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14200 SW BARROWS ROAD-3 SHEET INDEX REVISIONS PLAN REVIEW SHEET - --- - DESCRIPTION - - -_-- SHEET --------- ---- DESCRIPTION ----- -_J T5 TITLE SHMr F1 S 0 N S _ - - UNDER SEPARATE PERMIT LANDSCAPE_-- _UNDER SEPARATE PERMIT_ --- - -- , ARGHITEGTURAL. s+uSITE AID SHOP I1uwING-FLOOR AI.1 SWIF OUILDIN6_1mmL GTw CEILING -- 1 AI2 - SHOP BUILDING-96ii PLAN A2D MAD A-PLOOR PLMi -- -- - z = �". 09 A2.1 _ PAD A-ROOF PLAN 4 Rt5 TIV CV00 PLAN 4 O� A5.0- PAD 5-riDOR FP-NN - ---- -- --•- -- N-- z O A5.1-- PAD D-ROOF PLAIN 4 REtWTeD CEILING, A4.0 SHOP&JILDING 5Jt'1/ATIONS 'W A4.1 PAD A / PAD B 15"An018 ----- -- - J O LL __ LL � g M.0 DISABL®ACCESS 0"N55 �5 _-_----------_---- - � � CO A6.1 MTAILS �p A6.2= DETAILS ----- -- ..----- --- - - � -.' _ ? N - 0 U, SHOP & PAD BUILDINGS A62 DETAIL5 m -- �� -- _ -- STRUCTURALT CLI SOUTHEACST CORNER of SID11111tAL NOM 5. S'L S QD SHOP BUILDING- FpJlDAnON PLAN 9Q. _ SHOP BIJI�DING-ROOF FRAMNG PLNV SCHOLLS FERRY AND WALN TRoD A I � SHOP dJIlDIN16-STRLJG,IJIIW.G'ETAIL5 u D PAD A-FOUNDATION ry TIGARD 0 N 55.1- _ PAD A-ROOF FRAMING PLAN G O 54D PAD D-FAJNCAnoN PL/W f - -- 54.1 PAD B-ROOF FRM4ING 513D-- --911LDINLS SEGnars "--------- - -- -- ''� ,t- MEGHANIGAL/ELEGTRIGAL/PLUMBIN6 --- _ DESIGN BUILD �r PROJECT FOR: ' GENERAL. NOTES a O FIC I. CONTRACTOR SHALL VISIT THE SITE, FAMILIARIZE HII'MELN■ WITH 16. PROVIDE CERTIPCATION OF FOOTING,LOCATION. M PACI EXISTING CONDITIONS AND REVIEW AND UH:MRSTAND THE REOUIREN�NT5 N W OF THE CONTRACT DOCUMENTS. CONTRACTOR SHALL VE'ZIPY ALL 17. ALL MAIN EXiTS INDICATED ON THE PLANS SHALL be C)PMNADLE DIMENVON3,ELEVATIONS AND C4MITIONLS PRIOR TO BEi5INNIN5 ANY FROM THE INSIDE WITHOUT' THE U INE OF A KEY OR ANY SPECIAL PFR <:> WORK AND SHALL NOTIFY THE ARCHITECT LL ANY DIPONSIB E F DO UN 000C SE OR EFFORT AND OURS" BE LABELED, "THIS DOOR TO REMAIN -..� NOT SCALE DRAW1N69, CONTRACTOR SHILL BE RESPONSIBLE FOR ALL UNL.OGKPD DURING BUJ51NHE56 HOURS" IN BLOCK LETTERS A MINIiMJM OF f !' CORRECi-IrN6 AND AZrAIR5 REQUIRED DINE TO H15 FAILURE TO DO 50. INCH HISH ON A CONTRASTING,DACKBROUMlt7. SPECIAL LOOKINS DEVICE SHALL BE ON Ail APPROVED TYPE. FLUSH BOLTS OR 5URi-AGE BOLT'S ARE �■�/ 2. PARTITION LAYOUT5 1 OETAIL5 ARE REWIRED PRIOR TO NSTALL.ATIC N NOT AL.LOVED. MAXIMUM EFFORT TO OPERATE DOORS,%%AL1. NOT EXCEED TO JUSTIFY COMPLIANCE W/OC.GUPANGY FIRE RESISTIVE,STRUC-NRAL b.5 LEIS. FOR EXTERIOR DOORS,5 LAG,. FOR INTERIOR DOORS AND 15 9665 S W ALLEN, SUITE #115 AND EXITING,iREdUIRET•IENIS. LDS. FOR MIRE RATED DOORS. OREGON , 97005 3. THE SOILS REPORT FOR THIS PRO.IE(;T SHALL BE FOR REFERENCE 16.Ib. ALL EXTERIOR OPENINGS SHALL COMPLY NTH TCITY SECURITY ONLY. CONTRACTOR SHALL NOTIFY THE ARCHITECT,ENGINEER AND ORDINANGLS. B EAV E RTO N, ORE OWNER OF ANY DISGREPANGY BETYCEN THIS REPORT AND THE PLANS 14. W EXIT DOORS 5i^HINI6 OUT OVER A LANDIFiGS, THE CAMPING PRIOR TO SEG,INNIWk WORK. IN THE 11/LNT OF A DISCREPANCY,THE 503-626-3500 FAX 503-671-0211 MORE: STRINGENT REQUIREMFTvT SHALL ,fPl-Y. w MORE THAN I/2' BELOW THE T'N'N�SHOLD. 4. ALL WORK AND N1ATITRIAL5 SHALL :ONPORM To THE: LATL-5r ADON'T1137 20. PMT BY CODE. nn 20. PROVIDE T SIGNS AID EXIT LI6HfTINi6 AT ALL EXITS AS UNIFORM BUILDING C47DE A5 AMENDED ALL ORDINANCZ5 AND RE'..6ULATIONS OF THE CITY OR COUNTY WITH JURISDICTION AND SPECIAL REGIUIREMENTS INDICATED IN THE BUILI)!NG 5iA,"ARY OR THESE 6ENERAI. 21. N10 ADDITIONAL ROOF OPENING,OR ROOF MOUNTED EGUIPMtCfdT 13 ++ NOTE'S. ALLC.W ED BEYOND THAT WHIUi 15 5HONW ON THESE PLANS WITHCJUT -M WRITTEN CONSENT OF THE ARCHITECT AND ENGINEER rn 5 ✓•YEN SCOPE OP WORK FOR TENAN IMIPRC VEMIENT•9 EXCEEDS THEW DOCUMENTS,CONTRACTOR SHALL SM411T PLANS TO TH'E DEPARTMENT OT' 22. NO STRUCTURAL MCM1BEIR SHALL Be CUT"PIPES,A.G.r&CTS, j BUILDING AND SAFETY FOR APPROVAL PRIOR TO 5TAitTIN3 IMPROVEptNT M.,L71LE56 ENEsI TIC Y DETAILED AND/OR APPROVED BY THE � O ABBREVIATIONS VICINITY MAP '�"" 0 r- 2B. ALL SHOP WELOINI TO ISE DONE IN A CERTIFIED LIC£Nt_■ED SHOP. I �y U O b. ALL SNe*SENA IS NOT A PART OF ','HIS CONTRACT,FR *-I 6 GO:ITAGTOFR AID.. FIELD WELDING SHALL BE DONDE ONLY BY LICENSED MELDERS UNDER TO 03TAIN SEPARATE APPROVALS AND PERMITS FROM I G,OVE3RNINH6 ,�, 6 C AGENGIE5 FOR 51645. CONTINUOUS SPECIAL INSPECTION WITH CakTiFI:ATE ISSUED AS O 0 SWAT ISR C'.OL COLUMN F.L. FLOW LRE LAM. LAMINATED R RISER THC THK.K APET r - REWIRED BY BUILDING O"IGIAL. U O m SClIARE f OOT/Rgr GONG. CONCRETE FLUOR FLUORESCENT NT LAV. LAVATORY I' RAD• RADIUS TJ, TOP O PAROIST I 26 7. UNL�S Or.eRH15E INDICATED ON TTIE5E DRAWINGS OR IN THE TLX75 OR MAMINS 15__ • F!"+ 1 AND GONtI GONEG'nON F.H. FIRE HYDRANT LT. LIGHT RD. ROOF DRAIN AT CONSTR. 0045TmcTIOW Flom. FACE OF MASONRY RDYY7• REDWOOD T.S. TOP'GIF �� 5PEGINCATIONS AS BEING N.I,G,OR EXISTING,ALL ITEM", 24.PIPING 5REL IT, ITIR STHE LARSI�,SIZE R ORI RED To COVEIR SHN.L�TS, c f/ � 1+ _ CeNTERLINE CON'. GON'iN10U3 F.05. FAGS OF STUD RE. 1�8tCE TA TOP OF HAL L N F� MATMIAL.S,ETC. AND INSTALLATION CIF THE SAINT Art A V 1 H J POUND OR NUMBER GOHTR. GONtTRAGTOR FPB FINISH SURFACE MAX MAXIMUM REM REF ISMATOR M. TYPICAL G�i.N(ice PART OF THIS C.ON 1RAGT DEFINIED BY TFfSE DRAWINIGS ,ND EXTEND THE FULL LENGTH 1 oP THE �tJRPAC.E WFIE1eE THE FURRINHG OGCdJRS. � •� 14 () AiNC OR c'm GOXTEFSLW F.S. FLOOR SINK MJy. MACHINE BOLT RENF. REINFORCED b �ALATIN VALLEY HW`i'. SPECIFICATIONS. Jti A BOLT G.Y CLBIG YARD Fbit FIRE SPKINI 3t RISER MlLH. NEGHAFUCAL �fl• �A� UBC. UNIFORM SUILDIN6 CODE BEAVERTON-HILLSDALE HhIY. OP PROVIDE FIRE FMCA51 IN6 TO OPJCUT ONOFF ALL GO10'-0' j DRAFT APV ABOVE Fi. FOOT/FEET NET. METAL RE51L. RENLIENT U,OK w' ESB OTHERHISE NOTA RMi •(ON �' 6. CONTRACTOR SHALL ASSUME SOLE AND C0MFI-ETE R!SPON�MSIBILITY OPC1NING,5(030TH VERTICAL AND HCktIZ0N1TALJ AT 10'-0'OG.EACH U O A/C AIR(:ON'71TIONYN6 DBL•. D,�E FTG. FoanN6 MFR MANI FAG114M R RM. ROOM FA -�- FOR.TOB SITE CONDITIONS AND COMPLY WITH SAFETY Rt`.W An ONS ANDPAy �•1 � ^•„ AL. ASMPLTIC,AD. AREA DRAIN E DEPT. DB■AlR`rt, N, FiJRR 11JRRIN6 M.H. MANHOLE R.H.B. REGE5CED HO°E 5158 VB, VINYL BASE / RESTRIGTION5 A5 R,E,C URM FOR WORKERS AND FIMMV I:IAN PROTECTION 2b. THE BUILDiNCKa)AND FACILITIES MUST BE ACCESSIBLE TO AND C> AD. ACOA MN- DET, DETAIL FUT, NITTURE MRL MINIMUM RD. RL'USH OPENING VCR. VBRTIGA- 10 DWING THE COURSE OF C:ONSTW44TION OF THIS PROJECT. PROVIDE 26. T'HE BUI OINFORTHE PHYSICALLY DISABLED B IN ACCESSIBLE ANILE WITH THE MI9G. MISGBIANFOUS Rpyl RI6HHT OF WAl' �t'� PROTECTION A5 REQUIRED TO PREVENT ANY DAMAGE TO!XIST NG, A� ASE FINISH FLOOR DAR DOUGLAS FIR VG.T. VINYL.CUMPOSITiON TILS. a AMERICANS WITH DISABILITIES ACT(ADA) AND ALL EITHER AE.F A OVE r D.F. MWON6 FOUNTAIN @A. 6Ause M,O. MAOONQY OPENING R.S. RE5AWr VJP. VERIFY IN FIELD GON571[UGT10N WITHIN AND ADJACENT TO.JOB SITE, P# 1! DAMAGE STATEJFEDERAL GOVERNING AGENCIES. A■ 4. APPROXIMATE ATE DIA DIAMETER SA-V. GALVAMZFD WT I?UN RR RESTROOM V.TR VENT TIH!>;OUGH ROOF �� g OCCURS,THE CONTRACTOR SHALL REPAIR OR REPLACE D,•1MAOW AREA DIM. DIMEW-40N OL. SENEItA1 CONTRACTOR AND/OR MATERIAL A5 RE:CI, 11RED TO THE OWNER'S APPROVAL AT NO 7T ALL FLOORS IN PUBI_IG AREAS SHALL HAVE NON-SLP SURFACES. ARCH. ARGHITECTURA1 TFJMINAL 5 SOUTH ADDITIONAL. 605T. THIS REGUIREMENT SHALL APPLY GOVT NYJOUSLY AND ON DOYfH 6.1. 6ALVANIZ�IRON A.S.R. AUTO SPRINKLER RISER OR DOOR 61B. 6L1!-LAM i3EAM MIL. W.LION $.A.T 5UERPEDH7 AGOU5TiGAL W WEST NOT BE LIMITED TO NORMAL WORKINGS HOURS. 2b. PROVIDE U.L. APPROVED FIRE EXTINGUISHERS AS REWIRED BY W. _ D9 clo"epORMINOl/f 6L. SLAM6RCIUN �� WL. WATER WrjET HN HIT" O�� 9. IF THERE ARE TRENCHES OR EXCAVATION 5'-0' OR MORE. IN DEPTH FIRE MARSHAL. VERIFY TICKS OF EX'IN SFEiRs KTH ARCHIT1�T S BLDG. BUI ILDNS DRAWINkS OR GROUND N WD. WOOD I INTO WHICH A PER30N 15 REQUIRED TO DESGENC),CONTRACT'7R SHALL AND FIRE MAR3HAL. PRO'/ICED FIRE PROTECTION IF REQL'IR,ED BY OR EJRADE NUG, NOT IN CONTRACT SG. SOLID GORE y BLK BLOCK WH. WATER HEATER Il OBTAIN N ECE55ARY PERMITS. LOCAL AJTHORITIMS, DURING CONSTRUCTION E EAST G,TT'. GYPSUM N0. NUIHBt3t 9G1#D. 5G1E7ULE W0 WITiHOUT _j�,0 Q BMJ. BLC)GK1N6 EZ EACH NOM. NOT TO SHT. SHEET N Kp.L WEAKVeO PLAN JOINT Q�1'p-{� I0. PROVIDE ALL LAEIOR,MATERIALS,15WIPMENT,TOOLS, 2dI. WHERE REQUIRED A COMPLETE '5U■ERVI5ED AUTOMATIC FIRE DPT• BEAM EG. EVAPORATIVE COOLER HB. H05E BIBS NTS. NOT TO SCALE 91sT. 51Eff ICT__ BJt NTH BUJNDARY NAIL NG, E.J. EXPANSIONJOINT HG. HOLLOW CORE ONTO. SH:ATHIN6 H.1yrF, WELDED HIRE FABRIC KK HATER RMSTANT O�,�i� WALNUT ST• TRANSPORTATION,UTILITIES OTHER SERVICES AND PELA-TED 1 kbKS SPRINKLER PIRE DEPARTMENT REGULATIONS. PLANS VW IN �9FW.L DL SUBMITTED BY A DOT, BOTTOM NOR. HEADER Orli OVERALL STM. SIMILAR / �' NECESSARY FOR PROPER E)CY..XMON OF THE C.ON5TRUCTION R'%VIR!ED BY BTW SETy� E.1F.S. EXT.INSU.ATiON ANHD FINISH SYSTEM 1� HARDYHAIRE 0C, SPC . ON CINTER C. 5P6GIFIGATION �� CONNTRACT DOC R-ENTS. DEPARTMENT,BUILDIIS DEPARTMENT LICENSED FIRE SPRINKLER TAND ARr�TILT I.OR OK VIRECTLY To THE FRCIA54 A#V i G GMHBEaR ELEC. ELECTRICAL HT. H:16W OD. OUTSIDE DIAMETER W. Sp)AIMCONDITIONS OR IO r�GHOLLS APPROVAL, SHOP DRAKN"SHALL EE WWITTED TO THE FIRE B- ELEVATION H.M. HOLLOW METAL OPD. OVESRFLOW DRAIN WK SERVICE SINK II. ANY REVISION OR ADG;TIONAL WORK REQUIRED BY FIELD DEPARTMENT AND ARCHITECT PRIOR TO INLSTALLAINSTALLATION.GAfV LADLE TEEJ:VISION FERRY RD. Ill E.P. i . EGTRIGAL PANG. HOlIZ HORIZONTAL are. OPBtINH6 95. STAINI.E98 STEM 60VERNIN6 AITHHORITIES SHALL BE BROUGHT To ./�, •,/'��V-,r-Y�,�/1.•�---v-•�� "� CA GATC.IHB:+UIN 1. THE AI IMNIION C° THE ARCHITECT BEFORE PROCEEDING,. �. GEMS Bp. EQJAI. H.i HIGH PIo1Nr OPT. oPFe�sITE STD. STANCNiD IC N:. ALL EXITS SHAt.I.BE ILLUMINATED A7 AU. TINS MY•HEN THE DUILDINN 19 ELtVIP. E6IU1MENT HTS. HEATING M. STEEL QRO.jF-c�r 99Wj 12. SHOULD ANY ASPHALTIC CONCRETE REQUIRE PATCHING ADJACENT TO oGC.U■I® WITH LIGHT HAVING INTENSITY OF NOT L.LM THAN I POOTGANDLE catCBtAer EJ�I EACH WAY HDMD. HARDr+xx� PARrH PARTITION STM sT01RA6E LOCATION BUILDING99, IT SHALL BE DONE ACC,oRDINHG T'0 THE PAVING ( AT FLOOR LEVEL. w'u GJHB. GONGCNJS HOSE BI85 EXIST. EASTiNH6 HVAC HF.ATiNIG,,Vt NTiLAT1G7N 1 PL PROPERTY LIN STRUGT. STWWTURAL \\\\\\ �.�J _�` _s T G.I. CAST IRON EXT, EXTERIOR NR GONDITIONITI6 F1J15. PLASTER SA.V. SHUT OPP VALVE y�P dz G/J CEILING,JOIST ID. INSIDE DIAMETER PLB6. NUMBING SYM. SYMMETRICAL \�� WCTIFIGAW O AND THE SOILS REPORT AND T ALL BE OF THE SAME /`-/�_�/\-�/�- Z � 5 GJ. GOMTYOL JOINT PDN FAACATi[7N1 IE. INVERT ELEVATION PLYWD. PLYhH00D roe SECTION AND DRAiNIA6E SCHEME A.9 AD.L+IGENT PAVES ARLA.S. � � 'f UA CEILING, fD. FLOOR DRAIN IN INCH PDL. VENT OF CONYHE'GTiON � 13. THE CONTRACTOR SHHALL Be R,ESPON�lIBI.E FOR OBTAINING ANdD T. TREAD PAYING FOR ALL PERMITS,LICENSES, INSPECTIONS AND TESTING zGL. CONCRETE MASONRY UPUT CLEAR FF. FINISH R.00R IN51A. INSULATION PR PAIR JTB. TOP of SAM PINDICATED ON THE PLANS AND BY SPtCIPIGATIC)NS OR RP.C,YJIRIED BY THE W Z r, G/o CLEANOUT FIN. FINISH INT. INTERIOR P•T. PRESSURE TREATED Q 5 NORTH CITY OF 'tIGARD V T G. TOP OF CURB SOILS REPORT AND/OR REQUIRED BY ANY 6OVERNd�THT Ae9CNGY. m 0 EXT. FIXTURE t Ved................................................1 1' Q W ; I GA. CONDUIT ONLY �". T?ZZR�HONE N.T.S. Jr. JOINT QT. 1.�WRY TILE UTILITY LINES AND STUBS TO THE BUILDIN6(S) AS MAY BE INDICATED conditionally Approved........,,•.,,,.,••, ..... -Z FLR F1.00R T16 TOHBI.E AND 6RDOVE ---------- - - 14. CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL. Q ON THE PLANS. CONTRACTOR SHALL ME REGUIRED TO BRING ALL For only the wor a ascribed In BUILDING CODE SUMMARY SITE STATISTICS DIRECTORY �ILITYLINF'S ( ATE7Z5EY19� 6ABANDELEOTRIGAU, INfOTHL■ PERMIT NO. bl '_o> a 0 o BUILDING,MOM TERMINATION POINT'S AS INDICATED ON THE NTE HR Letter to Fo PLANS,READY FOR SIERVIGE. OW....................... ..I j; � 15. THE GENERAL CONTRACTOR SHALL.PROVIDE ONE AWOK ACVANG!D Att h.................. ... ......( � Q; cc BUILDING CODES IN USE: 114% OREGON STRUCTURAL SPECIALITY GODS OMER GENERAL C ONTP,AA OR NOTICE TO OWNER., ARHITECT AND STWLCT1RAL EN61N@R PRIOR To �0b Addres : gaJ ° ,p�+s n' UJ Igg4 U.P.G. iggC N.E.G. Igg4 U.M.G. EXISTING SITE ANTICIPATED TOURING OF THE POOTIN65 AND SLAB. $y• 2 m .� SITE AREA: 345,4f3�7 S.F. PACIFIC NW PRUPERT!E.5 `'�D DEACON r°L. 7 BUILDING AREA: �q,agB S.F. 41665 5W ALLEN BLVD., SUITE 115 6443 5W 5F-AVERTON-HiLLSDALE HWY.,SUITE 432 U) < ` SHOP BUILDING PAD BUILDING - A PAD BUILDING - B 5UILDIN6 COVERAGE: 11.5515 BEAVERTON, ORE50N 411005 *ORTLAND, OREGON 417225 OCCUPANCY GROUP: M OCCUPANCY GROUP: M OCCUPANCY GROUP: M PARKING REQUIRED: 220 5'f ALLS TEL: (503) 626-3500 -,EL: (503) 2ql-blgl PARKING PROVIDED: 255 STALLS FAX (503) 671-0211 'AX: (505) 2CM-8gg7 BID ISSUE DATE: GONSTP.UG'riON TYPE: V-N FULLY CONSTRUCTION TYPE. V-N NON- CONSTRUCTION TYPE: V-N NON- ATTN.: PAUL K. CRAM ATTN.: RICHARD W. TRO'(ER .1Ga NO. 5PRINKLERED 5PRINKLERED 5PRINKLERED N W GON5TRUCTI-QN 411-51422 EXI5TING BUILDINr: 301,g118 S.F. 6!?J�HITEGT PLOT DATE OCCUPANT LOAD: OCCUPANT L.OA-.'): OCCUPANT LOAD: NEW BUILDING AREA: 15,12q S.F. 1-2b-Ab 000WANT LOAD TO BE DETERMINED OCC-UPANT LOAD TO BE D,- CU TERMINES OCCUPANT LOAD TO BE DETERMINED TOTAL BUILDING AREA: 55,12.7 S.F. MUSIC t50VAN AZZA! iNO, I><I;. DRAWING SCALE: AT TIME OF TENANT IMPROVE-MENT5. AT TIME OF TENANT IMPROVEMENTS. AT TIME OF TENANT IMPROVEMENTS. BUILDING GOVERA&E: 161% 8150 S.W. PIONEER GT., SUITE "T" 1' . 1' WIL5ONVILLE ORE60N 417010 EXIT WIDTHS: EXIT WIDTHS: EXIT WIDTHS: "/ �'^'"�"•`' `r vim- DRAWN 6Y: EXIT WiDTHS TO BE DETERMINED EXIT WIDTHS TO BE DETERMINED EXIT WIDTHS TO BE DETERMINED r PARKING REQUIRED: 2bb STALLS TEL: (503) 685-7350 imMVN AT TIME OF TENANT IMPROVEMENTS. AT TIME OF TENANT IMPFEOVE`.r1ENTS. AT TIME OF T IMPROVEMENT?3. PARKING, PROVIDED252 STALLS FAX: (503) 662-3348 SHEET T;iLE: : -/ �--/''��-�_/�/��/�-�-�`_r� ATTIC: JAMES R. BROWN11kc> TtT+� ALLOWABLE FLOOR AREA: ALLOWABLE FLOOR AREA: (ALLOWABLE FLOOR AREA: SiET BASIC, ALLOvVABLE AREA = 6,000 5.F, B)k5IC ALLOWABLE AREA ■ 600r S.F. BASIC ALLOWABLE AREA ■ 8,000 S.F. 1 5TR TURAL EN6Ii R SHEET NO. INUREASE FOR I13) YARDS > 20'(!006',) ■ bpOU S.F. INICN°,EASE FOR(4) YARDS) 20'(100%) ■ bR700 S.F. NGREASE FOR(5) YARDS) 20'(100%1 • 6000 S.F. - INCREASE FOR AUTOMATIC SPRINKLEFt SYSTEM (5X160000) : 192000 S.F. AZ.-I.AWABLF F;•REA W/ INCREASITS n 16000 S.F. ALI.OWABLE ARCA W/ INCREASE°r ■ 16,000 S.F. CENTURY YCST ALLOWAi3LC AREA W/ INCREASES ■ a 0+1,0700 S.F. AC,7JR 0 AL FLOOAREA ■ 400S.F. ACTUAL FLOOR AREA ■ 4000 S.F. 625 NE MULTNOMAH ST., SUITE 425 CA14OPY AREA ■ 142 S.F. CANOPY AREA ■ 'IdI2 S.F. PORTLAND, ORE-60N g723TS2 - ACTUAL FLOOR AREA ■ 10,2';12 S.F. BUp97-0346 'TEL: (503) 251-6477e.CANOPY AERl=A 1,211 S.F. FAX: (503) 231-6462 14200 9W Barrow/ltd. I of 2-T A.c ATTN.: TIMOTHY T. TEIgICH, PE, DWS, N:\fiJ-5142\25\'5142_.T5.DW6 DATE: NOV 24, 101dr TIME: II,•41 AM - --.. .,.. _... .+nr*.k�gN.fRu+fir•�+n•..,....a;,.�..uuAWW:wi.O■�wllwi-•.,..-. ...- :..;......<�..•. .... .......�M...... ..�rww ...,..�r..+,wh,rw.."wr„�.......,-.,F+ IF THIS DOCUMENT IS LESS T( 11T II III IIIIIII III IIII III III 111 ICLI 1111111 IIT i 1 II-T Ili 111 1111 111 111 ILIIIII III III ICI III III Ili 1 i t�lltlt i� 11�TiT TiT 1�1 1 1 III 111 III III 11111111111 IV , LEGIBLE: THAN THIS NOTATION, ' 4�-!�� ' I-_ -�71. 8L ! �1- �,� IT IS DUE TO THE QUALITY OF - THR ORIGTNAL DOCUMENT. -11111911119,111-11 -•• - Neu E .' �� Y 00 An,01111111119,II1IIII IIII111IF1111111IItil1�1111�1111�1111 IIII�III IIII�IIII 111111111111111111 1111111 IIII�IIII Iill�llll IIIIII11111111111111111III Ili 1111 II111111dt111ll1I tl1111111illIIIIIIIIII 111IIIIIII�IIII ii11i11►I g11i11119n11nI 1II1�n1 I�I llil aill�lln tt 11WI1130X I SITE NOTES REVISIONS ILPLAN REVIEW IGOER.-I/26/44b ALL &RAD I N6, LAN05CAPI N6 AND 51 TE NORK HAS BEEN PREVIOUSLY A012ROVED BY THE CITY OF T16ARD. THIS S.W. SGHOLLS �Ei�RY i�O D PROJECT 15 REIN& DONE UNDER SEPARATE PERMIT AND CONTRACT. THE EXTENT OF AREAS UNDER TH15 CONTRACT PRESENTED BY A DASHED LINE 4 KEYNO FE I. RE � --- - R REVIS40NO yl K E Y N O T E S PLAN REVIEW _ 121'-0� -_ _------..�_ row-I/2oyn 21' ' _ _ --- - 21'-0-- �'-- - tb' • - "�• . I ---�` [IJ COLUMN (SEE STRUCTURAL. DRAWINES FOR INFO-) • • • I' 2O' -a' n'-4° I b'-o• o o'er"- ° 4" 22' • I 1'-O' I l?) P0551BLE LOCATION OF FUTURE TENANT MILD' OUT. VERIFY INSTALLATION WITH OWNER. SIj r'wwwwww ww www ww I -.. ww I - ' - - '�---- -- i-ul """' `"""' "w - I �` . ` I �J RAIN WATER LEADER BENEATH CONCRETE PLACE I ww a ;__ - - --_ _ _ - - - - 51DEWALK. DAYL 6HT IN FACE OF CURBDEMO " a � EXPANSIONJOINT LIN CONCRETE ABOUT lo] ♦ I CENTERLINE OF RAIN VrATER LEADER (TYPICAL). r I II y ---- ► :�" ��" - I -i' --.