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16920 SW 72ND AVENUE-1 } I SHEET IhIDEX �. �. r�exwarrlN;�rL TSS TITLE.SHEET SA-I_ jjjIiE�NCE 5iTE PLAN_ - --- _-- - -, G �--•� C-". �--,� - y--- 5A-2 _ SITE! DETAILS �_.._ _ _...... r--_. _._._ --- -•- _____--�..-._ _._. ._._. ARGHITWTUR.AL[D A-I FLO6k PLAN A-2 !ROOF PLAN 4 DETAILS SEC S.W. 7 & DURHAM ROAD ___ A-5___- LXTOtIOR ELEVATIONS A-4 WALL SECTIONS 44 PCTAILS f TIGARD O 9TRUGTIJIRAL ST-! 15ENERAL NOTES 4 DETAILS ST-2 ROOD DETAILS , 5-1 FOUNDATION PLAN 5-2 ROOF FRAMINv PLAN 5-5 CANOPY SWTIONS --.--.•-• , a L _�� -J _._ _ __ -� -- lM�?isitniiilin+i s,niilnuiun'mnuntiinnnitntn soo'i+,W Ioi low n...... 1n 111uu1�nl�nlu-�u1y�In1u1111+11 � . ._._�-_` _._..._._`��_. .-s._-_-_�-.r...._ ..._..-.___...._.._____ _._,.-_...._._._..._-_+.•_ •�.�IT�111�111�111[1///�1111111NINII/NNINIIINIINI► 11 r� 'J _PDM MUST ulv � r A COMM [r.=- RCIAL PRU' JECT FOR : --- -. - - - - _ __- - - 0 3 1 U) BINGHAM DEVELO M. ENT3939 N .W,, ST. HELENS RD. PORTLAND, OREGON 97210 I GENERAL NOTES TEL: (503 ) 224 - 2676 �.A 1, GOKTIRAGTOK SHALL VISIT THE SITE,FAMILIAR ZE HIMSELF WITH 11 PRO ID'E r-ERTIPICATION OF FOOT196 LC?GA'i ICHI. ( Sri 101LF_ FAX: EXISTING 6 NOITION9 APRT REVIEK AND U4VMTeVV THE REGY11 ►5 FOW IN PR+7•.J!Y-'T MAWAL) OF THE CONTRACT DOCUMENTS. CONTRAGTOIIt SHALJ. VERIFY ALL. A ' pi Ml! IONS,ELEVATIONS AND GONDITION5 PRIOR TO 5IM&NNINO ANY ID. ALL MAIN EXITS INVICATEV ON THE PLANS SMALL BE. OMNIAM-I! 1 -`�i WORK AW 5HA_L NOTIFY THE AP4HITEGT OF ANT"015CAEPANGY, p0 PRC7M THE IIs&pe WITHOUT THE USC OF A KZY OR ANY SPECIAL NOT SCALE DRAH INfr5. CONTRA ITOR SHALL Be RaSPONSIBILC FOR ALL KNOMM45E OR EFFORT APD "SHALT. B!LADE", -THIS rvoxx TO REMAIN CORRCGT10t,6 AND RL'PA!"REMIRED DUE TO HIS FAIUJRE'rO CC SO, LRNL.O:.KW DMNS 5064-458 HOURS" IN BLOCK:LZTTE ^ "NTMI IM CTs I INCH HASH ON A CoONTWA5TIN6 0AGK6f SPECIAL LCC:,*- ird DEVICE 2, THE PR?JSGT MANUAL. WITH SPECIFICATIONS SHALL BE A PART'OF SMALL BE ON AN APPROVED T`(re. FLUSH eIoL-9 OR 9URrAza ami'1 ARE THESE PRAHIWE, AND CONTRACT DOCUMENTS. NOT ALLOY. MAXIMUM EIFFORT TO OPL"RATE 0003 SMALL NOT E)f,85,D 6.5 LBS. FOR EXTERIOR L7a'3R.g,S LW. FOR INTtelUCA DOORS AND 19 5. SOL ELY AS A GONTVENIENGE TO THE 00R-CR AK-?CONTRACTOR,THE LDS. FOR FIRE RATM 000". 4� L� - ARUHIT'E-'.T MAY INc LLVE DOGp-ID4TS PREP"=BY CaIMAIN CON-A&TANTS �- I C I N I�� MAP (OR INGGIRPORATE TI,E FZXONO�ATIONS OF SAID GONSLIILTAP(T'b INTO 149. ALL EXTERIOR OPENINd9 SHAT.L. r.OWLY WITH T14E CITY!SCJRITY ABBREVIATIONS DOCS PR!ET"0 BY H1 nE ARGHIT. IT Y EAP THE SETT OF ORp1NANGES. pOCUPEIT!1 ISSIJt°C>BY TFC ARCHI'R'GT. IT 19 "!„�IRI'_'95LY IJPC!•JRSTDOD, THAT BY 'SUGH 15GJANGE,THC APtCH11WT AWLIP-E'S NO LIABILITY FOR 20. WHERE EXIT DOORS 9KNiS OVr OVER A LANDOW THE LAM)INO Iq__ DIAI'4ET1aTR _____. G.HD. CONGEALED 1'IG^9E 54M1�.!'G. �CLE'iT'RIGAL DOR. 6RADt MIN. MINIMUM �- RDM17. PtIeDIVOOD TS.. TELEPNO!�' THE SERVICES 01" SAID GONSLJLTANJT°D. SHALL NOT BE MORE THAN I/2" BELOI4 THE THRESHOLD. �»w Q) ; t0 S MARE POOTiFEET G.I. CAST IRON EL ELEVATION GYP. 6Y,pSUt•1 M:SG. MISGELLANE-rV ow-r. P'L'9`49IJNIGE T40 TONOIC AND GROOVE PROJECT LOCATION 4. THE SOIL.9 Ri9'ORT FOR THIS PR4-4=T SK6,LL Be FOR. 21. PROVIDE EXIT SION9 ANL+ EXIT LIDHTINA AT ALL EXITS AS APO G/J CEILING J015T LP 11!:G•TRIGAL PANEL M.O MASONRY OPENING RP_'PR_ R.TRIGGEFtATUR TMK. THICK r � • AT G J. CONTROL JOINT !T_fa7. F11ii1AL HD HOSE BIBLT3 hTT17 MOUNTED REINF. REIN`ORC.t]7 T.J. TMJ59 JOIST `ky ONLY. OF ANAGTOR SMALL HOTI°Y THE H!5 RTISGT, ANC THE AFC 1fEGl1!RL'>?BY GODS. �,/♦ W C CxNT1"SRLINE OWNER OF LILT pIaC.R1»PANIGY DETMC3'NI THIS RLFPORT ANC THE PLANS GL6 GEILINB E[,LMIP Mlif'NENT HG HOLLOW GORE MTT MAIN TELEPHONE- RZO'D Ri5aJIRED T.P. TOP OF PARAIFET \ PRIOR TO Bt_61NNIP-6 NIORK. IN THC EVENT OF A DISC*tePANGY, THE 22. NO ADDITIONAL 11200E OPENUFY9 OR RLX,P MQL1"i11:'G lSCil)IP�rYT :9 � {= � PC�JPC OR !�JM!?ER GLR CLEAR CIL EAG!4 WAY HL1R. FlADL°IR TL"R 41PIAL RESIL. RMILMNT T.S. TOP OF SHCAT'HIN6 I" MORE STWNSE14T REA 1191"E�`Nr'SMALL APPLY. ALLCMIW WYONO THAT WMIt.N IS 5HOM ON TTC'dG'P'_AN9 WITMOUT -C C ( ) EXISTINO G.MU. COW4WTE MA5ON1RY UNIT EX!5 EX15TIN9 HPK HARDWARE MIL. WLL!7s RM. ROOM TA. TOP OF YAL WRIT'T1tiN GOFlBENT OF THE AIRGHNtT1"L7 AND El1131NtEM U _0 �' A.D. ANCHR GfO GL.EANAIf E?('f G'.KTLi11RIOR NT. HEI6W'T OBOLT R.H.B RELE5Ge0 HOSE DIMB TIT TYFIGA- i r ALL WORK APD MATMALSJ SHALL.COWORM TO THE LATEST ADOP"ET7 Q f2 ABV. A70VE 0.0 CONDUIT ONLY HM HOLLOW,-ETAL N NORTH R.O- RCAJOH OPENIN& / UNIPORM BUIL VINO GOOF AS AIMNCCD,ALL ORDINAWoM AW2g. Hip"ST1lUr<iTURAL_MIMHOR 9FVd1 BE C.LI! 1009 PIPC9. A.C.CVG1S. A'r, AIR CONDITIONING COL. GOLL"'I PDN FOUNDATION HORIZ. HORIZONTA:- NJL NOT IN CONTRACT R.O.K R!OHT OP WAY 1.1154. UN!P'CMM BUILVII'o GORE RESULATIONS OF Tle CITY OR C40UNTY V41TH ,JIRISDIGTION AND SPECIAL 1_575(-.LIINI b SFIWIPOGAL..LY VETAILW AND/OR APPIRO'VIV BY THE A.G. ASPHALTIC CONGRET7± F DRAIN H.P. M16M POINT NO. NUMBER wt.S. RESAK4 U.O.N. UNUM8 OTHERJ•V15t NOTED .�' •'j REQUIPe-VISITS !NDIGAIW IN THE BUILDINO 5UPIMAIRY OR TFIC°'JB &Z'N / STPIUC.TJ%oINL ENSINWIlL GONG CONCRETE D. FLOOR / AD. AREA DRAIN FIKSH FLOOR "To. HEATING NOM NOMINAL AGOUS AGOVDTIGAL CONN CONNECTION F.F. CONSTR GON5TWV-rTION FIN. FINISH HVVV HAADN170D NT.5 NOT TO 5CA�f_ S 9U1TM VERT VMTIGAL �� , �/ 24. ALL 9f4oP Wr1DINkH TO Be DONE IN A GEIRTIPIN"�LIC.ENLSE:i SHOP. AFF ABOVE FIN!5H FLOOR DONT. GONTINUOU5 FIXT. FIXTIR1: HVAC, HEATINV VENTILATION S 5.A.T. SUSPEN W A.OVaTIGAL V.TJ>Z. Vt11T THORGIMBH Rd�OP NS. Y�lFI"SGOPlI OF WORK P50R 1LR4ANf IM*'RONlMFNTT3 PXG!°D73 T?!5E All FIELD WELp1Mt£s 9FbNLL Dl.S DOPE ONLY BY LIC.CNSCD WELDERS UNNDt!R ATJJM. ALUMINUM GONNTR. G04(TRAGTCXt FLR. FLGOR ATR C ONDITIONIN6 OA OVERALL 'LLE �' PoCiMWM,"WRAGTOP SHALL SUDMI f M-A"TO THE DEPARTPEM'OF C4l%mK.oA"NECIAL IN SMVTION"TH CM1PIGATZ *SLED A9 APPROX APPROXIMATE GT'SK t;OL"TCIRSUNK F.L. FLOW LINE' ID. INSIDE DtnMCTLR O.G. ON CENTER W "Y ST .I ! , j NUILDINfi ARID !SAN'leTY POR AP'"ROVAL PRIOR 1'O START1NlS IMP}LOVEMpJIT REtiPJIR�BI1 BUILpMl9 OPf`!GIAL. ARCM. ARCHITECTURAL GY. C.UIlIG YARD rLIKiR FLUORESCENT It. INVERT CLEVATZ" O.D. OUTSIDE OIAMETrR 5C,. SOLID GORE W/ 1iITH1 IINOW. F H. FIRE HYDRANT IN. INCH OFD. OVERFLOW CRAIN 9GFED se-* .A-C- W4. MIATER CL 05ET I / 25. WI4M LA ASTM STUDS OR Fl1RJRING IS RBCiIJIRJ'.D TG COO,*" LtI1GT9, BD BOARD PBL, ockesLE F.O.M. FAGS CFF MASONRY INSUL. IN&A.AT10N OPG, OP1_MING 5CGT 9i.C11 TION WD. WOOD 7. ALL.916 A%0! 19 NOT A PART OF 11419 C40M .ACT. 51/9N WNTAGTOR PIPINtE,C,*..U1T,ETC.,THE! LAPOM SIZE 81W OR FURRINIS SWILL Dl BUILDINGS D1:T'T DEPARTMENT F O.S. FA►GE OF STUD INT. INTE1rtICR ORP OPPOSITE 5047. SHEET W.H. WATER MEATYR TO,1"TAIN 5F9'NRATE AF409,4VALS ANC PtIRMI'M t"WM 60VE RNIZ40 EXTEPO THE FULL LENGTH OF THE SLIRFACC WFCRE THE FURR1Nd l.�C.LIIRS. BL.K. ek-OC : DET DETAIL F/S FINISH 9URr-ACF SHT6 SIMILA 1Nm✓ W/O WITHOVr A15LRdGICS FOR!4". OLK9 BLOGKIN6 DTP DOUGLAS FIR F.5 FLOOR SINK. JT. JOIN' PARS/ PARTITION SIM. SIMILAR WlJ KAvMI!!D PLAN JOINT LIprLBR 1D��PE�Y�', 26. INftPROVIDE PIKE STOPPING TO GUT ORI" ALL GONf.EAllil EAC44 DM. BP.AN4 D.F. p1RIMKIM6 FOUNTAIN F7. POOT/PS'T P.L. PROT"CRTY LINE SPEC. 9PEGIPIGATIOM W.R WA►`7<9R RESIST.MJT `_�.� .-._._ O. UNLESS D•TFC.RWISIE INDICATED ON THl"9C pRAh11N19s OR IN THE OPLMING9([30TH VCRTtGAL AIIPO HORIZOM'AL) AT 10'-0' O.G.EAGHI B.N. BOON GARY NA11_INS DIA. DIAMETER R FTG. FOOTING LAM. LAMINATED PLA5, PLA5TM SQ. 5MARE WJN.P T^lPLC.;Cs WIRtC PApJRIG �t� �- 1-� /�/ ALLPIRCIC.T MANUAL AND SPEGIFW INSTALLATION AS IO N6 N i,G. S E:Xt9RE WAY, BOT BOTTOM DIM, DIMENSION FURR. FURKIN6 LAV. LAVATORY PLB6. PLL0,0146 '55K. "SM1*gCt! SINK ALL ITEMS.P4AT'EIR;AL_S,ETC. Alvb l5Y TT ILATION OF THE.SAFE ARE A � BTV�+ BETWEEN ON DOWN MIT FUTURE LT. LIGHT PLYPIV PLYrx"*OD 95. STAINLESS STEP.'_ \��/ PART OF THE GONT,RAGT GL'T`II� t7t'TFC9E C�MP�MMIPI� AND 71. TIOTHE dJILDI R THE ANILt PAGILITIt�S Ft19T Be A� TC OUT _ -. SPEGIPIGATllr15. PUdGT1oNAL FOR TME PFNfS1GALL1' DtSADC.ED IN AGC,OR'DAPitJR YIITH G GAIMBCR OR DOOR P.O-G. POINT OF WNINEGTION STD. STANDAR? t�I� I Dam pONNSP011T OA. 6A&E MAX MAXIMUMI PR PAIR M. STEEI. I 51TATEGW WIT.DISABILI a SE (ADA) AND ALL OT?{ER GAN GABLE [L�V1510N DWtri. DRAWIIV6 bALV EALVANIZED M.B. MACHINE BOLT PT. PRLFS9URE TRF-^TW STOOL STORAWspe 1. GONTR.+IGTO7R SFMLL ASEIUN4E SOLE AND GONAR.ETL' RLY50'c7NIl51BILITY 5'fATEAE9ElRl1.6�fE1RNlby3 A NGIE3. C.B. CABLE IrLw_ OC. 0ALVA I_ GONTRAGTC7R M.S. A HI N 13 L STRUCT 3�1TtLIGT1�tA1_ FOR JOB SITE 60HPITIONS W C.O"NLY WITH SAFETY ROW-ATIONS ANC` GEM. GEMENT E EAST 6.I eENCANIIZED IRON MET. METAL O.T QUARRY TILE S.O.V. SHUT GTL' VA VE I RZ5TRIGTION5 AS RCCIVIRED FOR A RY: 5 ANC,"MOMTRIAN PROTEC:T!ON 25. ALL FLOOPM IN PUBLIC AR>wA9 SHALL HAVE NON-SLIP SURFAGe'S IN c� GER. CCRAMIG EA EACH 5,1 SAL.LANI EDI MET.RWI METAL URDR STM. 9YMMCTRIGIt1, .--VMN6 TM CAOWgC Or -,. " WTKJN OF THIS PROJ5CT. P tOV VE 6C4-rL.IANCE KTM DIVISION It OF "HEALTH AND'9AP'ETY C4VI 5 OP 1hC c�J 3i L'.G EVAPC7IRAT!VE COOLER 6L 6.U-L M H MANHOLE R. RADIUS i PW T&'TION A9 R6QL11% D TO PREVENT ANY DAMAeW TO F-ASTING STAT): OF CALIFORNIA'. E J EXPANSION JOINT 6ND 6ROUW71 RD ROOF DRAIN 1.B. TOP OF BEAM I I-5 G �`TIWJTHE WITHIN TO ADJACENT AI .SOD SITE. Ni4ED Dl+W A t T.G. TOP OF CURD OGGI.IR'9, THE GONTI4RC:TOR SHALL REPAIR OR IRL`�LA('.E pAMABL°D AR>rrR 24. STRIPING FOR THE VISt/AL.f_Y IMPAIRtpT THE UPPER APP1RIa.+IGH n I AJD/OR MATERIAL AS ORC�IIAW TO THE OP*CRS APPROVAL AT NG AND THE L4*4Vt"MAC OF EACH STAIR SHA"W MAW&)BY A STRIP OF cin ADpITIONAL.DOST THIS REt ARENENT SHALL APPLY GONf1NU0UKLY AND CiZARLf GONTRA4STIH&COLOR AT LEAST 2-IW-HM WIDE PLACED Ci _ ------ -- NOT BE LIMITED TO NORMAL WORKING HOURS. PARALLEIL TO AND NOT MORE -n" I IVGM PR[>HI rre NO6E OF THE STET ��n �r OR _AOINB. BUILDING SUMMARY DIRECTORY IO 1F E ARE � 1 . ORE EXCAVATIONW'-�•OR NIN LEGAL DESCRIPTION INTO WHIC-H A ER50H 15 REGIRMTOpeSCtMJ,GONTRAGTC}t SHALL. SO PROVIDE 4'HIEIH DIE GUT 1-II:at1SE NJP45III45,RCVDI<9!R RJaA.pINA@. �^ OBTAIN N5GE%A1kY PERMIT 11ROM THE STATE OF GAU_'r"ORNIA DIVIVCt4 GONTRASTIND DOLOR,SIMILAR TO LETPA9CT T.!11JR.A DOL..