taRa�ion ;hall be in xcor�rr wi�h AISC Sperificuti�nr for Srru�•turnf � N � S� s�wtsible fur the :onLac:or; means. Jaiats Using .457'3f A323 nrA49l1 &�ltt 1Y85. mctFwds, iechniyues, xyucar;cs for pn�cedurc uf' cunstnn iion. �x shesafcty rrcrauriues •rnd the pmgrams incident 2 . Fl�or Uiaphragms ('. I S pfry shall tx 1/4". APA rated S�urdi•I -Flnor. 2� O.C. placed with x'-i �" � ^ � ��'« 1O� 1 . AII welds xhall M madc WIUI E�OXX l`IK'If(Xk`5. IIItfICOS100 nJioular lu th� �is� s an. End �oints shall tx st ercd. .�itach I �woa1 with APA fue and ai r /1 � � � [k'rF*' K P 1 �SB P 5 F \♦ 1 � � � cJge. nail wilh 12d nails �I 6" O.C. and at intumrdiatc support� wiih 12d naiis rl 12" O.G � � 6. ih+iinns ar. liir �Ae cuntrxtot's convrn�encr. Ne ehall Ae respnnsibk for aH change. nrcrs.ary iflx chuoxs 4 . Pn�viJc shop applied �raint in ac.ordaike with �hr S�rel S�ru.tures Wrinung G.uMd s�citiea�iooc ay Gx all Sheaihing shxll � T & G . � � � r an i�tion am1 shall conrdinalt all details. Tfic cost of �i�iitional desi •n w�Kk n�rea�i�at�.l h xlrctioo i,( an eKteriur menat+crs. archi�ccmrally� ezposad rtxmh�er;, an • mcmhcrs an � �� � v ' � c�iiwi shali 'tx twirnc hy titt cunva¢tcx. � Y . Y (ws�d iu wea�ikr [�x an txcc.siec ri�x1 �+1 .. umc during constructiun, aixi wture inJknted nn tonslrucuoo J�kumems. CAnii sh� � . 5herr 1i'all [�iaphragms 12R5 plf. 1R0 pl( windl shall he I12'". APA ra�cd stxaihing, :4/� wiih R'-0" 7 . Any un inerrin desi n y +p pami un �errfxcc to Ix 8 g B ►xovided b oihers and suhmi�tcd fur revirav shaR Mar ihr seal and si n:uurr of an � ���' �UfIi1CC5 (D fCCC1YC 4'NI[IC[I SIUII. 3MI ami:�.� surfaces ��f M�UeJ cv�errnx�ionc Piruvidr �irW primnr paim for dimensiun vrnical. F.nd inims shall hc xta�cre,i. Studs shall he 16' O.C. Attach plyw�xxl wiih APA glm � � V :. c�ginrer ngis�crcd irt Colorado. � paintcd mCmbers at welds, t+o:ted ronre,tions, aixi ama� u( aMudnl shc� paim. ancl at edgrs nail wiih 111J nails a� 4" O.C. and m in�erm�Yiis�e suppcx�. with I lld nails a� 12" ().C. � ''Z � J ;: N. Dimrnsiuns on �Ix sirur�ura� drawings arc exac� wi�h 1fie r�crp�in� o( mawmrv aad sawn lumhrrdiinrnsionx Shra�h all e��crinr woll: full heighi Ai rll curners, min J'-0" cach dircc�ioo, hlixk plywu«i eJgrs und nail as � o = , : 5 . All column base lalcs shall havc I " minimum rcwt to rovidc ron�inucws hcarin �- � � P 8� na�ti aFxivc. Whi�h arc m�minal. Vcriiy ull dinxnaions wiih �he anhit�tiYUral drawings, Y�.y � H $. CROVT AAfD ANCHf1R ROLTS U. GLI�E LAMINATFI � DEAA1� � r � Q 9. WAerc reyuired conuruc�ion Jetails are nnt showa cu nMed on �hese plans the conlr.ktor shall tNOd(� tho 1 . All arkhor Md�s shall he i/q"� wqh minimum o( IU" emheJmcm (unkss n�Hrd �Nhcrwise). r j � �' en�inmr aad rhe engin�r ahall provida sufl'uiem tku�its (cK thr wurk ui �nca�i. Lumina�rJ members shull tm dcs�gned ��d �abricatcd in accaeiance wilh Tht Slai+dnrd Sperifrcalin�u Ji�r r1,r Drsrgrt and frd�rrcali�s� of S�rucrurul Glne Laminated Luneher publisMeA h�� �he AITC aml �hc appro{xia�c � ~ � ��� '' Dry ;rack or groul shalt Ix nhrink resis�ant Embe�o IS? .x equivairm. Lumtxr Procluccrs Ass�xia�mn. Q N 1 (1. Con�truc�icm materials s1�11 be s�xead ou� i( placed w� tramrd consuuc�ion. LuaJ shall ncH ex��J thr eksign i . Eh nsiun hnits shall In "WEJ•IT'. "RED HEAD". �u `� Gve fi� per syuare IixN. F� aqttuvetl wed�c �ypr. insiallrvl in xt�rd�nct wilh lhv I . Usr ca�crinr glur 1'or a�l ex�nrJ Iamina�cef inemRrs. manuCxiumr's nv{uir��ncros. 1 I . [ksign shown is for new aJditivas onfy anJ dors not inclucle any inv,:�tigerion nf �hc ex�riing s�rucwre, F'�' { ,,,, 2. A!I mrrnhers ex xtl tn weathcr shall rccnivc one cwt u( rnd sealer tu trimmed endc and ;r:d ;,II ex w�srJ � Q � cac��+t as nutul. 4. Headrd anchex stuJs � H.D.A.S. ) shall be attxhed io strunural sieel wi�h eyuipmrnl appra�rd hy Ihe swd sur(xes with sealcr u�at rs uwn as practkal after erectiun. � ,, manufx�urcr accimling t�� ttk uu�1 manufacturer's reh�mmenJa�icxis, - �� �. Appearance �er.rk �hall Ix; in accrxdancr wiih archi�ec�ural draw•ings FQUNOAT��N' S . ArxMK Mli� emhedJeJ in cwn rctc �hall he rleced wiih sriting templatrc. � �"�� � 1. If Meam is cantilevrred anJ elu cantilever is grea�er than une-third o( �F� back �pan, irts�all hram 'T(W' down. �uesurneJ non-ranansi�e. non•soluble, and itiri prone «� excrssivr consididrtion. (hvnrr shall rc�ain a snils 6. Lcea�ion and awrdinatiun of an:hex holt p{a;emem shall Ae dx rrsEwnsihility of �he stecl fahTk:arx. S�erl enginecr to inspect the upen ex.avation �o vanfy assumcvl dr�ign IaKis. Ccxk-rrie aFwU n�a Fr Fnwrcd hefnre a v�rlwl (ahticatcx shrll supply ancMx twfl selting plan. summary of the soils engincer's findin s are ;ven lo thr rn inr�r, 5_ Alloaahle unit svesses (or dry conditions of usr rcquired shall be ac fullows: � � � g MemMCrs stressed principally in Mending such as lkarns k gird.n IAITC 21FV4� Unless aherwice � �l. EXeAVA770N C STEEL Cc )NNGCTIOYS m>icd on drawin¢s. I . C�nUacicu shall providc aU nr.esear � shattin ¢hcrcin and bracin wherc rt uired �� ! . Pr<iride holteJ �unneruons for s�cel beams prr Parl 4 and Pan S nf �t� A .l.S. C. Manuaf aJ Sltr! fb = ��(� p�i F�, = 190 psi FgJ = 650 psi E = I 80t) 000 psi . J S• � 6 g 4 proprrly aad saf�lY Cnnun�crio��. Fxcept where otheruiu slwwn. �xoviJr c�nte�iuns io su��xxi k�ads eyuai �o nne-Aalf ihe �oul cnmplr�c ihr wcuk. unifrcm load ca�acity n( rhe memBer. 2. Av�id ezressrv� wetting ar drying o( thr fcwndation ezca�•ativa dwing construc�ion, kcep excave�iuns . . A minimum of two Ix�lls shall he uxti fur all cnnnrrlions. Size and gr•rde of he�lts shall he de�ermimd hy tNr re:�mahly Gct c+f wa[rr •r� alI �imrs and completely free .�I water Juring placement d the cuncrete. Atemhrrs streu.ed priirci�lly in axnpressiun or �rnsion such as colamns !R truss membars (AITC :) Unless iabrkaax. othrrwi.r n�Hat or. drawings. B. E3EAR►iJG RF.QUIREMEN7:S � ASSU�IL•DI F�tl = 1900 psi E = I 7(K1 U00 psi. � D. STEEL ti'(X )[) CIINfECTORS (Joiu Hang�en. EicJ 1 . F�xnings cha0 hrar on nalur'rl unJiswrt+ed soit or adequa�ely �prt suils engi�er) compaaed siruciurel lill, 1 . All wood connccux JcsignatH�oa sM�wn cxi ttk drawmgs arc n, manufacmred t+y the tifmpson Strong-Tie � tfeh�. the fu�t Jepih rcyuired by the applic•rble buittling cM1e, Any di.crepancies wqh the footin�t ek�ationa Levn�a�y, Inc. 1Sunpsonl. Any suhslilutions with cus�nm fabricnied connectors shall ronform tu Simpson E . MICR( }I.P.MINATE:U BFAMS shnwn �m the plans siialf hc hnwghi to �he aurnticm c�f thr engince�. sp�xilicati�x�s inducfing plate ihi.kne�.