- �� Id'- 12-1 �- ' ' mi r7 _._L - _ _ _�- -- \ ♦ - X ,- _ _ _ _ _ -- _ g [J FIRE SPRINKLER RISER LOCATION. 1 � 7 'C C I �I� IO �► / L5I EXTENT OF ROOF OVERHAN6. i � \ \� I Ig I, I I� 1 STAGES �� I `\� ♦ I � � � �- ___ -- ---- u�u- M) 51-6m O.G. I ►AL 'S _l o qm�- \ ♦ I I i" [b I EXP05ED CONCRETE FLOOR SLAB. FLOOR - -- I I " _- I a, 14 I I i FINISH BY OTHERS. r g o II' I ' I6 \ I♦` L7] ROOF DRAIN d OVERFLOW WITHIN WALL FRAMING. A �♦ ID co C7 I, III FIN. FLR. _ / DAYLIGHT AT FACE OF CURB. 141ba \ �'- o MASONRY COLUMN - f7--F- EXTERIOR ELEVATIONS0 Z w Ii I fir. to I ♦; �+• ' ANC> DETAIL MI/AF.i. �� w O LL- II II I f � I \ � ' I - Jz I } 4 �y'i i 1C a I � 1, �q! RAIN WATER LEADER WITHIN MASONRY PILASTER LL Q O - - - _- - , C40 CC MASONRY COLUMN - SEE EXTERIOR ELE ,TIONS ��c� j-_ --� -- - - -- - --- - - -- - -- -- - ----- - -- - J - - - I AND STRUCTURAL DRAWIN65. O dLN.I ip �- NEW CONCRETE SIDEWALK. INSTALL PER SOILS m i REPORT RECOMMENDATIONS. I/4"/I'-O" MAXIMUM GROSS SLOPE. INSTALL EXPAN51ON JOINTS WHERE SHOVsIN ON PLAN (SEE ALSO NOTE #Ib). n tl ') - I I -SHOP - 5 I , I I p pI p il� SG pl G f�100� � q ',I� � � . www"�j � I 1� CONTRACT. 51 TE V40RK UNDER SEPARATE PEF,MIT AND I - 141q 5(,1FT I 1582 SC,IF1' I I 5563 SGiF t I SIM. ��I 1 I _ ,.. _-------~- 14'•i" N6'-N6' ' -IN-. f ROOF ACCESS LADDER - PAINT TO MATCH *� , FIN. FLR. I '�'O I 4 ADJACENT WALL. 5EE DETAIL #'S0,/Ab.1. I Ib II b II i 241.'10 , ----------------- - 1 91M. HEAVY DASHED LINE INDICATES EXTENT OF WORK UNDER THIS CONTRACT. at 'J -- - - - - - LANDSCAPE AREA. REFER TO 51TE LANDSCAPE b I / I DRA14IN65 FROM SITE PERMIT. ' rn'• e I I I� .ONCRETE GONTOL JOINT, TYPICAL. ._..-_--_- _ I • III III I I -.._- __ --- - b In 117 II I I 1 [I7] SLOPE SLAB AWAY ROM BUILDING • .2% MIN. _ I (GOORDINA 1 E W/ ELEVATIONS OF EX157 IN6. ♦../ ^? I O I I FIRE 'Ii 2 Ili 2 I 0 I �' I t CONCRETE CURBS, TYPICAL.) ,n 5A-1 I t G RISER ;� +!= c � 1 I IQ m 'Z.- O 100 III iIl I [i; CONCRETE HANDICAP RAMP. SEE DETAIL *5/5A1. �..�� I I A---- g,� ,'�' �?:.``"',I =� \II I I jiq] KEY BOX BY X' MOUNTED • 10' A.P.F. FOR t RM.' / RR I' Lu I FIRE MARSHALL ACCESS. I;;f `14 101 0102 I Ili , p I VO2 �I�, r�,1 BI02 �p Ab.e I .. / a II /O O Ill.. I a E T 4 - _ ___ E I� �o ?s. ,-4" 10' I � II I be 1 �0 b'-0' � 94OF - A FIN. FLR. Q-- 1_.r _ 2 IM. A101 w T� �b I.o5 n � � _ B - -- - -- � 1505 SQFT EXIT RAMP�NTR,64T-,,, INDER -SEPARA,T'E h ( 1I I -- "�- RR\ I 245.fo b I I = ;\ S-1 A 5 ( ct 1.12 MAX. I ( � I Q ' I h • LINE 7F AD.LAGENT BUILDING 24"100 51M. Ab.1 LINE OF AD-1ACENT U p I FIN. .00 � o -T BUILOIFI6 c, NORTH O i • o • SHOP #1 FLOOR PLA _--- ---__-_-- -._ _e__-- -- a; •-� - - --- a a� ----------_.---- ----... ....� SCALE: I/9" i EACH PAIR OF DOORS SHALL HAVE: EACH DOOR SHALL HAVE: REFER TO SHAT Ab.O FOR 015AM B7 �0. U C C g 2 SETS PIVOTS(TOP ! BOTTOM): DORMA I SET PIVOTS(TOP ! BOTTOK DORMA ACZES5 NOTES. -='t _ ANODIZED ALJOR M UFACT RIER AND FINISH. -SEI:EXTERIOR 4 �w OP440 X5220 OF440 X"5220 ---�GLEAR'DEPTH - ELEVATIONS FOR MANUFACTURER MD FINISH. f \ I LOCK, ADAMS-RITE M5 ID50A I LACI., ADAMS-RITE MS 1950A _ _'3'-b" MIN. 12 - MA50W WALL -SEE STRUCTURAL.DRAWIN55 FOR REINFORCING. t ° I CYLINDERS: 1JEEST'OR EGUAL I CYLINDER,: 'BEST'OR LWAL fsRAB BAR' SE EXiMOR ELEVA71ONS FOR COLOR AND FINISH. 2 GL05ERr. LGN 4020 W/4020-19 1 CLOSERS: LGN 4020 W/4020-16 5MgOOTI- FIN15H 6YPBD. MIN. �M�PI. OR 196(AS REQUIRED)X KPD-DK OR 196(AS REWIRED)X KPD-0K -- DEMISING PAR�TION: b"X20 6AL+GE METAL STUDS• Ib' TE. A PAINT CALOR SINGLE ROLL � - -"- 5/9'TYPE 'X'6YF''.5UM BOARD AT EACH riIDE,b"SOUND ATTENUATION •. 2 PUSH BARR'ULL HANDLE, P004400D I PUSH BAR/PULL HANDLE. RDCKY'NOOD PER OWNER --- J'-6" MIN. I2° TOILET 11SOUE F BA BETNEE N STUC5. EXTEND WALL TO UIDMIDE OF ROOF 12 4) RM%W/R abO R?-Z5 W/RkabO SRAB BAR M PRD✓IDE REDUCER 015PENSM - -` - STRrx 'itE.PROVIDE 5;4 DEFLECTION HEAD. 5�DETAIL _ Ib TT E TYPE 'A' TYPE 'B' TYPE 'C' I THRESHOLD: CLEAR ANODIZED ALUM. I THRESHOLD, CLEAR ANODIZED ALUM. 21-0m " ------- W/ANCHORS AND CLIPS. W/ANGHOR6 AND CLIPS. 2'p STRIP• ATE IALS 4-O COORDINATE NTH PIVOTS. COORDINATE WITH PIVOTS. FRP OR ECIUAL OVER - Q FLOOR MATERIALS WATERPROOF 6YP.BD. r dJ PER/SLA - � ? � c+ � - RA¢WN6 o MASONRY WALL, 9 5/9'X 20 6A116E METAi 5'ND9. 15'OG. 51M. I I SET hEATHER5TRIPPIN6 I SET hEA+TFERSTRIPPIN6 - I A - _-- I W 5/9'6YPW BOARD AT ONE SIDE, PROVIDE R-II IIS ALAT10M BATT5 BETYEN 5TUD5. EXTE► )WALL TO l ABOVE HI6FE5T - EAf,H DOOR 9HN L HAVE, OHM -04 DOOR SI+N.L HAVC, TOILE) TISSUE-- ---- � --- b' _ DI5PEN5E1t ADJEOENT CEILING. 5f�DETAIL I9 DI�PENSCiQ Q CLOTHES AD HOOK G B 1 1/2 PR BUTT HINSE9, WKINMEY T97114 11/2 PR BUTT)0IN6E5, McKINNEY T52114 Z ---- ;r PER ADA-- PAPER TOWEL_ _ ..__. I l % ( 4 I/2'X 4 I/2' 4 I/2 r.4 I/2 - - rD DISPENSER I SELF-GONE 111 • _ FiJRRIN6 MASONRY WALL, b'X 20 6, -,a it Ib'O.G. I LOOCSET: SC+t_A6E'LEVER HANDLE I LATC+WN PRIVACY LOCK. E LEVER HANDL �T VINYL -- -- -' - - W 5/9'6YP5UM BOARD AT ONE SIDE, I MD1 0 o W/PRIVACY LOCK. 'I� j- - _._ I CYLINDERS, BEST'OR EQUAL I STOP(WALL MOUNTED,I, 405 ��c- - -- ADJACENT N T CEIL 9T. S EXTEND WALL TO b / �\ ADJAGEM CEILING. SEE DETAIL � 151M• � W 15ET SILENCERS � I - F• I CL.05ER : LGN 411T o �05 \ / /� /� PLAN \ / ',�I --SELF-COVING SHEET rs�x-sem PARTITION. 5 5/9' X 20 SAUCE METAL STUDS• ib'OL.W/ 5/9' Z I KICK PLAT'=: 9'H X .050'THICK EACH DOOR HALL HAVE: McKINNEY TB:Til4 ELF Y AT ION A f=LAN Y I EY`l VINYL FL.00RIN6,COLOR GYPSUM BOARD "•T EACH SIDE, PROVIDE MOISTURE RESISTANT w Z PUSH SIDE, 1 1/241/2' X 14 I/2' BY OWNER 61'PrAM BOARD IN RE5TRDOM.EXT".-,WALL TO b'ABOVE HI6FIE5T O V Q TYPED TYPE E ADJACENT CEILING . SEE DETAIL NTH SC7M IW511ATION. Im 1 THRF-AOtD: ALUMINUM 1-U ANCHORS 1 LOGKSET, SGHLA6E'L.EVEk HANDLE y) 0 AND CLIPS. I GYLINPM5; BEST'OR C-iUAI. KEY PLAN a :I w DOOR DOOR DOOR FRAME FRAME HDW, I THRESHOLD, ALUMINUM W/ANCHOR: TYPE WIDTH HEIGHT HIGKNE55 CONST. FINISH CONST. FINISH GROUP I SET !"FA'.' ._�TRIPPIN6 - SMOOTH FINISH 6YPED. - SMOOTH FINISH 6YPBD. M,�Sp►,RY SNEAK WIy.J..(Sff STRUCTURAL DRAWINFa9)WITH FUlRINd, a �7 O AND CLIPS. PAINT COLOR PER OYIi�. PAINT COLOR PER OWNER. - A b'-0" '►'-0" 13/4" �°�-�✓ ANODIZED ALUM, ANODIZED I I SET WEATHLR5TRIPPIN6 VO'HAT FURRING GHANr6.5• Ib'O.G.Al 5/u'GYPSUM BOARD - �� FRP OR EQUAL OVER - O GLASS FRP OR EQUAL OVER 9�DETAILojqj od X 1 � ALLIMl ANODIZED ALUM. ANODIZED 2 �TERPROOF 6YF.HD.-'_ WATERPROOF��F � -_-_ -_ Oe 3-0 -►-0' 13/4" HARDWARE GROUPS ----- _ -.__ - - - --- - - - - a w Q � _CLA55 _ / BEARING WALL-SEE 9TRUGTU &DRAWINN FOR STUD 911E 0 1 3/4" HOLLOW PAINT HOLLOW PAINT 5 6ErNERAL, AND SPACING W/5/9'TYPE 'X'6Yft M BOARD EACH SIZE. O 1 J O 3-0 WTAL METAL / (N THE FOW7MUN6 SHALL APPLY TO EVFR1'DOOR SERVING A5 AN ACCESS TO AN EXIT,A5 ✓✓✓ - �A Q-ON F" O 7'-0" 13/4" S•G. STAIN HOLLOW PAINT 4 AN EXITLOR SERVIN6 HAZARDOUS ROOM OR AREAS. (< WOOD _ METAL ti ✓ ✓ -r r ✓ ✓ -✓�-�-i v Yv r !D ISSUE DATE Y'-0' 13/4" HOLLOW PAINT HOLLOW PAINT 5 ) SECTION 110q.g OF THE Iq%OSSG SHALL APPLY TO ALL DOORS,RWARCUSS I 9'-0" MIN MIRROR CLOTHES /WASTE LL NLS W/W/ % ! B METAL METAL OF THE OCCUPANT 1.0 SW BAR HOOK PAPE!TOMEL , FORM FITTING DISPENSER --__.-.-- (G) DCXJ�i EQUIPPED ''LITH SELF UA91N6 DEVICES SHALL BE OPERATIVE AT AM' 'OINT IN INSULATION- - -- - // - Q - JOB NO. THEIR SHINS BY NOT MORE cL 15 POUND'' PRESSURE APPLIED AT TFE OA EDGE j - --- - 4 4M-9142.ZDRAWING THEREOF. - --- --- v` PLS ATE HARDWARE, -_ lull DRA 1N0 SCALE (A) DOORS WITHIN AN AGGE%TO AN EXIT AND EXIT DOORS SHALL BE OPENA13LE FROM THE I o Q d Q rAD 8 (' ■ I' INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWL.ED6E OR FFFORT AT ALL TIME'S � � -- SOAP � Z ;r � .r � � � IRK - � � � �- DRAWN DY: - 144E N THE POP I ION OF THE BUILDING AREA SERVED 15 OCCUPIED, m o DISPENSER g \ g MDN HEEI TITLE: 0) ALL EXTEMON DOORS SHALL HAVE W-ATHERSTRIPPIN6 AND�. •'_ - �.� $SHOP wu. (C.) HMD AGTIVAT®HARDWARE SHALL BE CENTERED BET►�N 30 AND 44 A.F.F. F1.00R PLAN SELF-COVE SELF-COVE / 6" MAX. " - KMS SIELF-COVE P11 DOOR CLOSERS TO BE PARALLEL ARM,MOUNTED ON INSIDE DOOR DOOR FRAME TO BE �1'VINYL AHRAP TL NES W/ SHEET VINYL- - � 11 9PAIGE SHEET VINYL � � 'WEET NO. PRLr'ARED TO MATCH. CLOSERS ALWAYS TO BE LOCATED ON PRIVATE SIDE OF DOOR. rORM FITTING MIN ELEYATION B INSULATION ELEYATION G ELEYATION P ISI i,.y/-U�4U -'----i- / A1.0 .. 1700 SW barrows Rd. a 11�3•a.li DOOR SCHEDULE DOOR NOTES TYPICAL RESTROOM PLAN & ELEVATIONS 2 WALL T`KPES LEGEND DWG: NAq"1�142\25\5I42_.AI0DA& DATE: NOV 24, ItIc" TIME, 2:05 PM i,�rw....,"... .m .. .•.._ .,... - :.,_ „��:,.._., .,,........ :..., -. --- - ,.. _ _ .__- . soh,,..._..•,�, ,�.r .�.._ ..�._....�__.,.aa....r.....,,..._._. ...__.........�.�....."......,...u.w. - --IF THI" DOCUMENT IS LESS 1T III 111 III III III III I I III III III I I III 1111111 111 11r 111 111 I 1111 III 111 III III 111 III I I III III III f I III TI1 111 1 1 117 111 ljl I I III III III III III III 11111 LEGIBLE THAN THIS NOTATION, IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT. II - IIIII IIII�IIII Illl�lllt IIII�IIII till- I IIII 911 111 IIII IIII IIII Ilii IIII IIII IIII�IIII IIII�IIII Illlulll IIII�IIII IIII�IIiIIIIIIJ111111111i i111lmg1 111,,III11111 Illi 11111111 iIII�IIII IIII uI1181111u1 11111111119 I1 nn 10111!III 911 nn*n nn Lal IIII Icin un tulull REFLECTED CEILING KEYNOTES RE ""°'''* [] EXTERIOR 5YNTHETIC PLA5TER 5Y5TEM - PAINT MILLER 'NUTMEG DUST' *-"6 I H E.I.F.S. REVEAL. (SEE DETAIL 21/Ab.1) [� CEiLIN6 ACCE55 HATCH. (5EE DETAIL :26/Ab.1) L4! ATTIC VENT. (5EE DETAIL 26/46.1) [J NO CEILING - OPEN TO STRUCTURE ABOVE. © STRUCTURAL COLUMN LOCATION. I [� HIDDEN LINES SHOH 51DE5 OF T-BAR CEILING > vr TO BE ATTACKED TO PARTITION PER UBC,, TYP. ve4 U poi_W _ Wok w 0 (2) �3 4 5 6 co W ' 121'-0° 0 Y I • 264-0" I • 1 • � 1 1 I i AS.O 46.0 Elis. FT 4 CA ) oo 11 =16— E'Fg B CEILING LEGEND (AT —/-� XX 4'ACCOUTICAL 711P CEILI46,FED 156UR -5M III 1, I ' �� 0• `— ��.%�� . iii ili � , •'•� ••':. r I , E.IP.S. 4E.IF.S.EXTERIOR SYNTHETIC PLASTER 5nTEM PAINT MILLER WrA%DUST'OMIW kn(!� dl 2'X*FLUOR.FIXTURE Y'1!PRMlMAT1G L@!r5 VERIFY LOCATION W/Dl31CN aJILD CONTRACTOR. (' � ,5., c'1 cn 0 c� 2'X 4'FLUOR FIXTURE W/PRISMATIC-LEAS I co cc �i IMEENCY PACAC -VERIFY LOCATION PV s"� m - DMISN BUILD C4WTRACTOR .-. � III vJ i'I ' b� - - I ® ILIIWrP lR BACK4P I 1 WATER HEATER ABOVE CEILING.MOUNT WATER HEATER TO WALL.VERIFY LOCATION W/DESIGN BUILD CONTRACTOR I I III :`. •• : �. j � ® SUPPLY AIR GRILL -VERIFY LOCATION W/DESIGN 4 ili i i .. I 4 F-0 v M.1 BUILD CONTRACTOR • • �" 45.0 I I 1 I ,' ISI RETURN AI BUILD GONIIRAGTORR GRILL -VEIRIPW/Y LOCATION DE!116N P� a 11 II i l� II II h ',i � LOCATION of rVTURE LIGHT FIXTURE.PROVIDE ct BLOGKIMIB FOR FUTURE INSTALLATION. N IM. 1 1 I I 5 r p - -- :- LOCATION OF mrnm PMRTIT'IONS I'I III I N � III III ASA I, 111 (� I I I I , .. •:I T �� 21M. AN 6_ 6 i i � i 6 6 �— .. I I �'• D � I I I I J M� • n III 1�1 I ' y•.. �`'i 11 11 ' cn 11 11 O o II II ' ',,•. r, II II V O II II i . . • P--11 4) (u 0 a I I 111 0 I I 1 I ••" 01 I I 1 1 - •, � r.l -- - - - - - - o'-o• rn F 7 -��-- b - - - - - - - - 1 — / - - - ----- - F co An- zw I ' I �p I ' ? I z q mVz KEY PLANv zUJ cc a. 00 - — - - 0wQ z n 'o JXJB NO. _ -T__._ -- fif-614225 •s��,� .�•`s' I I I I I I I I I I PLOT DATE : 1-2b-0 - DRAWING SCALEhzlL - .•' girt,: Y {• _ DRAWN BY: SHEET TITLE: SHOP BL.BD.R1gLBCTpD CQLIN6 PLAN SHEET NQyj �! •;; nury�-v�4o 14200 SW Barrows Rd. A1.1 4of24dV a SHOP BUILDING REFLECTED CEILING PLAN SCALE: I/a' I'-0' nCIIeTN DWG: N:\4'?-5142\25\5142_AIIDW6 QAT'E: NOV 24, 144'1 TIME: 2:06 PM y fw.A,N,J�w�nn'{w,alY+sti,.lr+ww...ifr.w,«�.:a�- r..Yac.»;;.. :...j: ,....�..,,..,. ._,:.,,....,M-,.,.,-- ,.,+.•a- ,.. ,._. ..,,p�l�►•-�a.AA.�'�rt+,,... ir ......:_ ...,+wJ'�'..�`3RW.,♦.7t;Y-.�•q^i�rn�». _,':.d!!Il.f.. �:!!`" �"�"" a'YYi.-,.w•.o--�+�•.�,•M�I�.MMR..y,...+c't7!^Yirl!'1••1«•M s�Yro....mn«»..,rw+..-r....,..Y.u...yn+Y.wr. �:..,wn.+rct,.m� r, / IF THIS DOCUMFP'T IS LF^S �qI ( I I I I I I I I I III III I�I I I III tll' 11 111 111 III III I I III�'Il 111 III III III III I VIII III III I VIII TI1 111 1 T 111 1J1 111 1 I III III III III III III III I ! 'T^" T r i I'I I I 11 1'I I I�I I-.-� I �I I.16�I• —IL I I I�1_I •� �� I I L _I I r��, �� LEGIBLE THAN THIS NOTATION, 1L 1- IS DUF. TO THF QUALITY OF NO.36 a' THI? ORIGINAL, DOCUMENT. -tell T1611111 9L LS L L bG I £ , G I iG �G 8r 8Tl Li I-9111 4l 1 1 6T I Glt I Fm' I I 8 I I L 9 IJu, 1`VIII1IILII IIII�III ILII ILII IIII�IIII IIII�IIII ILII ILII IIII�IIII ILII ILII IIIIIIIIIIIIIIII�IIIIIIIIII�IIIIIIIIIIIIIII ILII II11 Ii ILII ILII ILII ILII ILII 1111 ILII ILII ILIll 1111 ILII ILII ILII Ills sill I11I I11I ILII n11 nn Iu11nI nn nu nn 1111 IIIIIYII r Abp 1 s SIO ROOF PLAN KEYNOTES REVIOIONG PLAN REVIEW [] COW.,RETE ROOF TILE (5EE EXTERIOR ELEVATIONS FOR INFORMATION.) [] ROOF DRAIN AND OVERFLOW - 5EE PET'AiL A11/Ab.5. [e] CONTINUOUS 22 6A. 5HEET METAL CUTTER. [] BUILDING SEPARATION JOINT �J ROOF PLATFORM FOR HVAC, UNIT -VERIFY LOCATION /A W/ PEI-516N BUILDIN6 CONTRACTOR VJ © NOT U5ED i Fly DRAINAGE rRIGKET. 5LOPE 1/2 : 12 MIN. [D] BUILT-UF 4-PLY ROOF 61'5TEM. W �Q Z � [� WATER HEATER EXHAUST VENT. c pp 5EE DETAIL 02�/Ab.I. 0 N w i� III w0U [01 GONTINUOU5 22 6A. 6.1. PARAPET GAP. Z ' (PAINT) - SCE EXT. ELEVATION5 FOR COLOR. '`� 12'7'-O• METAL ROOF ACCE55 LADDER - PAINT TO MATCH W - - - - ---_- --- - - _ ------ -- ---- -- - - -- — - -- - -- ADJACENT WALL - SEE DETAIL *50/Ab.l. 0 tn 0 - � _ - I 1 A'3.o AS.o Q I ,l, in in I for tL -- �_ _. - - - - - - -- - - -- - - - - -- - - B u� T.O. PARAPET I u TO. PARAPET I IP �. � T + Z6 -O ' " 1 SLOPE I 7�.Is OI.1 C,7 I _ cp cc TO.S. TO.S. T.O.S.TO.S. TO.S.t 1 ° I + 1'I'-6� I + ID'-3� + N'-b" 1 + 1 I/ZIIZ o cIw 4 I I . �� 0 r °' p,,, I I I I f 3�15L2 -t N 1 I 1 SIM. As.oNI Q ° 2 I �� I ❑ I L] SIM. U r - - - - - ' - - - -- - - - - - -- - --- - - - �O J.. - 10 .., SLOPE T 1° • cn I/2:12 52LC�t�E — H �c Q) o v I � 1 16 11 Ab. cn ' _ V 0 � V coo o I 5LOPE f SLOPE II []5 O 25 1111111 'S \ r I T.O. PARAPET 0 J U; mV0 KEY PLAN o z U a0O ` co __ ---- 0I 'arc'—- a w • ��NID A] BID ISSUE DATE- NO. ATENO. 4 — PLOT DATE: � I 1 kam"m -- - DRAWING; SCALE PAD a 1" 0 1' DRAWN BY: --� ---- --— —__ MON SHEET TITLE: VOL _ ------ -- -- IOP DJILI71N9 ..rMf ROOF PLMI SHEET NO. 1311197-0546 1 12o0 SW Barrows Rd. .�� - -- NORTH A1.2 SHOP BUILDING ROOF PLAN „DWS: NM111-5142\25\5142.Al2DW6 DATE: NOY 25, 1111 TIME: 1:461 PM ' IF THIS DOCUMENT IS LFFG f I I1�I I II IIII II h l11T�1 III!I 111 II I III 1111 I 111 II6 Jill II IIII I III II�I 11111%�111 Itlt1 llt �� 11 l llt 1111jbI III III I111 I�II, III 111 1-111j� LEGIBLE THAN THIS NOTATION, 4 IT IF DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT. - — -- - - _ --- __ _- No 36 A1111IIII IIIIIIIII�IIII IIII IIII 1111�111111111�1111 IIII�IIII IIII II I IIIIIIIII IIII�IIIIIIIII�IIII IIII�IIII IIII�IIII IIII�IIII IIIIIIIII IIII�IIIQI illill�ll i1u�Iisiliul�lic inl�iilt n11�1n1 i1111111�ell�lllllliu�ii1111�i!i I�i�u�nni91' 111111111n�11n sn�lul Lu�n11 iniliiu KEYNOTES REVISIONS PLAN REVIEW I CORR [i J COLUMN (SEE F_jTRUGTI)RAL DRAWINGS FOR INFO) [] P0551BLE LOCATION OF FUTURE TENANT BUILD I 2 3 4 5 b OUT. VERIFY INSTALLATION WITH OWNER. I 101'-0" 29'-4" &-o* I [5 J EXTENT OF (ROOF OVERHAN6. —T 4 I2'-4' F EXPOSED GONSRETE FLOOR SLAB. FLOOR - -----,..,...-------- ------- -- ------- --------- ' - 1 ---- �- �_ ,I„ -4 '+' - "� FINISH BY OTHERS. ROOF DRAIN 4 OVERFLOW WITHIN WALL FRAMIN6. ------- I— A ' --- - -----------------.._—___—_—_--P-.�....__— � '1.��__ .-_—•-•--__—_—._--_—_--__� 1 l ( i+ 4. _ RR. �; ' ' RR i lio I 1 [e� MASONRY PILASTER - SEE EXTERIOR ELEVATIONS - ,,FIIV T 610 - 1 AND STRUCTURAL DRAWINc55. i(( W --- - _ --- ---_ .__� i I I f_ II' I CV �,' AS.o ,�____.,�;. ��._A_J� I ;7J NEW CONCRETE 51DEWALK. INSTALL PER 50!LS r 0 9 Q ( i I REPORT RECOMMENDATIONS. 1/4"/1'-O” MAXIMUM -k � � GR055 SLOPE. INSTALL EXPAN51ON JOINTS �`D T cn WHERE SHOWN (SEE AL50 NOTE •12) j O CJ - '�� 1 15 SITE WORK UNDER SEPARATE PERMIT A14D -w l CONTRACT. III w o w 11 l W J i I +� < - j [q) GUIvNELT ROOF DRAIN 4 OVERFLOOR LEADERS Q LLp �� {} - I I j 41` I I i] 4 I 4 TO STORM SEWER SYSTEM. �e 3� cb I - < < w 1101 HEAVY DASHED LINE INDICATES EXTENT OF WORK �a � SHOP - F i i 5HoP _ 6 I UNDER THIS CONTRACT. 0 w0 ' • ' i EIOJ �� FIO� ;; 6101 m ' I I _ [n j CONCRETE HANDICAP RAMP. 5EL- DETAIL 5/5A-I. 1166 SQFT I 2 14115OFT III----�� 14115OFT � - L-�, I;I ' !4'-O"- '-O �_ i,i L#-O' 4'-O" (12� CONCRETE CONTROL INT5 �[b • + T- FIN. FLT. I I 1 4 9 BELOW I 244.'15] i i BELOW b 4 , I r-.