(' F'OR EACH lulrJ OP IN7U5'1RIAL SAFETY EVILPIN6 SPAGC AND MOUNT VIRECTLY ABOVE ENTRANCE DOOM, 4' H X 2• W X 5/6' THIIC INSTALL MEC44MICALLY 034PI' CID(NOT®LVED) II. PROVIDE ALL -AMOR,; MATMALS,EWIPMENr,TXJt.S, AL LH;NUM BUILDING ADDWMft"40190M IN A C.ONSPICV"LOCATION ON 1- TAX LOT 1100; MAP 251-15AD CITY OF T•16ARD MiLDIN6 CODE: UB.C. ( q40 EDITION 1 OWNERVEVELOMTR 5TRUCTURAL ENGINEER ELECTRICAL EN6!NIEER PLANN1140 rEPAPTME^NT TRANSPORTATION,=4171IMS,OTHEIR=Rv;IcE'9 AND R -ATW TASKS TMP MILOINO 90 THAT TMrY ARE VISIBLE PROM THE STRWT rM LOCAL WAa1HINdTON GOUNr STATE OF OR[dON 1499 �^!'ZEGON SPECIALTY G4I�C ( - NMeSSARY T'OR PRC�PGR 1•)OGLPTION OP 11-11ECONSTPIXTKMi RCQUIRIr.'D BY MMIGIPAL GORE. COLOR AND !STYLE 04A.4-BE AS SICIMIT'PM TO O!,-MMt BIN6HAM DEVELOPMENT ANF 4 A�r?GIATE3 CITY Of T1,5ARO GOTR.f.C. NT DOCUMENT'S. AMC) AR40rlWT FOR AtPPMROVA. APV CONFORMANCE WITH VZOVILATIt". U,P,G. (14011) COITION+ 5IR54 N.H. 5T HELENS RD, 4500 TELSTAR AVE., STE 101 I5I25 S.I.1 HALL OL..VD. _ r'ORTI_AND, OR 4'1210 EL MONTE, GA 4i'M1 TI&AIR,D, OR 41"f2a'� OAVE- -_g U M1.t:. (1441) EDITION � 12. ANY REVISION OR ADD+TIC7Nid. HV(>♦RK KlY,11►tRED!!3Y 1'1EL.D � !N. PROVIDE UL APPRR7VCD FIRE CXTINIDUISH!!R9 AS RJ�D t"t''\� OATI (505) 224-26-76 (DINS) 440-8162 (505) 655'°1-4111 WNpITIONS OR L.OGAL @OVERNiwA y"•'-"`; Ic=5 SHr+4-1-ZE DROL"HT 110 FIRE MAR9MAL. VITRIFY LOCATIONS OF CXTIMIXIISHCRS WITH AF.L+ TW-T ATTN: WILL. VANDF.EA A1'rtk T Y '?� ��' N.l'G. (1441) EJDITION ATTN, ( ATTN- NLOORi�!AN IiG`SN - TMP- . .. LT,G'S.�:+ irrE A'JkCMITZIr". •ORE PROC_1:'DINO. AND FIR!: MARBFIAL. PROVIi7CG FIRE PROTECTION IF YIEQIIIRCp IIfT' AL . TIES DL"jme GON9TraJI no!Il. ]" o-44 Gu/vsd(r JOB NO. ' IS. SHOULD AN A9PHMd.TIG GGNrGRk'TL5 R1`CIiU1RL' PATCHING Ap.JAGENT TO y z4F E' �`3g1r OCCUPANCY CROUP. D-2 BUILDINGS, IT SHALL EC GONE AI,C COOWIN6 TO THE PAVINTS 52. WFCRt 0115W'IRED A C41411114IJETE SUPERV 96 AUIYJMAT4 PIRG - ArtiCHITEGT N:::GHANICr1L EWSINEEIR FiR.E cef'RINKI_LR5 E'JJILDIN6 DEPARTMENT eJPt.GIFIGATI(XIS AAi7 THE WILS RE11"T AND SMALL Be OF THE SAME SPRINKLER SYSTEM SHIALL m PROV10O7 IN STIRIGT A 4c-omo a WIT" 0 TRUGTIUN TYPE V- T _ GIN OF TI6AIRT SEGTIONN AND DRAINADE DChE?4E AS ADJAGBNT PAVED AREAS, THE FIRE oepA#4Tm&4T 0WAKLATOW. PL.APM 910"W&A "41TTW DY A 94V CONS I MU15IL PERK-OWI.Z RUTH, INC LIC049W FIRE 115RINKLER GGNTRAtGTOR D'I1Rl0L.Y TO TW FWA ,LOT SCALE, 4150 S.W. PIOtZER r.T., ST. T - 1!!12! SA. WALL ESLVD. 14. THE CONTRACTOR SHALL BE RESPONSIBLE POR UOT'AININA AND DCPARTt-ew,OUILDIN9 p!P'ARTTew IIID ARC.MNTEISGT P1041L IIIEVOD"1 AND 5A31C AREA ALLOWA-5 bow SF WILSONVII_LE OR 41(710 - TIONRD, OR dr228 PAYING FOR ALL PIIRMITS,LICKS, IMWI!Y.TIONPI AND TtS71NO APPWAWAL. SHOP DWj44 MG SHAi.L OE SI)11110 D TO'PC FIRE �r1 (505) 6L>g 1980 - ($08) 6".,101!-4111 INDICATED ON THE PLAJ46 AND BY Slefy IFIGATIONS OR REQTARED BY THE DEPARTHWr AND AWAO%GT MUM TO INSTALL.A"M MAHN B'T', INGREA FOR YARDS ()(5) 6,000 SF ATTN. ATTN: JIM FUNK SOILS REPORT AWtOR,RaWRW BY ANY t10Vl!W*4ENT AGENCY. hIY __ 19. CONTRACTOR!TH AI.. VERIFY TW 517.E AD LOGA'TION GTR All SPIE:,`r TITtE, INCREASE FOR SPRINKLERS (XS) - VrILITY LINED AWe STW6 TO THE BUILDINA(1t,) AS MAY Be INDICATES TIT1 F.: 5HEET SOILS F.H&INEER PUJIME-INC ENSINl.MR. ON THE PLANS. C,_'�!TRAG-rK SMALL BE REWRED TO mmHg ALT. ___,_ _ , INC, - VTILITY LINES(HATH SCHM OAS AMC) ,� eLEG"J001 , INTO T ACTUAL ARE/• 25X= 9F IgEO EN61NEI8!$ FL!' $HI( q--T -- . "f5C"H E- ^L E K10crePORT RD - PLANS,READY F,OIR Dlft%AC S POINTS IRS INCIGAIlD ON THE SITE t PORTLAND, OR 41224 - (!RO'S) 624-4'•14 - 16L THE D%4mltAL C:ONTRAGTIIS'MR*4ALL PROV IE OP! M!EK ADVA eD ATTN, 5GOTT MILLS •- NOTIce TO O"qm ARGHITWT AND 611lLIGTURN.E1 WNM PROM To TS ANTI6IPATIE17 1010MI140 OT TF!FOO'TINI!! AND 6I.06 10920 SW 72nd Avenue AU?96 0089 i Inf12 A IF I'llIS NOTICE.APPEARS CLEARER THAN THE � 9 LE &PF,� za DOCUMENT,THR DOCUMENT 15 OF MARGINAL QUALITY. �T NfiI1(:ItOVILNS ED u,4mn,e,Wrr:ABWor'51:.,ti. .uily0il _ __ .. ,. .. w,,._.. ..... .........-.,.. - ,.... .., .-• .. ,; ' c +" r }. ti "k•t w �* r; r.-s �7. N } �r N. , " IC., 7,17 SCOPE OF WOK L _ �» DCT. DESCRIPTION Ol— T � IMO TO MrNt4 -A- oR To�l�iuc'Or u+�M►+■R:N0 Ca�rM�wAAR LM or W"4OW047W AT PJ"W PAM • I •�� a mammon ~ .� ""� t•••�•w•••�`•+•-• ••••� �•� —�••r+�r+�+► ..�. 03 __ �ADIN�`A� NIIILQ GAf1I�/lltiT 41GJtVAT►AM AIW GCN/fi7kJ11� J-3- 1. ,• I f 04 04 eAm4 *YV"K Y IN Wk~CVW1*e*. MM.TO aMw'1 WAAd- w 04 2 ..� .._.... 1 �..�.�... ....... 2 C Step.ftN*ANDAOR NAI DA AM RAN& K ( _ _- -- ® """WT A 40 COW401 R r#"PbkY N"ISM WWOM PI KSK t. Ob -_ GO/RRRICT WIAN6/0 rAVMI�W1N 19'cONO�►i MAii�AT/WM!'iM1l ..�...... 07 G03r011MICr ID'MIITR!GDWIIR."(E•'P1YM1"MLJ[IQJOR~P4AAAM� -f •• � '1� i- _. _ _.-... TOPelMuw_mT�u.exuPT rfAl1IE WT PLAMrMIs WbTM 103 0�-0'- , cur an cur MQ surrm r - f 6ART CC10W& ] 11 c w oowlow a 601064AW 00" varm To ovu ommeas. ---- 12 colr>lWWY o■PResrela co rfty II caft(Ano C"S PAIL*!. i �To GI1rIL GRAYiNM. __ _ . -- E � 13 —-- G6IMT�I:T RMIGTAN■uLAa MaP owN►+PMS'tFpi111sa C+�D"Am I1 / MrIbM1l�11)r elm Al0 LOGATIOlO YK7N WL.d01y GO/I1ltA4TOR G/N>rnlMwI'GCXICAfR'le APIION■DRNIe Au.■ew-Rla'OR 1b c/VIL }� 15 COW MIGT MMS AC6M RAW AT!. W4411 ltr►"1#"~ i I � 1� NR"PALl IIeDMt00D IMIADMt, ' 160'-0" - ------- i 17 ItWAi.l. AND AlK7 I1�1'. '/!e PAVIN!t�{..41 2'OR 1•AVNIo rJGTOC1110 D O'lSISNATiI'.L►IA.ATLOML h-i S8 cI1r11Mk"iT 1RAOM RI�iLO60Al.'WOlOe C.OWG1eTC FNO. - eoeu/'rnueT rIAt�ICArP�PAJIiCM11P eTAItA.e ��` �`"'' � Jj } - ' f t k:J 111OtALL HA3DIGAMP®NOTWA SIGN■OU dRROWUL :� _a �7 -- i 21 -- - -- ----— - T P -r POW PAMT PAIWIND STALL STI[DPINS PAMIT'1 4WACr AT NIGH PA#WM6*rN.L rAMIT'STi7P 9104,4V V0100IONAI.*A%%P"1 ON PAY"AT 4 Ti!Rn ter eAGH PAdfKA1t ANLs i s - PAW"STOr'S1 V"ft ON PAVNIS Id-0'' TRA PAINT DMrGTIONAL NgKOIti ON PA~------ T--- _ F i I 1.OADr/s=OF!'lI111NA1W ON PAVINS. - - _- - - ' . PAINT 4"df1U!01AS01W.elvill"AT 96'04.Z WATTS HeOMNY V"IT y i i \ / G8 rA w 4'iowe 5)1.10 . rAmmf,Km we t"MNswvw mww)AT GLWrA% ti' Q PAINT "PC E04OWN LINA(,rpaI3'11`Y Mi+' t*)TO VO4ARGA1e ----- � } r �` l✓ CyRIVe LAMM 1 -{' } MrIT'"AZO AM TOP Or CAM MTN THO W OrOATY PON VWVJ M4W PW ON c W ,1 (,B '_ i I 3i A04%ca lT To"vpj~r Amm AMP Fm% TN►�rloowe -LA/f�t- `/1 11 rt I I +►a rnr' �A�•.paiw To■aL m e K,'"mL. / Po-aLens— 04 L _ pVtTAd.L:STar'eMlN ON Pai.e. -- f t }i-- - 4 1 I< *? 33 MMTALI ftWr nM ONLr SWM6frOM1 vtc,-SW 4,%lSl�7 v OWN Pale.- �� > '' ° y +� r`- # • G9 34 - mom).C'•AMGi!!T!c-I4UW DIM MM*%WWM RAW F1TH �.`_-:� -: -j . 4.4 ,_. - . • ■ - TMID rPPIG r coATs '1xAralarr. NIfi L ' 4t Gllu?AIGT GiGhR'Te MAS& tY 0.4"HALLd�i � 04 + � Rere1M TO Glia.�wTIN■s. tIMISIh 1 r -- -_ - / LAtCOCAP!AND 0WAk%ATION PIN LAW'SCAPG PLi". U \ MMf MAi37<MLS!!L 1M8P�t TO GML SyYi�AM1I?IA ASG - A9 1 *01-01_ —� _.- �''d�.�r �j� MIIrALL INRIMNCM GOIfTRt.7LLd!Pmt L/I4vvArAPe PLONb `' r G$ C• IAiT{/I!IhAb7LSt LAGAT90IN911. PIRt�VICe PM^VMS c , b ( 9 _— �_.— -- role P'RO'f1tiGTION o 1:'f�MJI':�T13 1ItAPPIc'. � �:/ G M3TALL FM KroptAmm.laff l TO CrML Vko#IN" --�+ ® � ' � 40 MIrnI Ploo'recmT^P1Pf:400mrlrTft erfwarav TO 1MeArr�G _ BUILDING 'C / 4r M/rA"PIMLIG MRZPH0NI ), %0IW T 4VAWVY MV LOW►r103M3 VK-- CM-1 ,T ,RLW,IRM ft SM PLAk I1 — 1lRfKL rIMGAeT cAoW.M li!70^4IroW-Wt V^Lr.PAD AM MV 0~40 FF=180A0 _ Ism umiw COWAW ormM pme. p"I To asol e".sm rLAk R ■ AGB © Son1l L LWW f NVAMID ON WWI-CM M"t 0WIW TO�1oGTItlGM. ppc-=-��' QP 4 wm PLAN r m PIxTUw duvoITV rn m ow NZ).ONOo"J•ox AILD C^W ft FM Sm eLI� mC.AL F 6*m 24 - - ..�' MSrALL Mr�/sslllr 'a1.N(IUG.1. � • . • � � 46 R!G'rIGLs clstn� 1 _ _ ',, TRASHSCATOW © - C7A _ -- _ -------- - - fr f C� GRAPHIC SCALE _ se 0 ,s b 60 120 7 can w 0 / 1 incIN FEETh 30 SITZPLAN LEGEND > 04 * U-1 SYM, DESCRIPTION < PROPIK"LINE ` neOrlcrse.D PAr'rGel.LIAC LEOEND Q PNA61"LOW (� ---.- LMIT or SITa GONTRAGT..Me < M �=� PYtAN oPl rlcxa++exr Ststd(►�J G). WZR9M TO S11L'eLELTOMWN-PLANS- T. g- LWW S'rMVARD VV OW N LAI T ON A 6AW MTD.POOZ(—WSW, \N L�' I o-Q n LWNT eTANPMV ov TM10(2)LAM'r OW A SAMM7V-PItRA(--HMO. - SITE -- e- gcAm N#4W or wrm*A^,P or x to,WtO�rAmcow STALLA ti - M s w_G-MDIGATlS MM•b!!0 OP f.OFrAGr%,!'x M'U110)PAIMCIIIS eTALLe -- - -� �Sl3l� DATE TOTAL. SITE AREA: 2*46,3111 50.FT. - qE 4 BUILDING AREA 09%Mn ARBA Q R�Q*MW SMMBIA VYWOM TO 1111110AIM11 YOND. _.-- - 6PO W FLOOR 64265 SOFT. JOB-- - q�4.21 MEZZANK: 6+000 SOFT. TwANSPaRI+et w I3c11 LMf[JS+Nae JII■OaIMm. nvw To WM smailacAL ftmw PLUT DAM ' TOTAL 14,"50fT. •�• LAWSCAPE(INCLUDES ONLY rt+¢VIOM EtWACZ, 44140 so.rT.(15%) PLOT 8f.^f- r i�EQU1RF17: ® WATMR�lIL'R VAULT, 1lPrt 7b'GML PLANS. _ PRO�/IDCU: A: IAS MEM WCATIOK 1lI119t 10 SIISDIIIS FLAW PEZx,IRIAN LVr-,APlWC4WTYARD: 14,140 SOFT.('4bn6) py-- '. PARKINtA° M1 !•111C MfookAMT. WLPM TO 4ML PL** M REOUTAW BY TIOARD GODS(GENERAL RETAILI: 181(23 PER 1000 W) fT�+ rROVIDm: �..•� STMIDAFO: 253(12A%) C>r r.1.vJPDG. now TO GML PLAlr C,Oi4'A,GTt 66(s4DA11 -►- tlIEET 1�?, ,� HANMAMPED: A(2.6 1,1 n _ TOTAL °S4Y o e SAfK11.6I4 PIfMVSIflR RrlR 100 NVL P1 AIM s 010*4 LMAM MLR. 0WW TIO GML MAIM SAA t SITE PLAN SCAL.E1 1'=30' A WAW"AuArJ1,N11G.PRM�ifreRianle 1.OGAr1rIL11 ' :: , 16920 SW 72n,1 Avenue M1lR BUP 96-0089 2 of 12 .tj`*1 IF THIS NOTICE APPEARS CLEARER THAN THE na!►•� DOCUMENT.THE DOCUMENT IS OF MARGINAL QUALrn'. MICROFILMED ImTrl 11111111JU11111111 , I�Iw WAWw � uilm mhnr, �nhnt nnhiE� I.Iim� n�ir� h ir�ln� iHiht► nen nb+i �tlr'n unlm� uibm ialHn nlnn�tnlo�+ aldin i r r I h • � �., _ ..w.rT w.F — .+.... __—_ __+_., ..w ..w.f.. •.• .•/...++.--...,_ .rwl. •ywh......-++• _.... . •. 1 -_ _ Yr•....... •..r... r.r .w+ .._ .u..-_-.-.._...__.._+ n I •. 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( ' I POLc,�A►, �.` a y d"Ia+Nf3�1! ! 04411 lE 6VICK4 K KUMAY rR ►1101+ ALIA�A1Ad SIdN PANfTLL r , 1 bxi Y0.4HY11A MTIf _ ' �� _ In aL I I -, 11�1'r I`WYTE �• -,1•- __. 6Q'_ __ �` _-_,,.. ____ �' .-• 1601"R �'t Moil n,►yITTNe ARIA I get uvx fLAI�i fA1NT® o a _ �- tI Also Mili6MW�AL 1 11 30X NO'AIN 1'x o ala•NNM1 a�___ ----•- 6 STOP use&%V#Mw DOLTS ^ ;: tl `� , p FMlH ARAOR 4.- WAIT" ' ' oi.. 4 i I r I W.2•CGAT5 ~ o • goy , o• U,�►Y►�+In •, - -- i ► y � I � r:_ ve I 4.�:ynelrPll�► , -- -_ ---_ I '•�, _ -j••-`-- '` � q MT GPAT HNER ' � � I ty �L� � -I'M�6'TWPf �l Ya1.OMr(TIP.) i t ?•'GOAT!1000 Ir _ a TOP COAT*+Ie1bwYn - i WNW(TYP I F- c UX Q 8 �+s/4' ,w• i s�4' * �5 ' �_ w ta, Re AW fu►xs qw - calla 1 -02 ww u- kTE THICKENED EDGE o PLANTER 90 HANDICAP STALL DBL STOP SIGN _ STOP SIGN -- -- a � ___ _ 1 11 1,. uJ 44 REV. 01 11e qr<; 21 _ c� Re/ cI SGALE: Iv2'rI'�' Jl'l� RL/ Ol SGNC+UO`■I'-0' C_ . RE,/ 0' xxe ro' SCALL, KT5. _ __ --- - - a r___ ___._ . 64 is GONTMIOIl9 + _- sw D M,t`:r c 1 TOf• . XITTOM 6ALVAN011'ra Il01.T5 ib' D' r. ao ,i'r I 6'11bC Cc�lIG,fAVDEM =.`r bre di ca n � , f 6M H.4x11.4 Yif RfFLEGTIVi i I ,f• _ ^ Oi 1LID LETTERS •`VALSMC PAVEMeNT --I' I REDFORG1119 , ?r ,AI►i:� ` 'TING I i y _ TOP Of- -1. f _ G I ( OKT WILL NSE NOT I _ I PAIkTCD d _ (S -n I Hlel�YlYiHITf �Y , `° a `�J v" - 4 it".-SEE RAN 4 SYMBOL I Lrrm MHw;TE TRASH ENCL05URE t - ----- \ R> cTGRPORc w (2-GCATs� •• t J #, �`r ,o q n r• � �~ 1 'l k�. I b - -- _ __ KADED TEXT=OR EGL. 01 OOLLTEG TO NY5TRU7 160NW LK OR AC,PAVING ( ca t V _. ' 0 j t. - l�� CONC CURB, PAINT TOP I. FACE 7 c- � � i VVV OF CURB WITH TWO COATS OF s � -- I I/1'5().6ALV.5TL HIGHWAY RED' PAINT \ *5TRl11'SET IM CUIG. _ VV ! g / ! � \ !!