�•+; wrlds: heanng areas; and sizc. numF+rr and Icr:at�on o( nail/M311 AuMs Micra-laminated rtxmhecs shall Oe desig�i and fatxicated in sn�rrdance wiih dx h'a�ionu� Rrsrnrrh 8�wrt/ anJ � .. �u�lding to bz foundzd on cantinunus cancreLL sprcud faNings plx�l e.n undis�urbN granular wll wilh thr (mos� o( Srmp.uns' lis�rd hang.r capaci�ics are go.•crned by iht numtxr a�x1 size uf nnils or kwlu a�nl thc �he Nutinnu! Dtsign Sptcifi:ation j�r Woolt � � � fullor�ing SllowaAk I�aring �xeaauteg: fxrring area in c�x�tacl wiih Ihe wotxll. � � 1 . Alkiwahlc uni� stnsxs for dry condi�iuny ol usr rcquircd slwll !+c as follows: . � Muimum 130O pst iDL + LL) 2 . All Simpxon designaunns on thc dna•ingx Uut arc (ollowrJ by "CUSTQ�I F�1B-" arc var�aiKms uf siaixlard Fh = 2MN1 psi f•�• = 285 �,i F�� = 750 psi E= I SW 000 psi � � Simp�n cunnectiKS. Sulanit shep� elr�w�ings �o the engincYr for u�ryxovul l+c{�re (aMicriiim. � ? . Refa�ning walls am desigced baseel on ihe follnwing: 2 . tns�ull mkm-Faminmrd o�emhers in a:cixdarke wiib �h maau(acturer's recomaxndation. �� � Ac�ivr �xrs�ure 45 �x;( passive prrssure }W �f ? . Hnk�. cun, �rr nin�his nr,t pnviiwsly approvcd be the engiinxr ur the manufac�urer shall not Fm maSe. �„� . AI-rcu �xi.r, swr 50 �f Ccefficirm o( 1'nctKm 0.3 ,�°� � . S. Micn.lae�ina�ed Iumt+er is marked �x� �hc Jrawings as 'ML' anJ shall he I )la" wide. unless n�Ned o�hcrwix. �s C . GENERAL REQUIRF:�tEhTS t . Cencer fcwndatiuns umkr ,olumns and walls unlrss mx�tl oiherwiu. 5 . Sidt loaeied huil� up f 3/»" tr.�ms must he jolocd according to minimum manufac�uad sprcificaiions. F�wr meml+cr tram must uk Y�hs 1 unlcss n�wcci altcrwist�. ' 2 . Rnvl�ir Gwnd;uion vemil•rtiun in crywl spsc¢ arcac as reyuind by src�ion :317.7 of Uk U. B , C.. ? . Backtill on walls wlth fill on hcnh sides shall R ec+mpacted in ryual lifis exh salr ni wail. l4':ilis 't�ackfiilea � FABRICATED W'(1OD JOIS'CS 11•Series) on une sidc imly shaJl have a!! supponing slsM;. prrmanenl Gaming or itm{+orary Fr:xing m placc prior �o ! -xries fahrico�rd juisU w��h slrucwral wcwcl Ilanges and plywocxi webs ca11eJ fur ��n thr Araw�ings IT1U1511. � ptacemem ol' qie Mr:kfill tunlrss nuted cnherwisr on plans;. T1U250. T1V?50 8t T1115U11 are as manufacmreJ A� ihc Trus-loist Curp. of Bnise. Id�hu. loisis hy nther . manufacturrn may be ux•d when autlwrizwl by ihe Enginerr. � , I . Fahricated w�rxt joic�s �twll br msialleU in xcordance with thr numitx�urer's rarummend•rii��ns. .. 2 . Supply all ,nlalcc. bl�kku�g. hridging. bracing. stiffenr.n anJ nihcr rcla�rd i�.m� as rccnmmcndcJ hy Ihr � manutarwn�r DATE iTEM 12/S 9'i P�RMIT SET I I � � I L - - - - - - - � : . . � �. . . . . . ' " '.�:. .. . _.. _+ ..: � �. : '.,. . - . . _ -`� _ :_ �:' ._ 11 CdD.� . C�.� �..ri. _..�-2x.�" }:'ivi.`l�� . ix. _�� � . :ii�� ' .�.io �yit�..wi�.(u_.'s �__ __ „___ - . . _ _ , _ . _ . � _ . . . . . . . . . __ _ . - �' � . _-._-_ _ ' _" " . _�--�__' --�_.-r�__- . . ,F+"�'.'��'�'q ._ �� . _'_ -r � �� � �= ' } �' �.� � 1 � ' � � � �� . ARCHISTRUGTURE � ■ � one , „ � g - o { ■ � ■ - .� -- - _ _ _ ,� - -' , � � T1 � _ - -- --- -�- � I l�J L _ _� i i � , � �� sT G� s��c£ � . � r � , ' -� - - - -- � � i � ' L � L --� --� _ , Archislruclure Urre ' P.0 Box 114304 � 35 Sth S�ree� `. Iv9 �_� CE� �� � Sleainhnal Sprrngs, CO 80977 1 I � I 8 970.871.0014 ■ FdX: 970.811 W71 IONCp PIE2 W/ 2� xzxiZ" pp.p + -- 1 � 3 - � S ?3aR5 EA I�1p.Y _ � ���__� ?`� ExT, not,TS "'� / , �_ J I � � �� _ (��n � � Ou / -- -- - � ��,pn� I io � Cewsr) � �i � ' - � � — �- — -� �— � �— — — 1 / I � � � Y � � � � - - c�'�.+�'�+o� / 1-- - � � 2 1- - -� l- � i- - -� � �? - / , � � � � t�� , _ ,�� - '� fi � �� ;� _ G , �oNpl � - - � v � = � - - -- - - - - - - -- — - _ � _ _ - z s� y �� t � I- - -1 i � ioi '- g�� C�isr ) - io `1 �- � � �olo - o" 0 1 r I I �- � s�-p � � — I °IZ.' - � t: I qz' - � � r- -+4 — 'I' kl lo <v - 4'' d' \ � /?r�ic.�� i + 'I' F Iod - (o" �. � - — �— � _ -- � t' � � � I IOZ - o � E�i �i� sT. :oP oF 5�08 I � ± � � ' � - �- l�iu�t So�.� r� � � - - - - � o�' - q' --� � � ' � � ` ���. ��.s I — � r � urro r�or-rorl � � ,- - m atr � � I � oF ExiST SI13 ' � l oa - fo I �/ � .,. . L- � � � _yi'n ! - I 104� - � �- m l - -- — — � _ _ ; _ _ � % qs'_ Z t W W v i —� --�- P�� � , ' �f ��ov� �uST � l' � - i � � I ? .� �. � �. � �uQ �L ,� � �- - �- A � s ' - Go"- - �. 3- l0 �R�xY L�CWE � iNTo .. . � ` I _ O � � �Nl N'�cr/E � '� � � � � = �.X16TI�.IG1 WALLS -�' aJ I 00 = (o � ' -� �_ 4'� 12 �- 0�� II � �`�� I '' ' �� � _ ^ - - - - -- I • . �' F `15' - 2 ° , rr .. _� ----_ -- - � ' ' �wsT 3"� s� � rt- - � � i V1 � �, C ry 0 a/ ;. 1 � y � � , �XIST 3H �CU. `� I � V 1 . 1=. I 1 � I w FrJ . F� I It '� �}' \ � �. - - ---;-�-- - - L � � r �� 3 - G� x3'- �' X � Z� I ► �9 i � �J -a N � ^ �! t�cIST PO,D � � G:ot.1G . f�At7 UNCheRt � _ + : L _ �5 �- ;o I Z � `.i nl I FxisT. �TV+ l,J/ I v� j � - ''r - - CLAW�R) 4 - i` 5 C�RS �A. Wr.Y � �' I • I ToP aF �l.A(3 CNEW ) � � � O = ..S ' � � , x'°� rJ��I,J °P1J El f 8 � , � ' StL7P'a Tb pR+1�tN5 � � � � � � � � i � �� � / I� / '�n . �: � .. 9 Z _ 4 i..r � 00 �- (o d 3YI .q:3c�/E .:i i ., ; � . � � -� �-- � �- 100�- b� I � / �; r � � � � � 'faP oF 5� � NE.W ) i I I �� � � p W ^ , , - — — � � 3' - 4° - Q' " � r �- ��� �x� s-r_ s,.�,� NE� 4' c,o�.� s� � — - = - - - _ i �a� s 4 ; - - _ �- � r' � i , w� ,�� � � o o 1��� � i L - 1 - � m - �— - - — — — — - - ---L � r"� � � �� -- � �' } ,00 ' � � Y ; �� ; (Eiu Sf . � - — - '- � `11 '_ � � � ---- — - --- q4 �o° - � - - � � • -- - ' I �' 4�� � °I Z '- 4 ' i � � " I - --_ _ _ - -- ' �o -Q I - -' -- - - , --- -- -- - . —'- - "o � _ - - ; ' I ' I � _ IoO�- 6� � � �4`� `�1 � - p � � '� I �� 5� - 8�� � - - — I TF `1 Z�- �{-" _ Q � ' _ 4"_ . _ .. . _ � '-b� q '-4" � ,� � _ - -- - - -- - -�- f�Jor� : " '� - - - - - - • .. - - — — - -- - - --- ---- ---�}�- - - - - g , w I 8� GohJGRETE Wa.�l.b � �LLI t - -- -� = 8 � j I �° Got,lGR�fE F�fiti.IG-+ o �r L _ � O r�wo� ou5r. m�. . �15 '- � '' '3 � � I TYP. y . �J . 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DOWELS � 16° O.C. , , , , , , . , � n e , T _ WALL ' 90` HOOK 3/4" CLR w/ i . , . � ■ ■ ' TOP OF WALL ` INSIDE FACE OF WALL � � SEE PI.AN CONDITION VAHIES -- ._ 1 .w5 CONT � SEE GENEFlA� � '� ,`l`,; x` X.`;.`.`. �. , , , , ,\, , ' . H" �---- _ - -_ _ _- O NOSE " Fl� I #5 VERTICAL � i6' O.C. � - - _ NOiES FOFi . . . . . . . , • • • • , • M5 HORIZ. 0 i6' O.Q h � . . ` , , . _ 2-N5 CONT , SLAB S REWF , , , , , .'.'::.':.': � k5 Q 76' O.G EACH WAV ,' /�`:•;;•; O TOP 8 80TTOM � . .