�1/VV�'�. ��✓�,✓_�ti' KEY BOX BY 'KNOX' MOUNTED • IO' A.F.F. FOR FIRE MARSHALL ACCESS. 15 �$ i i 14 LANDSCAPE AREA. -I- 144.11 h b'-g" (S) EC,IItAL SPACES III (Z) W. '"!6" (5) EQ. 5PAGE5 i i (6) EQUAL SPACES 6'-4- I -- -- -- II SPACi!`"A III 1 _ I Q I J I � I I -----_- tr I5 CONCRETE PLANTER WALL. 1:51 14 � lT -- A5ios:� __s I Is I I s i�1 U EDGE OF CONCRETE WALKWAY.IL 14406 TOb G � In - • 10 244D2 I I _.. D • o m 7 41 x,1 ,41-0" ry W'-O' 14' p■ ��. Z'-Z 4'•p« Ib'"p■ -- i.4''O" �*Z'-Z° (' ) c'') C17 �� / �I— I ��/ 0 12 cc cc 29'-0" « « . 24,1 " I 1-0■ Z1'-0" *d O O +, Z44S9 �^ TOG I 7 7qf, O M-1 o I O A'�O I 4) g • 0 Qk" �1 �" 1 }�y 1 w • .I vI cu 0 I. Iy Q NORTH PAD — A FLOOR PLAN - - ----_- ----__ _ - --- SCALE: 1/a•. r-0• 41- OM1 NOTE, EACH PAIR OF DOORS SHALL HAVE. EACH DOOR SHAU..HAVE: REI E TO SHEET A6.0 FOR DISABLED p 2 SETS PIVOTS(TOP ! BOTTOM): DORMA I SET PIVOTS(TOP / BOTTOM) DORMA ACCESS NOTES. - I�=�- = ANOVIZED ALUMINUM STOREFRONT SYSTEM-SM EXTERIOR V O C ifs OP440 X5220 OP440 X752:20 b'-b" ELEVATIONS FOR MANUF,�GTUROR AND FINISH. �3 u�AR DEPTH -----'� I LOOK, ADAMSAITE ME 'MOA I LOCK. ADAMS-RITE M3 IMA " -- __-- - 3-6 MIN. IZ - MASONRY VA,L -SM STRUCTURAL DRANN55 FOR REIW-OWAN6. - BRAG BAR L - SM EXTERIOR ELEVATIONS FOR GCLOR AND FINISH. I CYLINDERS: FEST'OR EQUAL I GYl_INDERS: TjEST'OR EQUAL 2'-0" \ 2 CLOSERS: LGN 4020 W 4020-I6 1 GLOSEPS: LGN 4020 W 4020-16 SMOOTH FINISH 6YPED. If1 ' �10" 110" OR 186(AS REQUIRED) X KPD-DK OR lab(A5 REGIIIM)) X KPD-DK —- — DEMISING PARITTION. b'X 20 6A16E METAL STUDS• 16'O G,W PAINT COLOR Jr ■' - - _ 5/a'TYPE 'X'6YPSUM BOARD AT EACH SIDE,6'SOIND A'TENIATION N,n4. u - MIN. 2 PUSH B - --- > TOILET TISSUE 3 RM55 HANDLE: ROGKYVOOD I SBA RK560 C>f.E, ROC.KWc)OD PER OWNER. f MIN. IZ" I BATTS BETWEEN 51105, EXTEND WALL TO UNDERSIDE OF ROOF eRAB BAR M PROVIDE REDUCER D15PE7'lSER STRUCTURE.PROVIDE 5/, DEFLECTION HEAD. SM DETAIL TYPE 'N TYPE V TYPE ' ') 47 1 THRESHOLD: CLEAR ANOD1zE� ALUM. I THRESHOLD: CLEAR,ANODIZED ALUM. +.p• STRIP• DISIMILAR I6 n W ANC.HOR5 AND CLIPS. W ANCHORS AND CLIPS. FLOOR MATERIALS COORDINATE NTH PIVOTS. LOORDINATE WITH PIVOTS. FRP OR EQUAL OVER _._ __.- Q SIM. WAS GYP.BD. �0 PER ADA CLEAR z in FURRING 1 WV50NR1'WALL; 5 5/6'x 20 GAUGE MFThL 5T1A5 0 Ib'O.C. I SET WEATHERSTRIPFING I SET WEATIERSTRIPPIR5 ,e� h � + - - W 5/6'GYPSUM BOARD AT ONE SIDE, PROVIDE R-li INSULATION BATTS BETWEEN STUDS. EXTEND WALL TO b' ABOVE HIGHEST �ld�V �M4 TOILET TISSUE -_- ___- fib. EACH DOOR SHALL HAVE: EAC+' )VOR SHALL HAVE: DIS Q GLOTF[5 HOOK �, g -- DIS+'EHEETt AD.EGENT CEILING. SEE DETAIL la 1 1/2 PR BUTT HINGES: McKINNEY TB7114 1 In rR BUTT HINSM, WKINNE'' T157114 PER ADA-- 4 1/2'X 4 1/2" 4 1/2'X 4 1/2' / I LATCHSET: 'SGHLACE'LEVER HANDLE SELF-COVE DISI'fNSl�t I _1 '�'�"�- FURRING 0 MAISONRY WALL: 6'x 20 6A16E METAL STUDS• Ib'O.G. I LOGKSE i: 5G+LAGE'LEVER HANDLE W PRIVACY LOCK. S+�T VINYL • -- - -•- --- 1 - - MV 5/D'6YFbUM BOARD I,T ONE SIDE, PFC r IDE R-19 INSULATION _ - --- BATTS BETWEEN STUDS. EXTEND WALL TO b'ABOVE H16HEST (n I STOP(WALL MOIM'1fD): 405 _� _ -- - ADJACENT CEILING. :�DETAIL�2 91M. Z W I CYLINDERS: TS�T'OR EQUAL I�.+E'f SiLENGERS aga I CLOSETtL1 LGN 4117 "—' EACH ODOR SHAT HAVE: 1 p \ / I w I SELF-GO '51$T "' PARTITION, 5 5/6' X 20 OA40C METAL STUDS• 16"OL.W 5/D" rn I KICK PLATE: WH X 050' THICK 1 In PR BUTT'HIWA5. McKINPEY T52T14 ELEYAT I ON A FLAN AN Y I EaY`l A�- FLOORING,COLOR r Z BY OWNER 6YP�aUh1 BOARD AT EACH SIDE. PROVIDE MOIr1URE RESISTANT PUSH SIDE. GYPSUM BOARD IN RESTROOM.EXT130 WALL TO b'ABOVE HIOHE5T V TYPE 'D'. TYPE'E' 4 In' x a In' 1 TH REMOLD: ALUMINUM W ANCHORS I LOCKSET: '��'LEVER HANDLE ADJk2W GEILIN6 . SEE DETAIL WITH SOUND INSULATION. KEY PLAN AND CLIPS. I CYLINDERS: BEET'OR EQUAL DOOR DOOR DOOR FRAME FRAME HDA A6.2 � W ! THRESHOLD, ALUMINUM W ANCHORS SMOOTH FINISH 6YPBD. SMOOTH FINISH 6YPPO. ` TYPE WIDTH HEIGHT THICKNESS CONST FINISH GONSr FINISH GRDUP I SET WEA7HER9TRIPH'IN+6 — AND CLIPS. PAINT COLOR PER OWNER � PAINT COLOR PER O'44M MASOW'I`SHEAR WAl(SET STRUCTURAL DRAWINffr)WITH FURWN6, IL O 7'-0" 15/4" 1'i UM' ANODIZED ALUM ANODIZED I I SET VEATHERSTRIPPIN6 '1/8'HAT PURrtIN6 CHANNEL 1 Ib'O.G.W 5/6'6YP5UM BOARD 0 0 GLASS FRP OR EQUAL OVER -FRP OR EQUAL OVER SEE OE AIL 14 ALUMJ WATERPROOF 6YPBD. - � / WATERPROOF 6YP9D. a 15/4" GLASS ANODIZED ALUM. ANODIZED 2 HARDWARE GROUPS _ W Ix O 51.0" 71-0" 1914- HOLLOW PAINT HOLLOW PAINT 3 �T� — — AND SP3 WALL-5/6 STRUGTi1RAl. SJM BOA FOP STUD SIZE METAL METAL AND 5M KkL Al 5/a TYPE 'x AL PR BOARD EACH SIZE. o = m (A) 11�E FOLLOWING SHALL APPLY TO EVERY DOOR SERVING A5 AN AG:E86 TO AN EXIT,A5 BEA Cp� g'.0' 1'-0" 15/4" Y S.C. STAIN �NlETAL PAINT 4 AN EXIT OR WRY�N6 HAZARIM ROOMS OR AREAS. N (_ LLOH --✓� v .i Z4'x4D' - m 5/4" HOLLOW PAINT HOLLOWT;z;�—F- 5 �) 96GTION IlOa.4 OF THE 14°16 0556 SHALL Ar�PLY TO ALL DOORS,RE6ARDLE«J6 I " B'-0" MIN MIRROR -GLOlTfS WRAP 4OT WATER METAL METAL �, OF OCCUPANT LOAD. �-J,�� 'B f� FORM FITTING LINES W PAPER TOhEI_ I � •• i BID ISSUE DATE: (C) DOORS EQUIPPED WITH SELF CLOSING DEVICES SHALL BE OPERATIVE AT ANY POINT IN 4 INSULATION-- -�019PENSER p r - JOB NO. THEIR SHINS BY NOT MOf+.E THAN I: POUNDS PRE551JRE APPLIED AT THE OUTER EDGE I PLOT DATE - • — - di HARDWARE, --- - --- - ` 1-29-46 (A) DOORS WITHIN AN AGCE55 TO AN EXIT AND EXIT DOORS SHALL BE OPE�NABL E FROM THE $3 Q Q « Q AL�tT`30HOb —= DRAWING SCALE: INSIDE WITHOUT',HE USE OF A KEY OR ANY SPECT OR ALL Z - J d AL KNC�W.®6E EFFORT AT A, T1ME5 � � � f ,� � ;� � _ � � . l � 1 1. ,- WHEN THE PORTION OF TW_BUILDING AREA SERVED IS OCCUPIED. d , b y —^ DRAWN BY: (IB) ALL EXTERIOR DOORS SHALL HAVE WEATHERSTR.IPPIN6 AND THRESHOLDS. � _ � �F M1 �j jr _ _ i I SHEET TITLE: (G) HAND ACTIVATED I'ARDWARE SHALL BE GETITERED BE imm 50" AND 44'Arf. �`` " PAD- A (D) DOOR CLOSERS TO BE PARALLEL ARM,MOUNTED ON INSIDE DOOR DOOR FRAME TO BE SELF-COVE WRAP HOT WATER -F" 6 MAX. " loft F� �� j= PAD- PIAN PREPARED TO MATCH. GI.USEIR5 ALWAY5 TO BE LOCATED ON PRIVATE SIDE OF DOOK SHEET VIS- / WASTE LINES W/ SFIEfT VIM'I (� SPACE SHEET ';RYL ELEVATION B �NSULATION"G ELEVATION G VATION P SHEET Na. _ _ 14200 SW Barrows Rd. bof�3. A2.0 DOOR SCHEDULE — _ DOOR NOTES TYPICAL RESTROOM PLAN &. EL.EVATiONS WALL_ TYPES �_ECEND -- --- --- ---- -- - -- - ------ - --- - --- - ---- _— --- - --- --_ ------ - -- --- --- - ------_ __ 2 _ - -- - -- - -- - - .----- ----� SGALE: 3/6" a 1-0'- ' DWG, N:\q-1-15142\25\5142-_AZO.DNS DATE: NOV 24, Ig41 TIME: 2:01 FTM as�..•.w , IF THIS DOCUMENT TF LESS �1 111711 111 .!11 IIT 11! I ! !11 III!�! I I III Ill I�7 117 111 ►[► 111 I 1111 111 III I I !!! !11 11! 1 I III II! III ! 1 !�! T,l 1�1 I 1 117 11 111 I ! III 111 1111111 111 III !11 I { - - - + LEGIBLE THAN THIS NOTATION, I I 1 - I �_I._ I _l_ l--I__.t-_�_4� I ' �l 1 �l I._�_.,_-I �L ( II�__� �l •� �� I I i I I �� C l IT IS DUE' TO THE QUALITY OF THE ORIGINAL DOCUMENT. No.se b t9l, rL L88Tlll�illllilll�llil illl�illi IIIflllli ►Illfl!II 11►I�IIII I►11I1111IIInIIIifIiulllnllll11i1nI Iu1lnu IIIIII111 11111►1111IIII1111 ulllnn IIIIIIiII unlln�Iun II 11111InIiI1IInI111I1IIInI!11i�11 r � r •r. / y 1 1 i e 1 I , dO 1 Y F • • - 04 M , • A • r REFLECTED CEILING KEYNOTES REVISIONS ' PLAN REVIEW ; I GORR.-I/2B/q8 EXTERIOR 5YNTHETiG PLASTER SYSTEM - PAINT MILLER 'NUT-IES DU5T' #77hIW I 2 3 4 1` - --- --- - - - - - - --- --- - -- ISI'-o - - - -- - - -- - - - 5 b [21 E.I.F.S. REVEAL. (SEE DETAIL 21/A6.1) GEILIN6 AGGE55 HATCH. (SEE DETAIL 2b/Ab.l) I b J `I HOUR HATCH O I-HOUR ENCLOSURE: ^-- [4) ATTIC VENT. (5EE DETAIL 26/Ab.l) �- � I NO GE11_IN6 - OPEN TO STRUCTURE ABOVE. _ __ A rn ------ ------- -� I Ib) STRUCTURAL COLUMi1 LOCATION. s N I - j• HIDDEN LINES 5HOW SIDES OF T-BAR GF-ICING W TO BE ATTACHED TO PARTITION PER UBC, TYP. zm ' 09 ( I bj HATCHED AREA INDICATES EXTERIOR SCD YNTHETIC L + I i i i I Cl PLASTER SYSTEM. 5UB5TRATE TO BE 1 � r------- --- III I r r i ZQ 5/8 TYPE X 6YP5UM BOARD. - PAINT MILLER -- { 'NUTME6 PU57 �'T761 W /•._ -�. w zap .r r �z o LL 05 U) cr - - -- - 9 0 I I II II u I I m � I I �r II I a A SYM. t a;. I= c . II II .. � III .II . .� _s 4 41 CEILING LEGEND .�.� — - ----s - - - - 0 ATC f� C'- l O q Q 2'X 4'AGCOUTICAL TILE CEILING,N55LRID- 5E£ � � 2 E.IP5. ,. , . ' _, •. .• SYSTEM IF.5.EXTERIOR " I TER a _ E. SYNTHET G PL./5 , ELFS. - - - 4 M_.. PAINT MILLER 71lTT'E'fi DUST"•'T1bIW s.„ k•. . IF IFS, 4 E.IFS. 4nyt+� 12'-0' 2'X 4'FLUOR FIXTURE W/PRISMATIC LENS • I I I VERIFY LOCATION W/DESIGN BUILD CONTRACTOR bA b 2'X 4 FLUr4t FIXTURE W/PRI5MATIG LENS 4 Q in N A5 o A8.0 A5.0 EM�ER6ENGY PACK-VERIFY LOCATION OV CD co c0 DESIGN BUILD CONTRACTOR �� M GEILIN6 MOUNTED EXIT 516N ^ � cc W/EMER6ENCY POWER BACK-IIP KA" HEATER ABOVE GE!LIN6.MOUNT WATER HEATER �... TO ivN L..VERIFY LOCATION W/DESIGN BUILD C,0 TRACTOR SUPPLY AIR GRILL -VERIFY LOCATION W/DESIGN O L4 II�VI BUILD CONTRACTOR • �� .0 ® �� o, RETURN AIR GRILL -VERIFY LOCATION W/D[516N BUILD CONTRACTOR LOCATION OF FUTURE LIGHT FIXTURE.PROVIDE 10 BLOCKIN&FOR FUTURE INISTALLATIOK ��rr 110R'1H - - - LOCATION OF FUTURE PARTITIONS 1:,4 �� < PAD A - REFLECTED CEILING PLAN ---------------__— _-- -- - - __ 1 ROOF PLAN KEYNOTES � a ! ROOF DRAIN AND OVERFLOW - SEE E' DETAIL #II/A6.3. [?� ROOF PLATFORM FOR HVAC UNIT -VERIFY LOCATION cn W/ DES16N BUILDING CONTRACTOR 0 ,� r~ 2 ------ -- --- -- - - 3 -- -- 1011-0• C4) -- - ----5 - 6 �J NGT USED 0 r- 261-4" 2b'-4" b [al DRA i NA&E CRICKET. SLOPE 1/2 12 MIN. 00 . � U BUILT-UP 4-PLY ROOF 5Y5TEM, U� . ) a WATER HEATER EXHAUST VENT. En rw ir o o 15'-2" T0;9/ 0 o SEE DETAIL #27/Ab.1. U o 0 CONTINUOUS 22 6A, 6.1. PARAPET GAP. (PAINT) - SEE EX ELEVATIONS FOR COLOR. P ' 4 4 0 HATCHED AREA INDICATES 5/8 TYPE X GYPSUM BOARD BACKING FOR CONTINUOUS 4 22 6A. 6.1. PARAPET GAP. 4 ��` (PAINT) - SEE EXT. ELEVATIONS FOR COLOR. I _ _ I 4 I Q I I Ib HATCHED AREA INDICATES 5/b" TYPE 'X' I 14-5 TOS i 4 9 �HO R F , RATYPSUM BOARD E OW ROOF DECKING FOR 6 I I " I MIN. 4 0 c 4 4 4 (`- 4 z_ w J z \ - z bA 5YM. U (� v ASO I I KEY PLAN a W \ \ I ID I ry Q � \ � \ `\ , fi "'� �►$.; IS'-4• roe 20 � a eA 0 ------— --- \ I r - - -- - G �_ -- -- - O W N = W 151-61, T05 - --- ` ---- ------- -`--- ---- -- --- — p ♦s(IOP BID ISSUE DATE: I I ,IVB NO. --- 47�142�5 14 ( l 1 PLOT DATE 6A 6 7 .. 1-2b-4b A A5.0 A5.0 Munk m \\ r DRAWING SCALE: Iq - PAD 10 I" , I, DRAWN BY: - _ - -- SHEET TM-E: PAD A-REFL.EGTM CEILING, 4 ROOF PLAN SHEET NO. nu ry 1-wNo 14200 SW Barrows Rd. 9of23)rr NofcTraA21 PAD A - -ROOF---PLAN SCALE: I/a' • I'-0• r�oR»+ ` DWG: NA4g1-5142\25\5I42_A2I.DWE DATE: NON/ 25, Ig4T TIME: 2:14 PM 1 I I I I I I I I I I 1 1 1 1 1 1 1 �7 1 I T l l l l l l l 1'1 1 1 1 1 1 I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 T 1 1 11 1 11 I IF THIS DOCUMENT IS CRSS I ....... ...„ e � �►� Woo LEGIBLE THAN THE QUALITY O IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT. -- III IIIL I IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII (IIIIII I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIl1I1111IIIIIIIIIFI,IIIIIII IIIIIIIIIIIIIIIuII IIIIIm,11111119 i111II111(III 1111 iIl111►IIIIIIIIIIII 1111I1111111u1nn 9nIul1llllllnn n ullln culull 111 Y111 K E`!NOTES REv1810N8 " PLAN REVIEW CORR.-I/2b/9b COLUMN (SEE STRUCTURAL DRAWINe FOR INFO) t P05515LE LOCATION OF FUTURE TENANT BUILD OUT. VERIFY INSTALLATION WITH OWNER. — 131 EXTENT OF ROOF OVERHANGS. — — 14 1 EXPOSED CONCRETE FLOOR SLAB. FLOOR — I I 2 5 '4 S b FIN)5H BY OTHERS, i ROOF DRAIN d 0,/ERFLOW WITHIN WALL FRAMIN.6. r� T, ( 16 11MA50NR PILASTER - SEE EXTERIOR ELEVATIONS AND STRUCTURAL DRAWINGS. III • Wi N NEt:ONCRETE 51DENA.LK. INSTALL_ PER 50!L5 r " `n N 9_ ' ,e,5.0 � A5.0i � ' REPORT RECOMMENDATIONS. I/-+';/I'-O" MAXIMUM 4, g � CRO55 SLOPE. INSTALL EXPA14SION JOINTS � UJI � i F « ' I WHERE SHOWN (SEE AL50 NOTE #I2) a 0 / 22 a 14-O' Z4'-0' I4-O I _ 22-O ■ » » 161-00 " r « b SITE NORK UNDER SEPARATE PERMIT AND -w yy�� / 4-0 4-0w 1O-O 4-0 I'-4" 4-0 Ib-0 4-0 I"'� 4-O 10-0 4 4-0 I- I Z Q ' TVR. � I � , CONTRACT. - @T4M30 I ' Q o G� �- - --- -- _ �qJ CONNECT ROOF DRAIN OVC-RFLOOR LEADERS F- 0 _ ' -- 3 I(�T - I '- -?'- '"- -- - TO STORM .�Er{ER SYSTEM. r Q� lio _ A i iOj HEAVY DASHED LINE INDICATES EXTENT AO c`np >04 , - -- -- M - - UNDER THIS CONTRACT. (06 9 00 co I m 'b b 1►b 2 22'-4 '-b" -10" '2 14'-0" '.I » _b" -C'-4" Ab Z » 4'...� - - - I u_j CONCRETE HANDICAP RAMP. SEE DETAIL 5/5A-1. s 1 2M Q 24".'M Q — $ M�.r� Q I • I < I 705 a I T _ .t T05 - - �. - - -- B 1i-1 CONCRETE CONTROL JOINTS 15 am ISL50 i I 14�, 1 � f 113; KEY'BOX BY 'KNOX' MOUNTED 0 10' A.F.F. FOR I4 FIRE MARSHALL ACCESS. b 14 7 (4) EMA- SPACER + (2J EQ. Jb (21 ED + (4) EQUAL SPACES T-0- -01, I ` ! ' - SPACES SPACES ' .01- 1 • �. n n - 1 1.41 LANDSCAPE AREA. s I is I GONGRETE PLANTER WALL. ( 4 o BELOW BELOW 4 tj] 41 Q k ! A6.2 A6.2 + PIN. PLR. A6.2 Ab.2 � X16 EDGE OF CONCRETE WALIGWAY. � ° - ---- ------- � • 4'-0« :-0 1 III -J --�-- _ice^_./ - - '•�, "r--- i SHOP H SHOP J SHOP_ K r-•�-- HI01 JI01 Kk_ 4 I 4 Q 1333 STT Mw SOFT I 1333 SOF-i I I I G • co In10 � cv � m C7 P7 er c c L- -� -, TYPICAL ALL I RESTROOM5 AS.o I as >+ I ( �` As.o � I I • � • a Kit Ql �R�P' y-1;,R �D I H102 1 D I J102 ) I . HIO2 D —_ iii g iii S D F4 1 1i1 111 1i1 � i to � L------------ ------- --------� '-------- ------ ' ' ---------�-"- CCS .� NORTH ^� p� SHOP #3 FLOOR PLAN 1 :�� v a o -- - SCALE t/8 I'-0" LA �«Z NOTE: v� EACH PAIR OF DOORS SHALL HAVE; EACH DOOR SHALL HAVE: REFER TO SHEET A6.0 FOR DISABLED - - _ ko 1 SETS PIVOTS(TOP! BOTTOM): DORMA i SET PIVOTS(TOP/ BOTTOM): DORMA ACCESS NOTES. -z_ ANODIZED ALUMINLM STOREFRONT SYSTEM SEE EXTERIOR V o OP440 X 75220 OP440 X 15220 b'-b" ELEVATIONS FOR MANUFACTURER AND FINISH. ��1e C42M DEPTH �V o� I LOCK, ADAMS-RITE M5 1650A I LOOK: ADAMS-RITE MS IMA 31-6" MIN. 12" — ---- - ]MAK MASONRY WALL -SEE STRUCTURAL DRAMUN65 FOR REINFORCING. ° I CYLINDERS: 'BEST'OR EGUAL I CYLINDERS: BEST'OR EQUAL �,-O» SEE EXTERIOR ELEVATIONS FOR COLOR AND FINISH, 2 GLG'SEi.5; LGN 4020 W/4720.16 I GLOEERS: L.GN 4020 W/4020-I6 SMOOTH FINISH 6YPED. � OR 166(AS REGIUIRED)X KPD-DK OR 186(AS REWIRED) %KPD-DK PAINT COLOR, SINGLE ROLL 6/8'TYPE 'X'GYPSUM BOARD AT EACH SIDE,b'EiG><UND ATTENUA i ION 10" � 10" 'k DEMISING PARTITION: b'%20 GAUGE METAL STUDS� Ib"O.G.Wl MIN. - MIN. 2 PUSH BARJPULL HANDLE: ROGKWOOD I PUSH BARMuLL HANDLE pxhW00D PER OWNER. - 1, :: TOILET TTSSLIE 3-b MIN. IZ f RA ` BETWEEN STUDS. EXTEND WAIJ-TO UNDERSIDE OF ROOF (tl3 RM35 W/RH360 RM3S W/RY060 ( DISPENSER -- - i " 4) ow BAR PROVIDE REDUCER STRIUC 'ARE•PROVIDE 3,4 DEFLECTION HEAD. SEE DETAIL Ib h TYPE 'A' TYPE 'B' TYPE 'C I THRESHOLD: CLEAR ANODI= ALUM I WESHOLD: CLEAR ANODIZED ALUM. 2'-0" STRIP• DISIMILAR W/ANCHORS AND CLIPS. W AIK.FIORa AND CLIPS. Q FLOOR MATERIALS -41 Q Z 2 COORDINATE WITH PIVOTS. COORDINATE WITH PIVOTS. FRP OR EQUAL OVER - 91M. 1 5ET NEATHESTRIPPIN6 I SET WEATHERSTRIPPING WATERPROOF 6YPBD. �, q PER ADA --- A K1 ry ---.•- -••- FURRING a MASONRY WALL: 3 5/8' X 20 6N1fiE METAL STUDS• Ib'OL. Al 5/8'GYPSUM BOARD AT ONE SIDE, PROV'DE R-II IKSULATION �V &ROUE'04 TOILET TISSUE "_ -� ��, » BATTS BETWEEN STUDS. EXTP.�WALL TO t ABOVE H16HE5T EACH DOOR SHALL.HAVE: EACH DOOR SHALL HAVE: D1 ~- , 4 CLOTHES HOOK (, \ = VI�SPEW`ER AD.EGENT CEILING. SEE DETAILCAlbII/2PR BUTTHINGES, McKINNE''TB2TI4 1 1/2 PR BUTT HINGES: WKINNEY 787714 PER ADA - 4 1/2'X 4 1/2" 4 1/2' X 4 1/2' PAPER TO I LATGISET: WAA6E'LEVER HANDLE SELF-COVE - � � DISPENSER I � _ � ��'�^" FURRING o MASONRY WAN: 6'X 20 6� ti 5 .? Ib'O.G. 0 o I LOGKSET: SOHLA6E'LEVER HANDLE Al PRIVACY LOCK. SHEET VINYL g 1 L W/5/8'GYPSUM BOARD ATONE SIDE, V NIDE 'LA '�ll'1 I STOP(NWl MOUNTED): 403 BATTS BETWEEN 5TUD5. EXTEND WALL TO b'/ ' I CYLINDERS: BEST'OR EQUAL AC'JAGENf CEILING. SEE DETAIL 1�SIM. I SET SILENCERS At z I CA.OWt5: LGN 411TIsgar - w EACH DOOR SRNLL HAVE: ELE Y AT I O I�1 A I- AN \11='N VINYL LOORIN6��LOR PARTITION: 3 5/6'X 20 6AGl5E EfAL STUDS• Ib"O.G.W,5/6" Z 1 KICK PLATE: b H X ASO' THICK I I/2 PR BU IT HINGES: McKINNEY TT32T14GYPSUM BOARD;•T EACH SIDE. PROVIDE MOISTURE RESISTANT - PUSH SIDE. BY OWNER TPE�V TYPE 'E' 4 1/2 X 4 1/2 6YP5UM BOARD IN RESTROOM.EXT' WALL TO b ABOVE H16HE5T � V Z I THRESHOLD: ALUMINUM W/ANICHOR5 I LOC.K.