�� •�- � PT6.5LEf`/EA/80LT1'D a '- (. —---4 I I'M I I ,,, aBr,, �Lo �� r NdLft:t �,�/»0 T;aa► ata eoT; > l��1 �4 i�•s ------ -- -� PLAN o TRASH ENCLOSURE HANDICAP STALL SIGN DIRECTIONAL ARROW ' ® K PAVEMENT t-114t LANE PAINTING EDGE DOC12 w 27 9GALT: MD'•I'-0' u L/ 01 IltbVftt.*0110 2 5GIdt: NTS. �: I V1■I'-!Y �_ _ �� t, ` WILL Lh! MORTAR GAL° 48 xw AT KALL i 6r GSLS K M"PAM) � - sY Mw T1K.6ALVAN12� E.1•60'0f, —G J •20'OG. y �d1 W,GOlC�1t FLW. '. FILL NTH PITCH ---- - / .ALL Comm - -.__ ' �' MAIL?W2 GO/►TS OF M6,b'IIIY . '- p! -- Mmllkl6ROOM - -� . 24 brill Nfl'AL i'AH - - � I / `- - 64 VCIT!SI'OG. STifA ISYMM'.�OL PAIrtTTV Y!� - - iY61liAY MHITE 5A2 i 04 Wiff.HIM (TITO GOATS) BRACE,5E£51RUGT. T.J r 6'O G. >Q -• il?'.S RJ1Gf9 .----__--.. _. _---- 1 -� - 2DAGK�JIMO1fC FIIt lINIAL,E I WE FLK~ -G.J. }y��y/� GOUMTTER FLA91NI6b•/Vn,V — \ / \ ` I Y. ---_ '_•_-`V .765M � •\� da �M'` ` rr ii1M�. IN C.� t F1A5T1G F€AD �_ I / •I90�D M Pm. - I ` - 1 - 6'TWK SLAG CdER KM in 4/ STD.H A 1 F- { 2-OF 5AND MEDIUM F00FIN6 G J MWOM F N*WA.OPE ' TO VA" S '5y)-M MTADU03 -,-- iU61D MA. r —(_i c+Tt e.1. I • ' � • I I 1 4 ca+c.FOOT11 - - __ -- -- - - U METAL DECK , 1n �� SEALANT ALL AIEAIID ERACE ► - CowlfT6YY b' (` ) JOINT',FOpO1.10H NO - 94 CONT T16 , � FAL-IHT.OF Clw - . C r �•D ' •• CAYL SEE FLOOR PLAN FOR EXACT 51D19WX PATTERN ' - PITCH POCKET DETAIL TYP. SIDEWALK DETAIL TRASH ENOL WALL _ HANDICAP SYMBOL � STEEL PIPE GUARD � 13 13 - ` 2� TO 23 NDT TO SGAIf R:! SCALE 3/4'r1'-O' REJ 0' SCALE, I'rI'-0' 02.Cy QCr SCALE, 1 V2'■I'-G`' SCALE -- -- �-,� •� s1''I-- _- __ —_ 2. 5"64W O.OGK All.CW J� ---- lwVAL TROV1.J01NT 6'TNIGK GONC SLAD N0TE5.1. 3GI9bOR IV PIT NJ.G. ART OF 5ITE WITI MM �-J � y S V2' 4'q'_ -- - 5 I/2' ------ — - - ------ - �TL 3 X X 4AT 16'�OG. 3. V15tlFY 5010 OENt1�GOIO�tTk�l GONGB.00.K FOR WI�.l. GAR CNtJ01Al1E 1 SIE SECTION CAM er .AIV5 r! 4'-W AMAM TIP -. CAM4'DIA AMA W -- T 4�M+STI 5LUE DRAIN EICK,IAMMN M MORE UL'R __ _-.--- - -_. CONC 5A.m OR GARS � � S'1 SIM FMT -- -- -- , METAL Wm ORATE 1 •T10 ----- - --- PNNT TO MATCH - - - L �• Tr•Q!}IIIFT � \ S t EMCL 05URE W415T/ilOtlN. z , ,,• tel" � � �• • dllTv +� TROHEL JOINT LLJ - .` �)NZAVY DUTY S'MU6'H , f ,r 'v _ �_ 02'FULL OFMWa CONTROL J. -- _- 1`�` �M11Bl loft D®TO"T � � i { ---� DLAGK ' _ o� ` R Si I erkowitz u 5R'" •EVAN3ICN JT. 1 81ATE, PA111T TO CL X_ HATCH ADJ WW, I y ;'lt3 L ,r: Sw An Architectural a[essional CALp. MWITE 2.6 STM ®PR�A�MS AFp ([Ily, I i, - - — D1Ar0NAL WA(rNS, F 1 y .eej Architecture _ --- STEP nu DAH _ Z - - - - - - �' 0 EXPANSION Jr.ONLY Ml'117Q3 ALL AROUND 1 1 1 w - j Li.� 000777 4'NDE S'R1PNl6 :� - ----- =---- - Planning- ---------- -�` FII�T cvAT,« Y - - ,3 C(,O"N . �� C,&y,AA=CHAIN LINO YnLoh (M') i i 4'TIMGK Yif ON b GLENI ROW I f11GIN6,HELM TO TOP GOAT 1M6HidAY ' ! ' _ ---- - <'>•+; CIFB OR 51DEYMLK - ►LATE( IP). i 6x6:10%10 TO i-'• �. r.iw , Wilsonville, Oregon 503/685 7350 � �,��T��5 GO��T g FRAK ADD SLATS �,p� �y�ry� Ar O ALL LE GOLDR OF AN.SURFACE $S.M- � DX IN M 1/4 f YM FOUr --- �- -- - -- --- -- — -- 2.TT:MO}tARI'FitEE-5TAhDIN6 51G3W-GOM�TT:AGTOR PLAN r: TO ��"'�" "�" ° EXPAN51ON JOINT OR G.J. �,. .__... A' r IDENTIFICATION SIGN SIDEWALK JOINT DETAIL TRASH ENCLOSURE DOOR 90 STALL o CURB 9 SCISSOR LIFT' / SECTION 4 {' ARCHITECT IDEN I'IFIC — _. 19 14 J H SCALE, 1' ■ 1'-0' 24 SU11F, '■I'0' 02•_Qb RC v' 0: SCALE: I V2'■1'.O' Vb'rl'-0• SGIII,E,d/i!'el'4� _ �- r FILE NYS: 10-010-0 -------- - - -_ -- --- - ----- ,-_ _ 5/4'HEDIUM DEWTY OVERLAY 0 PLY'Y'i00D. YOU EXTVV TATE RnL WTH AID DTH _• 41"M 5TRIPIIIf, r - - - - -- - - - Or TIE GYTIlO RAW.VMTMW OOM&95 WILL FTRST GOAT 11F_~Y CONSIST OF RAIEilD TTaAICARD 00 0 MIN M on ____—_ _ - Coming Soo DLAGk -_--- —LAIoSc,A>FTN� DIAFI+et a NOMWY..q n+.A NP.IAITT or NOMnw. TOP GOAT 116pw{AY yu,AREA DRAIN w '• ---- - - - - - NIR!'cX.GURS ]IN,AND A ceNT>ot TO c�T+reR SPACING rKTT:fn►. _ .WT',L SGR�+OWE °r --- MHITE OF NOMNM-2,86 k AND SHALL CONTRAS'T AMU VM MCMM r T / .ifAIN TO 5!Al1l !I'X S'X V4 SIM -ft _. .._ C011C M GUM VMlAaY`NTN Ai�,lOMld SIAlFACE!,ETTN9l 24'0t.MAX R® so CMI.CtRAYNNES L16VIT ON-DARK OK DN -04-LIOW. \ VY DIV 12cm E DEN-1AMIN tM1OORt a / 1'i_ 10 two rot y l� / FOR On up-TYP � 18 5►. �ATt� x IRT - DLAf K -B 0 E R 740K1 JOINT ,I �. Nb'FSI -- , NI.OR i3A,lE .., BOOKS �► D TNI U S 1rC _ _� _ /26M6 D_ = I X 2 AT 2'0 c-ATTAuI NV 1/21l _ - RMT Ip. PY-rn _ ' 19 S T ,��'- MYTH IX W61! TO fLYI'IOOD. 1:12 SLOPE I r I ' PL.�3T SCALA To Th iW _ � - SIDE" �,x 0 Ile A -- - 00NTRAGT0,2 -- I I .- �.._._ AWMITECT KXRrIfIGATION'"16N- ( AG PAVMb pLA�p SIDC � �/� _ _- 1 lNblf}I e \ i ADOV E PR�J1 ABT '- t 1p1DITIPIGATION 1 SEE DETAIL �4 sA-i 4 ' , --I 1 I- -1 , I 1 IF x(46",T181 TIC 31APF(r gain � NOT FT TO W: WX o1ANr V5 12'x 46' - -- --- — --- -- _` .-- -- -- - NOTA: TEMPORAXY F'REE-STANIP111D 5M- THE PLAI!'D SID " !11 NOT EX I D 1,17 � - h,,, = G GO CTRAOTOR TO PROVIDE SUPPORT 641 -�---�- � _ SCISSOR LIFT'i PLAN SIDEWALK CURB SQ H/C CURB RAMP DETAIL 90 HEAD TO HEAD N 1p ,�. PROJECT IDENTIFICATION SIG _ 1� I - IML! SCALE V2'r P-0' _- w" I wow _ ._ NDT TO SONE 0.� ��` - ��.. �St Jllt, i/S'■'4' . . .. . .. .+L �.3 auw,l�l IN W, r.4 *: 10.004.0 �•• 16920 SW 72nd Avenue T r R } 8UP 96.00a9 a R ! .1 Of 12 ,r; ,•,�.. •6` -a' . IJ'�•.t ._ _. {I •..' 1 o il�:. .-"a h; t s '+" ,�. IF THIS NOTI�:E APPEARS CLEARER THAN THF, OCT 9 199 DOCUMENT,THE I)OCUMENT 1S OF MARGINAL QUALITY. M1CROia I�.�'�ED 11111111111 1I 111111 t iiiii{i��{�{1 r{�i�{i�i{�{� r{i{i{r�rlili t M"111 l� I►{� {i{t{r�i r{� ��1{�I��{�1� t�{i{j�hl+t �r�lt�t{ilii I�I�I�i�''It utlttu nt�ltm im6u ,tttitut tadl nl!►�� mi ' aH aIlln�Ilnlui IUIlu1c calm minn du unNtn nlnu nab11 t�allln I I r__......- __dam .. ..L.+. +- s.u.:-:z..,.•._ �"-.....sr .....••••"• YdW.tYrlYus.rfllV_ .4t_l..u..nM.la_tl :.._wdllY.u.w..r.Ll .• ... �t dV. WIWI - ' e,1 r4 „ :. wd ..�. 1,. 4 .. ::.•r.(' ` s > _ FYd'N 'I]", V _ .:� ; : f A v ' r•ww 'a+/M'�..'"+^—'4 »w�. .r•".y7...w.rM.n+,M.�1w.r rwYw..•...M.w.wo. .,;tr�r�, r�'TT v • E NOTES y � r ..,...... ._.:..._.,._..r,_.A,...�....._w�lY..--..__- r.... ...+- •--w•-...r..w-+•_..- ..A++wM�'nMM.... �µ. T-' _ j �I flf/i1Alk GF011UR!'T CURE 1!L CIVIL 4 MAU II''!,M 1 201W •r' --^,a--a•- i•. 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'!SCSI.5joW CYLItiIJF]C5'HU BE FW0vF 'I:D BY lit TBWfT MW FWAL R8TA LA" F DY Tw 0Y#4m UPON OGGUPANG'Y. a V.O. -�4` 9...0. , OFIX - -- -- MA. 1101E�Y?1tR(A '�'4 i1f ) 0 CJI ti° I AUTOI,MM CWR Wnn4,"Pt34V MINS 1HRE ",GLl'J+IR Al�OD12T:'D ALUMRIJM W MICA 1R5 AND CLIPD. 000VOM WN 1�A11!'ID, ' -- T.I. I I w I i I ALAIO'1'DETE><" EAS00. •i :.. K R !7 REGYGLI` - p r 1 9ET rf�`ATNERSTTRAT'cMb l• SHE r� L J•L-1 �K�i I ARMOR MATE,fie`r4 x X070 TWK(MM SIM).mkavw "�' O T.J. p11GT Fl01t LIFT - -` ss16.... 1 ? t, GpiTR01.9 e 1RA9H I f{M�I'NIQ BIIAIP 03 '� r 1 3 PR PAR OF DOORS,WK IMVl1 3 PR Pa?TT ri0llli!a..l,'}4cicRbt'r'T625J4r d V2'x 4 i!Z'. r" 2 EXIT CeWA 4441EO 636 !1 j T4 I 13'-8• q'j• ■ t r II Z Gl09ER5,LGN'4111T,HOID^OPE1L , T1 2 PFi!^'110LE V> (At OW MU HAW4 ROGKr100D'IM W2*Jq 7. 2 A M041 T'IC,DOOR pCrTTOI'<<i,'PeWZIo 411\ 1 ' 1 Z _ T.1 g I mw*ow,am A4mzE 'him"W AN6rk+1la AID CLIPS. (.f?OImmm q*Rv"& uj •. 1 I MTl►/1BAL WO WATit'! 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S' i� READ LINM / �• ON P.T N=CMT �"- fl7 ROW OF b'3TD.CM RLYIFIkG __ __�. = I UiHr --, �• /P.T.AXV NACM "4'6AMdT • - _ ' �_- Z U2'RLbID MIlLd AT10N ON ROOF U4`M IT / ROOFIN&OVEN ROP! &A.ATION U.:'4 x 1 i/2'06&A.T5.24' c,4 ALL 5M , R1fi1U N�llt ____.----___� ..__ -"� ,Il 'i � �-----_-__-- _ - .o,,. ...._ 14 MIN FfR 14111') � + MEIAL DECK ---____�____'�.�' j _ RfX,JF M�91:LJ�TION - \ • _ - _.- :z_-z -: P.T.WOOD 6�(ME1P TO fi0.>F 9LLJPEJ I 5t" T. - \\ '• I VENT PiFt ---------------`-- ROOF SYST@•I ' _BALL PI"w �bT1aGT. wlpit&-AA _ '� . Y �_— �--(�S'-0'X V-O'*M NO 4OVWLOW AWN OCG!ft W DIA RCJD5 0 VOL EACH WAY- AT INTBR�C110N5 F i AND TO TOP OF 2x2x'J/b' AMBLE - - R,OOP DECK. 5M 51TWT. SPLIi'PAGE O-W,TYPICAL MEAD / DELIVERY DOOR -- 1; ROOF PENETRATION 13 MECHANICAL CURB 9 ROOF/OVERFLOW DRAIN 5 PARAPET DETAIL SCALE: 3' ■ I'-0' SCALE. 1 I!2' • I'-�i' SCALE. I' . I'-O' NA1'TO SCALE SCALD I I/2' • I'-O' V a G.N.U. r1ALL � 4 r• - ¢ OP STEEL PIPE �. � �• S�AfETY P<'TST j G R x 19.4 W/ FiIItDM91i WITH 5(_VMf P EXRI45FON � 1/2""" N.S.o W-O' OL. 4 90'x 36'ROIOF --15 GMU.YWJ I'-0" PRUM EA. END. ALl.E56 V TCM —_ ) Vi RADALS TYF.6111MG � * __ ALL l�"Moron AT IO'OL 3/D'xr1 xb'LJNTEZ lSTL. PIPE W�D E105 TO 0014C. I r$TD.STL.PIPE a Al!4N .G/M ----- +j U�DDC1t IP "'7,-7-j '?i '7 EXTCI�P•I'rV fA END -MAIM KkL F%5H 1 ,. ► i [MA 7 Y 1m to}�L L ° OW DETAIL S ---- ON SHT. SA2 �_ ---- --------- - - _ _�• Jz:v Y I ► D r ,..r_ 1' r ✓r, , V8'111E-f1wS1®ALHM ly --—7>K'xU1'1Ik..EID ` TRACK Mlt7 �tJl'r'ORT ES1' 3/4'DIA 571. 10A65 a 17 - l.) i r OVER 11J�E5, iJtYN6 GULR ^\ FLATZ MD TO LINTM ` s 4tlt�,4..kMANUPAGTURER. OL r"TO 57MNSE U4 A`M x Ib°W ! / / NOT MOP ALL i r ALIANlILM STOORTWNT , I HARIP NRL■ BY MANUFAGTURL!R 2 STL RAILS,1/4'T!K X 2 V2'(2'-0' I� SOY! � � AROU►D,TTT' 4 —Y,,l_ - W.AZM6 H { • Wk-tIA'L1,PAINT A.L METAL �' { 246A b1.W/ 1'e 'f 2 xnV4'T5 LT-W OR PLANSM ALL WLT-6P .. 1.'BKACJTr V4'TIK X AR01W,PANT I ROOFINfy �� ! 1✓D'0'L13.`.`S`EXT.a.". �! -- 5EGTIOJAL_ DOOR JAMB :U2 W 5/A DIA-x 5 � -- - --_ v EXPt�AREAE C,�rII�IN6 LOi S L.AH BOLT T 4UM -- TO KATGM 4X6 Bl K t ACH RAIL MSG.M'TA45 t EXPoNN51ON JOINT MATERIAL ' r SxSx 1/4 ANSLE H/ N 5 - 4 G/NAlJMIB , S'STD 5TL PIPE T STCJ STL PIPE PLOOK SL.A15, 5ft 37TTtUGT. ViNYL WEATHERSTRIP - AIRUaD 5GU°9°Bt MILD TO PLATE• LOADINE 5►_AB, 5'TIiUGT. 1'�T�.h`' FM,FM I I '� , ',' f 6'�b W4'TIK 9TL -- __ 'V ,k I MiTDt CQ106t9 k. ti I PROVIDE GAtSI<: f' r MILD 1 am 9400TH a T-0'MN AFF. PLATE WXT I!2•EXP _ a 50TT-0* I FAff7)4'MIX pOLTSTOGI+L. 4 c. LSW 2T-25'FROM 4.OF 1 6R!W All WELDS SMOOTH. 1` L > LAVM fANX 3 P!!lii l ADDBt AND CAfiE SAFETY YT'1L0N1 __ S-1� I Ti'MM.iN WiDTH 4 COORDINATE WITH NTMOR GONTRAGTOR -- l VMIC.AL BARS 5PA=40'MAX Fc7R L.OGATION OF LAMM 1 k JAMB/SILL DELIVERY DOOR 13 ROOF ACCESS/LADDER 14 OVERFLOW SCUPPER 10 SECTION at AWNiNC� 2 1C= { t; SGAL.E 3' ■ 1'-0' 5GAL-E: U2' ■ 1'-0' SCALE 3' ■ 1'-0' NOT TO 5C ALE PSD AUJM C40PN5 W/uxtT. _ - MAP _ - METAL CLEAT EAG•N SIDE 1 2 3 4 b !i 'r T.O.NAbOMRY EL.24'-4' C4NG HAS --' l — —Iov-0• WooD MATCH Ac ''�=� NAILER ___. x, J „��. -0■ tRtlGK vEaaz TO JN.dll ° -� � 32.•"0» ...__.. - ____�'� ____-_�_ __------24.0°_ 2:< EG..OGK!T19 P'RitAP'OT "SCTLDR!!