���:'.:' (VEF1T BARS MAY BE � � � � SUBSTITUTED w/ FULL ; _ a1 DOWELS J CONTRACTORSOPTION � s5 VERTICAL � 1fi" O C. i HEkaliT OOWELS IF 24' � � 3P' O.C. T LAB 2' MINiMUM NON-SHRINK DRYPACK PLAN 1 6• T. $�9Q- - - - � �' UP TIGHT TO EXISTING FOOTING a5 HOR12. � 16' O.C. � � DOWELS ARE CHANGED 70 ! � - '� I �r5 � 18' O.C. t Alternate SEEPIAN �—X X X, GROUTOFiPOURCONCREiEWALL REN101lEEDCiEOF Mook Direciron L EXIST FOOTIN(3 AS 6'-0` LONG � COUN7ERFORT � iOUNDATION DRAIN , j �E p�,qN �� i SF1C7✓UN 1 1 /2" CLEAR FROM Z IF REOUIRED BY 2- �5 LONGIT . x x � II STI�FOOTING *WTO� FA�CE O CALL � SOIIS ENC3INEER �� I NOTCH AS SHOWN _� , T. FOOTING i 1 /2' CLEAR FROM _ . . UNDERPINN WALL MUST i SEE �LF'N � BE POURED IN 4 FOOT W SIDE FACE OF WALL o i ArcbJslruclure Oire - -�I ^ STAGES, �, LAP ALL HORIZONTAL � ��2� � - P.O BUX I J'� �O4 !-- ---- - - - _ - � BARS24' � EACH � SEEGENERAL � ; FTG. SMAIL BEAR 3' CLR 8. • ALL A / - i coNSrtiucnon� �oirrr. • N°�S �a v+PS24 �70R71'0074 ■ F'AK 970411 .(�1? , , � ����� - — �E � sv+e a REiNF __ _ Sieurnhuur Spririgs. CO 4fW71 NATUiiAL SOIL � / - -------- - � / �� - � � � - � - - - - � , ri5 DOWELS � 16' O C. � • � , "' ' 7 PLAN � __ . � Ty �� ic'�� � � ��lN Ft� :J11 ;.� �3tI �� II w:� � � 1 Ty'� ' Ic ..�l � � � :� �� � t � � � ►� qS HORIZ � 1 /2" CLR w/ OUTSIDE FACE � �/4"= P � ' �, 4 = 1 '-:��� �s.�� � � I � 18' O C —X r:}.r.r.Xr.r.r.3.:. x I OF WALL. 90° HOOK 3' CLR . � � �^,F-0pt � n � '�•1.1.\.ti.ti.ti �.•M1.L.1�V � � WJ BOTTOM OF FOOTING L 4.1.ti. J.f.J.J , •Y'.!4• \.11•1�1�Y�• � � i'lYi" r N � . #5 DOWELS �;�;�;� � � \ 12 --� MATCM SIZE S ; . • .'.'.' . . ' ' • • • • • • `,:`:,` ,`�`�` ^ . .` - LAF SARS PEfi � LAP BA � ' � . -�-- / r � SPACiNG OF MORIZ. -f �_ - % � 16' O.C. � GENEW1i. K'OTES I WAIL REINF. i � ucK�.Ri�L 1JOTES ' ... . 3' . . . - . - - -t � . j � �� � FTG. SHALL BEAF � � � � t ? - M5 � EACN NOSE ON Ut�ISTURBED � ,�. ` �" .��'- - _ � i NATURALSOIL / � 3 � ,,,�._P.>, ' ��j i , M5 DOWELS w/ �T , ' M4 � 16' EACM WAV _ - ��, � 90° HOOK � 16" O.G CIR. �� � � ' � �� fl �� � l" {.� Illtlll�1i�j ������ I �� _ � "� � �� a� c�E,aRwiBOrrona , � '_ _, as � � s• o.c . _ � � ' -�`� � .��� SEE ARGi. DRAWINGS A5 � 6" O.C. OR �_yy�^ � FOR TREAC 8 RiSER :- 4�� = P-C� c�- .o-,s , OF FOOTING 12_ SEE PLAN ri7 � 12" O.C. �� @) � I '� _, � . DIMENSIOIVS. ye . . _ . .. / 4 2' CLEAR . _ __ __ __ ---- - . _ _ _ ._ _. . _ _ _ ' - -- — � - ,. . _ p ! a68AfiS8lAAGER a'�'?' ' � EXtc' I 'I �� f" (. c.� Llt1t� l ��� l � w;.� � � ��Gt1 �� 11 �j CORNER BAFiS CI.EAfi t t!2' CLEAF . -- I L w5 BARS 8 SMALLER � CALLOUT AT RETAINING -"-�• .�r'� ��= � �-L��� SOIL SiDE FACE ! TVP. Q CqRNER BAR MIN... � CONTRACTORS OPTION : � � ' � WALL REINF. •- - - 2' MINIMUM NON-SHRINK DRYPACK � (SEEWALL , I GROUfORPOURCONCREfEWALL -- � �� � SECTIONS) i UP TIGHT TO EXISTING FOOTING i EXIST FOOTING AS �� �� 1�CESSARY � `�� I y ' I ��;.� 1 � � �� I 'll � ! ' �� � Iltt' !':.^c't'•t�l . 11 �'Cc' Il �l1'�il 'C• Il� lij , � � � �`�'' ` - 6 ��.��� _ �� - �,.. � � � 2 c'� �� ri �- i ��t � �t .� ir�... (� — x x — , � w � � �/4 " = i'-1��� csm� 1 � . . , , .,.r. — . . . '�'� � EPDXY DOWEL #4 BARS � A � \ `,\, ;�, , , ; , � 16" O.C . O fs _ ; SEEGENEHAL \`�'%'%.`; � 6" EIdBEDMENT EA. END �y n � ; NOTES FOR ��//�, � — C SLAB & REINF q5 HORI�. � ` ►�l � � ' � � i8" O.C . � F�/ .�, �y � � �� N�Hr :�: � n5 DOWELS � �. � ..i Pi 16" O,C . � r' � FULLLENGTH Q v% I UNDERPINN WALL MUST � � I �E GENERAL O �; � I ` ' USE SPACERS \ J ; LOG COl � TiMEfER BE POURED IN 4 f00T PLAN - _ FOR WALL 8 FOOTING - NOTES FOR � Q � � STEP LOCATKXJS � I ' CLEAR t 1/`` � _ _ • i - SLAB & REINF • �' � � KEFiF P�0.TE ! /4' x COL WIOTH STAGES, � � �2, �_�E A�N SEE P'JW ; AS REdO � _ 3' � �� - LAP ALL HORIZONTAL � I � p �! rr ' MINUS 7 O CENTER LINE COL I ` .Fi� � - - - - - 3' \ _ BARS 24" � EACH • �X X X — �� r,, ' V�`� � � i 2 -M5 / T. PIEA -- � � _ ' 2- t/2'0 TMRU BOITS � •r r r;: � � � � \ -' x 4' 0• I � 5• AESOV�FINI�H (TiRA�E CONSTRUCTION JOIN7. I ri::�r` `r r : � � i'� �, PIATE te4' M COL AREA rd � --s ' "' � � � 2'-0' LAF D. � . . . .,. . , . . . , , . �— _ ,. T. 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' b n� � � � I 3 r ' � y� . -� ,� � � �y� DATE-----------------------------BY—'------------------------ / � � � � � / q y NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED � UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER I SUCH DEFECT_ IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS I SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATE SHOWN HEREON . � �� � i � ' � / � 1 � 1 W Z � J � 1 � ' . � � a � — ��� ' Q ' � — S I FND� PIN 6 CAP � ' L.S. R2183 = � �p4. I sj 1 � � o'/,� � � �i • 1 BACKLUND LAND SUR �/ EYS �9SO ; �o,�� �f � ��,`� .z ,� � P . 0 . B 0 X 614 � (�j�F��'� ���� ��� �� FRISCO , C0 . 80443 � PHONE ( 970 ) 668 - 3730 � 12053 � IMPROVEMENT LOCATI ❑N CERTIFICATE LOT Z1B �F A RESUBDIVISION ❑F L ❑ 7 21 VAIL VALLEY - THIRD FILING TOWN OF VAIL, EAGLE C �UNTY, COL ❑RAD❑ � i �3aau SuNUUU � t t�kivt SCALE 1' = 30' �_ � � J` � � G��� � C: ( � t �>> � , � yayo� ��ro x ' �,{on ru?9trS '9p9'y �� � 11 ' �,J �f� i�S� � � / �J \ � •� VA � '1 \ �! - mv4n � y� �/ CNINH. ��� 1 "o. " s^ ; � Cl B IN' Of {1^ �. r�IG1.. �+ N OtlNnCnB2YBtlS Nl . V v;J J � ° � ` ��ii �� � � � � :� � (\ Y OYLN ° IL � � V � i] 9 �N p[[ai uu O[x '* � \ . 1�.50 _ ' COwS�kucllpn � \ occe \ _ _ _ " _ .. . �. iv0 SipHY tla _ . _ i . _. . fRAn[ v/ � VPLKIIIIi LVL ) - �� � A� � � r � GIpLC � 6294tl1 �. Y-. � / I — _ I 1 � ���]I�l�����—�i ' _ _ / �. � /y a e sa�ucn� ni' . N� . PGN � d299 �Y ' - LL Y ROIY' 0'nnup, aM1Y � RIIN.0 • BeY�tli -. O. 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IMPROVEMENIS [IN TIIC Al1CIVt UESCh113Lf1 PAhCEL ❑N 1� HIS UAIF� , MAkCH 19. 2U01, k_ Xl'EP7 UTILITY CONNECTIL7NS, ARE ENTfREI Y WIiFIIN THE BOUNDARIES ❑F THE PARf_EL, EXCk� PI AS IN [1ICA �ED, 7HAT fHf_ RE ARE N❑ ENCRL7ACHM[NTS ❑N THE �ESCRIBED PREMISES 13Y IMh'RCIVEMENIS ON ANY AUJOINING PREMISLS, EXCEPi AS SIIOWN ANU THAT THERE IS N[) APPARENI EVIUENCl OR SIGN l]F ANY EASEMENT CRL7SSING ❑R Bl1R0ENWG ANY PART ❑F $AID PARCEL, EXf. Ef' I A� rvur [ u �,�, � n � ti�_ �, -� oi - ��-�� a��-- - - - - . __. . _ _.. . _ _ E3Y ___ _ _ _ _ NOfICF. �� ACCCIRIIING fCJ COLf]RADCI LAW YOU MUST Cf1MMtNLL nNY LEGAL ACfION BASEO 11PON ANY DEFECi IN I111 � Sl1F2VEY WIIIIIN fHREE YEARS AFTEk YOII I If: SI IIItiCIIVCh SUCH DEFECT . IN N❑ F. VENT, MAY ANY AC11L1N 13ASEU UPON ANY DEFECI� IN iH1S SU � 7MbIQ�: EO MC1RE 7HAN TEN YCARS fkpM IIII L1AIF fl� lllf:� CFRTIFICATICIN SFIOWN HEREON. � � B�r�,,. `a �'."�w—�.., C� `� : . �y�TEaf�: BACKLUND LAND SURVEYS �� 'r`` �`U � P.O. 