�ET: SGHI.AISE'LEVER HANDLE- ADJACENT CEILING . SEE DETAIL 20 WITH SOUND INSULATION. m 0 AND CLIPS. I CYLINJE'R5: BEST'OR EQUAL S f\E Y PLAN N oZw DOOR DOOR DOOR FRAME FRAME HDW. I THRESHOLD: ALUMINJM W/ANCHORS TYPE WIDTH HEIGHT THICKNESS CONST FIN15H CONST FINISH GROUP I SET WEATHERSTRIPPINEs AND CLIPS. - 9000TH FINISFI 6YPBD. - SMOOTH FINISH fdYPBD. --+ MASONRY e�HAL(StE STRUCTURAL DRAWIN65)WITH FTURRINB: a �' /•� b'-O" ALUM/ I SET WEATHMSTRIPPING PAINT COLOR PER OWHER. -�. PAINT COLOR PEEL OHNER. _-- --- a Q) 7/b'HAT FURRING CHANNELS• Ib'O.G.W/5/b'6Ya.�UM BOARD T'-O" 13/4" ANODIZED ALUM. rNODIZED I OLA55 FRP OR EQUAL OVER �p� AiUM./ ANODIZED ALUM. ANODIZED 2 \�. FRP OR EQUAL OVER F$DETAIL WATERPROOF 6YPBD.-- WATOUROOF 6YPBD. A6� - - -- - -- - -- - --.T_--- -- o/ 3'-O" 7'-O" 13/4" / 5W SCa. �� _ a" �--/ ciLA55 HARDWARE G R C7 U P S -- —--- --- -- ... - - -- T � w T-0 1 3/4" HIOLLOLW PAINT OLLOO-W PAINT 3 -� -- BEARING IN 1 -516 S YPIE 'X'6Y DRAWINGS FOR EACH SIS — -- m q AND SPACING WI 5/D" TYPE 'X'GYPSUM BOARD EACH SIZE. Y"0 Z J - (A) THE FOLLOWING SHALL APPLY TO EVERY DOOR SERVING AS AN ACZESS TO AN EXIT,AS li`T 1 p 5'.0. T-0.113/4" S.C. STAIN HOLLOW PAINT 4 AN EXIT OR FIG HAZNRDOIUS ROOMS OR AREAS. O WOG D METAL ✓��. .�,Vv �wv'�.✓ f .; FCv .AI 24 x48 . • `�� < -- 7'-O" 3/4" HOLLOW PAINT HOLLOW PAINT 5 (b) SECTION IIOAA OF THE 1946 O55G SHALL APPLY TO ALL DOORS,REx�ARDLE55 \ " 5'-0" MIN MIRROR G WRAP HOT HATER ' .. O 3'O" ! WA51T` LINES MV �1pP 810 ISSUE DATE: METAL METAL OF THE OCCUPANT LOAD. GRAB BAR HOOK PAPER TOWEL POEM FITTING DISPENSER -- (C) DOORS EQUIPPED WITH SELF CLOSING DEVL:E3 SHALL.BE OPERATIVE AT ANY POINT IN Zj INSULATION - JOB NO. THEIR SWING BY NOT MORE THAN 15 POUNDS F°F+ESSIME APPLIED AT THE OITC-R 1�E - \ -.- --- 4'T-5142.5 O - • — PLOT DATE: HARDWARE: L "• 1-26.48 (A) DOORS WITHIN AN AC<.Er%TO AN EXIT AND EXIT DOORS SHALL.BE OPENAPA-E FROM THE s --- \ N�RTi01� _ r�- DRAWING SCALE: INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOH EDGE OR EFFORT AT ALL TIMES SOAP ,t ;t T� z z I a� � ��b e� I» - WHEN THE PORTION OF THE BUILDING AREA M VPD 15 OCCUPIED. 1 VISPEN5ER u5 F - I 1 DRAWN BY: i- 03) ALL EXTMOR DOORS SHALL HAVE WEATHERSTRIPPIN6 AND THRESHOLDS. SHEET TITLE:— (G) HAND ACTIVATED HARDWARE SHALL BE CANTERED BETWEEN 30"AND 44' APP. - b" MAX: /� - --- - PAC B (I'' n�:OR CLOSERS TO BE PARALLEL ARM,MOUNTED ON IWIDE DOOR DOOR FRAME TU BE WV-COVE WRAP HOT WATER SE.F-COVE KIS SELF-COVE FLOOR PLN' SHEET VINYL t WASTE LINES W/ SST VINYL IN SPACE SHEFT VINYL / G PF� �D TO MATCH. CLOSERS ALWAYS TO BE L.OGA1'E7 ON PRIVATE SIDE OF DOOR MIN pri._FT Iv7 ELEVATION 5 ;TION ELEVATION G ELEVATION P BUP97-0546 14200 SW Barrows Rd. A3.0 DOOR SCHEDULE DOOR NOTES TYPICAL RESTROOM PLAN & ELEVATIONS WALL_ TYPES LEGEND0 SGALE 3/8" = 1'-0'. N�ItTN DW6: N:\47-5142\25`5I42_A5O.VH& DATE: NOV 24, 1947 TIME: 2:06 IF THIS DOCUMENT IS LESS III II III III III�III�I�I�III II Ij,IIIII III IIT 1�T11�11111 III I VIII 111 III IhI�III III II111 I'�II III III I I III 111 l�l 1 1 117 1�1i1�1II11 III III 1111111 III III 11111'1 T OF 111 I^ ��j� l t 1 LEGIBLE THAN THIS NOTATION, �J IT IS DUE TO THE QUALITY — / Ho.oe •.:sem... THE ORIGINAL DOCUMENT, TT - - t1L Toillill 6 614�--t9l, III �11 6 It L �0 L 8 t II1�9 t L t 1 9 t 1 4 t I t I :" i I �t I i I 83��Jugu I 11 1 11 1 C I IT r«:�VIit, II�IIII IIII�IIII�IIII IIII�IIIIIIIIIIIIII�IIII IIIIlIIII IIII IIII Illhllllllllllllll IIIIUIII Iflllllll IIII NIL IIII IIII IIII IIII IIII IIIIIIiII 1111 1111 IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII n nn un nn nn nn nn n11 nn nu l!►Ilull REFLECTED CEILING KEYNOTES REVIR910N8 PLAN REVIEW 4 EXTERIOR 5YNTHETIC PLASTER SYSTEM - PAINT — - -- - -- - - - - - -- - - - - - MILLER 'NUTMEG DUST' *-Mb I W 121 E.I.F.5. REVEAL. (5EE DETAIL 21/Ab.1) - II I i 1 - GEILIN6 ACCESS HATCH. (5EE DET/,;L 25/Ab.I) �I-HOUR HATCH i I-HOUR ENCLOSURE:y� ff ' [41 A rTIC VENT. (SEE DETAIL 26/Ab.1) NO GEILIN6 - OPEN TO STRUCTURE ABOVE. — , STRUCTURAL COLUMN LOCATION. i I I b � AS-o A5.o I : Q HIDDEN LINES 5HOW SIDES OF T-BAR GEILINS W TO BE ATTACHED TO PARTITION PER UBC, TYP. ' 12' (12'-0' Is'-0' ' HATCHED AREA INDICATES EXTERIOR SYNTHETIC 4 4 4 _ PLASTER 5Y5TEM. SUBSTRATE TO BE I W °' - 5/8" "TYPE 'X' 5YP5UM BOARD. - PAINT MILLER f 50 ,0" Z 'NUTMEG DUST' #7MbIW cn w j Q o 'fir Q - Ab-2 � � f � /_ ate■ w ��. � . L um Qac, r� r - - 1 -- - - - _ -- - - - -• �� vow bA 51M. "1 4 -- - I - -- I - 141 to > N co A'.f.0 d _ . : 61 00 ,N, I I CIO]- - I rI I 1 - -- - -- CEILING LEGEND '' � r .� IbZ t� r -f__t u ATG-I zi ) 2'X 4'AC.GOIITICAL r.Lt GEILIN6,F199AM -SEE A6Z Abd '�` "► s - . I E.It9. - -�- -- - E Its EXTERIOR 5YNTHETIC"TER SYSTEM PAINT MILLER%TMW DUST'WM61W I I I 4 2'X 4'FLuoR FixiueE wi PRierlAnc LER ' Lo co VMFY LOCATION W OM16N BUILD CONTRACTOR �, co co - + I r- en 2'X 4'FLUOR FIXTURE W M5lMTIC LEN5 4 m cQ ElYE.R,6f:NGY PAG/C. - VERIFY LOCATION W/ IDM16N BUILD CONTRACTOR ® co co CE11.I46 MOUNTED EXIT 51ON W/EMER6MY POMER BACK-UP ►-r 10�, -'T WATER HEATER ABOVE GEILINS.MOUNT WATER HEATER ATfA ATC-I AT CA ATC-1 ATG-I ATG-I v TO MULL. VERIFY LOCATION OV OB16N PUILD GOWRAGTOR y y� SUPPLY AIGONTR�GLLOR-VERIFY LOCATION W/DES16N . • .O0 Lz" P'� 4 RETURN AIR 6R1LL -VERIFY LOCATION W/M16N BUILD CONTRACTOR 0 "ATION OF FUTURE LIGHT FIXTURE.PROVIDE BLACKING FOR FUTURE INSTALLATION, N NORTH LOCATION OF FUTURE PARTITIONS PAD B - REFLECTED CEILING PLAN .� _. ___...—_.._ 1 ROOF PLAN KEYNOTES -SCALE ISD' , I'-O` j I j ROOF DRAIN AND OVERFLOW - SEE DETAIL #II/Ab.5. cu 4 5 [.2] ROOF PLATFORM FOR HVAC UNIT -VERIFY LOCATION W/ DESI5N BUILDING CONTRACTOR O t 1 N o r- NOT USED � I f I U DRAINAGE CRICKET. SLOPE 1/2 12 MIN. U o i 0 [] BUILT-UP 4-PLY ROOF 5Y5TEM. [6 J V4AT'ER HEATER EXHAUST VENT. �+ q SEE DETAIL #21/A6.1. I I AS.O AB.O I .O I 1q Q CONTINUOUS 22 SA. 6.1. PARAPET GAP. g 1 14 (PAINT) - SEE EXT, ELEVATIONS FOR COLOR. C © HATCHED AREA INDICATES 5/8 TYPE X ---- - -------------- --- ---- 6YP5UM BOARD BACKING FOR CONTINUOUS A 22 G 6. . P PET G P. ? I I � (PAINT) - SEE EXT. ELEV,�TIONS FOR COLOR. HATCHED AREA INDICATES 5/8" TYPE 'X' 1 I� 14 i (-�, 1 b SYP5UM BOARD BELOW ROOF DEGKIN6 FORD �- A-- g I-HOUR FIRE RATIN& � < Q q I 6A SIM- LJ A5.0 20 cc ZW --- p J z W Z i � U KEY PLAN o - w 44 Qom C � �' m p a0 i— 0 I6 1'1 Ib 17 \ _ I __ 5W 5GFIOLLS Ft�RR1'ROI1D - �` O m _ = J PMA U) < b L1 � Q r,Npp BID ISSUE DATE: BlD6 �•j,�Z _ JOB NO. _ �`' 4'T�SI42�S 1�l \,J — PLOT' DATE: 14 k ;1 f I �4.� ` hlxR1+SM t ' DRAWING SCALE: 0 ' o �� ' 0 0 �� DRAWN BY: -� --`- SHEET TITLE: PAD 13-�T® 1 _ CEILINS 4 ROOF PLAN 14'•-�i" � -$ � 13'-0" _ � il'-q" -�, 71 � Mme"- � ,,. SHEET NO. IiUI'y!-UN4b 14200 SW Barrows Rd. i - A3.1 Irl oe�.)< < NORTH PAD _B - ROOF PLAN _ SCALE: Iro• = ir-ol 01616: NAdI`7-5142\25\5142_A5l DW6 DATE: NCV 25, Illdr -TIME: 3:29 PM . ` ,TI�ilr III III �rII III IjI III iji iii 1 1 111 III 1m T1- III TIT IIII 1 111 III 111 111 111 III IIII I III III 111 1 I III TI1 I�I I T 1�T 1�T 1�1 T 1111 III 11i 111 111 111 IIII 1 -*' .. _.,-- ,,,,..,: :�_.. __ - ,. r.._._. , ._ _ _. ._. ,., � 0 IF THIS DOCUMENT IF LESS LEGIBLE THAN THIS NOTATION. — --!- 1�--- - � I l� I �l �l_�_`�_.-• I I -�--- �L �1---- I ��1 I � G IT IS DUE TO THE QUALITY OF RL4 "� ��/ im THE ORIGINAL DOCUMENT. A ! -I�8--k1t 8�E L�` L 111 BT I L'11111119111111111112111,11 1ST 19t1�T I St IGT I Tt I T !7111111111'11�11_1111111 �Lllllllill 1111 T1911 ITIm IIIIIIIII 111llllll IIII IIII IIII III! III! IIII n,1 Uu1Ul U11 nU TUIIIII In111u1U11 UII !III !!n un nn nu nn nU IluU 6 z ELEVATION KEYNOTES REVISIONS NOTE: ALL COLORS AND FINISHES TO MATCH F T D C0 Y AL5ERT50N'5 BUILDING. -- -- �-' 5HOWN FOR REFERENCE ONLY 5lM. 51M. 14 I I CONCRETE 'SHAKE' ROOF TILE -- - --- __. MANUFACTURER L FETILE 015HCL32&5 - ---- -- FOR5HORTENED ELEVATION ODII L _ L� i COLOR: EQUAL TO MONIER 13RIARWO ' 145 — _^ 25 24 I I6 i1 I _ 12 r '� �_--- --t -• I (� gab. [ I P•b. b-o• 12 J STRUCTURAL BRICK - 4xP x l6 I�11 ��J lad � Ce � -{-�1 s1 s 10� I i (s ----�-- -__... MANUFACTURER: INTERSTATE BRICK O T.D. PARAPET ---- ---- ---------1 +22'-0" SPLIT-FACE CONCRETE MAN50NRY UNIT N ------------- --� - - - - - - - - - - - -- - - - - - - - - - - - - - - - --------- -------__� MANUFACTURER; TO MATCH ALBERT50N'5 1_ WATERPROOFED -- \\ rr_ T.O. FA5GIA _414,-s, PAINT (U N.O.):MILLER 'NUTMEG DUST' *T761INu� JIM 11HIIII ;tI S ; ' --�e•o. FA CIA (4; 5MOOTH-FACE CONCRETE MAN50NRY UNIT `T' O MATCH ALBERTSON'S # o MANUFACTURER: T ►�- r r �c z Irit_zL-T T.O. 6LAZINEaWATER?'ROOFEDa+10-0T PAINT .N. M LLER NUTME6 DUST' •TIbIW 0T T � C0701� �.o. eL.�zlNs [5i l=.I.F.S. EXTERIOR SYNTHETIC PLASTER SYSTEM '1� z Lu a _ _ - �+ -t' PAINT (U.N.O.): MILLER 'NUTMEG DUST' *'M61W �� W O F F SHOP - Aj - +Z-0 2 a s nI 2 INSTALL PER MANUFAGTURER5 -� r f - ,F-.F. _. sIM I , I� I [s' "l ( TT (s f� n� o-0 RECOMMENDATIONS. n � d a Ibl BRICK WAINSCOT _� {,` � U, , MANUFACTURER: INTEfZSTATE BRICK co a co 'MOUNTAIN - 00 rnWcrs COLOR: OUNTA N Rt.D SHOP BUILDING — NORTH ELEVATION SEE DETAIL *2/Ab.2 °° xAL�I ve' • r-o' i; CONTINUOUS 22 6A. 6.1. PARAPET GAF'. 11 (PAINT) COLOR: MILLER 'TA16A' M834bN 4ri {t cy r. [al 516NArE LOCATION. VERIFY REQUIREMENT5 AND ALLOH�IABLE 51ZE5 WITH CITY, 6 S 4 3 I i A I ALUMINUM STOREFRONT BY K.ANNER OR EQUAL , 14 COLOR: BRONZE ANODIZED 2 I x PORSHOItTE CD CI.CVATION I A5.0 A6.0 j 110[ E.I.F.5. JOINT TA. PARAPET I I I SEE DETAIL •21/A6.1 FOR INFORMATION I b Y I I i2 Ib n 1 I 11 EXPANTION JOINT ffs Ie I [a} [-' I � Cel (a' �] � e l_� I � � � • --..-i — T.O. P/1RAPET_� SEE DETAIL 22/Ab I FOR INFORMATION �l�' 1121 BUILDING SEPARATION JOINT ko -------- �sl 5E1" DETAIL •23, 24 a 25/Ab.1 FOR INFORMATION • o TA. PASGIh ' - - _ _ 18� T.O. PAWIA "' co M I +14� E.I.F.S. EXTERIOR 5YNTHETIG PLASTER SYSTEM O I I W/ AN ADDITIONAL LAYER OF DRYVIT _ I I PANZER 20 OR EQUAL RE I NFORG I NFA MESH a t �+I7-0i1�'-O" (PAINT) COLOR: MILLER 'SAFARI TAN' *-"54M [10 5 T.O. 81.AZIN* �r M /►�5 114! APPROXIMATE LINE OF CEILING BEYOND. e,o, s1.Azlas,, 1151 APPROXIMATE LINE OF ROOF BEHIND PARAPET. _ .IIS.---� • 0 44 I1el WEATHERPROOF 'J' BOX FOR 5IONAOE. MOUNT IN P'� a (n z� s 5 s n y� -� -{�] 1 rt s[ s n s] J s J 4 j rt r ;2; DATUM FACE OF PARAPET WALL, CONNECT TO 'J' BOX ►�'� ti ABOVE CEILING OF ASSOCIATED SUITE. FAINT 1 I TO MATCH ADJACENT SURFACE. tL TYP. b Ini BRICK 'SOILDER' GOUR5E N SHOP BUILDING — WEST ELEVATION COLOR: 'MOUNTAIN RED TATE BRICK N - 2 SEE DETAIL KII/Ab.l .- SGME, I/b'' rte' RS 11x1 E.I.F.S. EXTERIOR b-NTHE•TIG PLASTER SYSTEM (PAINT) COLOR: MILLER 'SAF=ARI TAN' M'T754M ROOF ACCESS LADDER - PAINT TO MATCH VV •cu A B G CD E F ADJACENT WALL. SEF_ DETAIL 030/Ab.l. • [ cn HATCHED AREA INDICATES LOCATION OF 5/6" -� 1 14 I I I I TYPE 'X' 6YP5UM BOARD SUBSTRATE INSTEAD c 5 b. s _ OF PLYWOOD TO CREATE I-HOUR ENCLOSURE. ° I` TO. PARA�T 16 I I AS.o I I [ MAINTAIN RATING FOR ENTIRE OVERHANG N I M is I ' 7 n Ib 5TRUCTURE AS SHOWN. SEE SECTION 06A/A5.0 ■� {� T.O. PARA*tT - +�I„or a. - - - - - - - - - LECE�iD T.a. PAxIA I U o 0 T TEMPERED SAFETY GLASS B.O. og;� FASCIA -- ' �r 25 • KEYNOTE ... l' I I T.O. WINDOWS +10'-0* _- ( I.2 �e`o. WINDOWS I I 4 :"" "'` F.F. SHOP A t------ - ..--- - _ +2'-0r 21 q I n}— 12 -SEE DETAIL 02/Ab.S FOR 5 2 ADDITIONAL INFORMATION Ab•2 RE&ARDINS THIS AREA. 51M. SHOP BUILDING -- SOUTH ELEVATION 3 � c� a: z � z D UZ O m � C7 r ¢ � c4 0O 1 M Ib I � cc i b. I _ I DcnQ (�- I Is �M I 4 = J � T.O. PARAPET (n Q BID ISSUE DATE: Joti NO. 41-31425 PLOT DATE , I-2D-r10 DRAWING SCALE.- DRAWN CALE: a DRAWN BY: SHEET TITLE SHOP 9XVINS -- EXTIROR ELEVATIO16 SHEET NO. 14200 SW Bmtows Rd. A4.0 SI•�--IOP BUILDING — EAST ELEVATION 4 r _ scAl.el Iro•• r-0' � DWS: N:\fit-5142\�5\5I42_A4O.DW6 DATE: NOV 24, MIr TIME; 2:11 PM IF THIS DOCUMENT IS LESS 11111! Ilyylill III 111 I I III III III I I IIS III 111 i�l'111 IIT 111 I I Ell 111 III I I IIIiIIt III i I III III ISI I 1 111 1j1 11i�1 i 111 11T Ijl I 1 III III 111willIII111 III I 1 LEGIBLE THAN THIS NOTATION, 1 - •-__.-` 4 4 I � , I - I I 12, IT IS DUE TO THE QUALITY OF - — THE ORIGINAL, DOCUMENT, - —i - �u ll iIIIIIIiIII IIIIIIIII illllllll Iillllill IIIIIIIII IIIIIIIIIIIIII I IIIIIIIII IIIIIII ( IIIlllil IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII inllnu illrlrlcinlllln inllnn ilnlunlllllluIlIInIILIIInII�I911IIInFiq,."i nllullilll'I�LII'nn tiiilVlll ELEVATION KEYNOTES REVISIONS PLAN REVIEW � GORR.-(/28/98 NOTE: ALL COLORS AND FIN15HE5 TO MATCH ALBERTSON'5 BU I LD I N6. - [i] CONCRETE 'SHAKE' ROOF TILE MANUFACTURER. LIFETILE - *I5HGL52B5 COLOR: EQUAL TO M�NiER 13RIARWOOD" *41145 1 121 STRUCTURAL BRICK - 4x8xlb --- 14 s] MANUFACTURER: INTERSTATE BRICK Ab.l T.O. PART COLOR: 'MOUNTAIN RED'OPA T O. PARAPET 1�� - - - T.O. PARA_PET T.O. PA_RAPETj-_ -- ---T.o. PARAPET [s] SPLIT-FACE CJNCRE TE MAN5ONR)' UNIT �+In'-4° --- --- -----_--- -- ---___--- �---__. -- ----- _ -- -- - � —_ MANUFACTURER: TO MATCH ALBEh2TSON 5 L11:01 - -- ------ PrATERPROOFED --- µ 14 _ ----'---_ - - , III � } - - -- - B.O. 5ou71� PAINT (J.N.O.,):MILLER NUTMEG DUST *'T'iblW W B.O. SOLDIER r ----. -------� 1 T.O. WINDOW T.O. WINDOW-- --- - - - - `n U CADUR.SlE _ : _-- - - ---- --- - - --- I _-- COURSE ^ n� - - - -- - - - --- x 4► _ ._ .. +10-0 141 SMOOTH-FAGS CONCRETE MANSONRY UNIT Is n, MANUFACTURER TO MATCH ALBERTSON'S w rn II IS WATERPROOFED OPEN 2 Ab. Ab.I -- AEs. 2 OPEN I I 2,1 C� D E .� L_ PAINT (U.N. ): M�LLER G NUTMEDUST �T'161 W DOE p y D.O. WINDOW ®.O. WINDOW IN. 0)w E.I.F.5. EXTERIOR SYNTHETIC PLASTER 5Y5'rEM z cc PP. FP LL PAINT (U.N.O.): MILLER 'NUTMEG DU5T' *T'761W �� O IN5TALL PER MANUFACTURERS < Z RECOMMENDATIONS. um 0 2 1 q io 10 g l Z f!1 LZ �.� ��* Ab.l Ab.1 Ab.� f } lbI BRICK WAINSCOT /� > N MANUFACTURER: INTERSTATE BRICK 1 1 u? V �/ m COLOR: MOUNTAIN RED' t1D PAD B — NORTH ELEVATION 5 PAD A — NORTH ELEVATION SEE DETAIL *2/Ab.2 scA�: ve• Ir, ON SCALE, Iro• r-o• (PAINT) COLOR: MILLER 'TA16A' *b546N CONTINUOUS 22 6A. 6.i. PARAPET GAP. lel 516NA6E LOCATION. VERIFY REQUIREMENT5 AND ALLOWABLE 51=5 WITH CITY. ALUMINUM STOREFRONT SY K.AWNER OR EQUAL / A SIM. 51M. COLOR: BRONZE ANODIZED - bA bA ASA A6.o 1101 E.I.F.5. JOINT L1 I D G B A A B G D SEE DETAIL #21/Ab.1 FOR INFORMATION 1 1 1 1 1 EXPANTI ON JOINT I Ib 1 TO. PARAPCf �T.O. PARAPL'� �I , Ib �—{�1 (�� i ,20,-0" —� SEE DETAIL *21/Ab.1 FOR INFORMATION • X20'-0 T.O. PAI<AMT./ T.O. PARAPET T.O PARAPET I ly f y T.O. PAI�APL'T i � - "• -� 1 121 BU I LD I!v6 SEPARATION JOINT +I"I'-4° ti i1'►'-4" - -: SEE DETAIL #25, 24 4 25/Ab.1 FOR INFORMATION o °D µ --- ---------� ------- -------------------- ------ �`�\�� ; 14 Sr C�7 C7 ' --- -c 0.4 D.O. >SOLDIC1t 9A. SOLDIER - 1131 E.I.F.5. EXTERIOR 5YNTHETIG PLASTER SYSTEM 0 --�� , T.O. WINDOW W/ AN ADDITIONAL LAYER OF 7RYVIT 'n c, T.O. WINDOW _ _..__ - _ ^-- - - CAURM GOUR3E .fao m +10'-0" 'PANZER 20' OR EQUAL REINFORCIN6 MESH (PAINT) COLOR: MILLER 'SAFARI TAN' #7754M OPEN 2 [41 APPROXIMATE LINE OF GF I L I N6 BEYOND. o N DA. WINDOW ��11O D.O. WINDOW$ !is] APPROXIMATE LINE OF ROOF BEHIND PARAPET. ;:iq P P. LIO {q [q {s] [161 WEATHERPROOF 'J' BOX FOR SIONA&E. MOUNT IN 191 IES 101 FACE OF PARAPET hIALL, CONNECT TO 'J' BOX I2 b � �� 2 -► g 10 ABOVE CEILING OF ASSOCIATED SUITE. PAINT ' -Z LAb.I TO MATCH ADJACENT SURFACE. b.0Aq III BRICK '501LDER' COURSE N z — — PAD A — SOUTH ELEVATION co oR MOUNRAIN RED' BRICK �1 PAD B SOUTH ELEVATION 6 - - - - SGALt: Iro�• r-o• 2 SEE DETAIL *11/Ab.1 JC.11L2: I/O a 1,46 116 E.I.F.S. EXTERIOR SYNTHETIC PLASTER SYSTEM a (PAINT) COLOR: MILLER '5AFARi TAN' *'TT54M [-1�I ROOF ACCE55 LADDER - PAINT TO MATCH t ADJACENT WALL. 5EE DETAIL *50/Ab.I. 1 ►� • 4 HATCHED AREA INDICATES LOCATION OF 5/b" 1 rl 1 4 TYPE 'X' GYPSUM BOARD SUBSTRATE INSTEAD o OF PLYWOOD TO CREATE I-HOUR ENCLOSURE. v o I 2 Is 3 s a s 4 I_� 5 b� I 2 bA 3 y 6 n- 5 b MAINTAIN RATING FOR ENTIRE OVERHANG O A5.0 AS.O AE3.0 C� 1 i 1 ,' 1E3 �At�\ 1 4 STRUCTURE A5 5HONN. SEE SECTION *6A/A5.0T.O.4P- 46 PARAPET' +lo I b PARAPET �� P•�'� U O ! ZO'-O" ,� -- - - 5 I TA. PI�RAPET 10 +20'-O" 1 ID I T O. $ a. v � - � +� _- _ - T.O. P TA. PARAPET i D 15} 1,� 10 _ - - --- ---- 4 - ------ _ s=-=-=_--- �ItAPCT--� ' i4 14 { 0 L i 0 i I4 tic ---------------------- --------- . . --_� REVISIONS 1 F g A B A PLAN REVIEW „ B /1 - ;'. I � GGRR-I/2$/98 r' 23 Ib --� yAb.l f j _ Al I TOP OF PPARAPET PARAPET +22 +22'_0" PARAPET - O- �' WILT-UP ROOF MEMBRANE BUILT-UP ROOF MEAE + w. BUILT-IJP ROOF MEMBRANE — PLYWOOD WOOD CRICKET - SEE ROOF PLAN ----ROOF FRAMINti - 5E£ ROOF FRAMING - SEE I I I ROOF FR AMINE - SEESTRUCTUI I BUILT-4JP ROOF MEMBRANE RAL VRAWINGS STRUGTl1RA1_ DRAWINGS I I �,nQUr •Y!'ZAL DRAWINGS I I 1 Ae. ROOF FRAMING - ( S �_�:,��, zQ�VVt� � S1 (. �Z U ' tsv�2) a 1> Ab.l RSIS?SZS1 S2SrS2S?