°t;01iL`�5 � , SEALANT ALUM c.OPi►16 1'tiA METAL.6TLV5 7,O E1, ' "RY �°�I'53011'tY ;e 2"Y5o"tY T o.ROOF DEuc + j EL -4• El -0, Ei. N- ' Irl'EXT.PLY"000 9 a IIY1'9tiOR P;tUSH I O �- D I { T 4 MCXJ! GOWOSITION 5HI"ftc ROOM146 r TYp BATT Iil�,1LAT10N FlW5H I i `� D [� ❑ ❑ ❑ O © L 41'-6' ❑ EL-Ni'-0" F1 18' DECK ��r�T TO COMM& - `_� b /'� b'ErA.MI','TAL 9TLE'!5 DETGIC (T1!) �— T.S.ilADER WE STRICT, _. - --- --PEWO DRIP CL:21`-1' I SLd7PL` 9 ASOLET-MATGN HT- 'SPLIT FACE C+V VEWID •HEAD ONLY it p ---► + 91 OFT � iv u.:�°GOPPKI �-� �, -� _ /-- WOOD NAIL M / _ 2 --- sro.5--3/a'HM F1tAME sET FwM�E IN R.00R C� r-'1 3 8 6 DlMelf7l�ull.!•ePAr.STuv eR/KC �., "- Itfces5 PRIOR ro rotlt3tt�PtOOR SLAE OR , SL.UPE S[E srlalcT. - -- - rs.i.MI!TAL � r! ' -� �` -.- �O.M ° MATCH HEWHT TO LkMM C,[IPiMib ! !ipTLN PRAME W113�IT LIPS I►(TYjRIOR R.00R � ,- ! 24, I I I SLAB. p LJ � 1/2 OCT,PLYWOOID -- t, l I I _ I °lam D ID 4' f s. Worm I �._ 6 I.WTAL FL,+►5F N6 r 1/4' WOOD SIMM PEMKO Tww_cA0LD BELON AiOTGk Off•DOOR 1 ------ STOP ON FRMT 444•SILL GWY `✓ _ D P4 TAL!WS 1/4'CONT.GAU_KIN6 80TH SIM I `✓ A f�rciP \ Rei■ppNIN i �,��r-�-,I _ - ----- FAL.R6GE56 La>3a1►+YARLPS �p TEL:2❑t-I' £' �--7D,ROOF pEGK LAW=K �ID-1 I e i 3 "' LATH 1 PLASTER FINISH II,I __._ _��-_ L'1. -4 EI 20'-4' !L.Mme■ ( L-�_TO-5 -j r-- G+WT STRIP PL ATT'AtM- TA.ROOF DECK 5 V4' POR HEAT PUMP" ( 9_. 19'-'1' 7 OVER V7'EXT.PLYMIOOD I I RpOF1116 OVCR RJ61D Ik9iA AT10N z 1� ------ - ❑ L J SLOPE� . STaleff fiaN L- #%L ONLY I S-a� b � 'r.1L1 RCCf DECK. SEE 5TWXT. fit � TO. /-TO ROOF DECK 1 SLOPE `,J M. 29'-4' , f�.,S.F. HEAD SOFFIT 19 HEAD/JAMB H.M. DOOR 15 " ` -` �---r� °I;W°C - -' b �••, � ROOF CRIPPLE WALL 3 �, � ' SCALE! 3" ■ I'-O' SCALE 3' ■ !'-0' � - 8 . -.._ivT _T 4 b f _--_ .ts O TA\R } �t ,.e - SCALE°. i I/2 • I O T El 21'-0" `` ,OGGK O DECK °'IB-I DRAIN i I �. 0 �-�7 X24'-0' KEY NOTESt�.l ( I� Q(TBtKIR WAIL 1 P"MME MALVIN6 1�GCM�!!GT TO ST01MMAL NA-2. R4 TO < S T $Lon '� SLOPE 1 I x'a� l •R•--•- 9EYE1t 5Ef G1VIL DN1S5 -__ . _ _ __-,_-._- _ _ , _--- DOOR PRAhE PLLGN K MS!DE '-"�' !b'xb*OVERFLOW Si,UPP1.'!t 5M DETAIL IO/A-.2 ENTRY DOOR I T: PALE OF Gt711G MMS. � .. I I - --r �- _�__ (( � ROOF TOP WhWk,&1XIMM M AND UM 5W 4"AiICAL PW 1/2'AWVIZrP ALWINk1 I I —- I l AND DETAU.4,�A-2 I ppppppp�� RP_QF p, Et7f1E I l \ •�----� - 9TMDARD EXT.DOOR i �•O•I yr;• �� TO I '•1' � �.+ MO11:OW METAIJ DE{.,k �•14'�+6` �� W 19'-G�" �" '•-.T.O.MRSOfiR'P __.-__-----_ ( .� ROOT AC,��i►i4TCM. 5E♦"DETAILS IMA-I FOR LO�GATtOrI SIE ROOF PW�1 _ I _ - / �E�L- •7�0'-�� _ .... - _ .� .a. ._._ CL 74'-0' I T J MLD 1/4 PM PT MM '%M WITH R!9V R!IMAT1Okco ,r... ENTRANCE MAT- 1 ("nJ1l TO W-4r VErA it ��pp Ogg I © 50`WE MALKWAY PW AROW M1r�M*CAL EG VWW. 21'-0' EL.1D J. 5l_OPE R0r•X'PARN"r AiD AL1M RH C40PW 5Fl 17ETAiL-I/A-2- __ _ PWcO AUTMIATk;DOOR D770M � i WD WJE DATE �- YS!'Iw OGGrALS atE FED •. 1 I � � CatK.KtT Y4•?1 1/4'!"pt F1.MM SLOPE 1/2`MAX ---.FINISH FLOOR �QP� T,O.ROOF MAN--{�a 9�,��p�P'E EL. IA'-I' /" '� b'METAL SIV LRIPPI.0 KAU W MA501IRY 1 MWA(V9LM. .108 NQ _ rGIV�'r ErD 1376E 5T1P r Suq -^i -r ,� -F1 �'O" i 1_J MATGN 1ei�T W MAM PARAPET. SL-DET.5#4 - PLOT DAM a Y 9• � � ' �„•� -�-"'� I I� /ETCH PtX•kE,T PM PA4tAP'ET 9RAGE. �E 9TRIA:T.1 Di"TAAL T'SI'5A-2 / FV*O Tt xw SEE WOR Scm. W TOM 11101210TICM �p I --� �_l�AA1. i.110If� W.Ot �CA18 " 6014cftlm BOOR SLAB -� - _-� °• EL.2�{-0'-Y I ! (` _ .5G1lD. � 1. RbGiFIM14 CUF111tAGT01l TO GIafX.Ef ROOF A7�'f Ftjl!PCl�ITIV! idtiiAWN BY. ' �• o' 9• �` per; M(;K I r- DlICiK (76'SCY L '� TD.P40F D6GK �' » y l"1dI°A!ClION JOiNT ________�. `f/ --GONG 9llIB "u 'A` 1L4,14'0' EL. ►D'-4" 1 2. Fi7R r!AAil9 AID PLkIMMNt!Nfi1 LTX ATS PTY ►Ella PLAN: i E111 TO _ t - - --- - _ . OXTCRIOR fiOHGRETL' _,,,,•�,..-r' `--__— -GOlE.1lr'Ra 9B�'WJC QE -" -- _ SL.ACI�'�'IVEKN-K t p l�! iNtr '�- i ^'� (� ?A. -0• •^.___- t D1911tl 9 gM MGQMMM�AL rf 9, IMDOr!!f TO C.iiORrJl� M WOW VIM'S/t71"A ROX Rt4"TMYi 45 4TH __� T�NNi C*4%b'i K WE MTAM IS 4 IMA,-;t , NTRANc;E MAT 70 CXTEft1C?R GC►�lGRE1f '-o - _ ! i 4. PiW Ml R40P VP IAM AND Kt VQV9D 1''x./1&"(AT GUr^ + 18920 SW 72nd Avenue r HUP 98 0089 PIAL v@ M vl:,1, To Mw V0 Na G,M.YN�L�!LI,D,Y,5 of 12 s ............f.s-- -- ...-..._._.._.__ ...,- 9. LIZAT04 a(I0 �IILY Arl�If ME 1108 Ld°.A�TO AM s A W e! Nb Gcio11011NAed NIT1i MhGMfylcAt.ru!I1eAslw2 Xt SILL S.F. DOOR 20 SILL a� H.M. DOOR 16 ROOF PLAN ' - BUtLDING 'C' -_- » . q /b01'111AhY11�ItM�T{7IlOF I II'i erNl:w•r��,arll�tawr SCALIEI 'i" • r-0' !+'Ale: 3' • 00 sc*L : I/Ib'•1'�0' P� !G>rA14 Rt11iD rlllu►T10 v r l+I+t�IDNANA�dA M A/A4v�. , -�I . .n .+ ',�, .i ... .. r■fri►L. ,. - �l..,a.'.._ -: ...,. _, 'k•. fir' �".. ,i - .,, ,. i'•�-IM a a.r. u.. . - _- ... ., .. y, •` - �. _ .- » Y� t--., F i + r IF THIS NOTICE APPEARS CLEARER THAN THE MT 9 DOCUMF,NT,TNF.DOCUMENT IS OF MARGINAL QUALITY. N,ICROFI LM ED IIIIIIi{IIII IIIII1!{I1I{I{I I{I{!{I�I{I{I I f{I�I111111{1{ 1{I{I{i{I{!{I'I I�'jT11ji{l�l ! 1{I{i{1�1{i{!)1 1{I{i�i�i{I{III{I{I{I�I{Ijl ! 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I FIN.FLOOR / 4 4 t• liMT 8 � EAST ELEVATION D HEAD AT MASONRY WALL E SGALf<: Ilb' � I'-0' NOT TO 6GALt: Ak,. t IAX 2 3 4 5� g { C C� 41 I � = 446*AMFM 51.LL GGK "E Nt � `'`J.�"4] J4 0 1-446 IT - ._____._ �3�• - { . �'7 km Ilk,• _ - - - _ .. T.O.MA50NRY •i•Vii •� 1 _ ' mcx B= ERSw 1. 2 1t2".r-VVCIF M r I UPC OF 6'-0'H1614 80® KS • MUSIC • CAFE CWstr�WALL � r �- 50L1T FAGl�GMU - - _ _ _____. _ _ __-•----_-.._ _._ _ —z-_ - B_� 13ANU y W I'OFPSET f 446 d FIM.FLOOR „ 2 S • _4 s D � � •� l SOUTH ELEVATION E+f_hE: I,b' . I'-O' G RgICi� COURSING DETAIL Mc, 7� VIAS F ��:f, .-. ....- ... ......ter- .,_._._ •,.r._......_, ... . � r i 'o b I .1 ` v ' TD.MA60N�Y ' --- TO MA'ONQYY' !•` � III 4 --�=•�� J _ Imo+ _BOOKS O MUSIC . CAFE B�O MASCJ _ �'-�-- j D e SOFFIT I dD.F4AaG!1!Y �.; 41 _ __ n,. ;.rte• "�' I; 9Q1D.A10 _ 1 ! t _ T.O.SILL T.O.COL"BASE '�. 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TO MA!5011t1 SYaR>�'RON" MLCTION I L�.MQh1DIB A�t�FItAhE ��1 -4 { <A-4 _ --•-• 'AV,PA ,"C'- 'TAMOE tb.t�T' -^ 9LAZINS-TB rEld.9� M!!' I�GiNl1lp PREFINI�Ilp aAI.V.h�fAL C.OPIMd mv mmialAlIem METAL p - - L,i�t' A>r its N- 'SPLGtl2 RIM' f,• —" i 0 EXTERIOR LAIN S Pl.}klTtRCA"ANOMM 1! pIAT� _ GPU EXPAWAN JOR�fi. ".b',9t 9711111111476A&. a1RQ,mowft N �' BOOKS • M U e,, I C * CAFE .__�,'A - - - e- Lt'b• _____,dA GOP"AIV MWIM11LMEOY6 ftT4& _ � I I � BD�MA50N►tY—. �p �. 'LL.12' �+ B.O.9OPFI T P101T ; __-_ 1tb'^ AL OVEWLOH BEE 4 B.O.BAND MAIL b/A-2 10 EKTIV40K r T.O.DME ~TD1GOLl#1N BA5t!� SM Mil. 21A-2. N•ONW�_ - R %0N WIL. (SEN,GOMR TO PROVr7l'.'POM) 4 b L 4 DK,ORATMf C4Wlbl N fit; - _ ,. - ..._..__.____ _ -_.._._-..___ _...._ ..__._.,.-.►;_._....r_-.._.r.::; >, A .. `G--- - •e=- w GN1 9PL.IT r�1Ci': 1m' 16920 SW 72nd Avenue 1 - BUF 98.0089 EVA [• * . , A b'Gid�x�lIP111'PA4iE M�. ) `—.--__ -- --- _......._._ -•- . 6ef12 NORTH ELEVATION' { ., ,- ..-�..-.r. rr. .Mr �. .r _ _ _ _ —_ iy _ _ __• ...r. i+.+-.., .-w. - ._.,...w....-... . .. -.,... - .- w ........ .r- s,fi. - -....,..+.r.-...r+ «r..+.J.w +-•d : 1 Y ' ae .. A .- j! ,, . ' i " _. ,h. •. '.. ,• . r ,. },,".s , sC:•. _ i}+.;,.. _ ' .. . .. -�� ..,�, ..�"w.�{.tit.,.'. .7.-?•i.Ml7d$uaq:fl�i •W.. ,v'6' ... -. t M':�• .�.r,' ., .• ..,.,., j, ,�I .j,, d •,,. ws• wr �' E.. Mp .� t. ,r1 — : 1 .1.;,. t•v ., .rYr - -. - - IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT,TILE.DOCUMENT IS OF MARGINAL QUALITY. ki, � I {�I�I { MomIjl{i{I�I{I�l I I{I;I{I�I{I�lfl I{!{i{ill{ISI I f)��II�!f►�I 1 I�I�I{i11�1�1 Iii{t�ill�l�l t I)t{i)Ill�ijl I I�I�i�lll�lfl�41 I)I�I�I)f{f)I I�I)I�fil)!)Ij30X n{tiultltt{uuinnfuttitutitnt Inthul I!ulnn I!IIhIn nIIIIIn nnlnn nnlnnhlllllm nuhplpulfllnhulhnl nnLm uninll n+dunmliMln nllnir Munn nnllnl In1lat ull)u;t nllmLr:.aMtl n1lna nnhnl nnhl�I InIfllutl►► ,uw w:r. .' ... .1 .;i a1 a .... .o t..x ulY L ^ Mil .,. aA._t•,Wiw.i bid�iaY"'Yil•,:orLwr,areh- ..t., `Edu:ia.. ....i.,..... .:,...:.e...r.uf16. --a�y,Y - - •.'• _ r .•_,v_w. a._...:LLs ieYYJI{..w. .__... ..v. -�Vlr'ii171.1iYYy -- . 4LYl..atY�fi 'rrss.a.uua.MaN- vw.. '."- .r'.i'L.w ....u..- - ..,.,.. ,.._a_a.r:.r.Y - -.I _ __ .. _ _ ,F t I; 1 _.. ..__.._ - - - - W - ;t 5'r ,',. •�' , '. ,1 t a �,. .1 '('� �:-Y '., ' � •'IIS c t KEYNOTES _ _ ---r--- C'J(TC.'RICJR LATH AND ••--•r-�I 17- . > STRVGTtARAL C AWINO lPCI! 6YP !< PAN11 SIZE 5/d M J5T. * YdOOD 5#AT•INlr lE IT MA4Tat ON 1/21, fXT. artxu ROOF GbGK t 1R/WIB. �S1�T DtlRATR. GC11+1 Cft7 57R. MCTyTUP4MMIN&. O -- '� & 6'STD.42V ftlow Dft"Yom U 6.1.MRl'f,gl.F'.Ay/WNNts . - -STEEL F I � X � 5HIM ►'1 0'f,TG.cw eelw BRICK vl fc wAu.ECYOw AND DOOR ` « exT�+Rlo�e FIN1g1� �_ _.___ �`" b u4 waon SiIIM ANi7 CONT 5C`ALAM o3ur►+ !9 JOx2 GOVT. rlRAK,E PORI-tED AN6l.L` i b a R' SF1JT FK•EU Grt! SH SCREH5 I 4 \ f ��''� • GEILIN6 JOIST ! \ L6J BRICK VE ER 14 &m.SToRC4pow oEYov Y,� SEC 5TlRXTURAL 6 . r L J ERIC*FAC-1-0 L5] ?ARAM V Aa,ME 5TNFx.1' µ�` - 135 GOtUMN l�J PITCH POCAET,SU DETAIL 1'9J'W. *• ! �. ' � CJEGCJIt.til'I\�� EXTISRIOR LATH i PLASTER OVER PAINT DOOR i FRAME t0 MATCH--- -EXT �,Aq'Ri _-- --- I!2 EXT PLYrronD ADJACENT FMISH 1 Pt_A5TER 1 GOWGRZT>= (] ti'oRlr 5ff pE fA1L -VA-4 Q GOIfI1N1GU!8EA4ANT MErN•OELA* - �y 9A5E 2' HIGH CONT. vTNIT 5CFMW, 't U2"6ALV METAL l�� R,4 RNID INtlILATION a.•.y.-a __ _ CJ PANT TO MATCH ADJ.9UtFAGE -- PROVIDE KEY 1 LOCK• •, I N� 5 PL Il/ -4!-OGK �TE: \ - _ 3/4"PLYHDOD CATWALK. TTHH 5 DETAIL TYPICAL rOR ALL ACGE55 PAMI-5 CAU= FOR IN '�,� � 6" 5PLIT-FAGe 11 truer.FZTARVANT TReA'r>z; 5PECIFICA ON5 OR NOTEC ON PLAN UA. . ACGE� MEL ___ .-__._---- __ .� _ ENTRANCE 1010t 5t�ro4j,,eLoft MAY M)H BLDS.• 2A(TIP) GONGRf!TE MA'SOWY 55 L BE "MILCOR STYLE *M', HkWACTUIRED BY INLAND 5%. E9nR� 12" EXT. '-0• - - MlTAI 3TUDg S!t ST1pA T. sr LAT�i ANC) PRROOL7•I)GT5 Gn OR AN APPROVED EMAL.. -..____�I \ PLA5TEvt N 1/2" XT T ® BATT IN51XATION,Ft-11L 41/2" 6ALV MtTAL PLASTER C.IJIQtIJLrt. BEhE' Ft-11 VENT ,,REED C4 WG.SLAB MV Z'SAND!6HION PAINT TO MATCH DETKMN V8. i 9A,5E,50 SlYIXT. EXTERIOR FINISH n 5/4'REVEAL PV<,ONT 5CALANT AND BACKER RCD Z ,< 4(PLAT)w RI61D INSULATION a ACCESS PANEL , • -0' 17 VENT SCREED NOT 13 CORNER READ ® SOFFIT �ALL,r• I" , I'-o' 9 ENTRANCE PIER DETAIL � SCALE: 1/2' • 1'-0' 5 SCALE jw- .r. u} S A_2 IA Y TO.MA5OIRY I A TO.M�►.50rRY 13 A I _ s • u I t I 4 A 1 �2 L woo 'ya _ ® ,�- J - F1. 'W-Wolk OR 24'-0' SEE 5HT. A-2 I , E.L. 24'-0' r i ! 1�1'-4 a4'-0', SM'SITE A.2 - TO.MASOWRY .h;' ` TD.MA50WRY I ____ _ 3 T.O.MASONRY I I 3 I I —t-- I I e 4 f. I t I I 1 } .r. '.Yf'. '.ti Mj,.• J�(•,•. I 11 n - 2 J7 EL. Ib'-Z, 5 f 5 B.O.MASONRY W Cl.12'-0' — {II 31M LEI 121-0" {{t� EL. 12'-0' I _ ---- Ib OF ( - B'GM: +PUT FACE 1ye'' D.O.MA• RY I I Bo.MA50WY 1, • SOFFIT I ' - ui 15 d❑- 1 I / p SHEET METALFLAdHIN6 �[ F.L.101-0" LJ A r� // A-J 4X4X6 WC.HM -� CL (� lip- •SpPF IT -- LJ i ANCLED,OFrSET I 8 Cm SMOOTH o UJI �---------- -� 4 -- _,� - L r- 4X4%6 VERT. - �-- II I __ -1'AiR SPACE � z 2 4X4Xb HOR OFP'JET I� - _ Lij � Y' {" _ W r B.O.BRICK BAND c • n- le C�____-- lJ __.