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' b n� � � 3 � . � � � �� DATE------------------- BY------------------- � � / / ' ' ;• ' y NOTICE: ACCORDING TO COLORADO LAW YOU MUST COM �IFNCE ANY LEGAL ACTION BASED � UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER 1 SUCH DEFECT_ IN NO EVENT, MAY ANY AC710N BASED UPON ANY DEFECT IN TH15 I SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATE SHOWN HEREON . i � � � �"" —� � � � 1 � -- wl ? I J � ' 2 � � a � � � � �� � � ' � � _ � �ND� PIN 6 CAP � I LS. N2183 = � ti ' 9p S�� � o� � � � � � BACKLUND LAND SURVEYS �9SO ; P . O . BOX 614 � FRISCO , C0 . 80443 � PHONE ( 970 ) 668 - 3730 � 12053 � � `y �L T - _:, r —_ � �T � �� � I ��. , _ - � i ' � ' r�--�-� - �,�, � _ — - - � � J � � ; :,; � . . _ - _. _ _ . _ / � � •: t. / 7 -_ � � . '' . � � � _ -' - �_ _ _ . - - / � -- � � _� ' ! '- � I �"' I %� � _ �. '-c" ' ' _ . �-� �_ . . . �c . ._. _ _ � _ -_ _ _ _/ � _ __ - _ - _. . ` ' :_ _ . . 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"C;? • �"� ' � � � . p . � � ss 0 �� �oa no. : �a.n/a� o� � �� \ /� 'y �a� / � �FOOTING PAD SIZE `� vy � � � �� �.� o � � n��WN : \�� 7C ry.O , . � \` ,, rrPES "c -2o'� & " c-1(T' foNS. `�' ,x „ " - * cnr��v ; . yc i ti�o ,v �TE : \0 0°'` \� • rC � 3 ' - 0 " x 9 '- 0 " x 12�� deep ��• . R�vis �n � F � , `,,cc �.�oQ �D��� \ w /# 5 at 12�� E . W . Top \ �:' '� rm�, 3'' .��r COLUMN FTG. PAD SIZES �/ / \ � ' OUNDATION PLAN SCALE %a�� - 1 �- 0° ` ' � , �� o�`O s�°� TYPE 'r20'� DN. � \� \�eQ��r�a �o�`�� 20�� sq. ,� IO�� deep \x REFERTOARGH. PLANSFORFDN. WINDOWS , BLK -OUTS , � ,�� � � _ - , \ �Qo<<yo,��o�,�a� w/3 -# 4E .W. Bot. AND OTHER DETA �LS . VERIFY ALL DIMENSIONS . \ / /'rA�FA� � SANDPIPER HOMFS ; IN ,_ `o� �,qT - ��� rrPE�r-aa'FDN. �`�,�� s �,�cF� � "� l ��' 30 sq. x 10 deep �s � o,, �� PGaSTE�► , FOUNDATION FC '' O � n -� ; � w/4 - #4 E. W. Bot. COLUMN FTG. PAD SIZES �r�? ��r�/ ��y0,,90 � i i � � : , � -- -- _ _ _ i" YPE"C�0"FDN. �' r 'o si ASPEN GROVE Dl � . , ; � �_ 11015 ,� * ' � - - _ _ '� �?,, 4t, �F „ W 4 � sq. x 10� deep p a s LOT 21 , �lAIL VALLEY, f I J, °"�FS ���� a w / 2 - # 4E . W. Bot. � I' S�ONAL � . PA VAIL , COLORAD !: ��FOF CQ���PO � TYPE"C-10"FDN. 18 �� sq. x 10�� deep � DAVID WATTERS � & ASS � � � �� : � ,; � �� �� � " �` � �� � w/ 2 - #4 E. W. Bot. CONSUITING ENGINEERING ` k �`; � "` � ., 5202 WEST BOWLES AVE . Job Na . 10 - 1609 oP LITTLETON, COLORADO 80123 PH. 795- 6011 Sh1 . No, lof2 12�Anshx �f+R ,,, •. ' `�.c wau sio , � ( Trpe AA � 3'-0"o c. � �.. . Recommend10% fw5ft. i ' , race }ot� '+�' an � , - - II � 9� l ackfdhna . �� �• / • ? -x� Tapa Bbt Bas may be Cover w � � h waterproof MIN. 36�� Shorf Woll � � sl � pjo � ntmolding . � MIN60�� BsmtWoll � ,� atmidsDanbetreenpiers soscare3 `�. arroyfr0i�,8p�rallei 2-tCA Wrop d bottom bars aer pisrs. toeKterb� Malh for type AA fdns. Ceilmg joist _� "`""'� � ' ��� i� N sysrem . �RG� � - � ' ` 1e Nesonihor ��� Exp. JtMtl . /e Mosonifea /z Ezp Jt. MH . 9pnd8reaMer. ( Doeotallor P�oce 4�� conc . slab direcqy Use fleziblewater Dro edCeilin 2" - 3 '� Uoidatlop � �� TYPICAL RE8AR5 =� � I I _ nd 8reaku ( Oonotaltoy _ �'� onundisturb�d yOii. Scpr� p � pe & slip sewe TYP�cal Rebar -- - __ -- - a 6c rrn u�r f . ] � �� oinfs dta rnax200sq.fta�as. / ofportiYion . 2 - #4, ( TOP & BOT ) � I = slab ununderfdn_MOlil /TAnclwrBuuao " -O�� ac . __ (bp -fr. �atp"fdns. pipe connecrions. o DO no hroom fop of pler � NDe f 9�.Qfe�.. -. � Freefloafingadjustable W � N � W _ ti , - -- Shcwer or both � � le p ( freefloa ��. Do � � ' � � • ond culof e ifa_�__ � � prtition not recommended , sGght not atroch cabinets or z y ,o Q , � 2-� ��r ����a BOr5m0yDe M �n d 48 " . Place 4 conc. slob tl , ., � movement may crack �anir to walls , ( ( � ee z � � � � On undisturbed soil Score ;,., �+ br � rrle r � le . � _ � � (SameasVert.) I I �s � e Ysp4cedpfmdspanbetw Pnpiers f loar . I � � - -- _ I pints at a maz 200 sq. tf z _ . ` m z � � andbo� tam barsover iers . o . �� � m Donot nwshroqn topof �� + = n�-ieas IWw ft for type �4A _fdns d g MIN d 48 z � F iece bat�h orrshlower � oit , MIN. ? N - v ' - - --- _ - . - - p�er ond wt off same, if ony. /2 � � li M ' I j P b free ( loa �. 4B" � � � o , , Also scae 3ft o �� of �er ro top r i i ed - - ------- � � �, EF r � � � Recommend I � - - - - . .� rolleltoex otwdls (prtYDe ��AA fdns. v J'� 2-�(� �����rebo�� L _ � '; �' . x , ,lr � Mtl THESE REBARS MUST � 3 VOID MTL. EXTEND PIER TO PIER M �„ 2 -0 3 Void mtl btWn piers - 2 - # 4 r60 ea Fulldepth � � - . , (donot plouorer piers ) I ' �� �� 3 Vai I bfwn. piero ( 3rebnr Po� AAfdns.) Co�c . slab _ � f�er to ror of robar. (3reDarfor AA tdns 1 . (donotploce piers) f �p� Qja, drilkdpier. 4 ° Conc . slab reinforced w � th Sealvoidritti pdyethylene � �I yilled �6r5 I �� D # 4 , 9rade 60 , ar 24 " O.C . E. W. See Sals Report for need of l Seol wirM polyethylsni. Nate � # 5 (Gr 40) maybeused LARGE WINDOW & STEPDOWN DETAIL $ droinsysMmanddetails ' _ / Nofe #5 (Gr40) moybeused � so��sRwo�+ ro�neea � �nD�oceof # 4 ( Gr60 ) . SHOWER ON SLAB DETAII � -- - - -- STEP DOWN DETAIL TYPICAL ` inDlaceo ' # 4iGr60 ) . o� Oroinsyslemondd�tuiis� i' OPT. BATH ON SLAB DETAI L 4 � 4 � � . � " NOTE Pier luyout may reQuire chonpe to accommodate stepdowns. -' ISOLATESHOWER / BATHAREA & FRAMING ConsulfMifhenqmeerpnortowallpincement ( preferably f SECTION - I _ SECTION - �L _ � , _ ;,; � FROM ALIOTHER PARTIiION ON SLABS. # 4CONi. Driorfoexcovafi0n) . � �� - ._. _ ' � TYPES " AA- 6 '� , "AA" �� A" , '�A - 12 " 8► "-A- 10" FOUNDATIONS :, 3 o DETAIL N0. 2 m ' �aa � 2a �� o. c . vEer. - -------- -- � - - � -� o - r ' ': s MIN 48 MIN. 48�� �� � � � , Basemenr Fd� .Wall ,' �- %z Dia. AnchorBolfsat6-O�o.c. � ; � 2- #� 4 � TOP & BOT. ) WeIISb - �, -, ; u . p ( REGULAR ) I Recammend �0%ta3 f p�orEtobacMfilli 4 fwoll . - ( _ _ ; z � � TYD Po►adDOropenrq � • i ° i . # 4 powelis at �(1 Mosonite0r /2�� Exp.Jf . Mtl . � I I , � 24 " C � ° � I N =o I I Ot slob I�wl . I � � Band 8reaker. ( Donot alfor Bosment Conc . Slab � p � 2 #�r � � x4Keyway I / (To08Bot. ) skbtorunurderfdn. wall. ) /e� Masoniteo� %i�Eap.Jt. Mtt . � IEVEL gACKFiLL ° � - I s1aqqersplices. gondgreoker, (Doratall place4�concslabdirectly �� _ �� _ ` , ce 4 concsMD dinetlY �IaD to run under f . al1 . ) • • • • • • =' • ' ' ` BRICK LEDGE DETAIL ° � � � � I I o on � ' rbedsoil Score onundisturMdsdl. Score `' . . -� . . ' • TYV �° `� � � 2-M4(Gr.601Cont. intsatamaK200s4H. areos. 1 , \ , o p � - �, � �- � N a pintsatam OOsa. ft (Top88ot.) %z" Dia nchorBoltsat6= 0��o.c. i �� �� #� (Gk•, >=�; VEQT, /p Ezp. Jnt Mtl b�wn � Void Mtl. g��5 AT12" O. C . ' - ��s - �, _ _ stogqer splices.