� I IStR)2�t �' Ab.l 5TRUGTURi�L DRAWIN65 ( \, 1 ' I I Lc) kf) BATT INSULATION o I _ I �y Q� r r R-Iq BATT INSULATION -/ \ R-Iq BATT INSULATION / 0) -- �� _ Lu Z M , O t� � 3_ 5 � Cn C'3 V —R-Iq BATT INSULATION ---�`. - -- 5 5 `��: / -- - EXTERIOR WALE OF zo ADJACENT BILD6. BY OTHERS G.M.U. EXTERIOR WALL - - ---, �` __ - - _ Ab. Ab.l G.N.0 EXTERIOR WALL - ---- 1\� Ab.l Ab.l Z W SEE 5TRUGTURAL FOR SEE STRUCTURAL FOR LLj Q LL C.M.U. EXTERIOR WALL - REINFORGIN6. __ - G.M.U. EXTERIOR WALL - SEE STRUCTURAL FOR SEE STRUCTURAL FOR I I REINFORGIN6. q Z O / REINFORGIN6. 19A REINFORCING. I _ - I I ' Oo � ID I -- I I3 I - ' 'S � c� , . 04 1 ' ' - ' - ------ ------ I / ' (DD UJ SusPENVCD I -- ( 7~ _ N I - -- 0 rn W _ I I V M IbA 11 V CEILING -- - - �- I --T- BOTTOM m +10'-I" I I - 5U5PtsNDED AGGOUSTIGAL II Iq ` -_ - - p A6 2 Ab.l ` _ I I i I I (� - � -- I I I ---, OF 3T1tlQ JG� to A.F.F GEILIN6 TILES Ab. Ab.2 +12'-0" c - --__- 5U5PND SUSPENDED I ' If CEILING CEILING CEILING +10'-I" I ( SUSPENDED ACGOU5TICAL cS REFLECTEDEGEILIN6 PLAN. / SUSPENDED AGGOU5TIGAL l` r� I SUSPENDED AGGOUSTIGAL t CEILING TILE - SEE GEILIN6 TILES - SEE - I L • REFLECTED GEILIN6 PLAN.-- REFLECTED GEILIN6 PLAN. - { Nm .- t i - 5-5/6" x 20 GAU&E METAL I' J O STUDS • 16" O.G. W/ 5/b"GYPSUM BOARD. R-15 INSULATION � :� b" Pf x 20 t5AU6E METAL - I la I K STUDS' o O O.G. W/ 5/8" ° - '1/b" FURRING CHANNELS W/ � GYPSUM BOARD. � •� a 7/6" FURRING CHANNELS W/ 5/6" GYPSUM BOARD.- - - `\ \\/(\ / - -- FLOOR SLAB AND 5/b" GYPSUM BOARD.- - - • O co R-Ig INSULATION ��%/\\\j/ FOUNCID STRUDATION ION DRAWINGS -- ---- --- -- - � u' cn 0 to cv -- - FLOOR SLAB AND ' FINISHED FLOOR r-'AB AND 011 BACKER ROD FLOOR SLAB AND 2 _ BACKER ROD 4 -�-� M _ FOUNDATION - SEE FOUNG:.TION - SEE SEALANT • JOINT FOUNDATION - SEE SEALANT• JOINTcn '� O O FLOOR 245.10' - + STRUGTTJRAL DRAWINGS . •° 5TR1JG�lJRAI_ DRAWINGS --- - -- -_ b ' / �� STRUCTURAL DRAWINGS----- -- _ - _ _ b O - DATUM ELEV. �V�\V/ _ i p ed /\/\/ DATUM ELEV. r 1 DATUM ELEV. i05HED /�Yj� j \\/\\\/� �j�\ +O"O SLOPE 2AS +O'-O" 7- FL T -- </�\/ //\//\/ //�. FINISHED ----- I I FINISHED I I 51 OPE 2% I - I I • T FVaOR 241.'10' %/ / // /i//�/ // // //i/i FLOOR 241.'10' FLOOR 241.'70 - - Q+ N\ 77777 bi \ WALL SECTION 4 WALL SECTION 3 CANOPY SECTION CANOPY SECTION — ------ _. -- — — - -- - - _ 2 --- — --..----_ - _ ..---- -----__ SGALF� 1/2' • 1-0 5GAI,F� In' ■ r-0" �. SGALFr I/2' ■ I'-0' SCALE: In' ■ I'-0" ' GRID GRID S B A I I U o O 14 I I u 0 Ab.l 14 ICI ' ' '• i Ab.l A! 1 PARAPET WALL BEYOND I - ---- ---- — ( P---� 0 o -- _- -- TOP OF 10 I N a Ig Ib ii as D I PARAPET 5 _ _ A6.1 +20'-0" TOP OF \\ -- -•� .01 I I P I �i'ARAPET I I U 0 hTOP OF / - - \\J� PARAPET WALL BEYOND r- PARAPET WALL BEYOND ----�._+- ------------ I 11 VPARAPET t--- I --- _ WILT-UP ROOF MEMBRANE I BUILT-UP ROOF MEMBRANE- _ _ - ___---_---� 1 BUILT-UP RODE MEMBRANE --� SLOPE 1/2",1-20 . ./-' PLYWOOD WOOD CRICKET �_ — I ROOF FRAMING - SEE J _- f - SEE ROOF PLAN � I '" -� -- I � STRUCTURAL DRAWIN55- _ - _ --BUILT-UP ROOF MEMBRANE SZSZ9gs?> C P�UUISC�ZSU _uStS�S2S�5U��C�iS(TLS (, p�TAIL MbA _ DETAIL�e ;117 / C 5/b" TYPE 'X' 6YP'ED. IQ 5/6" TYPE 'X' 6YP.BD. _ 4 UNDER DECKING - FOR I SUBSTRATE - FOR I-HR. j 91M. _ ROOF FRAMINr> - SEE -' c, R00F FRAMING - SEE �' �L�� 15 STRUCTURAL NDRAHIN65 STRUCTURAL. DRAWIN65--� �- STRUCTURAL DRAWINGS - - I-HR. ENCLOSURE. O R-14 BATT INSULATION R-Iq BATT INSULATION --- — 5/6" TYPE 'X' 6YPBD. R-Iq BATT INSULATION -VETAAIL 06 15.1 /'- I I°J EACH SIDE - FOR I-FIR. 15 r I ENCLOSURE. - A6.1 BOTTOM OF - ( , ` STRUCTURE , 507TOM OF r I STRUCTURE - - I I I I - - TOP OF 18A II 6 C +12'-0.. - - - I I -- ARCH 2 A6.1 R-Ig BATT INSULATION A6,2 A6 2 ' ' G.M.U. EXTERIOR WALL - ------ I I +15'-0" TOP OF_ARG_H SEE STRUCTURAL FOR I I 1 UPENDED SUSPENDED 1 I - - - -• +II'-0"� REINFORGIN6. I I Z W Sl15PENVE7 I i I ---- CEILING I I I 0 ~ - - --- -- --- # - I -- _ ^ I - BOTTOM OF ARC_H��, E.I.F.5. EXTERIOR SYNTHETIC I I J Z " I I +10-0 o PLASTER SYSTEM - SEE EXTERIOR - W Z CEILING- - +10'-j" - +10'-I" - — " SUSPENDED AGGOU5TIGAL ELEVATIONS FOR COLOR.--- - ----- -- - - - I I 5 U GE I L I N6 TILES - SEE - - - - --+ -•► I _I BOTTOM OF m SUSPENDED AGGOUSTIGAL REFLECTED GEILIN6 PLAN. GEI5U9PEO TILES I EAGGO�STIGAL _ _ F C,EII.IN6 TILES - SEE ( ARCH REFLE".TED CEILIN6 FLAN REF=LECTED GEILIN6 PLAN. I I I +12'-0" O Z W .2 _ I I aa. 0cc E.I.F.S. EXTERIOR SYNTHETIC, E.I.F.S. EXTERIOR SYNTHETIC -- - G.M.U. EXTERIOR WALL - _- -- SUSPENDED I I (n O 1 PLASTER SYSTEM - SEE EXTERIOR PL-ASTER SYSTEM - SEE EXTERIOR � � � - --- SEE STRUCTURAL FOR ELEVATIONS FOR COLOR. - - ELEVATIONS FOR COLOR. ----- -- TOP OF CEILING --- - --- _ - ) I I 101-0" ~ 0 RE I NFORG I NG. SUSPENDED ACGOUSTIGAL '� !] CEILING TILES - SEE / �. .. I I m Q � b" x 20 GAUGE METAL T_�_ _ REFLECTW- CEILING PLAN. STUD5 • 16" O.G. W/ 5/b" -_1 - 6YP5UM BOARD. '1/b" i'URRIN6 CHANNELS W/ ------ — ! BID ISSUE DATE: - => - - �. 5/6" GYPSUM BOARD. --_-- -- - - _s TOP OF -R-Ig INSULATION BACKER ROD ! _ -- - �UMN� JOB O. SEALANT • JOINT- 11 -�-- [ _ �■"' _ " "' ^" PLOT DATE: --. ? --- -- f°-Loon SLAB AND Ah.2 DRAWING SCALE: FOUND ATION - SEE FLUOR SLAB AND -I FLOOR SLAB AND 14 4)2 - -- - -" -- 7 I" = I' STf�21JGTURAI DRAWINF,S A6.2 FLOOR SLAB AND FOUNDATION - SEE r FOUNDATION - SEE BACKER ROD - -� FOUNDATION - SEE BACKER ROD ! _� _- I _ T b' DRAWN BY STRUCTURAL DRAWINGS - - -- --- -____- - STRUCTURAL DRAWINGS -- � ^ SEALANT • _"INT --- _ MJN I I STRUCTURAL DRAWINGS SEALANT o JOINT i DATUM ELEV. DATUM ELEV_01. . I C I DATUM ELEV. DATUM ELEV. i SHEET TITLE: I-011BUILDI116 moms FINISHED FLR. FINISHED FLR. I A.0ft 2S FINISHED FLR. ( I SLOPg? FINISHED I I SLOPE 2% I 4 DETAILS • PAD A- 244.66' PAD -s 244.60' P A 44 - --- • FLOOR 241.-1d — MEET NO rAD B 24gb&_ PAD B 24q.00' .� _ - PAD B 2 AO' �---- t \ \ \ \ 't �' \ \ �/\ ~ ' s / S \ `\ \ A5.0 WALL SECTION 8 WALL SECTION CANOPY SECTION 6�6A CANOPY SECTION SCALE. 1/2' ■ 1'0' SCALE: In" ■ I'-0" SCAL : In' : 1'-0" - -- - WALE, I/2' ■ I'-0' DWS: NAdr1-5142\25`"5142_A50.VH6 DATE: NOV 24, MOM TIME: 2:1"1 PM '97-0546 14200 SW Barrows Rd. I I oft )U4 �,. _......, .. ..,_ _....,.,....•,.•..�m..+.rvw •.,,.....,w,: ,...... l I f 1 I I I 1 I I I I I I I III 1 ~ IF THIS DOCUMENT IS LESS I II I I I i III III 1jt J�T t�� Ilr 111 I 1111 lil III I I III III III I I III III III I 1 i�l tit I�1 t I I�r J1r 111 I I III III 1111111 III III III I I y LEGIBLE THAN THIS NOTATION, / IT IS DUE TO THE QUALITY OF no ae _a{ " THE ORIGINAL DOCUMENT. -- qs- L6 9L �F111111121111111 t L I t6 I f, 8t Bt LT 9�t 14t I bT I St I Lt I T�T�i_T I �G I 9 I 9 I 1r I I Trfrw IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIlI111111 �� IIII ��11 IIII 111111111 IIIIIIIII IIIIIIIII IIIllllll IIII IIII IIII 1111 ►III IIII IIII IIII ►III IIII IIII IIII IIII IIII IIII 1111 IIII IIII IIII IIII IIII IIII IIII IIII III► IIII IIII IIII IIII IIII III11Y11� REVISIONS PLAN REVIEW t �MAT LIGHT 9WITGFI OR Ifs. / / O 2" MIN. � _ GORR.-I/Z8/g8 k PAPER TO10a - - � TYP. O 5RA iDLL E (1 TYP. J K46TE GONTAINl / 411 MAX. IF OBJECT G.L. PaINTAINHIGHER11 \ --- - RE��eeU I S THAN 2� - -- I sw uU pp FWC IN ALCOVE �l --- J - r�-�_ 1 �, F1 O "t.) l� - WdMEN ;�_ I MEN � r• I - o • • s r • • RE.OTROOMS --- r WAP 0ISPEN59e j I • • s h 77777 ; , , ; 12" 12 " 12 ELECTRIC HAlII� 5iANITARY NAPKIN D'� DdgPe�e SYMBOL DESCRIPTION W URINAL/TOILET RM. ACCESSORIES _ LAVATORY DRINKING FOUNTAIN Q - i i ADJACENT TO DOORWAYS LEADING TO '"LEN'S &ANITARY "' r o FACILITIES, AN EQUILATERAL TRIANGLE 1/4 INCH THICK WITH �■ w rn v /6UAPDRAIL 6 Ghee d� EDGES 12 INCHES LONG AND A VERTEX POINTING UPWARD, AND z o -- HAfGRAII NA — ON THE WOMEN'S FACILITIES A CIRC'-E 1/4 INCH THICK AND 12 U 0 INCHES IN DIA., AND WHERE A UNISE. ' RESTROOM 15 PROVIDED A w CC W STEEL COMBINED CIRCLE AND TRIANGLE SiGN SHALL BE USED AS LJLBAR MMJ W SHOWN ABOVE SHALL BE MOUNTED WITH MASTIC. 0 0 22 __ N — - - -- -- -- -- ----- -- -- - -- -- -- ------- --- - THESE GEOMETRIC SYMBOLS SHALL BE ON WALL ADJACENT T�.� LO d C 6II CONCRETE CURB 60CHES AND THE STRIKE SIDE OF THE DOOR AT A HEIGHT OF IN0UJ O rn M THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT 59 PLANTER FROM THE COLOR AND CONTRAST OF THE WALL. ALL SIGNS n HANDRAIL/GUARDRAIL AT RAMP GRAB BAH SECTION TELEPHONE SHALL HAVE GRADE 2 BRAILLE. RESTROOMS THAT ARE DISABLED ACCESSIBLE SHALL HAvE THE INTERNATIONAL Li SYMBOL OF ACCESSIBILITY. DISABLED ACCESS DETAILS 3 PROTRUDING OBJECTS RESTROOM DOOR SYMBOLS --- --- - ---- - - -- -- --- - -- - - - ----- _ ---- -- -- -- - 2 - --- -- 1 ui WALE, 1-1/2' ■ V-O' C) w 5'-0'hFBI No DOOR 5'-O'WEN NO DOOR HEN NO DOOR SHNd5 51,11i11 ONTO LANDING SWIMS ONTO LAWNS ONTO LAWNS r. MIEN laoort SMUN650 CIO oNTO HIEN DOOR SWINi56 ONTO 4M DOOR SHN99 • LANDING DIF1"91IlSION 31fAL1 LANDING DIMENSION 5SHALL\ r- WDTit W DOOR PLUS 5'-b' WIDTH PLUS 1-b' DOOR WDTHONTO I BeNS MV co m DOOR PLUS O M 301-0' 5'-0' 501-0' 1to N b-0 30-0 5..0. 501-0' 6'-0' 50.0• 51-0' c�D CSD MAX Kill O 5-0' MAX MAK O MAX.. — ---.. �, _ O N rin In ors. t SE REQUIRED s� O�f94 uBc) SEG.5506 --- --- - -- _� • n �RJEWI (19941 UBC) T N O SEG.5506 DISIA&M AGG158 TYPICAL RAMP DETAILS C . � o SANITARY FACILITIES: S. URINALS: Where urinals areovided,at least one shall have a 11. PARKINS A disabled parking space shall be locatod so as not to D Pr 14 ADDITIONAL REQUIREMENTS the center of receptacle outlets shall be 5 The Floor or landing on each side of an antrcnco or passage door shall be level and a ar clefloor space 30 Inahas by 46 Inches m front of the urinal to GENERAL 4. RAMPS: Any path of travel shall be considered a ramp if Its slope require the user to wheel or walk behind any other disabled or non- not less than 12"above the floor or working platform clear. The level and ciao^area shall have a length In the direction Of door swing of at O D Wrore toilet facilities are provided on floor where access by the allow forward approach. Is greater than I foot rise In 20 Feet of horizontal run. The disabled parking space m least 60-irchnos and the length opposite the d�'ectlon of door swing of 44irchee m Ic411hadlf erequired+s r uired Tale No.33-A of t-le u6C,at 1 6. WATER FOUNTAINS(DRINKING) Whereprovided,water fountains are ovided, maximum slope of a ramp shall be I foot rise In 12 feet of horizon- .� �'� y � � A. STAIRWAYS: measured at rk�tt angles to the plans of the door In Its closed position uch , 01 Isast one sFacility For each sex shall comply with the requirement A HIGH FORWARD REACH: If the clear floor space only allows they shall be located completely within alcoves,or otherwise tal rum A. Each parking space reserved for persons with physical disabilities of this section. Exce t n dwell units ane guest rooms,such facilities forward a oath to an object,the maximum h forward reach positioned so as not to encroach into pedestrian ways. Water shall be Identified a refleetorized sl permanently posted (U Al'tread surfaces 5nall be sl resistant. P I^g 9 PPr 1 � � sign P y PaIP 6. The width Of the level and clean area on the side oo Which the doom!wings shrill externa must be available to all occupants. All doorwayys leading to such toilet allowed shall be 415 Inches fountalns shall conform te,the following requirements: A Pedestrian ramps serving primary entrances to buildings having Immediately adjacent to and visible from each stall or space, 24-Inches past the strike edge of the door for exterior doors ad Ib-Inahes cost the rooms shall hays a clear and urbbstructod wiI of not less than 32 On occupant load of 300 or more shall have a minimum clear width consistirg of a profile view of a whe-llchalr with occupant In white (2) Treads shall have smooth,rounded or chamfered exposed edges strike edge For Interior doors Inches. Each such toilet room shall have the foi,owln B. SIDE REACH: If the clear floor space allows parallel oath A. The alcove In which the water fountain Is located shall be not of 60 Inches. Rarps serving Group R Occuponcles may be% on dark blue background The sl tall not be smaller than 10 and mo abrupt s at the r4yl (lower front ) g less than 32 Inches in width and 19 Inches In depth Inches clear width when the occupant load Is 50 or less. All r, �9e e %11111 �a person In a wheelchair,the maximum high side reach allowed p uP square Inches In area and when In the path of travel,shall be 1. The floor ar larding shall be not more than I,"1-lain lower than lino threshold of the I.TOILET ROOMS: x II be 54 Inches and the low side reach shall be no less than pedestrian ramps shall have a minimum width of 49 Inches. posted at a minimum height of 90"from the bottom of the sign to (3) Nosing shall not project more than 1-1/2 Inch past the face of doorway Change In level between 114-inch air!12-inch shall be beveled with a scopo a clear space from the floor to a he!aht of?T' within the toilet room q Inches above the floor. B. Victor fountains shall have a clear height of 21 Inches under the ark! ace finished rade, Signs may also be centered on the riser below. Tth �' P n5 space 9 9 y no creator than 1 2. of suHlcient size to inscribe a circle w a dlome`er not less fountain for knee space. The height from the floor to the B. Landings shall be provided at the top and bottom of each ramp the wall at the Interior end of the parking space at a minimum than 60 inches or a cfear space of 56"x 63" Or ors in ON position orifice shall be 33 Inches maximum. Intermediate landings shall be provided at intervals not exceed- height of 16"from the parking ace finished rade, round or (4) i raved stairway dentVlcction signs shall be located at each mmKC�y encroach Into this space by rot more thou 12 Inches. STn le accom• 9h P 9 'P 9 9 6 The bottom 10-Inches of all doors except arkamctic and sliding shall have a smooth mOdatlan to let faculties sins1)have suFfloort space h•the toilet 5 TOILET ROOM FIXTURES AND AGCESSORIE5: The requirements of this Ing 30 Inches of vertical rico and at each change of direction. sidewalk, Floor level landing In all enclosed stairways In buildings two our more unlnterrvpted surface to allow the door to be opened by a wheelchair footrest without room for a wheelchair maasurinc1 30 Inches wide by 46 aches Iona to -1 TELEPHONE5: A clew roundspace at least 50 Inches 46 Inches Landings are not considered In determining the maximum horizon- stories In height. enter the room and permit the actor to close. Thd watcv closet PoI0 section shall apply to lavatory Fixtures,vankles,built-In lovato- g tal distance of each ran The dimension of a to landing, An additional s shall also be posted,In a conspicuous lace,at creating t trap or hazardous condition Where arrow Frii doors are used,a the Pe rtes and toilet room accessories that allows either a forward ar parallel approach by o person using p p g kin p ansP p high smooth pmol shall ba installed on the push side of the door,which wui allow the be located in a space that provides a 2B inch wide clear spate froT a wheelchair shall be provided at telephones measured In the direction of the ramp run,shall be not less each entrance to off-street parking fuc111tles,or Immediately sour to be opened by o wheelchair footlest without creating a trap or hazardous a fixture orale Vwp wide cies space from o wall at one side and than 60 Inches when no door or gate swings toward the landing, ad cant to an Oil From each stair or space. The 911 shall be condition 4D Inches of clew space in front of water closet A. A clear floor spore 3O Inches by 48 Inches shall fix provided In A, MOIINTIN6 HE16HTS, The highest operable part of the telephone Minora a door or gate swings onto any land) such landing shall ro less then 11"x 22"In size with lettering not less than I'In (5) Stair risers shall be sufflclantly wild to prevent the passage of Front of a lavatory to allow forward approach. Such clear Noor r � ob cts larger than 0.261" space shall adjoin or overlap on accessible route and shall shall be within the reach ranges specified In sections 3A and have a minorum dimension o bO inches of w al", the edge height,which clearly and consplcuously states the following: � ge q Maximum effort to operate doors shall not;sxr.ead 6-1/2 lbs. ,:r exterior doors and 5 d1 ll In a corner that require with the opening and shall extend not less than 24 Inches to the 2. WATER II COMPARTMENTS: Multiple accommodation toilet faculties extend Into knee5B. Telephones mounted agomey and toe space underneath the lavatory. eP q lbs.for Interior dOoro,such pull or push effort being applied at riot angles to hinged wheelchair users to reach diagonally shall have the hl est side of the strike ed of the door dr to at exterior rams 'Lhouthorized vehicles parked In designated handicapped aces shall have the following a9 y gin 9e gar P P 9 aPP�sP B. At kitchen sinks,Faucet controls and operating mechanisms shall be doors and at the center plans of sliding or Fading doors. Compensating devices or d B Dralm pipes a hot water pipes under a lavatory shall be operable part no higher than 54 Inches above the floor. and not less than ID Inches at interior ramps. The width out not displaying dlstingulshing placards or license plates Issued for operable with one haw'and shall not ra+Qure tight gasping,pinching or ciAon+atic door operators may be utilized to meet the above standards. When fine doors A, Victor closet compartments shall be"quipped with a door that hue covered or Insulated so that wheelchair Individuals are not from the edge of the opening shall be the door plus 42 Inches physically dlsablad person may be towed away at owner's expense, twisting of the wrist.The force required to activate controls shall be ore required,the maximum effort to operate the door may be Increased not to exceed B. ENCLOSURES: If telephone enclosures are provided,the m Intermediate land) shall have a dimension In length of the Towed vehicle may be reclaimed Ot or On automatic closing device,and shall nave a clog^unobstructed burned. eP Pr y may ng`- n9 y - - - - no gratar than S Ibf.Lever-operated,push type and electronically 15 lbs, overhang the clear floors ace listed above within the follow) run of the romp of not lass than 60 Inches. Bottom Icndl and «.or tel onln opening width of 32 Inches When located of the end and 34 Inches ang P ^9 �! ePf, g con olled mechanisms are examples of acceptable designs.Self-closing when located at the side with the door positioned at an angle of G Except for projection of the bowl and waste piping,a clear limits: landings at a change al direction In�xcasl of 50 degrees shall ...............I........................... valves are allowed If the Faucet remains open for at least 10 seconds. 