-- I I 12'GJ1U 9A.lT 1`K,E i EL.3'-4' I I P T o I�v�TAL - -- TTD.l RICK BASE — - if so Sam DATE: � FIN Fut a a-o' dOe NO. P EL.O'-0' CL.0,-0. ti C'-�� v j A-1 �.O,•0. .2 a FIN.SlW#ze Q5-°t4Z..21 r S1D1 AL,c _-- - - - -- PWT DATE - FLDOR� �--- FM. OOR FIN FLR. .��. rr'' FIN RR. ... row r L� • . PLOT 13t7AAtlF: 1 DRAWN ICY:- 1 ! l eu�I+. St►�k"T h!Q r 16920 SW 72nd Avenue I 7 o 96-0089 7011' 4 4 Aw-4 WALL SECTION OPEN G 20 TYPICAL WALL SECTION - 1+6� CANOPY SECTION 2 CANOPY SECTION 8 BRICK, 1:3ANa ��Al�� ECT'I,�'►�f � ' 9GAtE, 1/2 • 1�4' 9GI1LE, Irl' ■ I'-0" WALE, V • r-V s BGALl.Im• I'-0" i �!. • .' 4r .�• ., + , �. ._• ,. ...( . t' .r r �' 1. .'3- ., .. .fa. `v. 'c' ,.1tww+ >>�i1e1M '-�'. , .M,�' ..: } ._ ''�,� -.►.."•'..r. l.. tp,�.•. .. i ,� � J' .,, e►e _ .` . . r • . .. ►:!'. 1, !'1A` i''.1.'•�l Ur <1:�%i w"'-+.. t7itl. •air. _ ..,. ♦ .. , 1;• 11 IF THIS NOTICE APPEARS CLEARER THAN THE OCT q �( DOCUMENT.,THFIX?C:'IMENTISOFMARGINAL QUALITY. ()I�II I��{I�I��I�� I�I��{� �{�{�{1��{�II � ��{��{�{� �{I�I{I{I{�{� � �{t1T��t�ll� � �{�{�{��{�{11 I{�{I{��I{�{� � �{�{i{I , ��II�I�I� Illi{i�illl►i Inlmt nnhill nllllulitnllnlllnnhnl unhm rnhm rnduu tulhm ulllnnitmhnllnnhm mllltu nulnn:nlhut tmi,m nnhul tndn,rtnnl►In LII{NII What nttlnt►trnlm nlmt td,m uttlon nnhlu I,1 1 , Ful Tr •S-' .. _ lit Tm 4 r. fi ,,; r r r r y } till iii 01 0 FOUNMQN NMI; A ` • _D FOOTING SYM9AL/ FOR SIZE SEE SCIKEDULE. 2 - t} r4 :7 S '-DETAIL No. DETAIL SYI IXA. � SHEET No. 1. FOR DIMENSIONS AND CONDITIONS NOT SHOWN RSEE ARCH`L VA(A. AND VERIFY I , '� rFAXTURAL. GENERAL Ni FIELD.SH _ __ _ _ _ y-IQ° �»�1- _.. �_ _ ^� -_ _ __- _ _ T "E�MTM _ PRESSIONSI %URSS, JNDERFLOOR 2. R3 ES 1 ST-1. 3. Fort FLUOR DE 1 ... t. � ' 4 Till MECHANICAL, PLUMBING�AND ELECT ICAL,Oil DUCTS. SET ARCHITEMIRAL. m ::'• 1 d r b/ u1 ©w c `I_�u 1-OM 101�t "4n wanu Al 11711, SLOPE. JRAINSI ?o^ -___. _-____ ..-- -� - -w r _ -______ ...- _-_--- -___,-_ ---___ _,. _.____ S n SEE ARCH`L Dl ! 12 �� 191 i�/ � FY)►i FINISH FL(�F{ ELEV t 1 . CT.J. DENOTES C.J. OENC11ES CONSTRUCTKAV JOINT r Q. TYPK:JIL DETAILS NOT $ftN(?WN, SEE SNt"EY ST-11. I T NDTES 1 lit ._ TYP. TYP. TYP.In a FOOTING SCHEDULE " A �-" _'► �' _. __. _._ _ __ ..— . .. -- ,__. _ __. ._. _ ---1 �.._...�. MARK SIZE THK. REINF (®) REMARKS !.`J- a 1 1 ar-W so 12, 6-0 EW. (0) 1 1_j I I I 2 T--W x >?r-(f I t` ►-A 1'-W w" COIR. 1 T 2-0 CULT. TA/ 4-r SQ t Y 4-•/4 L.W. (9) ss �yJ Ir t)IL`fOIO Atlp•f l 1 r M e or Ol,tt. 00% c$i <• /rv, I �f2 04�� ct 1 i # 1 SCHEDULE 2 T W 1- . -- 3 I I SLAF SCHEDULE AREA j REINF. SU&+VkSE m7l"ll�a REMARKS 1 I I ( A VAPOR RETAll •, t + - I 9-muL 5 Emwil1AI 0II d I f Q I MES • 1 Jr-^ U.c. OF PALE DANK 0 TV. sLm 4000 PSI M o.'s1 fill 0" c + (� I W Y • 20'-0" fr ! S r r OF ll 201_17- �==_ 5sn fc- 4000 mo� • s"— I4A ! I I , FXT1l 4" 1000 0' FRIX 1 -� STI M I I � fc- 3000 r1.w�Fes• orsm" a!NVFa SEE A�RCtI Lfr I mw • gar o.c. cl POO 001 1"i 0 LI SEE SOIL REPORT FOR ADDIM FOR WET DRY SEASON. NAL. PREPARINGG a 4 ! I 1 z = III I I SCHEDULE 0111% 4 I 1 I 1 20058.0WG FOIL EXPANSION , • 44 I .10lNT LOC. JOINT LOC, ' I I (DFOR CAP BLK. SEE Ali ,� 113 14 s :NI V 8" CMU WALL s r �' ` , � `•y °; ^� It SOLID D GRW/ t .._. ...�_.... 5 4 24' O.C. 8c O 3Z' O.C. y N 1 t a. # O 24 O.C. h o- I 0 CONC. SLAB, SEE PLAN to , t FOR SU8-•BASE & REINF. i� 0- Lw~I .X' =4T. REHAB LJ TYP. I1.N.0.) � p i� BEND ALT. BARS �sn 7 SERE ACRS, L FOR FINISM CRtADE OR PAVING i - T ' r j = i '.�~.'T27�] Sr► , 4 I * • 24• D.C.IV SLAB OCCURS) Ljj y t , { S i �� u i _ .} •. � 14 I I I 4 H1( ( � �. I ( TYP. TYP. TYP. AI X11 = I { II.Ii �► !� -- FENCE WALL DETAIL 1 wt; I �� I 4 ( 2�2�.uw; l I !! TYP. • i !Ji FOR CAP BLK. SEF ARCH,I- z * ►f 39t1 ER } 2 8" C:IU WALL A 51 ,1,11 I�/ n 111 I 1 .r -- _- - _.-- -- -� _ I i5l* 24" O.C.� O 24' O . $4 A 32" O.C. �N) �y( 7 Q) #4 Ir L-t4 O 24" O.C. BD MUE DAM 1, t@ CONC. %M, SEE PLAN JOB p ROR SUB-HA.,E & REINF. (�� i8-441. 1 5 CONT REHAB PLOT GATE ' 3 TYP. U.N O) 4-r?-AO F=ecu. Ism dG BEIr10 ALT. BARS c ��• « WK. CURB W/ 4 ,S ---- 1 iF CUNT (11YP. U.N.O. DMWN FAY` 04 fly, Na All SEE PLAN_ 15920 SW 72nd Avenue w •�~' — • 11UP96-0089 FOUNDATION PIAL SCALE 3/326"s-V-10" 13�. wFENCE WALL DETAIL 4 i of 12 e N 9 o 0,All lir IF THIS NOTICE AI'PFA'1S CLEARER THAN THF OCT 91998 DOCUMENT,THF DOCUMENT IS OF MARGINAL QUALITY. N11C110FI1 M 111 1) �illli(ili�ili 1111111 11 Jill i ilrll(i�ilili i ilili,i�l�ill i ilillli�ilil! ili�llil�li�i �li�ili�ililili llili�llilili illllll�►llll. ,` INCN MA>K_T 1111111111111 fill if fill' nnlnn Iluhlu�nnlnmm�luumtllnniunlnmm�llullnuhnt nnllnl I�nlnn nninl!nnlmlll�llnn nnlnn lollnmm�inninuhnlillll�l In 1 r `-'•'auawl( a7.:fraeuwWuuk4.u,s e - J • •,tt ,xL,k , .. , a., ,.V .♦r,, J11Lli3ws-el.• . _m_ . ._.• s...:_tuae_.:_Winaa-f-x:� . , , • •A 1 MMMT'/-lMM - i `wwr-._r•-r- r. -r... �/ 1,i•� ROOF FRAMING NOTES:DETAiL 4o. F ,. 0 SHEET o. ROOF REAM SYMBOL *i 'C a ' GLULAM BEAM CAMBER a>! 4 1. FOR ROOF ELEVAI ON. SLOPES, WAIL. HEIGHT'S, ROOF OPENINGS, ETC.. SEE ARC WL PLANS AND i " DETAILS. 2. SEE STRUCTURAL GFNFRAL NOTES ON SHEET ST-1. 3. FOR MECHANICAL EQUIPMENT LOCATION. SIZE, OPENINGS, ETC., SEE ARCH'L AND MECH'L PLANS. R 1 2 3 4 5 6 4. SEE DIMENSION IMEN I MECH L CONDITIONS NOT SHOWN. "r ` A/c DRAWINGS, AND r III VERIFY IN FIELD. d' 5. TYP. DE AJLS NOT SHOWN, SEE SHEET ST2, ST3, ETC. 6 Waco W-00 1 m I�f'�!6 z0�'.,4NOTES16 1•. ,•� i ,,,•• I __ _ _�' i 806A.DWG � 8 TV. • _ , , � I � 58 rn�. rrp. r�DaNG ��-. � 1 �f2 ST2 ST2 ST2 I • • Hi At i,10 1, I QID ! I - i• I — __ ___._ r JOIST -SCHEDULE T a-2 .1� I J- I I �� I I -3 I MARK SIZE REMARKS r 4' t f I I I I J-1 26K (315\173) TYPICAL ROOF JOIST U.N.Q. � a �b 5mt5x.�/8 I I e J-2 24Y' (315\175) - \oN - Jk� _ -DO -'" _� - -DB --DO- ► ,. 1 -DO-- I 1 I I - i 22K (315\175) z ; 1. ALL ADDITK)NAL LOAD, MECH. EQUIPMENT, ARE ADDITIONAL TO THE ABOVE JOIST. f I 20 t -00_ t -130- ! t -0O� ! t -DO-- t - ! -DC.- ST2 DC._! �ST2 �- TYP. w a to '� `�� a d ?�� v 4 ,� L�C BELOW . __ --- - '� I` �i fi _- '�I , - . -oo- --- -- "c'�`�__. _ — _ :oo _ -=oo- -oQ- TMP o SCHEDULE a ADO--" '-DO" � . _.._. -DO- BRACE ,Ao38.dWG --"BRACE _ _ . _ _ _ I JOIST' GIRDER SCHEDULE I r •' ! t MARK SIZE REMARKS • -OOH 3t.. 9.5K t ~ j G-1 CSN 3eG8N t O.OK Q 0-3 36G7N 9.5K i Sf7 , , a + r G-4 36G6N IO.OK -- - --- i t uJ ! f I G-5 38C,5N t dAK ! ;AWNING BY ARCH. _.' t '— — -._ _ 36G6N tO.OKTYP. ---- ! Sll t __ ——— ; ) I t I r- S TV. t — r C3x13 I I I� 1 � I / F —DO— —0Q; -00— —'— 22 _. —DO— I I ST2 --DO— —DO— —Do- �j 1. ALL ADDITIONAL LOAD. MECH. EQUIPMENT, ARE ADDITIONAL TO THE ABOVE J0 T I -•DO- -DO- -DO- -DO- I (� ST52 TYP. 11 .. I C -DO-- _ -DO- -DO- 9 - I x '19 - - SCHEDULE a �.. sq TYP, ! 1903B.DW6 n � T----DO- r l i TYP 12 I 3 I 2rL ST2 f ST1 I -00- -DO- --fw- -DO- zt-rt /� 17 �-.:.�✓ -+ - 1- -DO- • -DO- —/ • .1------ -DO- ■ -DO- 16 wus? ST2-Do- -DO- �✓' -DO- -DO- TYP W • N U 't- -Do- -DQ- -oo- -Do- ROOF WELDING SCHEDULE �� 4 , Q4� I AREA SHEAR SUPPORT SIDE � � ST2 -L10- �- -DQ- 1 -OO- I 530 PLF EAFLUTE H.P. O 24" O.C. 1 ' ' v � CJ in d Q W' ) -.DO- _DO- _DO_ _DO_ ROOFING OVER RIGID INSULATION ON 1 1/fx 20GA. GALVANIZED HSH-36 DECK, �• r-- i I I I _ I f I I 1 ! B\' NERCO OR EQUAL. C < J-2 I I__ J-2 -- I J-2 1 SC 8088 DWU LE 4 < CD WWII I I ,.I� I I ! i ___ cwn JF 4 "FIN. 3T2 (DM2 2 ST2 �.J FOR FINISH, SEE ARCH'L _� ___--_ z ?,. _. 3Z -{� - OIRIDGINQ 1� METM DECK, SEF FLAN _ 1 ^ FOR SIZE & REINF. / t r r `3 K-JOIST, SEE PLANT' I FOR SIZE be LpC. � •i BID ISSUE bJ1TE N ('J L4x4x3/8 BRACE O EA. TRUSS OF 8'-C" O.C. MAX. _____ _-_ r• ® NCL Lbx5x3 6 x 1 2 LNG. 3 �� '� co / - ala--g47.�1 to s �r w/ 2-3/4 0 A.B. TO WALL CO) & 1-•.MO M.B. TO BRACE PLOT DAIS 0 C) L1340/5 W/ 3/4"0 , , 41-1-xlb s; EPDXY ,q CHOR O 1i' C.C. { pR 01 (102' kMBt�. MTC CMU) AWNING;, SEE ARCH'L DRAWN BY:SH -- er CMU LINTEL W/ 4-•#6 O 8" O.C. SHEET Tmr- r CMU WALL. SEE PLAN _.__._. _.__-- ROOF P'RAMIN6 a PLAN 10 L5x5x3/8 BETWEEN TRUSSES � * © ? �� Of W/ 1-1.0 M.Q. TO BRACE � O - � O � 1 � a~ PA.�',�y}L 6D.►UR - 2 \` ' SOA!.E �• `=-TION �� AWNING 920 SW 72nd Avenue 9 of 12 ROOF FRAMING PLAN Y ,� t.-. PUP 96 0089 Y �r IF THIS NOTICE APPEARS CLEARER THAN THE 9 im I)OCUMENT,THE DOCUMENT IS OF MARGINAL.QUALkTY. OCTW ljl1l1i1t I�I�I�I�I�I�I i 111111III;I1I I I�I�I�III�I�I�I Ilt�l�ijl�ljl I'Ijll1jl1iil1l ! ljlli;III�IjI I lIl�IIIII�I1I 1111 Jill Illy ! !�I�I�III�IlIII I Iilillllllll1 III f� 1111ll tNOM moot tx wtw► T ' IIIIII�I IIIIIIIiIIIIr1111111nIIIlIIIIIIIIIIIIIIIIIIhI1!IIIIIIIu nllhlllll!!1'1Iu111I111n1 lulhnill�Inl1 nIIIIIII Inllnlllnnhullnllhnllllnhnllnnlnmintllm!nlllnn lmllln lullllnlnnl"","'I,,,I nnllf►I mlhnl mllllll nlllun mlhnllllnluultt! Y _. ,. ,. ., ,.. ..ren. ar ,. .. .. ..... ;.. r.•r■■. rr...--..•...ai `"�'■r"• ..�....ygn.w�r4 r■qw■+ ��+ A a i + A 1 t - Y r , • r 1 �� '+• r•... to ..�-.•,� i!rll7ie"l',Id'�°1t ►. U[ 1"7lti,P`,}v�o .'1�'n �N.f a i�71• 'i,�.µ:�.,t 0 �tihY9 - �, - TTY111'•' 31 1... . 0! - J t! Y 2 1 t { ,•,r • N, -c Lf FOR FIN SEE Afbxf L N �: U BEAM %I PLAN FOR SIZE y Q COLUMN SEE PLAN FOR SIZE ('J COWstETE Sim SEE PIAN k %>c L t, t © CONCRETE FWTINW SEE PLAN ♦ SCH01 L _ CRIPPLE COI.UW SEE PLAN ~ CAP a IT,ASFNNG %. :E ARCFf L BRIDGING 5EF -, Q TRUSS JOIST, SM PLAN FOR SIZER LOC. b � SEF ~L FOR fUR1UNG z l� EL 2w �TO.K#4gkW - r' (aP CONI" BASE W/ -43 E3 • TOP r CONCRETE CURB W/ 1--+4 CONT UNO t K'� 0_1 'a >�• `�.aCG.2N)w/ • 16r O.C. (v) C a: TO.KAdCM�f OI ® CONCRQTH SIDEWALK SEE ARKS;!L FOR FIN I ® 3x ►MIIEPI F�/T 1N/ y/!!"/ A.B.13 • 32' O.C. 1 �:J St2i 2 g 2-1" Cm (Tee) I C 1 00 ® a" CMU LINTEL W/ 4-/6 (H) /1 e' U.C. / t 4-f i 0 SCREWS TW. U.N.O. C ; 1 1/4"x4"xl SGA MR, STUD • 1 e' Q.C. �,� ..:::....�......_...�.: ::•�•- .�:�.:� ::....._.,:�,:�..:_.. :.• . ... 3/ x6"x16GA MTL STUD • 1 b" D.C. , R „p 1 3/8x1''xI AGF, N!, STUD • f PP O.C. i a�tf .' 1 - /'. Q _--flsKEWEn , 3 axe'x1 aGA t3Ri10E a1 sa" D.C. w/ 4- 1 n SCFtEt11S EA END WT1_ DECK SEE PLAN FOR SIZE do DIRECTKIN r , 1 f Nr' 16GF TRACK ■ �'� `ti •4np�"� d.16'-0• '♦ --•--� __ (� 1-¢10 SMV EA SIDE EA STUDS LINO •y1 '+ �- ® 1 WA TRACK w/ 'S1/6"• A.B:S 0 32" 0,C. t ,GGA MTI. 1190 12Gk UNPUNCHED DEEP LEG MI➢_, TRACK TYP. t. y ® 4"x 12'x 1 OGA PL • 4R" O.C. ,' ,:•�f�4 _ + L5x5x3/8 BRACE W/ I'• M.B. TO ArlMF. ' ti ® 15rc5x3,Iax I Y LG. W/ 2-3/4"i A.B. IOx 5x 3/8 PL + *' EL.12'-O' - d.l2'O• ` - - - — -� _ _ �-. � 1`St+xSzl j 4 DRACE, SEE PUN FOR LAC z 60.IM60fRY ui _ 1 rAX&1/4 1 ' 1 •90rPIT ' XxiwA METAL DECK SEE ARCH'L FOR FIN 41 I 1 2 I/2'x2 I/T"xl/a CONT 1lYT HL ICL 10-0x \ � � � 1/2• THK PL � c � •.p; 901"19T _ - -- PRECAST COLUMN. 10x ax I/2 P1. W/ 3/4.11 A9. E.S. uj 0 SEE ARW L i :�a'7.