� . . hearih and conc sl�b. _ = z � REE CRAiNING ° � a ' -U o 6ACKF � u.. MTL • \ � 3 1NrtiCel � =o z a � �' SECTION - 3 ---- . � n x � - Q � � � _' • _-r v� ° I �IZ� G� . I I ' "� 4 X ; Y ' Seeshaded area on 1 POURSLABFIRST , P � ACE , 2" � wEEP +lOLES ^BqcKP�c \ ' PlanFOrlocatqo WALLON iOPOF SLAB @I �'-O" O � C MAX. ' � -- ' • ' • ' � o � �o � IFOR TYPES " A & B " FDNS � \ ._ of3��voidmfl .under - o o # 4 dR24�� E W. , Remove oll I soil � m -- ---- (oundation wal I . ° #t4Cc,p �.o) hoKi'� , ! Bearo isturbedsoiL � _ _ __ _ Note� #5fGr401naYbeused , , �,;, ,; � � � e ��, , � 7 � r � i� :� ,�� � � � `� _ TY _P . ELE V. PATIO DOOR OPEN ING Saaiwith poyefAelene. Z Z BAQs ar i8 " o . C . I � �Z� #51Gc40) maybeused inplaceof #4 (Gr.60) conc . slao +� �� � � � ^� SeesoilsReport for need inplaceof # 4 (6c601 . j on �isturDed soil. w ' T ' � �� �� � � �\ ;,r a d E p q p m c o n si r u C f i 0 n f or W olk OUt Basemtrnt poa 5e6! Mith I 4 x 6 Ins � de Le dg e� a c ' o f d r a m s y s t e m n n d d e t ' Da f :)ONeI � ! ruir fd w � : ' � � . iL �e , ' �� U : . . ` - W � q eR Q I I I 0 0 9 A S O I I. , \ N 30 � � JA � R �iZs MiN. 2 -O , 1 � �, , , N I � � , SECTION - I SECTION - 2 . . . . . . . . � _ � �! r: .--� o o• . ' , � . ° �. - � 4 . ,k6o� ; � - - TYPE � � � � � FOUNDATI � N ', • • ° :oNT AS St+6WN _ - �� v I � • - _ 2- # 4Frpnt � 3 " VoidMrl . � ~ � � � 2 '- P�° 8� �- 6" � � �/2 tAp Jn1���A ' I Drwn � ' # 9 .GR GO) � tie� . r � ��d �cslpb. AT6 �-o�� o , c . - -- . GENERAL N �TES �'�E C T I Q N - 4 S E CT I O N - 3 N I. Mm compressive strenqth of oll concrote shoil be 2500 psi , bas�d on 28 day fesT resuih ASTM C - 8 Well SbDed �/2� Dia. Anclar Bolh ot6�-d�o.c. � FOR'. TYPES " d & B " FDN5 . 1 #`��r-� 4�j `�q ` �'F `�� =" � N � ' 2 45��dO'� 2 ConcreinforcmqGorssAallconfaTtoASTMA615 , si4Grade60or # SGroda40Lapspliceashatlbeaminof24� R�"r^�"d ��% � �f� Brocetop8botianof ' , � � � � C`� , ,: , - _ _ - Nallpnor tobockhlling. � Bors to be conimuous fhrouqA (dn steps and ar�und corners ond fdn. intsrsectior�s H� inforce perimefer of open�nqs --- � PIERSS '- 0' C . MAX. SPAC�jNG infGn. with2 - borse�ItendinQommof30incMspostopsmnqs � 2 - # 4 ADDITI �pNA�� MAY. . LENGT 15 '- 0" , 2-Ik4(Gt60ICont e „ � ,� • • 3 Structural stesl shall conform to ASTM A36 ( Top98ot. ) � �gonife or /z EKp. Jt Mfl HORIZONTAL R,EBdRS staqqer splices ' Baid Breaker ( Donotallow i , TO N E X T C A I S'yS Q`N 4. Staadord pipe columns to conform to ASTM A35 , tyQes E or S , Grade B �� ( � YP. WING - RETAINING WALL „ s�ae to ��� onee� td � wo � � . 1 h Ancno� eohs U _ f- -- 5. 3 Dia odjustoble colurnns shall be II pauqe ood hove a 14 5 kip bod copoc � � y for 7 f t lenqth - _ at 6-O�� o. c �/q' MasoniFeor �/�" Exp Jt Mtl. p / eFr lenqihandunres}rpinedottop � ' Pbce 4�� conc sbb diroctly � 2- #4{Gr60) Cont 8 Bond Breoker (Donof allow 2 - # 4 �r , 6. Raof desiqn snow load used 65pst ; Floor d�siqn Ine lood used 40psf . 4 I ITOpBBot.} - tlob to run undir Fdn roll ) _ ^ � �, e , onundisturbed soil Seore -- - - T Y P . z � staqqer spll ces.- e . . . . .� . ', 7 Before consiruction verify olldimensions w� tA Iatest Architacfua� Plans and 6�naral Confraofor a &`� ' nlcotomox200eq.fT �pos. ';E,-- r � 8. This office should be notrfied if any c�anQ� to fMs fdn or the house p�ons ore ontici otedor ocCur 8s � � e � � �n PIaGe 4 conc slab directly D ' � �. � _ I � d � - � anundisturbedaoii . Score 9 This fda �s bosed onossumedsoils recommend�d by David Watters 9 Assoc . lnc - mY � o� r a 3 2 pints utu mut. 200sq f � areas. ' I I �� Side sRear and mox . beorinq pressures are ( D. L + �/2 L L I ( Tn �s report should befollored closely ) - � - v � � m � -- , `•, iype of fdr� to be used musf be determined �y dr ill � nq of test hola on s �te o� by fd� eKCavafion � � Z � Raqnen MD ��9• �.� inspaction ( See foundatioo tyDe Schedule th �s sheet ) _ � . lk5x I�- 4 �� Do�velfs at g' w� . r� � � ` � �0 Roofconstructiontobe [] Trusxd �oof []x Curkoof 6 4- O��orForm2x4Key � _ , • . 11 . Glu - lambeams shallbe : Fb = 2400vsi , E = 2 . 2x10 psi . $�plriMpolyetnylene , Beo� mundisturb�dsoiL ��� I + Beoronundistwbedsoil. �-- - � SeeSoilsReportior ITVPE "G10° FDN= 26' Note � 4 (Gr40 ) moybeused Ssalrithpofy! � - ��' � 5(Gr. 40 ) maybeused ,� 3" VoidMrl . �t E JntMf� noedofdram9defails. TYPE "C-20° FDN. = 14 " inplaceof # 4 (Gr60 ) TYPE '� C-10 �� FON. = 18° �Ap �oceof �i4(Gr, 60). I TYPE "G20" FON. = 12" / ELEVAT `� ON - 6 , SECTION _I _ _ SECTIONS� i� COUNTERFORT DETAILS - - - - --- - - - - - - - - - - - , FOUNDATION TYPE SCHEDULE � TYPE '� C - 10 ° FOUNDATION �' � NOTE Dorid Wollrn dAssa Inc must mspect foundation excovohon o�d rebar ot each building sitf pnor �o co�crere place�nent T Y P E " C- 20° FO U N DAT I O N �� Side Sheor ond Mor . Beorin presw�es ore ID , L. + �/2l . Ll . Rebor �o be Grode 60 �a equiralentGrodelO�. SupporJfireplace8hearthonmiaH�� thicN ' P TYPE fOUNDAT10N SOII PRESSURES REMAkKS 15,000 vsf mox end beonng 10" Dio . pien �o be dr � lled o mm. of Sft. inro Firm bedrock on tOnt. ab wi �hit4at6�� E . W ( Top d Bot ) �. 4 " X8 " Inside ledge ��aA�� �ers �500 psE s �de shear leost 14 fr deep Re � nforce piers with 3- # b ouqh�n , � DOwe from fdn wall to slab wif�# 4at 18�� � � ' 6Grode Beom 1 mm deod lood botlom 5 ft of p�e. holt. _ _ _ ` Drilled Piers �� � 10 ', D �o p�ers to be min . of 4fr. inro f irm bedrock ond o� . ° ° ,�_ � • • " A" Some os AA ' = _ _ v 3Grode Beom -4 r 10 ri'�nface p�ers w � rh 2-# 4 . Non-beannqPartition r ''. � .TS , I „ - � 1000 psf max. end bearin ` ,. -- - ` � - - �� � /tExp. Jnt. MH. , „ DrilkdPiers . 10 DwD �ersro on� ��. oF15fr �nrosf� f( cloysti�rsond. LL, , � iorLaqScreros "_-. ' �/y xp . JntMtl. btwn I ' A - 10 SOOpslside = , � � IR4ot .c. E.W. Bot & TOP & GrodeBeom .kein (orcep�eisv � rh2 -# 1. `+�' _ � � qe.ta�arero� sraei�ir - SANDPIPER HOMES , INC . �WAr , h rth ond ConC. slab. • • s mm deod lood __ _ _ _ y � "� � � � � � , -� . 00 psf Mox beor � ny Ploce idn. .roll direcNy on undis�urbed so� l See p a orion of 3 o a i e �ua larqe p 4� � �� \ � ' " B " o onGrwnd �p00 sf min. dead lood void mfl plocemenr under fdn . ro� �. I � �d � co�ed by shaded idn wo o , : !-'-� � FOUNDATION FOR �; � ' l� "C-0�"' _S.preodFoofin9 1000 psf mox. beor ��nq _ Place �oofinss on und � sturbed soil See sect �ons (o� foor �ng w�dth:. > = enouph tor slippape. ELEV. ASPEN GROVE DUPLEX ' � � � �� * � ' FIREPLACE FTG. PAD SIZE � d00Opsf n�o � . beonng Plo . e fdn woll directly on undisturbed soil See I sJ�eYN�il MOWilpoftaCh Po �pT 21 VAII VALLEY Fll . N0 . 