10. Floor surfaces shall be slip-rosetant. 40 degrees from Its closed position Except for door opening space 21 Inches high by 12 Inches deep shall be provided under have a dimension of not less than 12 Inches as measured In the UP Ir (1) SIDE REACH POSSIBLE: The overhang shall be no greater than dlroctlon of the ramp. 11. Faucet controls and operating mechanisms shall be operable with one hold and z_ W width and door swings,O clear unobstructed access rot Tess one lavatory. an9 9 I P i'4 Ppb tion 44 inches shall be provided to water closet compartments I9 Inches. The height of the lowest overhanging parts V� ✓ti�✓ �'��`�v`� Y� shall not require t1ii, grasping,pinching or twlsthg of the wrist The force shall be a ual to or reater than 21 Inches G. Handrails shall be placed on each side of each ran ,shall required to activate controls shall tx+no eater than 5 lbs. Lover-operated, cksslgned for use by the hondlcapped and the space Immediately in D. Mirrors shall be mounted with bottom edge no higher than 40 q 9 15, HAZARDS 1 r'ROTRUDIN6 OB EGTS. Objects projecting from walls eQ 9rQ III of a motor closet comportment shall be not less than 46 Inches from the floor. continuous the full length of the ramp,shall be 34-9D inches,•hove F e and electronically controlled mocha isms are a los of acceptable Z area (i.e.telephones)with their leading edges between Ti-Inches P� -tyP y '�"nP eP _,J (2) FORWARD REACH REQUIRED: If the losura Ill rester than 12 the romp surface,shall extend o minimum of 12 Inches beyond the ADDITIONAL PIAN CHECK NOTES desi Self-close valves are allowed 1F the Faucet remains n For at least Z Inches as measured at right angles to compartment door 1n Its 9 g y°n and DO-Inches above the finished floor shall protrude no more 9^s ng � W Inches then the flea i,ldth of the enclosure shall I 30 top and bpaci of the rang and the ends shall a returned. L Whare a air of doors Is utilized at least one of the doors shah provide a clear 10 seconds. v O closed positron, E Where towel,sanitary napkins,waste receptacles and other Size and spacing of handrails shall comply with Section 1109?6 than 4-Inches Into walks,halls,corridors,passageways a aisles. P fix m similar dispensing and disposal fixtures are provided,at least Inches minlmum. If the clew width of the enclosures P 9 omP y unobstructed opening width of 32-Inches with the leaf positioned at an angle of 90 B A Water closet Fixture located In a compartment shop provide o P P less than 50 inches than the height of the lowest overhang- Ig94 0556. dogrees from Its closed position. 12. Flush controls shall be operable with one hand and shall not require tight 0 omP Pr one of each type shall be located with all operable parts, In art shall be equal to or greater than 7i Inches. '�-��. A Objecb mounted with their leading edges at or below 21-Inches asp Ing,pinching or twisting of the wrist and shall be mounted no more then (L 20 Inch wide ales space from a fixture oro 32 Inch wide clear Includin calm slots,within 40 Inches of the floor g P q g above the finished floor may protrude a amount. space from a wail at one side of the mater closet and a 45 Inch g D Minora the ramp surface Is not nxxTded by a wall or a comforply i and y ^y 2 When an automatic door operator is utilized to operate a pair of doors,at least one of -Inches above the floor. The force required to activate controls shall be no Q Z a I clews ace in front of the motor closet If the compartment G EQUIPMENT: iia cord from the telephone to the handset shall fix the faro exceeds 10 Feet In length,the rang shall comply with the doors shall provide a clear unobstructed width of 32-Inches with the door greater than 5 pounds. Q. O long P fo^np F. Toilet tissue dispenser shod be located on the wall Or prrtl at least 29 Inches lam the Follow! requirements. B. Free-stoding objects mounted on posts our pylons may o"'erhmg P oPa^I^9 has an and opening door(facing the water closet.) A 60 Inch tion(whichever Is closest to water closet)within 12 Incf.as of g q 12-Inchas maximum From 21-Inches to 60-inches above the ground positioned at an angle of 40 degrees from its closed position r� Q minimum length clear space shall be provided In a compartment the front edge of the toilet seat. Telephone shall be equipped w+:Ii n,rArr;var that generates a or finished floor. gr 13 Toilet flush controls shall be operable with one hand,and shall rot require tight v, with the door located at the side. 1 v magnetic?laid In the area of this receiver cap, 11 banks of public (I) A curb a minlmum of 2 Inches In helot shall be pnuvided of 3 Latching and locking doors that are hand activated and which are !n a path of travel, inch or twisting of the wrist Controls For the Flush valves shall 06 � � 9 9 P 9r�PIn9�pinching, n9 -- 6 Where the aleor floors ace allows for only Forward approach telephones are provide,Cher a reasonable number,but always at each side of the ramp or a wheel guide rail shall be shall be operable with a single effort lever hardware,panic bars,push-pull be mounted an the wide side of the toilet areas,no more than 44-inches above 0 P y least one,In a bulydln or For shall be equipped with a volume Pr G, Protruding objects shall not reduce the clear width o1 an accessible Pe ar a! type P Pu p I. Grab BOM located an Oath side,or one side and the back of to an object,the maximum high Forward reach allowed shall not be g yprovided,centered 3 Inches above the surface o}the romp. r'9 � activating bars,or other hardware designed to provide assn Without requiring the the floor. The force required to activate controls shall be no eater than 5 d. control. round or maneuvering space. 9 91° P passage q ^9 pounds q 9r O I1J Q cc the physically handicapped toilet stair or comportment higher than 4D' Reach obstructions 20'a less deep mal protect ability to grasp the opening handWcre rR shall be securely attached 33 Inches above Ord parallel to into the floor space provided that knoe clearanfe is maintained Telephones shall have push-button controls where service For such (2) Ramps shall have sup-resistant surface D Any obstruction overhanging a pedestrian way shall be a minlmum = V` the floor Grab bars at the side shell bo at least 42 per OSSC section 1109.2.33 Reach obstructions eater than 20" equipment Is available 4 Hand activated door opening hardware shall be centered between 10-Inches oval 44- 14. Grab bars,tub and shower seats,fosterers and mount devices shall be des! for 9� E. Curb cut ramps shall be o minimum o1 40 Inches wide. Slope of 190-Inches above the walking sulfate as measured to the bottom oP 9 i^'� 41°d Inches long ith the front and positioned 24 Inches In deep may protect Into the clear space provided khat the reach of the obetructlom. Inches above the floor 250 Ib per linear ft.load Q front of the water closet stool and grab bars at the back obstruction shall not exceed 25'deep and the max.high Formad 8 SIGNS AND IDENTIFICATION: The International Symbol of Accesslb illy shall not exceed I Irwin rise In 12 Inches of horizontal run. shall not be less than 36 Inches long. reach shall not exceed 44'high The min low for+ro-d reach shall be the standard used to Identify facilities that are acres- Slope of flared sides shall not exceed I Inch rise In D Inches E Wolks,halls,corridors, sou ewe s,aisles or other circulation A A grab bor and pry wail or, ce other Refoadjacent to It shall be free of any sharp shall not be lower than 15' sible to and usable byysically phhandicapped persons. On doorways of horizontal run. There shall be a distinct change In texture g y or abrasive elements, 7 between sidewalk end curb romp, spaces shall have i90-Inches minimum clear hood roam. 2. The diameter or wrath of the gripping surface or o grab t•,ar leading to men's aanitary allllles,an equilateral trlprncjle I/4 imp. BID ISSUE DATE: H shall be I - I/4 Inch t0 I - I/2 Inch or the she shall Whl ere the clear floor space allows parallel approach by a person Inch thick with edges 12 Inchas long and a vertex pointing upward B Grob bars shall not rotate within their 11ttings. In a wheelchair,the max hl side reach allowed shall not be higher and on women's sanitary faallltles a circle 1/4 Inch thick and 12 F The cross-slope on a ramp or the slope across a ramp provide a equivalent to wall, surface. N crab bars are y handl In an directlor shall not exceed 1/4-Inch rise JOB NO. mounted adjacent to a wall,the� ace between the wall and than 54'. Obstructions no greater than 24"high and no more than Inches In diameter. These geometric symbols shall be centered on ng y G Edges shall have d minimum radius of I/9-Inch j P In I-foot of horizontal run. 41-514225 the grab bars shall be I - I/2 Inches 24"deep may be located In the side reach crew provided that when the door at a height of 60 Inches and their color contrast shall be such obstructions ere present the side reach shall not be high than distinctly different than the color of the door 15. The upper approach and the lower tread of each interior stair shall be marked N a strip PLOT DATE: 46". The minimum low side reach shall not be lower than W. Unisex son"cry facilities shall be Identified by a circle 1/4'thick,12" 6. Handrails are required on romps that provide handicap access If of alae Iyy aontrasting color at least 2-inches wide and placed parallel to and not more 1-2b-15 In diameter with a 1/4'thick triangle suposed perimon the circle and the slope exceeds I foot rise In 15 feet of horizontal run. than I-inch from the nose of the step or lading to alert the visually impaired The within the 12'dianater strip shall be of a material that is at least as slip resistant as the other troods of the stair DRAWING SCALE 10 THRESHOLDS Interior and exterior thresholds shall be no higher I' I' than 1/2 Inch above the adjacent floor levels. Each exposed edge of thresholds shall be beveled or sloped at an angle not exceeding 45 DRAWN BY: degrees from the horizontal so that no single vertical change of NDN elevation exceeds 1/4 Inch, SHEET TITLE: DISABLED AGC4!SS DETAILS 1 Nall SHEET NO. HUI'y'/-00 14200 SW Harrows Rd, 14 DISABLED ACCESS NOTES A6.0 "DWG: NA4T7-5142\25\5i42_A6O.DW6 DATE: NOV 24, Isei? Ti!-f_': 2:11 PM —' IF THIS DOCUMENT IS LESS 11T 111 III 111 III 111 I I III III I�i I 11111111 I�1 111 111 III 111 I,LI 111 111 111 I I III III III I I III III 111 I 1111 i11 111 1 11111 11111) 1�1I111 111 111111'1IIII III III�I�I� LEGIBLE THAN THIS NOTATION, Iv I- —I IL -�I-- 4 -I 1 _� s7�_ � _.�1__I 1� all r IT IS DUE TO THE QUALITY OF �' - �t �� 1 THE ORIGINAL DOCUMENT, � No 38 E L 9L LL 9t L 1rL 6� I IL�111, � Otl IBI91YTI9�111171111911 fiI �III IIII IIII IIIIIII IIIIIIIIIIIIIIIIIIIIIII1IIIII1111 IIIIIIII IIII IIII II1111111171111 I IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIIIIIIII IIIIIIIIIIIIII IIII IIII IIII IIIIIWII -low. 5TL. COL.IMN - SEE REVISIONS GRID STRUG'TURAL DRAWINGS FOR COLUMN 4 Ar+E ROTATE BASE PLATE - �� CEILING .JU15T5 - B PLAN REVIEW 2x 5LOGKIN6 ------ WE 57RUG'1URAL ��!I`k`� 2X NAILER WITH 1 PLATE INFORMA.7IUN TO AGGOMODA"I'E I GOER.-!/28/98 E.I.F.S. EXTERIOR SYNTHETIC -_ ------ 6.1. GAP FLASHING 24 6A. __ RAINWATER LEADERS PLASAB. a Ub" O.C. - (PRIME t PAINT) 8x8x16 CMU (SEE IRAINKATER NOPY ROOF (MAI ROOFLEADEIQ - I AND EXTENSYSTEM -T (STAGGERED) -- SLOPE TOWARDS ROOF i EXTERIOR ELEVATIONS FOR -- _-- COLOR 6.1. CONT. CLEAT EXTERIOR ELEVATIONS PROVIDE ADDITIONAL LAYER (COLCOMMONTTO BRICK H OF REINFORCING MESH • OVERLAP CAP FOR COLOR .SND EXTENT) (COLOR RU MATCH i - ---- ,qL FLA5HIN& 8" MIN. _ -SEE FLOOR PLAN F UNIT MAN5ONRY) - I I I I / / ALL. SEArlS _ --- _ BRICK SHINER COURSE 51LE OF FURRIN6. I RAINWATER \ z COLOR TO MATCH 3/8" 6YPBD EXPANSION I ' (MAIN ROOF) -� + - r--^ LEADER JOINT - __: * • - �- � _ EXTER OR � , �j. COLUMN STRUCTURAL CLAY UNITS 1 • 1/4" CLEAT - w VARY HEI&HT N (SEE I ELEV) /� ;i; b + + , � LOCATION b" 3/4" MIN. TOP OP _- bxbxlb GMU (SEE Z FOR EVEN (SEE 5TR11G.> PARAPET. GOUR51N6 ( + MA50NRY 5EE EXT. EL j � (4" MIN. - RAINWF•,TER WALL - b" MAX) - 1 4 LEADER x ; &ALV. METAL VENT SCREED B.O. SOLDIER GOIJR_5E J W/ BIRD 5GRE£N (PAINT TO / / 1 +10'-0" / r-�SPENpED CEILING (C.ANOPY IiDOP) i I I W + MATCH ADJACENT SURFACE) � � I/2" GD-X PLYWrJOD SUBSTRATE. / � SYSTEM � � � �. N TYPICAL. - -- �� - NOTE; / bx4xl,b 5TRUCTIIRAL CLAY Lf O - - -- 2x FRAMING - SEE STRUCTURAL. ALL 6.1 FLA5HIN6 i UNIT MASONRY - SEE E.I.F S. EXTERIOR SYNTHETIC TO BE 22 &A., j EXTERIOR ELEVATIONS PLASTER SYSTEM - SEE (FACTORY PRIME j / FOR COLOR / EXTENT. -- � � l - I LU ROOFINFi UP t � COMMON BRICK REFLECTED GEILIN& PLAN FOR OVER PARAPET - - (COLOR TO MATCH F_ Z EXTENT. COLOR TO MATCH WALLS.- t FIELD PAINTED) // / / SEE 5T�G " �O NOTE: PEVI�TAL - I CLAY STRJGTURAL UNIT � -_ 1� ._ _ �I L - 1-b mCi. _---- -� MASONRY) SEE STRUCTURAL � 0(D I/2" GD-X PLYWOOD �'JBSTRATE. - --- REVEAL GAN BE USED IN EITHER HORIZONTAL OR VERTICAL APPLICATION. ?TT" FOR REINFORCING W W A. a u- REVEAL DETAIL PARAPET COPING ® C.M.U. SOLDIER COURSE DETAIL COLUMN DETAIL COLUMN DETAIL , I,U 1 z 1 1 VENT SCREED - --- - - - -- - - - FILE NO: VENT-OOSDW6 SCALE, 5" ■ 1'•0" �� FILE No, REVL-OOIDWd WALM S" • I'-O" 2� FILE No, CMU-OOIDINd SCALE: 5" ■ 1'-0" FILE NO: SOLD-001.0100 SCALE, 1 1/2" ■ I'-O" FILE No, COL-OOZDW6 SCALE, 1 1/2" 1'-O" FILE No. COL-OOI DHS SGALL'� I I/Z" • I'-O° ' 02 fir W c'7 SEALANT AROUND /� __ ____- -s.� �. EPDXY CLEAT INTO fRID / GG ATE R! ,' TILE - u7 > N PIPEtVENT -- - 1Vr f GROUT SPACE. " � 'TCiRIc •� .,.F/ATIONS 00 � Q cp I ? METAL COLLAR - CONT. 6.1. COUNTER FLASHING FOFc GOLOF .+D MANUF. N m I I -R.AIN WATER LEADER FROM BUILT-UP ROOFING' 7- - --"'T I FLEXIBLE MEMBRANE UP PARAPET WALL MAIN ROOF FLASHING - CAULKING COLOR TO CONT. 6.1. FLASHINE. I►" / - ROR�UGFTl1RRAL1 DR/_',WNE�S � ' SEE \� MATCH WALL COLOR. __- GONG ROOF TILE O/ -_- I PIPE OR VENT FELT. INSTALL J.` I 6.1. GAP FLA5HIN6 t CUTTER 1 - 4 FIBER ROOFING TILE PER Ix BLOCKING /', SLOPE FLASHING TOWARD' SEALANT------- 11 MANUF. SPECS. - ROOF. OVERLAP b" MIN • � CANT i �, ROOFING MA50NRY WALL SEE ELEVATIONS SEALANT \•� ALL SEAMS. SEAL SEAMS • I MATERIAL OVER, / FOR COLOR. /?" SUTTEiR. • I FLASHING BOOT - 6x4xlb 5TRUGTURAL - M/N• 2xb NAILER -_ G SEE EXTERIOR UNIT MASONRY tf I `. b" 8-I/2" J , I ! / ..ANOPY ELEVATIONS FOR -- - ! -J- RUBBER EXPANSION ' FRAMINE' - COLOR t EXTENT. n i f _ -CAULKING BOTH FACES, / SEE STRl1G, �T I JOINT, RATED AS MATCH ADJACENT - B REGIUIRED SURFACE • EXTERIOR 1 _ / PLYWOOD ROOF FRAM N6 - 1 G.I. CONT. 2 " SCE 5TRUGTURAI__. FRAMING MEMBER - SHEATHING, l - - (5EE 5TRUGTURAL.) CLEAT -040 i 2x 5LOCKIN6 • �' / / + + + + _ SEALANT PIPE/VENT -' NOTE! I F AE.