�•• >Rs, a- }.-._.� � ` + t10 C6xl 3 UP TURN i ® CHANNEL FURRM i.B.J n's PRECAST COLUMN. ' AD { f SEE ARCH'L r �...i 0 2x4 • I tf' O.C. (5)2x5 • 1 d' O.C. __ I � 9E1fOND I GLASS UNC2xa� 4 SEE ARCH'L- - �''`�2x0 • 1 Ar O.C. 2 •i c ® 2x10 • 16" O.C. 1 1 0 2.12 • 1 a" O.C. + � j f 2x6 MACE • sa• D.C. w/4-16e EA END r rl �J1SS LINE. ROOF SHEATHING SEE PLAN fir' SEE ARCH'L i ( ®3/8" PLYWD W/ 8d • 6:12 z , I/2" PLYWD W/ I Od • 0:12 t ! t 21 ®2•--?x CONT PUTS TD? 2x CONT PLATE w/ 16d • 4` D.C. UNO 1I2m CONT PUTS w/ 5/8•0 &S. • 24• O.C. 9018M DATME r 2x "GAm Na 4w 9VG d.O�•11' I d 0'.p� �-'aidFT.Zt -- i r... r.1 -- 1 - 2. CW ISR W/ 3-•164 • 1 O O.C. DATE 1¢IN.P11t «. t -.-1 �•__•`_•� �" • 3, PL w e'N e LAG SMV 0 24. O.C. UNO 4•"r•►� BSMAPSON •lP IW�GCR to�CrAlr'ra + �f 9 H2.4,k EA SIDE FA 3TUD ORA*%ft 0 sT27 0 41 O.C. *WET Tr(ta j I SIM PLAN SEE PLAN I S r I C.�MOP�( a •,y �- PL.I\N 0I1N. w/ 'RXQ s A35 . 16• G.C. t)WI.NQ 05W EA SIDE. 4--164 TM. U.N.O. I r S•3 't':' 19,920 SW 72nd Avenue �—� •��r r 3 r RUP96-0089 CANOPY SECTION scAL CANOPY SECTION SCALE _ A, LEGEND � i In of 12 '/ sx ,.,,,,s„■, ..."....,".��....,....■.. / 1 .r.........r■. .�� aMw+ rr�.wrr ,■..ynr.�r..rr.�....� .....,. �.-.•r.�,•-n�.-.�..,ter...........,..-..+.�....�•�. �r..�•+ ��±#' IF THIS NOTICE APPEARS CLEARER THAN THE OCT 91998 DOCUMENT,THE DOCUMENT-IS OF MARGINAL QUALITY. N1ICROF11-N1V 1) I)I�I�I�Ijijl Illjljl�l�l�l I I�I�I�I�I�I�I•Ijf�l�l�l�l�l�i�l I�I�I�i�l`I�I i 1�1�T�1�1�1�1 I Ill�i;l�l�i�! 1 I�i�i�lli�l�l I I�l�I�i�l�lji I i�ill�l�i�lllli 1 I�I�I�I�i'I�I i�l�l�lll�l�l� 11x11 J MALI.01 a1M A IlllOtlll III!jllllllnlltlilllt!IIItIIIIIIII►t!t11!til!t!!r�!I!tl!nt141!I 11!tlttn n►tlt!llil!t,l►n!In!Iln!I!!!llt!t!1t!!!Ilnlltt!!Inn I!ltl!IIIInIll�iulnn!I11!NIn- i�milnl nlll!ut 1!!Ilu�!tntilttt nttitttl ttt!htlt nttlltN lntlntl ttnhm mlhntlnu�t�:I i i _ _ MW 1111pp J1111 i ,; .._ ....'ti. - •:: _ ':.'11� r,•"}*,+,•►y ,.'r?'. ," .i"�. '�- . .3C;!ti'" ."r r -., - ' - r rxr i. •' ...nM•a.++W*hwq•..«IArr"a< ..r«nrwr..n..w �1.7.-....1.w+.."7nrwww ,...r.rr..+..-,..•.�.•«.,N'r�'.4"'wrw"a*..rw/1�44r a....rrww •w,+rs.w."+.*.ww►+++......_--.,--r.•."r.rwvf w....r....�.wWwow... •.+r.wsu.+r. ..... .rw.--w-+�w..r.....r....w.......wM.yy...M'•�"+w'."�.".°.b.. wa�r.�+.•-._. LAP NOTES SCHEOULE •, � MIG N'" SH�tJ. ..___ � Ig IM tIM� (Ay 1s --...,.._ __ i Al? ! tP�S�C'. r).i i 0. MIS CNli�.r + ®T VA TUF�A4 ST A M1.�.A j$ AWL MATERIALS do WORKIIVANSHIP TO CONFURµ TO LATE -.�. --• --^- , _._... ..� l F. C001 1494 UNIFORM FyUILfiPNG CODE WALL ROOTridC; SAN 1YP. :tlL101E 91¢1 NPITW>L InIR Ail' ��• I. TO+.UuIUl2A.L 5TEf L Ah� Ni`,K'F1t.+1N1~01)S IRAN SHALL L"ONFQRIA l- � T, ALL Mi:_tAL DECK SFWLL. HE NANUFA171LRf.A BY "VERCf7` OR tEpTl(3N dk LOCAL CITY ORi7NNN�ICES : _ CLASS '13 , `A' AN APPRAV'� TcQUA1.. TO n.S.'f.M. 5PECIFIGA'TTIr,N /. J8. , M (2 I/1 aw) - " - A. PIPE COLUMNS SMALL CONfURM TO A.S.I.M. SPECIFICATION 4W tiA,.; 4P �24" 2 1>'" ?-iJK 2. ROW DECK AND ACCE.WRIES 51-AL K. FORMED FROM STEEL , S�fEE"-M Cif OR WW TO A,'s"Tirf A-446 OFOA A Ok BMER A-5"' "� Al -"M""-"•- ��• �,t x.• x-+•_ r--a' B. STEEL ru�E salAur c:nNFol� To ,,.r.>a. woo GRADE e ...._ _ _._.. 30' .. 7 b• U.NtJOJ�A�tCE WW*ff A5Fi-'NDA---B 3 CLASS pq UGH1WC'MMIE AAL.. j. WFIWNa SNAILI KCA�WFOI�iII r(1 M�s1/ AMUS al.f-9',d ANa BE 1 Wl COi1PLE('E SV OFFLATEST DRAWPW4iISl. D TFH ND D1 C- SHALi Y ALL DIMENSIONS ON JOB SITE +1 L�(r 01_E LAYS,:$ i �! ► �f4' A -6, }._I. (C�-WQ . EXPU'3f13 TO TFdk P MNENTLY} DONE t3tf HALL PC SPiPELATO ARC PtiWS 01 lJ�116� F.-70XX WENSKMS SNAIL BE CHIECKED AND V4-A1 k WITH �,': ..•�Zr, .1. 00 T P& CAM AND IMESJ"I Of DECK. t1TLECT1110DES Al MIEI.DS SHAL SE UNIFTjRN W SIZE AND T11RAL AND S'ITAXIL 4AL ORAWiNGS. AW DISCREPANCIES IN ti/ 4f rt-1` �' 7" !. WA N 'E."110IN IS I�,f�111RRp FOR ROOF DECK WELDING. N17TE5 0!F 0400ON8 SHALL BE BROt+GHT TO THE A'�NIlON J_lsglill 1i1'i99f.I t�_ItziiMl -- - 8. rill. METAL DECK (ITAI" ShOSIM ON tl W PLANS ,I3S1HrlE A APPEARANCE. ATiW FT1EE 4F P�pgtJ;16. PQROBITY, UFiDER_ : / -•-"•--� - _ _ 4W -6' _-, Li'l OR CJ?rHER OEFECIY• ALL BUR WIELDS SHAH BE OF THE ARCNfTEl�T WORE. C()AMiENI:N`It: WOflI( SO THAT PRG- I /r •/ �ii'AFlPY1r0 f1VFJR !`S >SUPP(NfIS. THE FIRL P' MTM. KR RfA4EDIAI_ WORK CAN BE EXECUTED. Y �i v r N`? g� 5�" _ 6-•�' y'-�_ - ISS t�ROAfiDE NfAViE1! 5 iADEQt THIS 1 2 UNLESS SPECIFICALLY RNISHT ON THESE DRAMNGS.AND INSTALL ADEQIIA SkiORMdt�. 0� 15 N(�T' AT'TAMLF.L9 �5, ADEQUATE ShIORINO G. M'EL06 SHALL K DOME Nd THE ,SIK3P OF AN .C.8.0. APPRC)N'6:D aA da• r--rr s'-? FiORICATOR UNL4S5 OTHERWISE Picir'ED ON PLANS. ALL THE Fi4D WELDING SHALL N1E PEAFORIIEU H7 UlIAL1FlE0 >rMEID£RS IL N�J�1 LAP OF OFCK OAR SLIPPOMCTS SHALL BE 2 INCHES. BRAC"'1NG, ETC. REWIRED TO DAFTLY EXECUTE A!L WORK AND � Y 1 '� -- •-- -- Y. >�CjC SHAH CIE ATTM?NEU TO SIMIPf1{i118 VIlTH (`') i2` 31iA11_ BE FULLY RESPONSIBLE FOR THE SANE. APPRCM1oE D BY IIiE BURDiNO 0F1FK IAL AND CONiTdHIX+IU.S IMS- 3. DETAILS ANL► CONDITIONS NIGH' SPE.CIFPCALlY SHOWN SHALL i I U w QIAMI+:f E R OF BVlft PEVnON BY AN APPROVED DEPUTY INSPEC.1OR 15 Wft-Ill 1 R RADMi`s dEllb i�iEJiSUNE�r � I+E 'P . I�TKIM _AIKI 7 DENY WFLM AT 4 BE CONSTRUCTED IN ACCORDANCE WITH DETAILS SHOWN FOR All LAP SPU"ES SHALL BE CLASSS 'If C. AT WE LAPS UNLE�7t� ON PLAN. AT 4. '5tRUI`TURAL STEEL NW ENCASED IN CONCRETE tic NASNVRY SIMILAR C ONDMONS AND MAdERU•I ON TFIE INSIDE OF EMR '' ClTER SOPPOM PApiA6,1 M NANO 01MC . WITH STWL BE SHOP PAINiED AS SPECIFIED. ANY ABRASION iHAL I VIATfL ��a w 2 i/R D FOA �2 OHL.Y SPLICE EXCEPT THAT l A `SPLICES 01A PtilDC>rVE LAI lel` 16"'O.C. A iNT1k7410R SUPPC7RT3 O IOC.iCHIED-UP AF-TETE ERECTION. j GLS LAYER j WN 30 FOR #3 THROUGH W1Y !iE USED WHEN ONE iNL F t� Ij�,l� '10 OF.CI(. iA1�:ED DECK 1/,C" DIA, PUi11�.f1.E WELDS AT 5. iilMHW1TQR SMALL SUC�AfT SiiOP ("2A1tTNiiS TO STRCICTL RA1 LESS OF THE TOTAL REINFORCEMIITYT 24" O.C. U.N.Q. ENGLNIEEFi FOR REVIEW PRIOR TO SIART FAijlR1CAT*N• FID- DEr1�It3N LC)/1D8 r �, is WN MAI z. '9 UN. 4 1/2 D FOR �i I ll IS SPLICED WITHIN THE REQUAE4 , 1. SkJSNIC COEFfiIC1ENi iW W t,ZONF 3 ) �" SFE sPlJ6, IN (9ET/W. If/ 1. 5w 1' -19" WAX. ___-�-_�_ .-__._.__ L1 LEIdCTh. d SiIOP DRAWINGS S1iAll BE SUEiLr1PtIED FOR AFPI'tOVAL F"RK�A RIGr►T10N akW.L CONFORM T+Q A PIS-C. 9PEC:DFICJITION. 2. WIND PRESSURE - P.S.F. :. MIT$WV ALL ATdRMEiR6 I TA B11BI LITTDNS. NO 1. D 1 LC Mlkr `1R Irl TV DECK INSTALLATION, 6. L9OL:TS SHALT CONFORM TO &STIP A-307 UNLESS OTPTRWiSE EXP. r C /1L112Wf1lS' . ' MATE31 FTC. DEPTFf 7. ALL STEEL FABRICATIONS SIiAIJ. BE DONE MV A SHOP OC- SPEED M 70 M.P.H_ � GI:7VSaET? fiY t11ti CCIVERNIINC CfTY OR GOUtYTY, TYP. FC0� REINF. T&B REINF. 0 STEPPED FTG. BAR BEND SPUCE DETAILS 3 ROOF LDAD LL aQ P.�.F ,< � 0� wAu. R �� a 25 P.S.F. s 5� 010.0wc Q at a i.oWG ..,�..._. _____._.._...�.-.,r...._ i. t;ErlEwu. LNSPdcTIQN�c: Fit USP: 3>cTuc�N 106 SHALL EMPLOY A LICENSED ENOWEF.ii OR ARC:HIrECT DRYPACK EYIR TM LCTTE1IJG'TtlRlll. L7E'SJ4N1, OR W$ I. ORYN'AC.K SliAli ef: 5.000 PSI NON-'iI�R1hiK (,�CA.It, FIVE �% PREPARATIONS ` Er F.F�S OR AI'N(TIItIF)CT TO MAKE �,� VIS';; STAR C. 1. ALL EXCAVATIONS. PREPARATION FOR SLAB ON GRADE. DEPTH OF zA�„ c -- +"u auvcuia scr�D R EQUIVALENT APPROVED. 3 G;ET I11, G� MII'H THE APiR\P?Vtrr 2. INSTALL. 9RYPACK UNDER ALL BEAM HEARING IP'i.A'fES PRIOR TO FOUiIPVGS, BACK Fill. ITC., SkN1, BE PERFORMED IN ACCOR•.. S aTr it , � � TRENCH SHALL. FRAWfiG MEMISER 15 INSTAILEI'1.. - 9PW60 Pi(iAT10k$ ARID CHAl (.*WltS DANCE WITH THE SOIL ENGINEiX S RECOMMENDATIONS. ANY D15 4' NASONt4y LPW.." (D IWK FUL WMPACT 0 VF.Ft T. • 24" O.C• 1 11RE t1r1I JEA C!R T StiAll $IJ4lMirT A STATEMENT 3. INV. DRrPA1;K O ALL COLUMN BASE F'tA'Tl': AF-fER COLUMN CREcPANGES BETWEEN THE SC?IL ENGINEER'S REPORT AND THE NOT UNDER sig _ g TRENCH PER SPECS Q" MlPrF WAIL FTG. � OMW G � � WR11 W TO TTNE••111J1(,JORVC OFFICIAL STATING LLAT THE � PI.UMfiEb; PRiOR TO FI bOi', oR RC11F PNSULATiON FOUNDATION PLANS MUST 19E BROUGHT TO INE ATTETSTION OF r E &rWOM STUD: SEE ANDD SOIL REPORT �� 2 HOOK ALL VERT. I VI9f;S HAVE j*0 'THAT ANY DF.FiCIE.Ix9ES THIS STRUCTURAL EWNEkA PRIC�fR TO tNmnNG Am ExcAVATION A11P `1, TRIM 4 NO TRENCH PARALLEL `✓ ____ REINf'. _ - .� -= ' �'2 N< HAVE BEEN I N � SO THAT PROPER REMEDIAL WORK CAN BE PERFORMED. * Al • ----- l0 iwriNG BELOW nc late 2. '91'fd.'tAl. IN IPfCTTONk.P1)EX 1.180 5'iFl:YION t701. METAL QYl3 $'fU98 g1NETAL STUD INANLJ41`AGTl1REN't; r � • 3 2- 9 MIN, VERT. !� -_01 A ATI(1N-11'�d �A NO. N®4� C�ii �Q�1�AL AR�A�V�DI g. D.C.Q ✓ pti Tti1lS UNE I U( fA, SIDE- 2-,6 FOR An 000 T E I,»• F t' L,�J'" L«. C)0- z 94 OPENG'S !0'-0" OR A. 3F�ECLAL 1fE�WORK 1. ALL METAL STUDS OR JOIST SHALL Ofr. OF THE TYPE, 'SIZE de +k.�Ei r • E1L1, cc l.S SCILID W 3 NO PtPFS S►i�� WIDER IJP TO ROOF) �� , GAGE AS SHOWN ON THE PLMiS. c I. PORTLAND cEwuF�lr sFwl. ae TYPE I OR a CaNFQRAlING TO • 3 5 ule ! U.N.O. FOR WITH THE >'VEb FOR OTHER INFO. SEE tC80 REPORT No. 4843 r• • �Di.T PE]VETT4AT2 FOOTNVO fw, A.S.T.M. SPE:CIFtCAT10N C 150. AGGREGATES ,HALL BE 1,4 SYStE]IA AND IFIC'J►TLpN3. IiIONiMN WEIGHT CONFORMING TO A.S.T.M. SPECIFICATION if SC" >)r'1i#1 8"f 2. ALL STUD JOISTS AND TRACKS 12, 14 AND 16 GAGE SHALL ' r � � 4 2- ffi MIN. • ,� B- fPECE>V: FUFtNiSN 1PL3Pt~GTION C 33 WIM PROVEN SHR►NK1GE CHARACTERISTICS OF LESS PROVIDE SLEEVES # �+ i! _"J I OItPS TSS TNR', TCW-. THE 040HEM OR BE FORMED PROM STEEL THAT CORRESPONDS TO THE �.11. FOR ALL Pro _ /� ' ARCHITECT OF • ER OES 4ATED PERSONS. TWW�C.04lI. USE SPECIAL TYPE OF CEMENT WHERE REWIRED N {) wEL VERT. �' 6 ALL DISGRfPANC1 SHNI WAX;HT TO THE 'IMMI:UTATE REJOUlR=PS � I$ A D 20 GRADE D. S A MINtIriUAi YIELD dY SOIL CONDITIONS -•-- SEE SOIL REPORT. �5 SEE NOTE 2 - ~ I `�-�� INTO r%;. • DOOR OF 50 PSi, ALL I d , - ^- WD 20 C;At�E STUDS AND ALL ,� A'PT7:31f10M STIP THE C'Otr[TT4�f04 ^^* (70RRTECT10Mi T.•1EN, GN..VA1wZir'D TRACK. �r1011i4, CLOSURES 11.*dl Ar;.'CE550ktES :t. AL1. COtMYiETE St`iAl,1 EIE DESIGNED BY APPROVED LAfiCDRATWiY, 1„1 , + Si1l�. Qli" BELOW x taPLNO TYP. 4 gym- �- 3 �-- IF UNCUI4RECTED. TQ THE PRINTED DF'SICdV ALRIit>i?PT'r ANO SHALL BE F'(�RMFI3 r'R01.{{ STTrEI rtVGT CORRESPOrV!)S T) THE AND i?Er'lGrl MIX SIiALL SUBMF! TO ARCHITECT ENGINEER FOR 4 zs SM SOLID FRI • ,s .._._ � :_ .� � -�5 •TLD 'ME BUILDING OFFICIAL-. WOLI REMENT'S OF ASTM A-444 GRADE A WITH A MINWAUM MIEW. AND OBTAIN APPROVAL PRIOR TO USil 3 r �✓ REW. TYP. """ C. THE SPECK TC T1NG�EWtfETNfERSMALL 7HE WSUBWLORK REL'4lINAL SICNE AL MAXIMUM SLUMP SHALL BE 4' U.N.O. �� tz .