3 � '°FF \2W 1'4'PE ��CM FDN . ONLY � Fr floofin }inploce hearth slabonpro " D " Wol I o s __ �o �d mil plocement und imted by shoded fdn wol Is � . BotlDmplufi Only. � ' `'�' � .. � ,rs, E o „ , � nqf recommmded. lfutilized , minimi:e 13,OOOpsf nax. end beo� i drilled�0( 8 R, into Firm b�drock ortdot � , a • �.g�pp VAI� , COLORADO f7TF .pfN �p`o�P� - z - x 12 deep `•: o{pvement by �solotinq from struCturol � "AA- 8° DrilleA P�ers 15 _ - p_ ar - -- _ leesr 1! } t. deep�R�� 'rce -- ---- 4 or 1 - 4k5- Rou9hen � . ", `� � ' �� 9 . wJ# 5 at 12° E W. Top `�. ! ;�me�bers. Albw 2 or3 �� free movemenf g �� 20, 000 sf Mm deod lood ho��am 5 fr of � . � / �oid13tslipjointatpeilinq. „ �, Noilbot. pbt� toslab. `+ DAV1D WATTERS & ASSOCIATES INC . -. - , • C - 20 SpreadFooting 2000psf max. beoring Ploce foohings on undistu�bed soil. See sections for foor� �g w �drhs. - `• CON5UL71NG ENGtNEERING � � � % SECT ION 4 r , `� DETAIL N0. I . �i: � 2� � VyEST ESO�+NlE $ AL' E JobNo. 10 - 1609 . �V ( TYPE "C" fDN. ONIY ) TYPICAL FOR PARTITIONS ON SldB , ; r , � Fror� , � ��; , eRa [!<� gi� � z3 r� H ' i5 fi!'' I ? Sht No 2of 2 '� SHOWING SLIP JOINT CONST. �1 • _ . , . ` . �� � 17 Anchu� BOlty � � F, -O �Oi � ► \ M'ellSlo . ( Trpe �AA° FdrK �r3-0"oc � ' Recomm�dl0% for5fL � race �op e� lomo ` �� Caver with waterproof . wall nOr to bOGklilhn� _ �'� slip joint moldinq. M�N. 36 �� Short Woll ' / . s 2-#4G60fio088nt I 8�rsmcYbe / 2-tk4 WraP �MIN 60�� Bsmt Woll / Ceiliny joist - - - - and b0lrlOm b0 S�e� p��IBrS � so srare 3 �t. cway hoa� 8p�ralhl sysrem. �"' _ - -- --- _ - . - __ - ', �� fo exler ior wolls for fype ��AA fdns. ,e Masonite �r � � Ezp Jt Mtf Useflexi6lewarer �� �� � TYPI.CALREBARS � = I � � % MOSOnitaor '/z [ rUJiMtl gondBreaker. ( Danotallow - Ploca4" cenc. slubdirec�y ro d Ceilin 2 - 3 Void at to � ' pipe8 slipsewe P =� o I � nd Bieaker IOo �! atollor , ' pipeconnections. ofparrition . 2 - #4, � TOP & BOTJ g TypiCalRebar - - ,� � sla orununde�_fdn . � `�� onundisturbeAapil. Smon � I slob un ,�nde� idr. wvli } '/ 4ncho� 8oits o -0 . c '� '� ! o ,nrs aro ma� "100s�ftonos. Showeror barh file � ` i � DO o �e� v .e !tA _. g, 3�:Q��j_ _ _ Ype Free floating adjus�able � - � ! ? n " ' ! A t I ' I(]0 �' t f�r t AA fdns . no1 recommended slight portition �freefloat�. Do � _� 5�n ' � . F ,} �_ . ". 2 � Do no � hronm to � noh ottoth cobinets or � " m & i movemenr moy crock � � �� �- Min d 48 —�� a • / ' a ^9 : ur � _ ie � o• � j. " - -_ � ° 12-#41lirEi(1)IT�Si3d).Bors britrle tile . vanit towalls ( free � � ; � � loce � � un� � �nb � � �1' � z = (SaneosVa � ) I z z f loat . � �* � � 3 � -, or me � s�u � bert , n� , �c ne � :+ 'v , �`�spicedalmds�an betreon prers t m � � �' z = a�d hor� om DorsovEr iers Flexible fiberglass , one — -- .c > � � u:� � = .; ' ,; �n.: v .��1Q SG : • � li � ; ! a - - ,_ .- _- - - _- -_ - p pieceboFhorshower, unit. MIN. ? a MIN. d 8 i � ' - - ' ,a� rr�s ,rky,i . ,,rry� ';,p ' fdns _: � � IQ' � 1 IGUnpFmushro0m10poi � �� i � Recommended free f loar. � —� , - � - , i ` o�Y � ", � �, ' � / i p,Pr ond cu� oft sams ' l o � P S � K� t r� ry;y�r Jrf� h � .. '_ �2 Ezp Jnt Mtl. l 1 � �� 48 -- - �r�i r + e � �or »011�. 1u� � y ,K .,,. r � � � 2-fi4 ;G� 6�euchpwr FulldeyMi �- - � /p Exp. Jnt. Mfl., iHESE REBARS MUST 3" VOID MTL. - � - -{ ' EXTENDPIERTOPIER MiN2 �-0�� 3 �� VOId mtl. btrnp�ers l + iZ - uq (�rn�iao�. Jr Fuuaeo�h \��� - - - nip�cr � orop �oWOfreDar : Yu`RNQri btrn piera ' ' � Conc . sla6 � (donot placeorer piers ) � lp� p ,� , � ;�; ,� w u� _ebar ; 3reDarfor �AA �dns ; I � � rehor tor "AAfOns.J 4�� Conc . slab reinforwd wifh ' -- rdc; pu� C•�:ce !ers) I r NJ� Oia dr � �19d pier # 4, grade 60 , at 24 " O C . E. W. !0 .6f6 �n ued oie -: Seolvoidwithpdyefhylene. 1 ` � L A RGE W I N DO W & ST E P DOW N DE TA ILS See Soils ReDorf for needof i , ' �i ��r�� �p�� zihyFene ' y� �re q � ��� 4 �� moyDeuSed SHOWER ON SLAB DETAIL =— 5TEP DOWN DETAIL TYPICAL droinsystemanddetails � Nr1e tt`; Il;� 4U! moyheusea �Q. �,,, ,SRe��. , �� �r; : . \, +npiatenf3t4j �r601 _ q �� 4 �� n D ace � � uG � �ar 6Q ) ,;° .MOm sys�mandde'�: 1 i �-' OPT. BATH ON SLAB DETAI L NOTE Pier layout may reQuire chonQe ro accommodate stepdowns ' ' ' .� s x c ISOLAiESHOWER / BATHAREA & FRAMING ConsultwithenqineerpnortonaUplacement ( preferably � ��.� �= �� tt / SECTION - I E .-, r FROM ALL OTHER PART ITION ON SLABS. # 4 CONi. prior ro excavahon) � _ _ _ _ _ _ _SECT ION - Z � - s� > s - • - --- _-- � ` 3 ° DETAIL N0. 2 °° , , „ � , , � „ � � „ „ „ � � „ ''� . . � _� o �a of2a ° o. c. vERr. 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X (� (�?� � _: A\ ` � r ` } a " . ` � � 0 ��� � - - - ��t� .� r. �� � � / � `Q = � � s� y /V " ; � . �� �:� � i �X}f / ("x�' ' � � � tl1 �1 � A� , � � / . � � � �� � �� � ° �,..� / �. � � ' V � . �� � 5�� V � � � U V \ � X- , � ° / `:o� � x.. � o � i. 6 � � /� Q . i � V ; ^ uz � � / � \` � 'q, ^ l .� '� ��`' ��{ / + � ��S•���� � " �� '��'eP��o�ee� �� �- °� � j C�r,,- ' 1 / � �. �� j 5 F z �a �� � � �i � ' . ��� �,, 1, � , , r�, �� / � y�- � � �� ���ti }�o ��0 � ' �, � � Q � w � 8. � � �' \� \ i / .-� , o � ,, ` ;� J J o: D� �' � 'o ., .` / -o ,, �� . ,� � h � ^ � � � � /- /� vo� � b y � CZ�O D�,� o� � � ' C ,� , � � ,C ,/� � \ � - - , \ / n \r - / 5 . . � � � � � �l�� F,�'� i��� �0 �i � D � � Y �'�, �/ \� � � � ,l �Q, 0. � � � � � �/ � � � \� � -C � ,� � , �' ` 70 , t , ` , = � , � ' � � ti' �" � v '�b��4 \ / l . � � d ,y�0i . FOOTING PAD S12E � � o < � 'l �,oc. r. � � .IoB r�o. : SAN/b� o� � D �. � �r�`' � � �' TYPES "C -20 " 8 " C-10" FDNS. -' ' , �^ � n� ` 0 r � ' GNS..^KE17 . c�c �^ ��0 �0� ��� �� 3 � - 0 " x 9 '- 0 " x 12�� deep y� �, �� `V t�.Te : sE �r �1� i8 ) ��r°° `�°Q ,�a° w/# 5 at l2° E . W. Top / �,, !cEVis�n :, • i re°, �?� .��`r COLUMN FTG. PAD SIZES ` , ' � ` `� � �� oti`O s�°� TYPE "G20�� � N. OUNDAT ION PLAN SCALE %a�� = 1 �- 0�� ;� �\�eQ��r'�R 30���`� 20�� sq. x IO�� deep � REFER TO ARCH. PLANS FOR FDN. WINDOWS , BLK.-OUTS , �,/ Qoc� \,���tiac w /3 - # 4E.W. Bot. AND OTHER DETAILS . VERIFY ALL DIMENSIONS . / t�, 9�. SANDPIPER HOMES � INC . �jJ� �4hO��� rvPe�r-�a'FDN. `�k A``sA�q� ' , T � , „ w A, � F �o�.� r, � �, br, ; �a , °��03�\ � . 30�� sq. x 10�� deep ��k3, °��^ �p,, Fj.c FOUNDATION FOR w/4 - #4 E. W. Bot. COLUMN FTG. PAD SIZES °fi� s'iP/ �C:� q� '� ASPEN GROVE DUPLEX / � ' F °,o s rYPE"C20 'FDN. � �� � i� LOT 21 , VAIL VALLEY , FIL . N0. 3 14�� sq. x IO�� deep p � e Zs F � VAIL , COLORADO � P w/ 2 - # 4E.W. Bot. o Dore: 7 - 29 - 81 , TYPE"G10"FDN. `�✓ ' 18 �� sq. x 10�� deep DAVI � WRTTERS � & ASSOCIATES INC . Des. : M . B. D�o( r. : R_S. CONSULTING ENGINEERING Ck'd.: Appr. w/ 2 - #4 E. W. Bot. 5202 WEST BOWLES AVE . � Job No. 10 - 1609 LITTLETON , COLORADO 80123 PH. 795 - b011 $hf . No. T lof2 OR ' I ` / %Z�Ancho� dolts at 6�- O � o c / Well Sioped , ( Type AA�� Fdr�s at 3=G o c � • Recommendl0% for5ff . racetap ottomo�— �� �over with waterpraof . wOq rior�obockf� u�n� • slip joint molding . _MIN 36 �� Short Woll � • 4 2-#4Gr60 op& Bo11 9a5may6e � 2-� qyy,ap MIN60 � Bsmt_ Wall � spl�cedo�mdspanDetweenpiers ' sascc�e3ff. awa from9pQrallel Ceiling joisr � � _ and bottombCrs1aer �en. _ �e p�osoniSeor E:xp. Jf. Mtl r D � „ � „ IoeKterinrwatls for type ��AA fdns system. h � -- - -------- - g � ; �/y�Masonitea �/2Exp. JfMtl gpqdBreoker. ( punofallor -. \ I p�a �e �� �ncsbbdirectly Use flexiblewarer „_ ,� TYPICAL REBARS = � I na 8reoker ( Donotallor ` i � onundisturbedsOil. Score Dro e Ceilin 2 3 Void at to _� �, I _ - lo �u ru unaer idn 1 � pipe & slipsewe P 2 - #4, ( TOP & BOT ) � I TypicalRebar '"� i " `'- ' -'� - � � om! saiama�. 