�IN6 TO BE - 51 • O c0 .' bxbxlb GMU (SEE ALL 6. . L ` EXTERIOR ELEVATIONS 22 6A. (FACTORY PRIME \ I / - 2x4 - - FOR COLOR AND EXTENT) --- t FIELD PAINTED) - - t` \ + + + a4'O.G. •Okn CQ + + + + TYPICAL �y � PIPE/VENT THROUGH ROOF 27 MASONRY CONTROL JOINT 22 CANT STRIP o C.M.U. 17 ROOF FLASHING DETAIL 12 COLUMN DETAIL 7 I / _ FILE No, VENT-002DW6 SCALE, 3" I'-0" FILE No, EXPJ-0O'1.DW6 SCALE, 1 1/2" ■ 1'-O" FILE NO, CMU-002DW6 SCALE, 5" ■ 1'-O" FILE No. RID&-002DW6 SCALE, 1 1/2" ■ Is FILE No, COL-005.AW6 mGAI.E� '3/4" ■ I-O° � I 6.1. GAP FLA5HIN& 22 &A. k PROVIDE LOCK AND KEY- SLOPE TOWARDS ROOF. ---- LAP ROOFING MATERIAL GRD &x4xIb STRUGTl1RAL. -- I ( � TYPICAL. O 1--1 �� PANEL SIZE +■}/8"- EXTERIOR 1� FRAMIN6� - - - - --- ADJACENT HUILDIN& OVERLAP GAP FLASHING OVER TOP OF PARAPET. CLAY UNIT MASONRY tpANEL DIM SHALL 6" MIN, • ALL SEAMS. SEE EXTERIOR STRUCTURAL OW 75. BE 24'X50'UDN� (PRIME t PAINT - SEE 6.I. CONTINUOUS CLEAT. ELEVATIONS FOR Ab 1 q ap STEEL FRAME AND `. EXT. ELEV. FOR COLOR) \ 6xbx16 GMU (SEE --- - _ COLOR 4 EXTENT. A.F.F. PREMANUFAGTUR.ED EXPANSION \\ O W EXTERIOR ELEVATIONS �� I I i i 1/2" DOOR JOINT. INSTALL PER �' • • •D \- MANUFAGTUREftS SPECS. -1 6.1. CONTINUOUS FOR COLOR ANV EXTENT) I SHIM,TYPICAL- \ D \ CLEAT.- -- 1 - SOLDIER COURSE - - � � I 1 I 4" 1/2 b" � METAL SC.REYG- I \ c\V z CEILING FRAMING - / I I SEE STRUCTURAL EXPANSION � � I I I r ��, - ---- l.� FINISH SEE RF1 IP -- 5EA�_ANT - 1SUBSTRATE Y�� JOINT / V. TOP OF PARAPET_ \ I I \ E.LF.5. EXTERIOR •'"'� 2x DOUBLE TOP SYNTHETIC PLASTER IJIPLATE - SEE STRUC. GONCR.ETE SYSTEM - SEE EXT, -- I'\ 51VEKALK- \\ I I 1 \ ELEV. FOR COLOR E.I.F.5. EXTERIOR , SYNTHETIC PLASTER I I 1 / EXTENT. � EXTERIOR WALL- - SYSTEM - SEE EXT. I ` SEALANT 4 BACKER ay PAINT DOOR AMP FRAME TO MATCH OF SHOP BUILDING ELEV. FOR DOLOR t ROOF MATERIAL n ADJACENT FINISH-SM FIN15H SC WULE EXTENT. - I \ �� ROOF FRAMING B.O. FRAMING _ 4 E LAP R/�OF- I/2" GD-X SEE STRUG. 12'-0" A.F.F - \ 6.1. FL-A.:-H1N6 MEMBRANE O/ Nil TOP OF WALL. 4" FIBER CANT STRIP r, a COLUMN - 5E�' RAIN WATER - BRICK SOLDIER f' • \ 2x FRAMING ., , E.I.F.S. EXTERIOR SYNTHETIC r, 5TRLIGTURAI_ LEADER FROM PLASTER SYSTEM - SEE / THIS DETAIL 15 TYPICAL FOR ALL ACZaS PANELS CALLED FOR IN NOTE: - SEE STRUC' "" - REFELGTED GEILIN5 PLAN _ -__- __.._._-. �� -- - 51J1'TE1R COMMON BRICK O , THE 5PECIFICATION5 OR NOTED ON THE DRANN65. UNLESS OTHMK15E EXPo.NSION JOINT TO FOR COLOR-- - -- - _ NOTE: STR(COUCTURAL TO MATCH O O f NOTE: CONCRETE FOOTING t ALL 5.1. FLASHING TO STRUCTURAL BRICK NOTED ACCESS PANELS SHALL BE 'MILCOR'STYLE 'M',MANUFACTURED A:_LOW FOR LA'ERAL DRIFT b" ALL 6.1. FLASHING TO x SEALANT 4 BACKER ROD REINFORCING - SEE k3E 2: &A. (FAG TORY UNITS) BY INLAND 5TEEL PRODUCTS CO.,OR AN APPROVED EQUAL. t3ETI^EEN BUILDtN65 PER STRUG. BE 22 &A. (FACTORY .ISE 1440 R HATCH A55E MY WEiZE REQUIRED ON PLANS. STRUCTURAL � PRIME t FIELD PAINTED) w O i PRIME 1 FIELD PAINT) - - ACCESS HATCH PARAPET TO WALL EXPANSION JOINT PARAPET COPING ® E.LF.S. 18 E.LF.S. TO C.M.U. 13 COLUMN DETAIL CANOPY EAVE DETAIL 3 . r--� o o 2 8 - ----- -- - - - _ - -- -- --- -- - -- - FILE No, AGHT-OOIDW6 SCALE, 1" ■ 1'-O" FILE NO: EXPJ-005.DW5 SCALE: 1 1/2" ■ 1'-O" FILE No, PARA-005DW6 SCALE. 5" ■ 1'-0" FILE No, EIFS-OOIDW6 SCALE, 1 1/2" ■ 1'-0" FILE NO, COL-004DW6 SCALE: I I/2" ■ 1'-O° FILE No: OVER-004DW6 SCALE: 1 1/2" ■ I'-0" 6.1. GAP FLASHING, SLOPE 2x6 NAILER k SEE - - - ~ r' TOWARD5 ROOF. OVERLAP EXT. r+••1 1/2" RADIUS, TYP. &RIND ----__ EXTERIOR WALL OF PLASTER EXTERIOR SYNTHETIC x - ALL ED6E5 SMOOTH. " _ -___._ ADJACENT BUILDING ----- PLASTER SYSTEM - SEE EXT. 6" MIN. • ALL SEAMS.---- h ELEV. 2x FRAMING - SEE i� p O ELF/. FOR COLOR 1 EXTENT- - --- O 5T'FUCTUR.AL p P 4 PREMANUFACTURED EXPAN51ON 2x DBL. TOP PLATE - N1 JOINT. INSTALL PER - SEE STRUG. = + + 1/2" GD-X PLYINOOD p h 1/2" G-DX PLYWOOD SUBSTRATE, TYPICAL. - - CONCRETE ROOF TILE - �- SEE EXTERIOR ELEVATIONS •t MANUFACTURERS SPECS. ' •. 6.1. CONT. CLEAT � +- +;• 6.1. +10'-O'�y GRID FOR COLOR AND MANUF. t 5/16" CHECKED 5TEEL. -- SUBSTRATE - -- --� v 24 6A. GGt1T. 6.1. �" PL. WELD TO RUNGS PAINT EXP05ED - -' SEALANT- SEALANT 1"AT A F.F. f SURFACE TO MATCH SEAL,-.NT - I ADJACENT SURFACE 22 GA. CONT. --2x BLOCKING SIMPSON U' 1A -E.I F.5. EXTERIOR ; 1/4"X2 1/2" PL. LADDER-�� ' 4 FLASHING --- + + + + + - ROOF FRAMING - SEE 2'-0" WIDE,PAINT ALL \ I I AS DED' HAS - - - SYNTHETIC PLASTER GONG. ROOF- 2x LAP ROOFIN& i R161D FOAM - - + + + + + SYSTEM - SEE EXT. STRUCTURAL DRAWINGS. METAL SEE EXT. FIN. �� OVER FELT, DLOGKIN6 BACKING �� MATERIAL OVER + + + + r ELEV. FOR COLOR o ° q FELT TO TOP OF PLYWOOD- 2x4 FRAMING • + + + 4 EXTENT. I 6.1. GAP FLASHING t 6U'T-EER EXTEND OVER VARIES ;: - PARAPET WALL - SEE 24" O.G., TYPICAL - -- - _._ SLOPE FLASHING TOWARDS 1/2" RED HEAD ANCHOR BOLT---- - --- BLOCKING -� 4" FIBER CANT h STRUGTIIRAL DRAWINGS. � '_- - - ROOF. OVERLAP 6" MIN • _ STRIP -- 2x WALL FRAMING SEALANT t BACKER �. ALL SEAMS. SEAL SEAMS • BRACKET, PROVIDE - -- - _ - „ ROD GUTTER.-_ SEE STR1G. - - ,D 2 / • SLOTTED HOLE t BOLT ° i CANOPY ROOFING MATL.- /N, 5/4"0 5TL. R1N&S • SSTRUr - SM 2x BI TRUCTURAL = A5 NEED�E.D - --- -- T FLASHING I b" �xb NAILED 12"O.C.WELDED TO 6" STRIN&ER5 i h DRAWINGS. ROOF DECK D I/2" 1/2 6° I I/2.. 1/4"X2 1/2" BENT 5TL. :: - /�(1/, �_ �_ BRACKET W/ 5" LES WELDED ROOF FRAMING 1/2" C-DX PLYWOOD �_ � / / / to TO 5TRIN&ER W/ 1/2"1D / - SEE STR�' SUBSTRATE------- I 1 W RID HEAD ANCHOR BOLT. NOTE: NOTE' NS TO __ F- } ALL TE` S. CONT FOR LATERAL(DRIFT BELTWEEN _ X BE 22 6A. (FACTORY TORY _ \ CLEAT I _ 4 E.I,F.S. EXTERIOR SYNTHETIC ALL 6.I. FLASHINS TO --� _ - PLASTER SYSTEM SEE EXT. �-- BE 22 6A. (FACTORY + + + + Z FIELD PAINTED PRIME i FIELD PAINTED) "- W Z PRIME 1 EL ) T ANT -__ / Efl11LDIN65 (SEE 5 RUGTURA�) _ + + + + SEAL I 6A. 5TL DOOR 2-0 - EXTENT � 2 ELEV. FOR COLOR 1 E (� WIDE X 6'-0" H16Hco PROVIDE 1 I/2 PAIR CANOPY TO WALL EXPANSION JOINT CANT STRIP ® PARAPET BASE PARAPET CORNICE COLUMN CAPITAL DETAIL 9 _ :' � 2x4 o -z W 5 I/2' 8UTT5 W/ NONREMOVABLE PINS, - -_ --- __---------- --- 19 - --_ - --_-- - 14 -- - - --- _------- - - --- -- _ - - -- 24 WELD ONE LEAF TO j FILE NO: EXPJ-006,DW6 SCALE: 1 1/2" ■ 1'-O" FILE Not CANT-005DWG SCALE, 11/2" ■ 1'-0" FILE Not PARA-004.DW6 SCALE: 11/2" 1'-0" FILE NO: COL-O03DW6 SCALE: 1 1/2" ■ 1'-O" ++ +-T ; ; FRAMING STRINGER 4 TAMPER • 24'O.G. (L Q O x --- -- - -- + + + TYPICAL (n PROOF OTHER LEAF TO --- NOTE, E.I.F.5 EX'T'ERIOR SYNTHETIC - - 06- DOOR EXPANSION JOINT TO ALLOW PLASTER SYSTEM - SEE EXT. - 2x FRAMING - SEE - - 2x FRAMING - SEE cc 0 FOR LATERAL DRIFT BETWEEN _a" _ STRUCTURAL - i/2" GD-X (Lcc Lu 12 6A 5TL SIDE - - - ' BLD65. PER STRUCTURAL ELL-V. FOR COLOR t EXTENT- STRUCTURAL G -- -- -1/2" CD--X PLYWOOD w TYPICAL. YPICPLYHp.A Q m PANELS WELD TO I/2" G-DX PLYWOOD - - ;` SUB'TRATE, TYPICAL. TYPI AL = _j (� STRINGERS AND - BRACKETS, ON THE " ° SUBSTRATE - _- -- 1/2" GD-X PLYWOOD I N Q EXTERIOR SIDE Q 5UB51RATE,TYPICAL. -- A P F SEALANT 1" *12'-O" \ / " " EXTERIOR WALL 22 6A. CON 2x BLOCKING Gt=1LIN16 -- ID ISSUE DATE. WELD 1/2"� BENT BAR / SYNTHETIC PLASTER FOR HANDLE OF SHOP BUILDING FLASHING " - _-- SYNTHETIC . EXTERIOR SYSTEM SEE EXT UB NO E.I.F 5 EXTERIOR 4 I/_2 b B A5 NCEDED. 12-0 •' SYNT'METIG PLASTER • + + + + + + LAP F ?OFIN5 ,% I ELEV. FOR COLOR + i• + + + + 4 ELEV. FOR COLOR I ---- - - \ 1" SYSTEM - SEE EXT. E•I.F.S. EXTERIOR J SLOT HOLE IN DOOR ---- MATERIAL OVER ' _ / EXTENT. 5Y51EM - SEE EXT. - TOP OF PLYWOOD - t EXTENT. PLOT l� - FOR PL I/4"XI I/2 SYNTHETIC PLASTER X2 1/2 WELDFJ7 ON - COLOR --PARAPET WALL - SEE "� ' " / 1 5TRIN6ER W/I/2" ° -- 1 EXTENT. SCALE 4" FIBER CANT Tr ' ; STRUCTURAL DRAWINGS. :�I -- -- HOLE ON END FOR __ I STRIP + + + 4 + i SEALANT t BACKER DRAWING PADLOCK, FULL 2" ROD I` ■ I RADIUS END. - - S.I. LA5H1N6 N BY. ROOFING MAIL. ; ter, T.O. ARCH + + + a + v •• DRAW ' �.; " . MDN EXT. FIN. _ +'I'-O" - -_ - _ - - SHEET TITLE: SURFACE. - - 1/4" DEEP 'V' SHAPED _- _ A.F.F. - AL16N EXP. JOINT W/ ROOT" DECK OUT DRIP. PROVIDE / / �' i 'r • / EXTERIOR FINISH I E LAYER - __-- •. ... ., � i DE�A1�i.5 NOTE, PROVIDE AN OPEN RIBBED -- -_ --- - • () EXTRA L OF STEEL SAFETY GAGE AROUND PREMANUFAGTURED EXPANSION ROOF rRAMIN6 ;, :' DETAIL MESH 2" PAST BRA ILDER -- - -- [SHEE I NO. / -INT. SURFACE - SEE 5TRLJG. EDGE OF DRIP EACH LADDER WHEN PARAPET HE16HT JOINT. INSTALL PER EXCEEDS 20' PER OSHA MANUFAGTUREE R5 SPECS. DIRECTION. - -- ALL 6.1. FLA5HIN6 TO ALL 6.1. rLA5HIN6 O NOTE: ��' REWUIRC-MENTS EXTERIOR WALL Or - _ BE 22 6A. (FACTORY BE 22 6A. (FACTORY ADJACENT BUIL.DIN6 --- - -- - PRIME t FIELD PAINTED) PRIME t FIELD PAINTED) A6.1 ROOF ACCESS LADDER WALL TO WALL EXPANSION JOINT CANT STRIPm PARAPET BASE SOFFIT DETAIL 25 2018 COLUMN CAPITAL DETAIL 10 CANOPY EAVE DETAIL 5 --- --- - - -- - FILE NO: RFLD•OOI.DW6 SCALE: 5/4" ■ I'-0" FILE NO: EXPJ-O04.DW6 SCALE: 1 1/2' I'-0" FII-E Not CANT-OOZDW6 SCALE: 1112" . I'-O" FILE No: 50FF-00IDW6 SCALE: I I/2„ I'-O" FILE NO: COL-OObDW6 SCALE: I !/2" I'-O" FILE No: OVER-OO5DW6 SCALE: 1112" ■ I-O" IfUI'Y�-UJ4t3 - ON&, NA4t7-5142\25\ 142_Abl DW6 DATE: NOV 24, Igq"I TIME, 2:Iq PM 14200 SW Barrows Rd. ' 15 ol`Zj?_U IF 'PHIS DOCUMFPlT 1S LESS III 111 I I III III III I I III III-I�I I I III III 111 1�T 111 III III I I III 111 111 I I III III III I I III III III I I III T�1 111 T 1 TTT TT1 1T1 1 1 III III 1111111 III III III I I I � I � � r > � •Il -�_Ii�� _I �� ,4 ,tSt ��, Igg9 LEGIBLE THAN 'fHTS NOTATION. 1 IT IS DUE TO THE QUALITY OF ""041 • -�� THE ORIGINAL DOCUMENT, 8 G B G L G G SITE f�G 6 6�G i G O G 8�I B�t LrT 9r �t it t i k t 1 G t 1 Ftmilitilmilm, ��L 9 ► 11s IIIIIlll 1111 1111 (III (III 1111119111111 II (III (III (III (III (III IIIIIIIIIIWII s GRID ALUMINUM STOREFRONT REVISIONS I-I/2" TO FAr.E OF STUD / 6LAZIN6 SYSTEM. GRID r 5/6" 2' DOOR-SEE 5c+tx Lf STRUCTURE ABOVE - I/2" GD-x PL 1'1000 - c R-19 BATT INSULATION. f - - - _�__ 6'SOUND ATTENUATION -" E.I.F.S. EXTERIOR SYNTHETIC ` _ bxbxlb GMU (SEE g � K;SUSPENDED -7--�-. PLASTER 5Y5TEM. SEE �-- Zx EXTiOR. WALL EXTERIOR ELF/ATIGN5 I a - -- SUSPENDED GEILIN6 SYSTEM EXTERIOR ELEVATIONS FOR SEE STRURA CTUL FOR COLOR AND EXTENT) -- -- -1 W►IERE OCLURS-SEE REF GL.6 PLAN C q 24 5A. 6.1. DRIP COLOR AND EXTENT.- NEOPRENE 6At K1 T = MASONRY WALL SEE _� - - HEADER - SEE STRUG. - fi1RRIN166 CHANNEL -�- - / STRICT. PKEY TAFTR T-IP OF TRIM I" BRICK SHINER COURSE / C0NI. ' -BREAK METAL END GAP b',20 GAUGE,METAL 5TJD5 - - SEALANT FOR DRAINA&E. �` 1' COLOR TO MATCH ' i I 5/B" 6YP.BD. STRUCTURAL CLAY UNITS. 'S/b" 6YP.BD. METAL STUD ANC TRIMER COLOR TO MATCH A7 Ib UL.(FLU L HEI6HTJ / -- '� ' STOREFRONT b ----MASONRY FRAME ANCHORS � (5E� EXTERIOR ELEVJ ti RmlklN6 GHAWrEl5 H0L10W METAL REAM[by - f� Eta, EO, PRESSED METAL DOOR FRAME 5U5PENDED GELIN6 z _ b" METAL STUD FROM __ SHIM SPACE - � • ib" O.G. NAIL GLIP5 4 PAIR PEft -- - ~` 5Y5TEM. SEE REF. E 51U5PENDl� CEILING I SILL- TO HEAD. 5/6' TYPE 'X'61PSUM BOARD A7 - dJ JAMB,2 PAIR AT HEAD -� EACH 510E OF 5TUD5 -� SHEET METAL SCREW GL6, PLAN FOR INFO. BACKER ROD 4 SEALANT SYSTEM _EDGE OF WINDOW 51LL T.O. - v+ O OPEN N6 -- MASONRY OPENING WEAT F fERSTRIPPIN6 - - AlSEALANT 'EACH 510E --- BELOW. 22 6A STEEL TRACK WITH 3/4" x .130'DIA - +10'-O" / � b" x 20 6A MTL STUDS • SHOT PIN FASTENERS AT 24'O.G. AND HTHIN BA KER FOOD 4 SEALANT-// 11 -FURR.IN6 CHANNELS \- MTL POOR, PAINT ALL SIDES, PARTITION- FLOOR / Ib" O.G. (FULL HEIF_OF b'OF ENDS AND SPLICES. POWDER DRIVEN + -GAPPED TOP 4 BOTTOM -� W W SYSTEM ANT CONT. o0 PLAN A1.16N WITH EDGE OF SHOT PINS BY 'HIL?I IGBO N2388 � �-- SEE EXT. FIN. SGHED. SHIM SPACE � � O � WINDOW SILL i EXTERIOR ELEVATIONS � � ►�, � , ALUMINUM STOREFRONT I FOR COLORS. W a. - b" SOUND ATTENUATION n HEAD WINDOW 5Y5TEM - SEE - - - 101 E- Z cv BATTS (FULL FIEI6HT). EXTERIOR ELEVATIONS - 00 FOR COLORS. rA 0 _W DOOR JAMB (HEAD SIM) DEMISING WALL END ® MULLION TYPICAL DEMISING WALL - - `� --7-0 / - ALUM. STOREFRONT HEAD ALUM. STOREFRONT HEAD �' w o U. -- - _ - 2 6 J -- - J Z FILE No, DR.!&•00IDW6 SCALLS, 5" ■ I'-0" FILE No, WALL-00bDW6 _.SCALL■, B' • I'-O" FILL No, WALL-00IDW6 � SCALE: I/�" • I'-O" - MASONRY WALL - _- - FILE No, BF -140SCALE: ( 1/2" ■ 1'-0" FILE No: SFHD-00ZDW6 SCALE, I I/2" 1.-0. "� O RDM SEE'ATHIN6. -� ;-- SEALANT U) _ ALUMINUM STOREFRONT - _- --- - MASONRY FRAME ANCHOR BRIO u" m 6LAZIN6 SYSTEM. Lu --�� 1-1/2" TO FACE OF STUDD ►n ] N ALUMINUM STOREFRONT ALUMINUM STOREFRONT tD Q co - - - - - --___ -- -1 - -- PRE55ED METAL. FRAME WINDOW 5Y5TEM - SEE WINDOW SYSTEM - 90 O � LLJ V EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS m TOP CORD OF TRIM n FOR COLORS. - F�Ft COLORS. i - NEOPRENE 6A5KET I DO NOT _ - SHEET METAL SCREW - -- - -- _-- SHIM SPACE ATTACH SHIM SPACE - r - SEALANT,TYPICAL - f_ I WITHIN 5'OF nlUSS WEATHERSTRIPPING - - - -- S/4'DEFLECTION HEAD -- -� con + BACKER R0D 4 SEALANT BACKER RDD 1 SEALANT FURRIN6 CHANNEL - I BREAK METAL END GAP. PROVIDE BLOCKING / TYPE ;X' BOTTOM OF STOREFRONT BOTTOM OF g7pRCFR0NT CONT. COLOR N MATCH f;YPEp. BETY�fN ROOF BLOCKING J�M� EXTERIOR SYNTHETIC // u SE ELEC.DRAWINGS FOR I.� 2-5AF-ET' WIRES AT OPPOSITE NR49[R Or'LAMPS• EA. FIM. _ - PLASTER SYSTEM W/ DRYVIT `J " b" METAL. STUD FROM 6',20 6AU ISE,METAL.5T.M \ 'PANZER 20' OR EQUAL. DIAGONAL CORNERS 6 EACH WI SILL TO HEAD. AT Ib'OG. , - --- METAL DOOR, SEE ABOVE REINF0RGIN6 MESH. 9EJ: bx4xl2 5TRIUGTURAL- ,% , FURRING CHANNELS L6 4' FIXTURE MINIMUM OR AS RCC,iUIRl� BY LOCAL AUTHORITIES i�,_ -- I I -_-- - EXTERIOR ELEVATION FOR R-1 TT INSULATION. CLAY UNITS (5EE EXTERIOR • Ib" O.G. - "� - 4 BA 5U 5/6'TYPE 'X'6YPBD.EACH E,DE WEATHE-RSTRIPPIN6 COLOR AND EXTENT, ELEVATION FOR COLOR <� 5/D" 6YPBD. % 5/B" 6YP.J3D. w ---- EDGE OF WINDOW SILL / AND EXTENT)12 GAGE GALVANIZED - /---- BELOW. I �__ --- ADJUSTABLE /�,/ p 5TEE 9APEN51ON WIRE " / �� I - r x WEATHERSTRIPPING 1/2" GD-X PLYWOOD -`-- 2x WALL FRAMING 4 _ -�!_ + _ --b x 20 6A M%. 5TUP5 b SOUND ATTCNUATION BATTS j- - X STRUCTURAL 2 • I6" O.G. (Fi;-L- HE16HT) FULL HEI&4T I � _- I I I/�' X 5 ALUM. I � / I11[I[I1(I[LIIIIII[I�7�ttTAL16N WITH EDGE OF G Cc, THRESHOLD SEALED IN MASTIC / HUFFING CHANNEL � . WINDOW SILL ----_- JILL BACKER ROD 4 SEALANT GOVT. L16HT FIXTURE b" SOUND ATTENUATION - -- ---- - I �' ( FINISH FLOOR LAY-IN ACOUSTICAL / CEILING TILES DIR LL�15 BATTS (FULL HE16HT), NDEp CEILING I +O-p -- FINISH FLOOR • an J � cnm i SYSTEM- SEE REfI.ECifD CEILING PLAN I t` CO .O in N DROP-IN LIGHT FIXTURE T-27 DEMISING WALL END ® GLAZING 22 WALL HEAD DETAIL 17 METAL DOOR FRAME & SILL 12 ALUM. STOREFRONT SILL 7 ALUM. STOREFRONT SILL �, m cc FILE No, L6HT-00IDW6 SCALE, I" ■ I'-O' FILE NO, WAL.L-0177.01015 gGALE, ,S" ■ I'-O" FILE No, WALL-002.016 SCALE, '3" ■ I'-O" FILA No, DR.$�002DW6 9CALM S" ■ I'-0" FILE Not 5F5L-00'SDW5 SCALE 11/2" 1'-0" FILE NO, SFSL-002DWd SCALE, 1 1/2" a 1'•.0„ 2 C 1 co O O 57150 AND INSULATION TO SEALANT 4 BACKER ROD EX1ETrD FULL HEI6H 1 DETAIL NIDA.----- -\ ; �_. �I _-_.�-- /'--- .- _ `II E.I.F 5. EXTERIOR SYNTHETIC SEISMIC POST 5GH®l1l.E M.LATERAL SUPPORT _- � '. POINT-SEE DETAIL V S 1/2' x 2'-22 6A.CANT. ' 41/2' -� � I. UP r0 8'-0'USE 1-5 518' 25 I / BACKER ROD AND 5F_ALANt------- fT + - / - WANZER 20' OR EQUAL GAGE,METAL STUD A 12-0'OG. ANGLE. SECURE TO TOP TRACK �- \ / TYPICAL AT INTERIOR AND PLASTER SYSTEM W/ DRYVIT � a � 8x4xlb STRUCTURAL CLAY AND WALL WITH 3 08 5GRl5'l�i I � -� ' l:XTEit.OR O Ls, 2. D' EE -0'TO 10'-0"USE 2- 15 Q" `xTE5F5GAL I / !f'�'D UNIT MASONRY - SEE EEIXTERIORIEL ELEVATIONS F5 OR - BACKER RDD • "G / AT 8'-0 O.G. -- .... 6A6E,META.57105 AT 12�i' EXTERIOR ELEVATIONS 4 SEALANT Qr DRANN65 AND DETAIL 3/AIDS p O.G.FASTENED BACK AT SIGH T -0 O.G. SHIM - - - -4.1/2" FOR COLOR AND EXTENT- COLOR AND EXTENT. Dx4x16 STRUCTURAL CLAY 510E OF MAIN RldiBt-TYP TEE I \I DUAL 6LN INS,TYPICAL - - - > 1/2" GD-X PLYWOOD UNIT MASONRY - (SEE -ALUMINUM STOREFRONT S. 10'-0 TO 15'-0"USE 2-2 I/2', WIRE HMJfiER AT 4'-0' -- M/ACr AIR DIFlUF{E1ZS- ' EXTERIOR ELEVATIONS WINDOW SYSTEM - SEE aQ O.G.FA. WAY TYP 22 6AU6E CONTINUOUS METAL -- I , GRID FOR COLOR AND EXTENT) EXTERIOR ELEVATIONS N ' 4' AL TILE � TOP TRACK / ��GLASS- -----....__ _ -- � •• FOR COLORS. •iy 4. 