�• Q tz 4 Utv`TFL OARS SEE S. ALL. FP' 33,000'ONPONENTS SHALL BE CUT SQUARELY OR ON } USE M!N IMUM OF FIVE SACKS OF CEMENT' PET( CUBIC YARD. NOTES BELOW BVSTECTION WAS. T0.THc- BEST OF THE INSPECTOR'S AN FOR BRACING. TO SQWIl FIT AGAINST CONC. FOOTING CONC. FOOTING �Ot 1)MI Pd ADALL CONT ��) : 30W PSI O 2R DAY I. FOR PIPE MORE rHAN 3 -O" BELOW BOTTOM OF FTGS., idlN. IJPTTEL 8"x24' U.N.O., FILL ALL CELLS SOLID. IN CON O�NANCE WffH THE APPROVED PLANS h- �;. MFWBERS SH41.- BE HELD FIRMLY iN 3000 PSi • 25 DAY SfFP FIGS. AS PFR DETAIL 8/- NO PIPES ALLOWED IN PROVIDE SHORING AS REQUIRED BY CODE. AND SPE IONS AND THE APPLICABLE WORKMANSHIP p 1. PROPERLY FASTENED. GRADE i#i4tll : 4000 Psi • 28 DAY %3H OF THE CURRENT BUN-DIING COOS. 4 A OF SIMILAR COMPONENTS SHALL• BE ATTACHED M' SLAB ON GRADE 4000 PIU • 48 W:'' Fes, ��. REINF. AROUND OPEN GS IS IN ADOMTK»I TO STD. _ .3. NO PIPES OR DUCTS SHl BE PLACED iN STRUCTURAL. a "r 2. IF Fi G. IS PLACED PRIOR TO PLAC PIPE, PLACE PIPE WALL REINF.. GROUTED LINTEL ABOVE SHALL BE: _..,.__ E ,tea� STUD COMPONENT'S SHALL Br' DUNE BY < CONCRETE UNLESS SPEciFtCALLY nFTAtLECr. SEE ARCHIT'EC- AND CONC. BELow F10. TT7 41THw OF sOT, OF FTI:. 8`x24 MIN. LINTEL. W/2 - Fb UP TO 4'-0" OPEN#1 REI/ 9PECW� PE1b")OIC REIANiK WELDING. SCREW ATLACHMIG OR BUTTING. WIRE TYiNG OF{NSPE FRALWO COi�,PONENTS vi � . TURAL AND MECWWlCAL AftAWINGS FOR I_(X:ATIOid OF SLEEVES. AND DRYPACK THE REMAINiNG 29"x48' MIN. UNTEIy W/it _ UP TO 10'--Cr' OPENING; '�'T11AAL APf'I..L BE NJ5 SMALL ANDMOULD . FL.00R HINGES, ETC., TO BE C/ST IWO THE'3. PLACE C:ONC- FlLL. AROUND SUI BEFOR.F PWRPiNG 8"x72` MMd. LINfTEI., W/3 UP TO IS.-Cr OPENNG � -- BE POiNi111ED. PREFAr�RK'.I1T1D RMIFL$ STiALL 8E SQUARED AND � r FTG. (FULL WIDTH OF TTG.). 4 Ar FlLL Cg1!-S SOLI[! FOU. M. ABOVE ALL �� WAGED Af1�AIMST RACKING. UFTl1ilC OF PRCFASfM(.ATED PANELS 4. VIBRATION OF CONCRETE SHALL BE PERFORMED IN ACCORDANCE � 6 4. ALL PIPE S'LEF-VIES TO 9L 2" LARGER THAN PIPE. OPEll 15-•0' AND WIDER (U.N.O. ON PLANS) RAD NO Y'ES STROLL IO DOME Mr A MANNER � AS NOT TO CAUSE LOCAL WITH THE PORTLAND CEMENT ASSOCIATION SK-CIFPCATKSN. +.�._.u. DISTORTION OF ANY MEMBER. 5. BUTT WELDS OR SPUCIES SWILL BE USED AT AL_L. MUTT JOINTS S CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR TYP. PIPE INSTALLATION AT F00TIP�G EYP. BLOCK VNALL OPENING ,«►', -_ -- {��'" , IN TRACK. SPLICES IN AXIAL LOADED STUDS OR 1 E SHALL. "�� uNs SEVEN DAYS EAF a S PRONE TYP. STUD WALL CONN NOT BE PERMITTED. L WELOS SHALL BG FILLET. , alar MOIST Ctl 0104: wG 1 1 r;..la,./;�:;�; JI OP.r�WG OR SEAM. WHERE COWE:C ED TO STTRUC URAL STEEL, .'EMNG pPINy TM Q SFWJ_ NOT BE DOW ON STRA ;HT PORTIOl OF FLAP" OR 1W I ® WEB BUT ONLY AT INTERSECTION OF FLANGE AND WEB. WHERE RMWSTIMI � U L_! -7 �, � WCLDM Y7 __ STUDS ARE BURNED THROUGH BY WELDING PROVIOE SUITABLE I. REiNFnRCWG STEEL. SHALL BE DEFORMED BARS OF INTER- FIM t31XTS NO _- U� g>8• ND. Z7_7 STITCH PLATE. MEDIATE GRADE CONFORMING TO A.S.T.M. SPECIFICATION uS /� 6. WALL. STUD 8RVGW ,# 'g4AL1 BE 04STALIM till A MANNER TO A61 S GRADE 40 FOR BARS #4 AND SMALLER: ASI 5 GRADE 60 4�. GEAIT OAR V 8" L.M.U. WALL {`:�j DURO-WALL RAPID YES -._ PP;VIDE: RESISTANCE TO BOTH MINOR AXIS BENDING AND FOR BARS #5 AND LARGER. MESH REINFORCING SHOE!. BE 2 CONTROL JOWT ALL W 1 - ROTATION. 19RIDGiNG ROWS SHALL BL EQUALLY SPACED NOT TO 6X6 - WI.4 X WI.4 UNLESS SHOWN MERWISE, CONFORMINGSILICONE SEAL. BON 1 2 C;ROfIT StOUO ALL CEL1Sq�-�� --+ ._ �� y YES - TO- .% `�✓ /� l_:J SIDE AFTER REa r T. �'l \'1 WO G dtc HO►DN _, � _._.__ �._.-- _ _ _ EXCEED 4'-Cr ON CE�fTER+. 2. REPNFORCEM NT MARKED CONTINUOUS MAY BE SPLICED UY {� N OETJW. ��J 15 VERT. BAR AS SHOWN IS COMPL TED TO MATCH W '. ,,�. !2 TITS 6N 8" O.C. TYP. MORTAR JOW LAPPING 30 BARD 24 INS IN IMMUM_LA 46 BAR DIAMETERS ` \ d�E11fiAl. F()41Q�DATIION N1:7'fE8 IN MASONRY WITH A 24 INCH MINYMUM LAP EACH CAGE. VERT WAIL. DOWELS SEE ARCM L DWG. I 1. ATTACH QNF COPY OF SCXL RF_POW TO THE APPROVE SET. 3. MIN I11P OF 'WELDED WIRE FABRIC SHALL RE s" OR ONE SEE PLAN Q EVEI?'Y LATHER HOR. $TEFL JOIST AND JO1i8T QTR Wk REPORT SHALL 't` PART OF THIS NOTES. FULL MEiFiC WHICHEVER IS GREATER. Q I BOND BEAM REBARS •�,•, PRION TO THE POLIM.NG OF CONCRETE. THE SOIL ENGINEER 4. DOWELS FROM FOOTiNGS SHALL RE Of THE SAME SIZE_ AND ••� µ„y SMALL INSPECT AND APPFtONE TF1! FOOTING EXCAVATIONS. HE SPACING AS VERTICAL- WALLS AND COLUMN'S REINFORCEMENT, TO t9E CONT. THROUGH '"1„ 1. ALL JOISTS' MID JOIST GIRDER'S SHALL BE DESIGNED. FABRICATED, e�� POST A NOTICE ON THE JOU SITE FOR THE BUILDING UNLESS NOTED OTHERWISE ON PUNS. --` +�---___-_ � CONTROL. .i�OENT WELM AMD ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF SPACER rf l�J Z- VER?. BIERS THE STANDARD SPECIFICATIOI•�PS" OF THE S"TML JOIST M�ISMUTE. (SJ!) INSPECTOR THAT THE NIGRAL Sl') INSPECTED 11E7� THE CONDI- 5 AS RE�UIRED TO S�ECUREP,Y HOLD STT:FI�tN�PLACEKS, ETC., y 2 JOIST SIZES 1NOtCJC'T?D On P!. ACLU TIONS OF THE REPORT. A WRITTEN CERTIFICATION TO THIS -�� • SIDE SINS ARE W41MUMS. JOIST VANUF RER 6. REINFORCING BARS CANFI'IIQMING TO ASTM A706 SHALL BE j CRQIJTEID CELL 9NW.L DESIGN AM T CALCULATIONS BY A REGISTERED ENGINEER UTECT SHALL BE FILM WITH THE BIIKIIIN�1G DEPARTMENT USED FOR RE-BARS REQUIR''.w WELDING. 1 UPON COMPLETION OF THE WOPXS. THIS iNSPECTION DOES , .�' FOR ALL JOHSTS. EXCEPT PARALLEL CP:ORO JOISTS WiTH llNgfbAhl LOADS .� WAIVE THE REt�LNRE I WSPEC'rION BY THE BUILDING :NS-- i.3 AND CONTINUOUSLY SUPPOMD COMPRESSION CHORDS PER SJI STD. ';. LOAD TA[iIFS. PEC.`Tt3R. �i n - 1 3. ALL JOIST SHALL. BE OtESiGNE FOR AN ADDITIONAL LOAD OF !.o KIP 2. SOIL REP'OR'T 13Y' GEO`rECHNICAI_ ENGINEERING SERVIC .S AT ANY TOP CHORD PANEL POINT. REPORT NO.: 2975--001-P36 ii�S�Y .� 4. J015T MANUFACTURER SIiAlL. DESIGN A,i:o SLIHI CALCULATIONS BY A DATED: SEI°"E:.'QfR 23, 1993 I. CONCRETE BLOCKS UtifTS SHALL 8F GRADE "N-E" CONFORMING '� I rr r, RE ED EN(TUE�R FOR ALL ,IONST Je4RDA . TO THE A.S.T.M. SPECIFICATION C 90 FOR LOAD BEARING l� u , _ JUIKTS • DIST. EQ. TO WALL HF.ICTH xl.5 OR MEDIUM WEIGHT UNITS. Fm+1500 PSI. CONTINUOUS IN'SPEC- � �> 41Y-0" * O.C. MAX.. EXTEND FROM TDP OF FOOTING a CALCULATIONS SHAH INCLUDE D�tEC�liOM AND CAMBER REQiJIRE.MENt 3, SUEZ 14lISKlVAL A<><I RECONPAC"rY?N SHALL BE D'JNE PER 50tL TO TOP OF WALLPER � TION IS REQUIRED. TYPE OF THE AND ECT RATING 0 b. OPkS� CALCULATIONS SwGW INC.I.UErC DRAG; OVRD FORCES AND SIGN A INSMMEM7ATIQNS UNOFJ' SOIL E1YliM'EER S St1PERVl- OF WALLS O BE HALLCHOSEN R THE CED. �}j ,� SEE ARCIi'L DCTERIOR ELEVATION NO CONTROL JOI�f-f SKI AND MSPEG'TIGN. 2. BRICK Wh.'iONR'" SW1I.L. 13[ Rf..tNFORCED. GROUTED WITH t�F:DDE 1TQIF. ALL. SUPE RNPOSM LOADS FOR FRAMING SUPPORTED EQUIPMENTS. 4. TYPE OF FOOTING ---- '��(p?'.,�W, SPREAD F'OonNIG SYSTEM. # ^ i EXTEND WAL, HORIZONTAL I�11 l• Wrr C►fORD FI MIN. TO BE NINE NU0UpI VMFY SDE. WWW AND LAL'"M OF EQUiP6tiET•i! WITH ARCH'L. MINIMUM STRESS. y 1 RONFORCE ANT THRU PIER A 8 C MECWWiNCAI. PLCO ASIC ESL DRAMTW1fR3. MIMIMUM EMBEDMENT : E 8" BELOW LOWEST ADJACENT NATURAL MI UNIT CONFORMING 70 A.S.T.M. C 82 AND 2.500 P51 o p GROUND OR COMPACTED PIU-. 3. AGGREGATE FOR MORTAR SHAD CONFORM TO .A S.T.M. C 14-4. -----�----- c AN10AEL��CIHK�ANW Y. BUTSt A AS AL NOT' 4. MORTAR SHALL ! TYPE S CONSISTING OF P PART PORTLAtdD �� I�. �' i ' EXPANSION AELTEI9 DIS Of JOISTS AND JOIST Gam. DESIGN SOIL PRESSURE: C{D1AE11T, I/4 PART LIME PUTTY, AND N0 MORE THAN 3 TiEuES BC;.i'`►. WAU. REINF 0 CORNER WALL PIER Pi"„AN EXPANSION JOiW S. CAMBER AW PER RECOMMENI ATMN By STEEL JOIS"t INSTITUTE IN t�'"�FTG. ?I � THE VOLUME OF CEMENT ANDP,Ni�t U CEMENrT 3 PARTS � I25.DWG 1 It G ilw, 0.:.2•Dw NIO CJ15E EI{E TED'S THAN THE DEFLECTiON DUE TO DEAD LOAD l�CIFiED b GROUT SHALL CON515T rOF^ IN ARCHRECTURAL DFRAWMIGS, SAND, AND NOT M(Xl♦_ . PART LIME PERMIT'T'ED- FOR GROUT 6. CONTRACTORS SHALL SUBMIT %`00P DMS, WITH DESIGN CALCULATIONS '.5. `SLAB BASE AND CO1APACnON TO BE IN AC'C'ORDANCE WITH SPACES OF 4 INCHES � MI..'F iN BOTIi HORIZONTAL Dirl SEALED ILLY A REGISTERED ENGINEER FOR REVIEW PRIOR TO MANUFACTURE. SPI! RE'T'ORT. TIONS, ADD 2 PARTS PEA GRAVE, GROUT SHAH OBTAIN _ 3 - 1� SHOP DfiANA M AND CALCULATIONS SHALL 04QANX DETAILS OF ANY 8. �olt All DEMF�eS1T}N5, 1-URBS. SLAB CIEPRESSIONS, STOP. 2,0C?0 P S.I. MINIMUM AT 28 DAYS. r'°"bMD£ TESTS IF RE- COUIMN t3,A5E ANCHOR cIOLT' ....,. OPTIONAL' FIIELD 5PLM, AND IF HIS,H STRENCTI'!�9MT5 OR FULL FLOOR DRNNIS. SINKS, TRENCHES. UNDERFLOOR DUCTS AND QUIREU BY rjLi1LDING OFFICIALS. � 'OOONC.'Blii., WALL � FLOOR SLAB JOINT 1 SLAB, SEE PLAN P�RgTION MG Un ARE tJ[ILE7.ET). CONTRACTOR SHALL RETAIN AN CONDUITS, SEE MCI•MCil1RAL. MECHANICAL, PCYRK.ERA- TEn OTHERWISE. 6. GROUT ALL CELL.. SOLID. TYPICJII. UNLESS r._ ` • S� W/ I AS REQUIRED, SEE PIAN 707x1 b I 14"x I' 4-_3_4" Ola - '« 11'N&VOEW IMM LASIOP'ATORY TO CERTIFY COMPLIANCE WiTH RISC TION, AIR wONDITIONING. PLUMNNG & EILCTRICAL DRAW- KIT 4 x " 2 5/�/Ix 1' -4•: U0►4G `"', "'-"� AND AWS £C: VELY. MKS. TRENCH BACKFILL AS PER SOIL REPORT REOUIRE • GROUT UFT SHALL 8E THICKNESS TO 6'-G WITHOUT LEN BL r TION BLDCKOUT`_ THE THICKNESS OF GROUT BETWEEN BLOCK j • 32• 0 CI F} 0 All-0- COL ERECTION SQ. POUR exftx 0 i 2"x 12"z 11 4 4--3 4" DPA. .SMOOTH DOWEL (A � � u 7. PWADE AilGWNG AS RtrQlJM W Sill JOIST EN5'TITVTE. WHEEZE MENTS. AND REINFORCING S1T11 SHALL NOT BE LESS THAPI 1/Y AND U.N.O. 5x8x3 p 12"x 12"x 4" 4-3 4" DIA 24" (l.C., WRAP ' - tt OROW L4RIr) W1 1� WITH MECHAIll INSTALLATIONS, REMOVE 7. BOTTOM CIF A COLUON RIOTING WfTHIN A DISTANCE EQUAL BETWEEN! PARALLEL LIARS NOT LESS THAN 3/4-. -----� `:i BASE t dSEF PLAN) OR GREASE ( ,E' END. TIM CRESS BL MMt fCiTAL DEAL) LtaAtS IS APPLIED M10 REPLACE To TRENCH FROM THC IREN'.H MUST BE AT THE SA1�fE ELEYA- 7. IF WORK IS STOPPED FOR ONE HOUR OR LONGER. PRr►MOE A Lel" TO MATCH W/4-3/4# A-B. �W12x40 16"x 16"x I 4-3 4 i)IA MMM HOR12tJ1� .M. NOMES 2"x2"WI I,T' AT TW • BOTTOM CHORDS. TION AS BOTTOM OF rRE", . PROVIDE 18" X 1 y" CONCRETE HORIZOWTAL CONSTRUCTION JOINT BY STOPPIW, THE GROl VW. REIAIF. (48d LAP) 3 ON 1 1/T DRYPACK � SAWCUT OR P(AST1C JOINT CONTROL JQiN !l W MECidIVItIC�.. QED OR OTHER EXyIXP. (SHALL BE SIJSPOCEU PEDESTAL, POUR WITH FOOTING" 4--#6 VERTICAL BARS WITH ! 1/2" BELOW THE TOP OF THE Brl_CCK. U-%O. -- - SEE SPECS. (SLAB SHALL, OA FROM ANY JOIST TiRDG144C.. 910411 VG OR METAL ROOF DENA, U.NH,O T" ` __� /g BAR TYP. � BE Si11Ar.XJ' OR CONTROL �3 7Tt3 AT t: O.C.oC3 -- 3 TIES AT 3' O.C..AT TOP. _ 2 A. NO (AAPS SWA1 BE SUSPENM FROM THE TiMM JOIST OR JOIST 8Rt � 8. PR�DE 2- VERTICAL. BARS AT ALL ENDS. CORNERS, JAMBS a 2-#4 Fi0t41Z. C;ON1T'. 