200s ft. of par � �rion . sloD un under fdn wali ) � � q. arws. pipe connections. _ � �____ _ . _ ._ __ _ /y cho� l301fs -0 o. c _ _ — � _ H Freefloatingadjustable �N � o Donc + -hroomtopOfpier ( Type ���` � f .__; 0?3 - ���� f� `x � YPe AA �dns. 0 o.c. ) _. _. $ hower or bath tile ^ � � tlnd � ut ufi e ifan . ° ° partition (free float� Do , „ - � -=— - - -�--- � not recommended ,slight not artach cabinets or � Mm d 48 '� �� o � -- �� - � � ° 2-?�4 (GrEiC�)tlop88o�). BafamayDe � Place 4 ca�c. slab ly 1' van � r towalls. free z = � (SameasVer�.� movement ma crack � z ol I brirrle r � le . � � I � I _ ; . � ° � ` spllceo�finqsponbetweenpiers — � � on undisturbed soil . Score �� floar . � �r m z � , j unu bprtom borsover piers . Flexible fiber9lass one � � — -- � pinrs otomox 200 sQ. } f zl � F -_ - - - , z = MIN. d 46" a ao ' io�eoa ( IOOs�}�or�e_ �4A�� fdns _ � I a' a � =�vn0! m��5hro0mtppOF piece ba�h or shower. unit. M IN. � N � � �- - - - - - - - — /1 ;,,er end cc� oft same, if any. i �� i I Recommended free f loar. qg " o � , 1 Also scae 3f � a� . rom8 �� „ � /Z Exp Jnt. Mtt. � � � , � _ iHESE REBARS MUST � , � _--�- oralleiroex _�or wolistortvce AA Mns � 2 -11niGroO)aochu�erFuU �pth L - � �p f x p Jnr MtL 3 ' V O I D M T L. M I N . 2 �-0 � 3�� V o i d m t l . b t w n p i e r s 2 - # 4(Gr 6 0 e ac r F u l i d e p t h , -- - ---'---� o f p�e r i o ro p r p r o t r e b a r EXTEND PIER i0 PIER • Conc . slab i Idonot Dloceover piersl. � 3 . VOi tt btrn. piarsl ; irpbarfo* �AAfdns.) OF ier to _ ror of rebor. 3reborfor AA� fdns ) , idonof place piers) I � IG" pia drit�6d pier 4� � Conc . slob reinforced wi �h # 4 , grade 60 , ot 24" O. 0 E. W. Sea � void w �th pdyeMylene. �� �' `IO Onlled pte�s LARGE WINDOW & STEP DOWN DETAILS seeSoilSReportforoeedofi Seolrlthpoiyethylene. Note # 5 (G� 9Q) moybeused SHOWER ON SLAB DETAIL --- STEP DOWN DETAIL TYPICAL w d�ainsystemanddetoils ' � Note #51Graolmoybeusea SeeSo�ieReporsforneedl mpince t +ta (�r60 ) - 4 �� 4 � _ f �nDlaceo` # 4 (Gr. 60 ) otdroinsysremonddetods ^ OPT. BATH ON SLAB DETAI L tiC' � Pier �Qyout moy require Chanqe fo ocCOmmodofe stepdowns / " ' ISOLATE SHOWER / BATH AREA & FRAMWG ConsuHMithengineerpriortorqllploCement ( preferubly � SECTION - I SECTIQN - 2 _ . ' FROM ALLOTHER PARTITION ON SlABS. # 4 CONT. prior fo excavafionl. / � -___ _ - _-_ __ --_ _ - _-_ -—_- ;_ _ . - y. = �� DETAII N0. 2 � � TYPES " AA - 8 " , " AA" � � A" " A - 12 " a " A - 10' � FOUNDAT IONS ---- -' — - ' -- -- _.— -— - -- — - ' " �k4ar24 " O. C . VERT . - --___ — - - _ - - - --- — � {J O I I {] — / � s Basemenr Fdn .Wall ' ° MIN 48' MIN. 48�� � �� � � 2 - #k 41 TOP 8 60T ) ���� Well Sbped j li� Dia. AnchOr Boltsat6-Oo.c. _ o � A � REGULAR ) I Recammend �°�ofor5tt � Bracefop9bortomofwall �,� � ` prior fo bockfillmq. 1 A z � TYD Daf�odDO� openrq I -- � # 4 owells ot � � � . , � a � � Masonite or �/�� Exp.Jt _ Mtl . , � n ' I �, - � I I at slab ievel . , 24 ' �. C . -� Bond Breaker. IDonot alloM ,i I 2- #4Gr 60Co Bas� menr Conc . Slab ' 8 � — � slab to run under fdn wall l � " � " r r ° �x4 Ke wa (TopBBOt ) /B MasOmteor /2 EapJt. Mtl. `, �r � LEUEL gACKFi �L ° _ � I stagqersp!�ces. = Bond Breatier. (Do not al lo �� : ; ' ' : :' • • �� B R I C K L E D G E D E T A I L a z a" . t _ � . ce 4 conc s lab directlY sla b b run under f . aH l P l a c e 4 c o n c.s l a b d iro c t �y � o onun ' rbedsoil . Score - onundiswrbedsoil. Scae ' • , o , T�P fi ° �; I I _r� _ pintsata m . OOsQ. ft. 2- Ik4 (�,r.601COnt. q oinfsotamaX200s R.areas. � " �� #� CGfi .,G�jVE2r � � � � v> a ( TbpBBOt ) � � �, � �� /Z EKp Jnt Mfi. b n � Void Mtl. „ , 3 ;- oreas / /z DiaAnchaBoltsal6 -O o.c. � stoqger spl �ces. DARS AT 12 O. C ,— . --- - heartAandconc. sl b. �REE CRAiNING � � I& v -- — - _ _ ' ' ' �V � o gAGK F1LL �Y1TL . X 3 z � , iI �, SECTION - 3 - � o , �� - - ' 3" v� nce� � m � , . � a `� -� � — - V I �2 GL . I I - - , POUR SLAB FIRST , PLACE , 2" � wEEPNOLES ^B,qGKFAC • � '? � � N � � WALLON iOPOf SLAB � 10'-U` o • C Mnx. ' ° Seeshodedoreaon � FOR TYPES " A & B " FDNS. ) I . � `` '^ 3 ? -- Planforlocafan � , • � o � m � - o _ o � # 40 24' E W. - , m „_ • of3°roidmtl .uoder ' Remove all I soil W ,� f�undation wal I . , ' �i �- - - - - ; " Note� �5 (Gr 40) maybeused �' # Q C`¢ � �o) HoR�� , Seaiwithpol ethelene. ��' on isturbedsoil . ~ 1 ry ° ' " ""+ ' gARs a,-r �s " o . e . _ i �� T1' P . ELEV. PATIO DOOR OPENING y e i#5(Gr40) moybeused inploceof # 4 (Gr.60). , . c slnu � � . � y .� � � . H " � ' � ? z � I I / -- - - Seeso�Is Report for need in lace of # 4 (Gr. 601 \ on uid �sturbed soil 4" x8 " Ins �de Led g e� u' � ' � �-odt necm construction for Walkout 8asoment popr o f d r a i n s s�¢m a n d d e�a . P Seaf with p01 y.� . . . ni li ! rp'P l ��i� Mq li t� � , � .if',, i« ; � � �4 .�. . \ W N o Q � Jq � (3AR5 MiN. 2 '-O '� � � Y Rem I l loosesoi l. N � °� • � N � . SECTION - I SECTION - 2 . . . . .. . . . P . T.: •Ti TTi �(j v� � � � � p • • ' °� - Fi : CaR. (o0) ° � . • • - ° coNr�assNOwN ; — � TYPE " B " FOUNDATION � � 0 2- # 4FrOnt � �i `=_—_-' - - -- - �o a 1} 3" Vo � dMrl . v � � �, , , . , > � « � � I� � 4 :�R 607 2 '- �1, 8` - � � � / `� ;. ,i '���.� � i � n A76 �-o�� o . c . � — — � GENERAL NOTES S��E C T I Q N - 4 S E CT I O N - 3 � =a I � 1 Min compressive stren� th of oll concrete sAall be 2500 psi , Gased on 28 day test rosulrs AST M C - Well SbDed B �/z� Dia, Anchor Bolts ot6'-(��o c. ,i ( FORITYPES " � & B " FONS . ) #5CC-� . 40� hl�aY �E '•� � � � "1 ' `vy 7 sr- 4 ` 'aRur ' Recommandl0% �Or5tf. 8rucet & botfomof , OFa4CG�R � G � � l � 2 Conc re �nforcmqGursshollconformtoASTMAo15 , � 4Grode60or # SGrode40 Lupspl �cesshollbeam �nof24� � - - / Bars tobe cuntinuuus throuqh fdn sfaps and aruund corners and fdn m �ersechons Reinfo� ce penmeter of open�nqs woll prior fo backfillmg � PIERSS '- 0' C . MAX. SPAC� NG mFdn. Mifh2 - Dorse � tendinpaminof30inchespastopeninys ° 2 # 4 ADDITI�� NAl MAY, . LENGi 15 '- 0�� ' 2-#4(Gr.60)Cont e i „ � „ HORIZONTAL R•EBI# RS � � j� 3 Structural steel shall confurm to ASTM A36 i ( Top98ot. 1 e � Masonite or /2 Exp Jt. Mtl. TO NEXT CAIS`SQN � BondBreaker. IDonotallow 4. Standard i e columns to conform ta ASTM A35 f es E or S Grade B . staqqer splices i �� T�P. WING - RETAINING WALL v v , rv , slab 10 rununderfdn wolL ) h A� "' � � ' : j � 5 3�� Dia adjusfable calumns shall be II qouqe and hove a 14 5 k �p loqd capocify to� 7 fl length J aib� G �. �/e� Mosonite a �/2�� EKp, Jf Mti H Fr iengfhand unrP = ��n ��ean� +o�, 0 8 ,t ! Bontl Breaker. (pono� a11ow o ' Place4'� conc sbb direcfiy � 2 # 4I '. r �, � n; � - # 4 6 Roof desiqn snow load used 65psf ; Floa Oes�qn I � ve IoaG used 40psf � j ! �t, �, d�,� ' � I ' ', stub to rur� under fdn. woil ) tVP . � � Z v, e , onundisturbedsod Score � sioqgersplices. , 7 Before construchon verif y all dimensions Mirh latest Architectual Plons ond Ger�erol GonfroCfor a �'a p m t e a t o m o x 2 0 0 s q_f t,o re o s ��� -- -�- - - - _ ° ` ` ; � 5 This offiCe should be notif �ed if any chanQe fo �Ns fdn. or the house pions art anticipatedor occur °� z z o � �, Plxe 4�� COnc slOb direcfly � Q 3 � ' � ; -- � I on unaisfurbed so�l . Score iI 9 This fdrt is based unossumedsoils recommended by David Wotters 8 Assoc Inc # m _ _ � 0 1' � # "-Y' lpmts ota maX_?00 sQ. ft areas. I Side sheur ond max . bearinq O�eswres are I D L 4 �/z l L ) ( Th � s reuort should be foliowed closelyl � , Type of fdr� ro be used must De determined �y Onil � nq of tesr nole on s �te or by fdn eacavtif � on ' � ' � _ � s � � � _ _ _ � _ � '� - - - - - p r ', � . - Ragh¢n tOp ftq. ;' mspection ( See Foundation �ype Schedule thiss �eet 1 y _ _� _ � • #5a i �- 4 �� powellsat � a ` ' ' . . iU kouf �onsnuc � iontube (] 1russed �oof (z; Cu� Roo � I � 4�- O��orForm2 � 4Key �� - - - , ,, , � 1 1 . G lu - l a m b e a m s s h a ll b e F 6 = 24 0 0 psi , E = 2 2x 10 ° ps � . Sea lwi t hpo lve! hy l e e F - � �'' � - - - � ' J Beor on und�stur b e d soi l �°�"�' Bear on undisturbe d sa l. � i �� 5 ee So�ls Repor r for � TYPE "C-10° FDN: 26' No�e tr4 (Gr 401 mo beused i , . , �, ;; � � r y "+ora # 5lGr 40) moy beused 3 VoidMtl . _. - - /Z E �. JntMti needofdroin8deto� ls ! TYPE " C-20" FDN. = 14 " mpioceof # 4fGr60 ) TYPE " C-10" FDN. = 18 ° � � npleceofp4 (Gc60) . r �' �� � � � � �' � TYPE "G20" FDN. = 12 ELEVATlON - 6 . _ SECTION - 1 SECTION - 2_ _ COUNTERfQRi DETAILS / - - - - - - - ,� _ u FOUNDATION TYPE SCHEDULE TYPE C 10 FOUNDATION � NOTE Davd Wancn d Assa Inc must inspect foundarwn eycavat �on ond rebar at eoch build�ng site pnor lo concrefe plocement T Y P E " C - 20" FO U N DAT I O N � Side Sheo� ond Mo» . Beorin presswes ore � D. L . + �/21 . 1 . ) . Rebar tobeGrode 60 (aequwolenlGroded0) . Suppor ' t � repioce H heorthonmm 8�� thicN '� P TYPE _ fOUNDAi �ON SOII VRESSURES _ REMARKS � 15,000 psf mox e�d bem � �q 10" D �o . piers �o be dr � lled o mm. of SFr. � nro Ihm bedrock on conc . 5lob wilhtt4ot6�� E w ( rop8 Bor ► ! �� � �� �� �ers � � 4 X8 ' Inside Ledge ;" AA 1500 psl s �de shear least ld fr deep Re � n �orce p �ers w �rh 3 - # 4 oughen , � DoMer'I from fdn wall to slab with# 4at 18��. �� ' _ 8 Grode Beom min deod lond bor �om 5 fr of p�e� hole _ = LL � . . , , Drilled P�ers )0 ", Dro o�en fo bt � o min . o� 4 ft, into F � rm bedrock ond ot , ° j r� . , \ I ' A � Same os ,�Qa" _ _ v �—�-;= 3Grode Beam _ � _ _ _ r 10 _}S"�nforce p �eis riih 2 - dk4 . - - Non-bemngParfition - - -- -- - ' � ,n : n. , , , � I �� 1000 os { mox end btarin ' -� = °° �/z� xpJnt. Mtlbtwn I /2E� J#4at6 t. E.WBot. & i0P ' ° ,� DrilledPien . lU" O �op �ers �o6� o � ��- o115 ( r �n�osr � lfclo�sasond w = ° NoilorLoqScreWOS �- - ' ' -'- ` - " " "" -" ' � ' - A 10 SOOpsf � �de - hadrthandconc. sla6. • • � 3Grode8eam ,Aemforcep�ersr � rh2 - � d. Q = ' � Reqd,fprt.pfgrolstabilit • ; SANDPIPER HOMES INC . min deod lood n - - -- --- - - - -- - - - - - - - -- -- - - --- � • • • • • �• � OOps ( mox beorin Plocefdn wolld � redl onundisrurbedso� l See o ol �ono{ 3 '` "' � - - '-"-" - " - -�-""-'�-'T- '" -- - - � �- i � � " B " a unGround 9 r v � o a Drill ole �ust torqe � \ _ _ __ _ 1000 p� l m �n. deod loud _ _ _ _roid mrl plocemeni uoder ldn , roll . � � nd � cered by shaded Idn . wo o _ _ !- � ��� FOUNDATION FOR � ��F, 'r. II � t � 81 (�3 � � � � � "Cd0"' SpreadFoorin� 1000ps � mox 6eor � n� Placefoot � n�sonund � srurbedso� l Seesec � �onsfo� fooi � � w� drhs . > enouqhfor5liDDW� 1 F I R E P L A C E F r G. P A D S i Z E ELEV. � ASPEN GROVE DUPLEX � i 1 \ 4 0 0 0 ps f mox b ear �ng P l o c e �d� w o l I d � r e c t ly o e u n d � s t u r b e d s o i l S e e p l o M O l d i n y Ott p C h t 0 q I " D " Woll o s -- LOT 21 , VAll VALLEY , FIl. N0 . 3 l f TYPE ��C �� FDN . ONLY � Fref' floofinp fireploce hearrh slabongrode i i _ _ _ , _ __ J ro �J mil oiocemr�r vnd r in�icated by shoded fdn •olisl. i BoNOmplafe only. � � n d recommended. If utilized , mmimize � 15 000 sf mox. end beonn drilled a m � n of B N into Lrm bedrotk and ar VAI L CO LORADO � � � x ,� 12� deep � \ , ,� Drilled P;ers ' ' v e • a Goncslob -- 81 r�ovement by i6olahng frOm sfructurol � qq- g , 15 ar leas� ! 4 fr deep Rein orce 4 or 2 - # 5 Rou hen a Q. w/# 5 at 12�� E W Top � � � 6 �rud - - - � — - _ .- _ - . -- .- _ . 9 i Date 7 - 29 - � __ � , members Allow 2 � or3 � free movement 7p , C00 o ,r m � � deo �� � �� �i �x,�,;,,� : n oF e, hole f '; �` void ot slip joint at ceiling. \`•� "� - ZO° Spreod Footing 2000 psF mox. bearing Ploce foo� ings on undisrurbed soil. See sections for Foor��9 W �drhs. "°'� °°r. °bte r° S�°b. DA V 1 D W A 1 T E R S & A S SOC i a 1 E S ( N C . � ° � M g� , � � a. s . 1 � SECTION - 4 � CONSULTING ENGINEERING `_' �`�'_. . `' "_` ( � iYPE "C" FDN. ONIY ) � ' \ DETAIL N0. I ___ % 1 TYPICALfORPARTITIONSONSLAB � 52L� 2 wEST B� W � E.5 .4VE JobNo . 10 - 1609 } SHOWIN6SUPJOINT CONST � i " � . [ ! : "d . 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IG � , . . �- 5- 1/8" x 19�" glu- lam beam ( exposed ) , continuous D °r ` , 2 , i3J , 14 ,, R , \ i. �r � � C� a- � (l I� 5- 1 /8 " x 15 " glu - lam beam ( ex�osed ) , continuous � . � P` , �_ '� I � _ � � / �I � o� � �' �, i�� �D �i�`� ' � c 4 _ e. ., �� c = � - ,r " � � � • '; . � b° � - — — J .� � /� � O� ' i , .. d� C = o L y� n � �. ♦ � ��' .> 12 3- 1/8 " x 9" glu- lam beam (exposed ) continuous ` � 9 / � , ,, r/ ,� ¢ � ,���� 1 � L' 1Q. . Tr' �� �� ��{ y� �� 1 � ,' IG� 'a� 0 '9 ' -� � � �� �J N 1-1 � � � , b�-- Line of outside face of 2 x 12 redwood fascia board � �` , a °� � �� - . "7 i � I�' \� � � �,� �' , 9 ' „ , �'� • 9 - _ ' ti � � � I 4 I �' z !i � � 0, ar' � � x � � x " y � 01 � �'• � x2o, ° "' i � p ' � � � A °�%�•� i1 �0 i� II�_ �� � � , , � � iG � ,, �� �� � . � � � �. �47 � _� �'�2� � �2�, � 3�i � 1q � � �� 14 t h�' �� �- , 3 J ' �' �i �? ..� . 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