8 _ -L1 5 CONC. SLAB do BASE .IDENTS AFTER *INITIAL i• !dR �QRM W TOM CSiORD EXCEPT AT THE PAI41 . NO WADS ( 8, RIDGE COKTIN►VOUS FOOTING CPRIIEPt TRET4I.'H WITH 4 x AND INTERSECTIONS OF ALL 11ASC1Nff'r WALLS UNLESS NOT1D OR 4 Q CONCRETE HARDCN1ING) MAY BE SUSPENDE(.i FROM STE7l JOIST PAtOGWG MEM RS. I6'VERIFY LONG CONDITIONS AT B}7101A. CENTER BARS ON TRENCH. SLONT OTHERWISE. I r i A 24 O.C. SEE FON. PLAN TYP. ._�. -. VERIFY NT CUN�IIffT1LOS IN f7ElD. �/ J � NIEl.40N STUD 601.7 TO ------� 9. CONTRACTOR S►iAl1 ADEQUATELY AND RIGIDLY BRACE ALL MA- f13R eX3NC. SLAMS FtfiNIF. GOWN. WOOD STUDS OLT 9. ALL PIMIiEAS IN CLOSE PRDXIAATTY TO THE STRUCTURE SONRY WALLS UNTIL ROOF STRUCTURE IS COMPLETELY ERECTED. 2 RI ! SEE i°1�41d -- -- l 1 PREVENT SATURATION OF UNDER FOUNDATION. R TO ..w.-•--•-.-- ^ �-- SEE ARCM L PLAN /�.' +8 Ty) 17 !•HOURS AFTER L«i.e EMIT. REGAR SEE SCHEDULE }_ .. . `7 STEEL COL. SEE FDN ! U.N•o• ?,�` PV+C NG OF OONC RETE 1 D. USE STEPPED FOOTING DETAIL AS REWIRED. SEE r.Rl1D1NG /^t x PLAN. 0 � 4 � PLAIN FOR SIZE LAC I' LTJ txEltiQ DLI'. BARS i ,Sb r'-rr _- r-�r _ 1_ I ---� Z z .. fLR. IIES • 24" O.C. , �- 6 z CONS1RUU10N ,JOINT ` W X1..1 FOR FUTURE iNAL K ---- /pD Olt SEAS- SEE PLAN k WHERE OCCURS N r _ FOR PEC AND 01� SEE FOUNDATION PLAN dT SPACE ALL JOINTS • 25'-0"t O.C. MAX. L.J ��yyy�--- S M' PRI AM JOINT ARCH L.ILLER • 15'-0" O.C. MAX. � 5� P N "'0 MASONRY WALL AT FOOTING 114 4 FLOOR SLAB JOINTS 4 Q WALL wc, �' I,Loi.nwG z ti 1� 6RCNCONSC. Q.X. W/W l:J t-/4 CONT. - p^- 6 2 • 24" O C. (� �. FACE - Oar- Ptm FOR StAt9 - - "" -" �4 • 48" O.C. (M) �____ _____._ �J -- --'4 DOWEL "1'0 MATCH r` � DOCK RAMP - r @III 1881ir DATE VERT. RETIfi1~'. (48d LAP) 2 �u . --�` -`_- 3 l'1 5DE TN k Si:EF�fL.oC., T_ 1 I (1- ~ .�r. 2- H9 RIZ. CONT. S T _ 3 16 4 DFPRESSION • 24" O.C. 4 4� - 5 12" WIDE • E?JD CIF MS- 4 y . /�+� 7 - LOADING RAMP PLOT DATE FOM! COW, SLAB REINF. it ASF.. SEE PIAN 3 C6) FORAD1NO . SE CA� _ REBMR &;;kCI�AiJI.EQS? 9CA1F- a V' . ._ PtJaT U N{!.) -•. .__ _« [SSEE ARCH'L PLM! -- - i DRA.VMN BY SH _ C1FM $a M _i' I 4 { wr�OCCtN -- -- _-- - COVE ._ w.-- �_ �" DE'i'AIL.E? Na e~J SEE FEIN. PLAN - - UR SI L Jc EJtP 'd-F- ' T�i11 ` 1-• STI SLAB OEPRES�ION r I6920 SW 72nd Avenue 1 11 II r�i 1�If, EE t'l1W_ 11 nlla MASONRY VIfALL PIER FOOTING PIPE COLUiuly FOOTING SLAB EDGE & DEPRESSiON 5 w 210 .-,•SF .•wbiai+Iwi��1�Mi•ir"�Olyd�Si'�.Aa.ia � sI_ •'iu .x.". IN IF'PHIS NOTICE APPEARS( LF'.ARER THAN THE. OCT 91998 FAIR 11MENT,THF.DO UMENT IS OF MARGINAL QUALITY. N11CROF11,n11' D (llijijiilli�lll�lll�ljl�ll! i !lllill�lilli ! !1!1!i!�!1!1!l! tllili�jilli! i 11T1Tll1Iil1! 1111111111111 1111111111111 ! ill Jill 111fi! lllllllllllitl a ilill�Iliilil ll�lill�l�l�lj 1 INN MAOI NI Molik ' Ii1111111Ullllllillllllllltll�ll�llllhnllnnlLAllnt�Hl unpin Iniinl�IllllnP iutllnlbllihln Inlhlll nEII1n111nlhlil Inllnt!lullilu InllnnlnPi�lnlllinlnn nlPllnl InIInEi tIHIIPtIf IiIIhnE Eui�IrtE Enihnl!PIPlnnlnnhtn111nInEElllnlltlTll,P ! i _;.. .. r • j. i. N� P . w.er.r - f, t . r __._- METAL DECK Wf -I.:i 1/2x I I ,2'x 3/46" • ZNC. _. \. IYP. AS SHOWN �( FILL MILOtt O% IA" D111 Q SIZE0 '.5 '1r' BLIi I ` T C,I L 4x4x1/4 CONT. ON 2-7/8" _ 51't1+D�5 •� 1 »E' F9il,MiINGPLA11 IiDE�', NO'1'10EABLY M r•" rp�• (� � Axl Oxl/2 PL W STUDS � � _-- Wei C. . 1 x'3" LG. WELDED - i 1 WTD riLDGI(ItJG 11NiTS oy I G �tP T13 I.EVT?4 !�. � V`*,t' �'� . t I - � II` ; I • 3T" O.C. j (1 MtAI, I;r F*OM Ell cm) METAL t>ECK, S►ElE P1�1P) l 1 ^' ( 1 - ---._ � L,6. WEl.fs a FC>At 1 RUSti CIRDEJd 51T,E �„ s ENQt+GE TGR (�9�PUODLE '0 C)WrrON PUNCH '� ! �. I mk rAL DECK, SEE PLM! r ,2 O Pf - j , T"ibsi 3 Dk"tWE0N � pRAMIiNG PLAN .� / � � 1!'tNF.�! L>�i , , ( I �J _ , / r CIL FLUTE~ 1 F- 1 1/7' LQ. WRD `' ' p CJ FOR JOIST WE -- ® AWIETAI UEC`Ic, SEI PLAN dAk 1/4" •" •,""' MU ETJ(A", INNER r- �' I I I l i 'l SEE FRAMING PLAN +� iST�I1I M r ,.,...,�,,,.�..�._. LE.G AND MIAAIE � I i I ! 1t315T ;REE fuss" lop �°'� Fri � W/ 2-7�8" DIA. x 10" LG. • C� 5x i dx 4 TNK. PL Piles FOR I • 190i`Tc)Iri , -,,- I I f `•✓ �"' .r h � 11 WELD STUD BELOW ►' 1 ► 4 E.S. on t IbC. I � r �� 1 __� . / �+ Tri 14" 4 uC wa.D ��:uP SEAM WELD -' l_ 1i _ d� a Ir CMLI WALL F'WW PANEL POINT � I 4�P1 �/ �EtD Wpgwuwt. �}f�. � l`J � � � CONT. CHORD W. . ANON, :nom AtWL r ,- - ........ .,... . ... tie. r+o j jTK olt �/w III ( � j NGL ®PENING �p Opp QR OPEN'GS SEE PLAN j ►... M ._,_-. i -- (�0 1MA.�!#R I jam\.../ (3...f5 U.NA.) �'/ � - --•- - -_ U6ED f�, I, rl E$ sm.t BE PLACED ON TOP Of DECK. FILLET WELD ONE. LEG OF ANGLE � GROUT POCNE.. SOLID / / i �1 isrs � •' 90TH SIDES TO METAL DECK • 12' O.C., AND AW I BCA_ CLOSURE � AFTER JOIST PLACEMENT f d 5 CONT_ 2• SINW.,E GPEN3Hl:� NOT C1,T11NG WFC�S REC?tI1RE NO ANGLES. � J r 3 NOASTRJW Of MM THAN �OPEN�INGS INA STRING DECK OCCURS. THERE SHALL 9E `' OR SM AKK L� i�il)E SEAN WF3JDIF 3x CONT. TOP n \ 3 4_ A SiJ�Y1:0 HOLE NOT ED=EDING :B' IN LF_NGTH AND NOT CUTTING A Witte S ^ 4NO ANGLES. 5, UR GROUP OF OPENIN" EXCUUWNG 14•' OR Clic IING 3 WEBS RECIUItNZ. C3 ` wEW TO WEP&T 1C) p,�, FA iTtrdlN�G SE�CONIW►RY BEAM REINFORCEMENT. . #: GIRDER . COL. CONN. EYP. METAL DECK WELDING TYP. METAL DECK ROOF OPEN` G JOIST TUC C.M.U. WALL r TRUSS G RDE TO 511. omowc _ o a3.Om . 4 6M.DWG .... ..,. _ .. - r' ' . I - - - L 4x!/4 -- --- 'X-.. I I 1O / (.fJNI. ON I L 4x4xt 4 CONT. ON II - •i 4x10x1 2 P W/ 2-7/8" OLk a B 4xIOx1 2 PL W,/ 2-7/8' DIl9 xS L.G. WEl1>ED STUDS ..-.._� • CJ I,/E"TALL DLCK � i% x5" LG. W1AEL.DI) sTUDs /•T!t3' • 32" O.C. CD ruETAL DECK. SEE i'LpN tki a�LAN • 32" D.C. r- ---- 1 C� METAL ROOF, SEE PLAN /, ---- _ / s oil 0 FOO J015T SIZE 9 CJ 4x 7.25x 8" LNG, METAL DECK, SEE PLAN / r3, FOR J061 SITE SEE F1lAM►NG PLAN f;a SIDE OF EN I. w/ /i _ / '� `J a• �' �T 1�U�1 . I I' 3 ax 24x I 1/8 THK. Pl. �1 Z SEE FRAMING PLAN ,, , Eq��h��L�// ,�� l✓ © g TRUSS GIRDER, 2� yhtl�l' `1 I U x 9 -Cr LNG. W/ 2-7/A' DIA. x 12" LG. �% . - O a 11OR¢. BRIDGING TAB S£E FRr�NNG PLAN \\� 1 �I [TAR (4 r(STAN) / I j �_ } ^ ` WCLD STUD BELOW -_ . f __. (4� d1cBx I[-4.0 C� .,Tl. C()l._ SEE PLAN l �_ fwd, C� ,IUfST GNIDCR, SEE PLAN ` ' j 3/4 A.B.310 WI/1il — __ % SIABII i° MR SIZE • LOC. + - ' - -� _ FOFi SI,'_F Ac LOC. \ C .b/B'"BEAR:NG It `( BxBx _/,4 STABILIZER It f 9" CMU WALL -- - . ' r a '`6 • d.k / i ':! STD. PIPE COL i ORYPALK ��SEE PLAN FORt 0 (�} / C:J is CONT. I �r SIZE LOC I i a 15" CMtU WAIL W/ / �/ I `' 2-3/4`f A.S. d" O.C. � 3 (33x TOP CONT. y � 150 1 O.C. 41 ` 1 i AI'-_._ -X -. -_ ^. _ C� I. I TIHL PLr�• )Y.' O.C. MH - -- ^---�_� y 11" CMU WAIL � OR SEI: ARC14 L - - 13!4" DIA ® W r4 CONT. TOP W/ �� 1 ` 9 CONT. CHORD BARS, _� 4 9 (3-J5 UI.N.0)ORD BAR e '3 o 4""$ A.B. • 24 O.C. �j/ // O3 SEE PIAW �- (345 U•N•C.) C7)--- / BRIt)GiNG L I 3 4x 13 4x 18 I Q .; �--� L'J-- JOTS-P SPAN GROUT POCKET SOLID MIN. _ - rr •� ,'�� 4 --1 ---- - � S -- - 2 S -_•_' �` _ _!,"i AFTF.3�1 GIRDER 1'lACE6aENT ,/ --•' PER a-•or To 2a' �I f 1T . /� i Q-- I o i-�s carr. _ Y 2d-I ro 35-Cr 2 I! 3x CONT. TOP - h o , .-----0 OR SEE ARCH'L ' \ �5 35--I' TO 49-0` 3 � 501 d 1 -----� • MOSPAN BRI.`�UING 9-04L 8E D1AGQWi BRIDG W. w% OXTO CONNECTIONS AT C14ORDS ARID INTEIMECT10N H` -� Nff ETAIL JOIST TO STL COL. CONN. STL. BM TO GMU CONN. 1 � TRUSS GIRDER TO C.M.U. � SECTION AT BRIDGING � 5 V1 . RoO - TOP u D 2 2 179r�kt 4B13.DWc ._.,.._._. NALD•(" „_•, 21111. d�01 J7MIC 6404.owG . . r47 ° *, i----COL. F'./11'IGF OW _ l- -- t 1/2" TAB It TO � BEAM WED T f COL � lJ ROOFING SEE ARCH'L --- -- •, a •• - : \ FLGS (DSIEIE)- BEAM O TOP OF MASONRY -- lO METAL DECK. SEE PLAN I SE-E WAN {I� �'.! ,'SEEED'JLE ♦ , " \ CJ P)LAS•TER REINF. �\ � C� AFETAL DECK: SEE PLAN � � --- FFRAMIIiO PLAN I OP SI __. OF NMADTO SO RY __T ► O FOR JOIST SIZE �r CONNECTION It I f _ �- 4 r-� SEE FRAMING PLAN I C3�lS HEARING I C TRUSS GIROEFi I i -.-- -- xBk •I F ;� O �• L 2 i/2x 2 _I[2x I[4" " S✓EE PLAN • C?J 8" CMU WALL 1 - ��- WE10 BRhCE 1.0 - 4-3/4 M.B. \" 4 BLK. WALL A `► S� L 4x4x1�4 CONT. ON �. t ORTYP. MPD JOIST i STL COL. Sa PLAN f O _ �\• ` 4x1 OxI/` PL W/ 7/8" DIA. / COL W1 9 GIRDER BOTT. CHORD FOR SIZE O LAC. I i PNAM4 REINF. ► x$ LG. WELDED STUDS 'Tw) • &MD SPAN � " 1 FLOUR ROOF RE1W4FtK5 JOIST {iiROER. - 0 3lf BEARING W Mali c'= BMW, TO BEARING � � • �• - 1 � O 32" O.C. � . :.. 5k1,4 SHEAR It 32E FRAMING F'P1A4ilPJG FOR IOCATI'ON xBAI. FLG. W ____111_ / OF TRUSS GIRDER -� 3 - - e 1 d' 2- 4'A 2- 4"• SEE FRAMING PLAN 2-3/4"0 M.B. * © �5 CONT. =_ p' 1O i8ii LESS t/•� �/ 3/ 3I I „ b 7 3x CONT. TOP t ---� " *' - wiz, r►n� 1/4" /IB° 3--7/ens 3-7/e"9 Q FOR TRUSS ORDER i \ ` oR SEE ARcKL SEE FINNING PLAN _ "f at/16 . 3/!T" I/4" 4-7/6"11 4-7/11'M 4 - OTM�� ► L C� CONT. CHORD li4R - 3 SEE PLAN } — / I I 4 - 4 l°J aria s/e'' t f 4" s-�/�"s s-,/er* ! �- - (3-�s U.N.O.) _.. ..... / _.� Y I � -� w2f 3/ir 1/4" B-7/t!"1� a-7/a"7! o �� s :C� r W24 3!g' 1/4" 7-7/8'• 7-7/6",f I , 1107, XK _ 40 JIL {� - - - (/A�� OB �...1 +---'-� _--__---°'�"----•-i � lam- Tt 3/6" I/4" 9-1`0 A-I'♦ i 00 TRUSS GIRDER AT WALL PIER METAL DECK TO C.M.U. 3 � m TYPICAL .TED CONN. JOIST TO GIRDER CONN. '� TYP. BM. TO d S L. GOC. CONN. 1'� d4W.� � 6409.DWG - - w 2 3 Wf303,pWG (DSEE PLAN FOR METAL DECK - �,x •F. ROOF SHEATHING. LINE Lr OI METAL DECK, SEE PV,N WELD TO FRAME Of O / vtT1[T..AIRiI�I-1/Ai_I,T1xf. O ROOFING SEE ARCH'L • "" FOR JOIST SEE 4 (J CONY, c wm sum • er-a" O.C. PREFABRICATED CURB -�-�; �-- ® METAL DECK. SEE PLAN � r SEE PLAN FOR No. AND SIZE'S � FRAMING F'I.AN �'' - A . ,/ 3 FOR JOIST 512E5 -.. I I C� L 4x4xi 4 CONT. ON T r I ? r Y M. _ _ O SEE PLAN 1 4x1 0x1/2 PL W/ 2-7/8" DU. .r. 4 (DFOR TRUSS GIRDER f OF SEE FTiAAAiNC ALAN j=M _ — /; _ _ x5" LG. WELDED STUDS — STRL?i:TURE A1S11- '-4 1' ClR SPACE 3 PROMOE 5 BURGLAfi _ --- - EARS O 6" O.C. F.W. O 32" O.C. �� / �"- ------j �` WELD TO FRAME s • • • 4 8" CMU WALL \ 4 4 DCI AT ALL INTERSECTIONS " � CONT. CHORD BAR _ - 1 STA[TtiER ) - - I CJ L ardat3/8 FRAME 4 ._ � l`J SEE PLAN � - I � WHEN PALE _1 (, ��f �� - _ _ - �` BEYOND) �• 1 i AGA► CONT. � i 3 - JOIST I Q 6 13-f 5 U.NO.) IA'EI,+�i 1fl/uL^K { °} l OF C• � O \ GC A' STUD ��/' MOIF CURB I I %7 3x CONT. TOP t I..1.� �' � � _ - .___1__ � W (9EE AIOCH. OR SEE AkGH'L - - ----- '�4.� 1 Ih O.C.Ot~. U.N.O. _ 2 �_.�.. _ (3 � • PLAN FOR SIZE ® ROOT' TOP UNIT n _ �, a ' ARCH L FOR FINISH _ I — - - L i (SEE MECH.) 1�4*l + ' , w1K ...._--.0 — _ - 17!' A'+"' L, 1 TIS, ;Z.FOR WE • - - GEII11Ki-. �)t � T4#IA W1MI4Ars I/rr i-- TOR M MAKE CERTAIN THAT ROOF TOP LIMIT �• - - - - IS PLACED ON JOISTS DESIGNATED FOR SUPPORTING HVAC •, `` Q DIA. �j = � • 'TFx' - 3 } • 06 *- TVJ I CH RD BAR PLACEMENT ROOF OPENING AT AIC UNIT METAL DECK TO C.M.U. 4 ,RA►TIz�N JOIST TO GIRDER CONN. '� 0 1 4 ItFPOitT 840!!DWG �. M '� 83D4.Dwca oa.owc dea.Dwa l'J 11AM► 111'NWI�FIEO / y 5 _1r ow Lam b, 4 ^ BM. OR TRUSS SUPPORT �'' Tit1IR:1( T111°. 6 I ` �! SEE pl/IN FOR - — ---- - - -- - (MAX. N-0' O.C.) - - 7 ,' 06 © STEEL COL. I �L?• (D 16* DECK AS REAUIREI7� OPEINING SIZE ...._ co SETLAN P PLATE 1 1 12GA PUNLEG CHED .....-..`«- �1 C� L 3x4x1/4x 0'-'3" _SEE PLAN �, `✓ i 9 t O SLAT IN TS COL M, TYP. (LLV) •/ Y %