5/4' ALTRNAE C N 5-0'USE I '�� ` 5EE EXTERIOR ELEVATIONS -- - - J 0/4`DIA EMT CONDUIT gPl� YSTEM- SEE REFLECTED C.EILIN6 PLAN • I / .l /' / - , �� / / - - 1 �„� / ALUMINUM 5 OREFRONT - - ----� "� / / / O I 6LAZIN6 SYSTEM I INTERMEDIATE - MULLION EDGE OF WINDOW �� a L GLI IG LOCKING I ( '.SILL ABOVE. ?i / / / --- 1 \ AIR SPACE ------ �// - - LR-19 BATT INSULATION l I I SHIM - ++ 5 5/6',20 6AUSE,ME i AL STUDS AT Ib'OG. I I /�,/ BACKER ROD AND SEALANT - AIR SPACE / 15/b" 6YP.BD. LINE OF WINDOW + In EXTERIOR WALUPARTITION -- 5/D" GYP. BOARD J 2x FRAMING - SEE STRUG. SILL BELOW W / ti HANGER WIRE TIE I ��,' �_, _-_�- _ 20 6P.. METAL 5T1UD5 CHANNELS OFFING Wr3 TURNS IN 1 1/2"- 5/8'GYPSUM BOARD - - -- 5 " SYP.BD. OVER k _- • O , PL - SEE c T� 51L1 FLOOR PLAN. _ O , 11•�� "'''''" WALL FURRING DETAIL 8 TYPICAL STOREFRONT SYSTEM 3 MASONRY TO E.I.F.S. $ STOREFRONT JAMB _ . � Q o o - -- -- --- - -- - ----- - _ - _ - - -- _ ---- -- --- - -- 3 GR05'' RIMER FILE No, WALL-005DW9 SCALE, 5" ■ 1'-0" FILE No, SFSY-00IDW6 SCALE, 5" , 1'-0„ FILE No: 5FJM-00 fDAS SCALE, 1 1/2" ■ I'-0" FILE No, SFJM-00SDW9 SGAL.E, 1 1/2" ■ 1'-0 � a � 6'-O'' MAX. 12'-0" O.G. EACH WAY `SHIM A NECESSARY -- E.I.F.S. EXTERIOR SYNTHETIC TYPICAL INTERSECTION PLASTER SYSTEM - 5� A LA 1 trZAL SUPPORT TO LATERAL .SUPPORT POINT - -->c-- 10'-0'� ''o a EXTERIOR ELEVATIONS FOR -BACKER ROD U POINT WITHIN T/G` CONTINUOUS HAT CHANNEL -- i G pOj b-O OF EA.WALL. AT Ib O.G-RUN UHAM�LS COLOR AND EXTENT- - * SEALANT CEILING- �REF GLlS PIJ�N- " � � e � RIZ " f•x4xl6 STRUCTURAL CLAY ALUMINUM STOREFRONT 12 6A RESTRAINT BRAGS / SEALANT 4 BACKER RDD-TYP I'v V!` BACKER RAD 1 9 12 GAGE WIRE SPLAYED - VERTICALLY AT GONGRETE AND MASONRY GONSTRUGTION - 5/4 UNIT MASONRY - SEE WINDOW SYSTEM - SEE AT�' IN 4-DIRECTIONS. � �' -- �WIR�y�aTTAGHED TO / SEALANT--- EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS + MAIN� HORIZONTALLY AT 5 ALUMINUM 5TH \ 1 FOR COLOR AND ERNS FOR COLOR. E j 8" MIN. BOLT COMPRE55ION ►"IAl-L GONSTRUGTION - ---- - �\ SYSTEM-TYP 5}}IM SPACE ---- 5TL. COLUMN - SEE 5 NDUI POST OR EMT • ENDS. STRUT • TOP 4 BOT. DUAL GLAZING -- -- _ 5TRJJGTURAL CONDUIT I/2" GLR.TYP. - - , 0r I, . . . . . BRED --- - - ' SUSPENDED CEILING SYSTEM- HEI'D .RJ• �' -5/4 X 3/4 L �"--GROSS RUNNER--- HORIZ SEE REFLECTED CEILING PLAN AR0UND RESTRAINT PERIMETER B WIRES • NARROW STILE ALUMINUM- r - 6 -- DOOR _ - - FACE OF WALLCROSS OR DEMISIN6 - i PARTITION 2'X 4' ACGOUSTIGAL TILE IN METAL SUSPENSION "T" - 5/4 GD-X PLYWOOD PROVIDE PURRING CHANNEL• -- EiCTENT OF WINDOW GRID SYSTEM.INSTALL 771 LO(.ATTON WHERE CEILING 15 ATTAGFG�. 1/4'TEMPERED GLASS �' � -_ SILL BELOW. - PER UBC STD.04'I-18. 2x WOOD FRAMING -EXTENT OF WINDOW • 5/8-11 5YP. BOARD 4S' SILL BELOW EXTERIOR WALLUPARTITION 5/9" GYP. BOARD ��/,,�� ALUMINUM STORE,"RONT IR1F!!1! 5/8'GYPSUM BOARD- -- - `rr_ 0060A. 1 0 METAL STVDS Z W C SUPPORT DIAGRAM - - WINDOW SYSTEM - SEP FIN.FLK - EXTERIOR EELEVATI0NS - Itt- - ----- ------ Z 5LI0,E: PROVIDE 2- +IO SGREh6 J W Z AFTER TILE PANEL. 15 INSTALLED 00 WALL FURRING DETAIL 19 STOREFRONT DOOR 14 STOREFROiv T JAMB 9 MASONRY TO E.I.F.S. 4 m m -- - - - --- LATERAL SUPPORT BRACE FILE No, WN.L-004016 SCALE, 5" • I'-0" FILE No, SFSY-002DW6 SCALE, See • I'-0" FILE No: SFJM-006DHS SCALE, 1 1/2" ■ I'-0" FILE No, SFJM-0ob.DW6 SCALE: 11/2" , 1'-0" Q Z � B -- e AT I2'-0'CG.EACH WAY GRID BACKER ROD 4 SEALANT n" 0 0 DOOR-e�SCHEDULE ___ 1-1/2" TO FACE OF STUD E.I,F.S. EXTERIOR SYNTHETIC 1. H �� I��, �� T PLASTER SYSTEM W/ LORYVIT CWAN AT�LI6HT FI'tTURE(5) N0TE42"OG 1. �IWW p 7LANDg�AIR I SHp�.�,g� LIGHTING FIXTURES WEIGHING 56 P0UND5 OR STRllGTURAI. BR/+ E, - - - - / / 1/2"ANODIZED ALLIMINUM + PANZER 20' OR EQUAL OWQEPT ORYTNE� SNI,0 5TRIUGTURE MORE 94ALL BE SUPPORTED DIRECTLY FROM THE S 5/8"METAL STUD,20 6AU8E, / / E.I.F.S. EXTERIOR SYNTHETIC I REINF0RGIN6 MESH. SEE < 2. A �I F XTURCS, SH0hN IDE HEAVY u 0 N6 G0NDITI0N5: 5TR11GTl1RE ABaVE BY APPRl7VED HANGEi�S. AT 8'-V OL.,ALTERNATE / / MOOM(CERAMITC C TOOL CO. 1 �� PLASTER SYSTEM - SEE EXTERIOR ELEVATION FOR = .J v MM "r ITN gl 5P A. ONLY 'INTERMEDIATE'AND 'HEAVY DUTY'CEILING DIRECTION. SECURE TO / / I EXTERIOR ELEVATION FOR VA AT 4-0'd.�.A SYSTEMS MAY BE USED FOR THE SUPPORT PENDANT HUNG L16HTIN6 FIXTURES SHALL BE a / / �� COLOR AND EXTENT, y (" awu( FLOOPJROOF STRUCTURE COLOR AND EXTENT. - F"AGH 5 DE OF EAG4i FIXTURE RUN PLUS ADDITI 12 yAGE OF Ll6�FITlN6 FlXTI1RE5. SUPPORTED DIRECTLY FROM THE STRUCTURE A80VE / 41!' MIN D HANGEffLS GONNEGTr D I"FAGH FIXTURE HOUSIMS TO T1f. ABOVE WITH 3 ND SCREWS < - ZIN6 NO.9 6AU&E HIRE OR APPROVED ALTERNATE / BACKER ROD 1 SEALANT 4C_ 1/2" GD-X PLYWOODPURLINS. SEE ELECTRICAL DRAWIH6 AND REFLECTED GEILIN6 ALL LISHTTN6 FIXTURES SHALL BE POSITIVELY SUPPORT WITHOUT U51NG TIE CEILING SUSPENSION _ _yFLADRIN6 --- s --- BID ISSUE DATE: PLANS FOR LOGATIOk�)AND DIRECTIONS OF L16HT FIXTURES. ATTACHED TO THE SUSPENDED GEILIN6 5Y5Tf-M. SYSTEM FOR,DIRECT SUPPORT. _ ._ 4. SU5PEN510N SYS 5M 'DOHA5%T'5 INC GT'0N. THE A0 PERCENT DEVICE SHALL.HAVE LI CAPACITY BOTTOM OF REVEAL OF 100 PERCENT OF THE LIGHTING FIXTlA4E B. CEILING MOUNTED AIR TERMINALS OR SERVICES 22 GAUGE GONTTNUOUS METAL - : /. WEO-tr ACTIN&IN ANY DIRECTION. WEISHIN6 LESS THAN 20 POUNDS SHALL BE TOP TRACK OR IWL.5Y�5TEM5 1 244 OF F �� `P.OF POSITIVELY ATTAGHUD TO THE CEILING I I GAL ORN A � PER I 1994 FX-RI6 5 FOR I CEILINGS IGBO I�1994- IF GALLO�!DW65. � IIATE'5Y5T1~MS ARE USED N0. 12 BION MAIN R11NAlERS OR TO GR055 R11MCR5 I I E.I,F S' EXTERIOR SYNTHETIC ��i'� 6AU6E HANGC-RS SHALL BE ATTmiHm Tb THE WITH THE SAME CARRYING CAPACITY AS THE SUSPENDED GcILING 5Y5TEM- PLAS�R SYSTEM W/ DRYVIT ` ) R-19 BATT p�L�Te DATE: S. LATERAL SUPPORT SHALL BE PROVIDEIU BY FOUR HIRES OF OF E� WITHIN 3 INCHES UR EACH CORNER MAIN RUNNERS. SEE RETLFCTE:D CEILING PLAN I • 'PANZER 20' OR EQUAL INSULATION MINIMUM_CONNECTED SPLAYED IN FOUR DIREGTl 90' MART FIXTURE TANDEM FIXTURES MAY I I REiNF0FtGIN6 MESH. SEE / AND TED TO THE MAIN RUNNER ITHIN 22 OF CROrf UTILIZE G0F4h�0N WIRES. TERMINALS OR 5ERVIGES WEI6HIN6 1.0 POIJPIDr, __. __ -- q A r r R� A�rVING SCALE• BUT NOT MORE THAN 56 POUNDS,IN ADDITION TO R-1 B INSULATION. „ RUN VR AND TO STRUCTURE ABOVE AT AN AN6LE NOT EXCEEDING I EXTERIOR ELEVATION FOR 1 45' FROM THE PLANE OF THE CEILING. THESE LATERAL SUPPORT WHEIQE 'HEAVY DUTI"SYSTt'M5 ARE IU�.,FD THIS ABOVE,SHALL HAVE TWO N0. 12 GAGE - _ -- COLOR AND EXTENT. -- POINTS SHALL BE PLK.ED 12'-0'O.G. IN EACH DIRECTION WITH SI"MIMBfML HANGERS ARE NOT REQUIRED IF A HANSER C.ONNC-GTEP FROM THE TERMINAL OR �__ I I -� -- --5/6" 6YPDD. D WN BY: 48 INCH MODULAR HANGER PATTERN IS F-0l1AWED. SERVICE TO THE CEILING SYSTEM HANGERS OR TO _ 1/2" GD-X PLYWOOD 2x WALL FRAMING / 5/8" 6YP.BD 'FE FIRST POINT WITHIN 4'-0' OF THE WALL ►�G��.�ARE:USED WITHOUT THE STRUCTURE ABOVE. THESE MIRES MAY t3E I 1 � MILL PLATE - SEE / SHEET TITLE: b. ALLOWANCE SHALL 13E MADE FOR LATMAL.MOVEMENT OF SUPPLEMENTAL HANGERS TO SUPPORT LI6HTIN6 `� I THE SYSTEM. MAIN RUMIERS AND GRASS R1INNLRS SMALL FIXTURES THESE GR056 RIM NS MUST PROVIDE I I CONCRETE FLOOR SLAB -l' ';ILL PL RAL 2r WALL FRAMING 4 EXTERIOR BE ATTACH AT TYb A TT.I[1GENT WALLS WIT}fI CLEAR,TV Trf SAME`CARRYING CAPACITY A5 THE MAIN RINSER. POUNDS �SERVICES,SUPPORTED DIRECTLY THAN FROM T�FE AT 16"0 G.6AU6E,METAL STUDS- - 1 : SILL PLATE - SEE ; / DETAILS OTHOTHERRTTWOrnE WWALISA S, /WG re RtLMt�S MAIN7A FgD/1T TUE LIGHTING FIXTURES WEIGHING L.E55 THAN 56 P0I11D5 STRUCTURE MOVE B'(APPROVED HANGERS. I THRESHOLD - : I STRUGTURA L BACKER ROD 4 SEALANT SHIALL HAVE IN THE ADDITION To TFIE IQE(�UrREI�lTS I I EXPANSION JOINT - - ; i SHEET NO. OUTLINED M&i,THO NO. 12 6AU6E HANGERS CONNECTED FROM THE FIXTURE:HOUSING TO THE 5/8"GYPSUM BOARD - - -I EXTERIOR GONI,RETE _, FINISH FLOOR --- - u ALUMINUM STOREFRONT STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. I I 5L A13/51DF_WALK +00 EXTERIOR IOHS ELEVATIONS / FOR COEURS. - � A6.2 SUSPENDED T-BAR CEILING 25 WALL HEAD DETAIL 20 TYPICAL THRESHOLD .�� E.I.F.S. JOINT ALUM. STOREFRONT JAMB - - -- - - --- - - -- - --- - - -- - ----- - - - - --- -- - ------ -- - _ _ -- --- 5 Fll� EJo, 56L6-00I.D1N6 --- --- - - nu00 SW o SCALE: N.T.S.N75FILE No, WALL-005.016 SCALE, 5" ■ I'-0" FILE No: TI-P-00-001.01048 SCALE: HALF SIZE FILE No, SF5L-004019 SCAL E, 1 1/2" = 1'-0" FILE Not SF,R 009.DW9 SCALE, 11/2 ■ I' O" DWGt N:\97--5142\25\5142_A62,DWG DATE NOV 24, 1997 TIME: 2120 PM 14200 SW Barrows Rd. - 16 or�al_o IF THIS DOCUMFNT IS LESS f� Ilr 111 III 'II III III I I III II, if I I I III III 117 IIT rli rIT 111 I r rlr III r(rfIIF III III np LEGIBLE THAN THIS NOTATION, � __ - _ � IT IS DUE TO THE QUALITY OF THE ORTGINAL DOCUMENT. ILII illllllli IUlhllillllllull lillhlll IIII�IIII IIII�IIII illllllli Illllull Iilllllli IIIIhIII Illlllu�iu�Glu illllllli illlf III)iIIIhIII iIIIf ILII IIII�IIII IIIII11161 IIII�IIII�1111111 iIIIII�IIII IIIIIIIII`IIIIIII'llll�ll ISIIIIIIII,IIIIIII II IIIIIIII IIIIIIIII III�I S' MIN. TO PARAPET TYPICAL ALL SIDES REVISIONS MIN. EACH WAY �- MIN. MIN. EACH WAY PLAN REVIEW LAP ROOF MET�tBRANE PARAPET WALL OVFR SUMP PAN 4 - IYqRE OGCLIR5 1 G0RR.-I/2b/4b -I TO LEADER ----- SEAL . CANT STRIP -- 'k MIN MIN. MIN. MIN. j EDGE OF DRAIN TED DRAIN 4 4" SUMP BEYOND OVERFLOW ASSEMBLIES / � � l !X. - W-0' 5/4" GD-X PLYWOOD / - — h ±243.10' DECACIN6 CLEAR `p. GUIRD • �*245b8' W r DRAIN AND O`v/ERFLOW - /`V 2x BLOCKING-- / / ROOF DRAIN / PARAPET WALL LEADERS - DAYLIGHT SUMP -- -- INHERE OC,CA RS ry PER PLANS LEAD ■ MP PAN ZI X111 O IwI l # - SEAL TO LEADERS c� 5TTi1JGMTURAL / �/ PLAN YI EYE ---- I]' � INSTALL DRAIN 4 / SCALE, 5/4"■I'-0" I -- ui 0) I OVEIKFLOW PER EXTERIOR WALL -- Z O MANUFACTURERS 5ECTIQN A-A 5 05,11 RECOMMENDATIONS f rl cl)(D ROOF DRAIN AND OVERFLOW DETAIL �� wnu. 1 p 11 FILE No, ROFD-001.0W6 SCALE, 1 1/2" , ;'-D" 4 A6.5 3 OO II�1 > N I-I/2"0 VERTICAL RAILING D' I +24227' +245.06' V (D (D POST • 46" O.G. MAXIMUM. - Fes-- SLOPE 1112 MAX. _ -- 0 m c'� PAINT TO MATCH ADJ. WA1LL5. EwaQf: Ea I 1-5/4" I.D. SLEEVE SET A6.5 - - - - ---- - ----- -- - --i. IN CONCRETE STEM WALL.-_ - - BACKER ROD 4 SEALANT 7 7I • E'.'^ANSI ON JOINT.- --_- 1/4 TT I GONG. WALK!N6 ---- S''�� _ R'•i' !'-0' SURFACE 4 a � a :t• � w C) uj CONCRETE STEM WALL - SEE STRUCTURAL FOR -- REINFORCIN6. -- co co - 27 2 RAILING BASE DETAIL EXIT RAMP - ENLARGED PLAN �, co cc FILE No, RAIL-OOIDW6 SCALE, 1 1/Z" ■ 1'-0" SCALE, 1/4■ ■ 1'-0' c"vr-rR5 TAP[(OR L"Q.; n c7 m ATTAG-CD TO FRAMING W! 1 In un 2 TCK 5CREWS EA.51DE O --- -- ,. •,�jC � 8 A j --I-I/2"0 PIPE RAILING � q cc / W/ HORIZ. RAILS 0 Cz. • 12" D.G. MAX. PAINT TO ■ �r • 20 GA. G.I PAN i % MATCH ADJACENT WALLS. - F-2"(FRAME (MAKE WA•'ERTlOHT) / 1-1/20 VERTICAL P05TS W 1/2" • 46 O.G. MAX, PAINT TO PLYWD, SHTG. MATCH ADJACENT WALLS. EXIT RAMP 4 RAILING n . ILL - - UNDER SITE WON I - J =- +245.6e' ,K cCd J W4TER HEATER +245.06 -- +14121' °~ ; a MA5ONRY WALL ° E., r -� TEK SCREWS 0 b"O.G. TYR-4. cu )�INSULATION —4" HIGH CONCRETE CURB (WHERE OCCURS) l _ - SEE STRUCTURAL DYJ05. • D I/2"DIA.EXP, ANCHOR CONCRETE RAMP - Ti'P OF 2 0 EA.LEG I $' I - SEE STRUCTURAL DW55. CONT. � H PLUMBERS TAPE(OR SECTION ATTACHED TO FRAMING W' Q( 0 O A � -----_ 2 TEK 5GRCn_ CA SIDE B 28 23 cu WATER HEATER SUPPORT EXIT RAMP - SECTION v (5 o -.._ - - _ - - _ - ----- 0 FILE No, MIM-OOIDW6 SCALE, I" ■ 1'-0" - - - ---- - -- Tr1 SCALE, f/•F" I'-0" _ A\� - ^ 7 U o 0 - --- 1-1/2"0 PIPE RAILING W/ 1-1/2'0 HORIZ. RAILS • 12" O.G. MAX. PAINT TO MATCH ADJACENT WALLS. -- 1-1/20 VERTICAL POSTS • 46" O.G. MAX. PAINT TO MATCH ADJACENT WALLS. I_ -ED&E of Bu!Lnwv +241 +14121' b8' LINE OP RAMP BEYOND- 4" HISH CONCRETE CURB - SEE SIRUGTURAL DHOS. CONCRETE RAMP - Vr SEE STRUCTURAL DW6S. _Z W Q ~ D U Z 29 EXIT RAMP - SECTION m CO 0 - -- - --- ---- - - 14 SCALE, 1/4" 1'-0" a Z 00 ROOF FRAMING - SEE STWIGTURAI. - -_ _-_._.. D" roly f- Q PROVIDE SOUND BATTa c BUILT-UP ROOF INSULATION W , MEMBRANE -- - 5/81, TYPE 1XI syp" 0 BOARD. (FULL HE16H )T - --� ^� - 2x BEARING WALL _ _ 22 GA. 6.1. FLASHING \ SEE 5TR14TURAI-. (n Q f.. FACTORY PRIME 4 6" MIN. FIELD PAINT --- ' J -- 3-5/6"x20 6A. MTL. - IN. FLR. _ 5TUDS • Ib" O.C. W/ DID ISSUE DATE: S/b" TYPE 'X' GYPSUM • ° BOARD. (FULL HEIGHT) OF OF PARAPET CONCRETE SLAB AND FOUNDATION - SEE EXTERIOR WA!L STRUCTURAL DRAWIN65. ° ■ /��/�\;/\� �� a RRAYVING SCALE OF SHOP BUILDING /Q/ \� FIN. FL 141.10 �W N BY: LAP ROOF - /j/j�� MEMBRANE 0/ /\\ ;�% SHEET TITLE: TOP OF WALL. \ MISCaLMEOM DETAILS SHEET NO. A6.3 ISUI'97-0546 14200 SW Barrows Rd. -- - --- ------ - - -- 30 - --- -. ---- -- - -- - - -- 25 - - 20 -- __ - ----- 15 FLASHING DETAIL - - ----- 1C� FOOTING DETAIL 17 of 23 d�f FILE No, FLAS-00IDW6 SGALEs 1 1/2" 1'-0" FILE NO: FOT-OOLDW6 SCALE, 5/4" ■ 1'-0° DWG, N:\Tl-5142\25\5I42_Ab5.DP49 DATE: NOV 24, Ig9"1 TIME: 2:20 PM IF THIS DOCUMFNT IS LESS r1 ilr T III III III fll I I III III I�r I f III III fjT IIT III 111 111 u � �LRGT8I.F THAN '"HTS NOTA9'TOPI, _��._._�_ _-_— — �_- `-�__-�_- --- IT IS DUF Tr THF QUALITY OF / No. �•��5 THF ORIGIN".L DOCUMENT. - -- - - - VIII IIIIJIIII IIIIJIIIIJIIII IIIIJIIII Illl�illllllll IIU�Ilillllll�llll IUi�llll IIII�IIII iIII�III111111J1111 IIII�IIII Illl�llli ilu�Uli illl�illill�u�usilil�uGiui�lui ini�ilnliui�iiii Ielll�lul liu�iulK.�nu en�nnll11111u1�!I 11111111111�11n cn�lln inilull ' , ,.,�i�F!VY �.,,,v" N Gut." i..ti. , It II ,,,�N,s..z ��,,,.. ,d.u,. _ ..t. ,.. . .. ! .a1:Ax:i �"k"�d±•:r. ,I I k, I �J;:: °, ., 1 ,'.:;., ,: :I.y, .,-.,,.:, ,:.:. .:.... ,.a'J�;l;.,.- ... .. ,w.0 .. ,..i.:,,$)d,u,nL. _, .. _... - - ,,. to<•v 4�"'�15+!. -(rL''�,;r�,"i,� , ,. SMI �• 7q , ".IL .. . REV18IONS r - OE:NERAL 5TRUG7URAL NOTES -- ---- STRIGTU/RAL IZTE5 ALBERT5ON5 PAD BUiLC)iNI05 - TIOARD, OR MASONRY: LIVE L04*.✓-S PLYWc70D 5HEAITIIN6 I Rt--,OF ---------------25 L55 PE 1k 50. FT (SNOW BUILT-4.1P LOADING A5 PER 5EAO I, ALL DUILDIN6 BRICK UNITS SHALL BE 4000 PSI UNITS GONFORMIN6 TO U.B.G STANDARDS NO. 2i-I GRADE 3W. ALL HOLLOW 1'lRIGK CLAY MIA50NRY � I SNOW LOAD ANALYSIS) UN1T5 L1.APL fW00D 5HEATHIN6 SHALL 55 BE G-D GRADE UNL.EOTH5E ERW1 FLOOR --------------LEVEL 40 LB5 PER 5Q FT SHOWN,WITH EXTERIOR BLUE MANUFACTURED IN ACCORDANCE WITH fI SHALL DE 4060 P51 UNITS,S, ON THE BRO55 GRO55 SECTION, GONFORMINI6 TO 9 C WIND -----------------1I B.G. DO MPN BA51G E7�P061ARE "D" J�UTED STATES PRGDUGT STANDARD P5 I-D:S'AN5! A194.1 "FOIA GON9TRUGT!ON SEISMIC ------------UBC ZONE III 144.1 EDITION STANDARDS NO 21-I 2 ALL STRUCTURALiS BRICK UNITS SHALL DE 50LIp ROUTED UNLESS OTHERWISE N+CITED ^.ND INDUSTRIAL PLYWOOD", CpN1FCI1RMIN6 TO U B G. STANDARD 25I4, AND 9 ONE MORTAR TEST ONE 5R'7U'F TEST AND THREE M15M TESF5 SHALL BE BEARING THE APA TRADEMARK OF: THE AMERICAN PLYINOOU A55CCIATION ' TAKEN BY AN iNPEPENDENT TE STIN& COMPANY FOR EACH SOCIO 50 FT OF WALL AREA A ROOF 5HEATHIN6 151/52' Se"ERAL WITH A MINIMUM OF THREE TESTS PER TYPE. FOR TE5T.N6 RE3UIREMENT5 SEE U B G B. FLOOR 5HE ATHIN6 5/4" 8 I UNLESS OTHERWISE NOTED. ALL MATERIAL AND PE516N SPECIFICATIONS :�PEG!FIGAT!ON5 21-16. G WALL SHEATHING 1! LAJ CITED HEREIN SHALL CONFORM TD THE MOST RECENTLY ADOPTED 4. GROUT POR ALL REINFORCED BRICK SHALT BE 51t' A66R1'.BATE GpN4GRETE 2 PLYWOOD SHEATHING 5HALL BE LAID WITH END JOINTS S I ALL ED SPECIFICATION A GODS THESE STRUCTURAL MUTES ARE TO TE USED ASA WITH A 26 DAY COMPRESSIVE 5TRENII OF 4000 PSI DE51BN MIX PER ASTM G"1-76 BLOCK ALL WALL SHEATHIN19 WITH 2x4 FLAT BLOGhIN6 AT ALL ED5P5 4 NAIL A5 PER SCHEDULE AND DRAW,N05 Z q.. I 5UIP"'IENT TO THE SPECIFICATIONS S. AL SHALL R 7-D INCHES, PER UBC. STANDARD 21-14. uj 5 LAY OUT PLYWOOD TO ELIMINATE ANY WIDTH LESS THAN I -U H"AIL N6 ANC D S. ALL MORTAR FOR TYPE MASONRY SHALL CONFORM TO UD G '' SEVERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ,, C.ON4NEGTION SCHEDULE MINIMUM NUMBER OF NAILS FOR WOOD MEMBERS �-,N-� 3 SHOP DRAWINft SHALL BE REOUIRLD ON REIWORGIN6 5TeF..L, STRUCTURAL STANDARDS 21-15, TYPE S, 4000 PSI ."'?MPRE551VE STRL`N6TH AT 2a7 DAYS, WITH THE X fEEL., WOOD TRUSSES AND SHALT. BE REVIEJ•LED PRIOR TO FABRICATION FOLLOWING PROPORTIONS BY VOLUME ---------'--^---_-----«--------"-'-------'----^- ^---_.------------------------------------------ Z CC LE4Q UN5 STATED OTHERW15E ,N THE SPECIFICATIONS, 5UDi-11T PRINTS AND I CEMENT - I PART .----- a SEPIA REPRODUCIBLE FOR APPROVAL OR GORRECTION5. LIME - 9/4 PART MAXIMUM GO------ QN COMMON OIL SAND - 4 PARTS MAXINAIM -------•----------•-----------------------•----------•----.-_•-_-._____.-_.•- 4 THIS STRUCTURE SHALL BE ADEOUATELY DRAGED FOR WIND, LATERAL 6 ALL MORTAR SHALL BE MIXED BY MECHANICAL N1EAh5 AND PROPORTIONED STUDS TO PLATES - ENV NAIL 2-iso un wEARTH OR CARTHGUAKE FORGES UNTIL THE ROOP AND WALL UNITS NAVE OR TOE NAIL 4-IODD BY ACCURATE MEASUREMENT 5NOVEL MEASUREMENT WILL NOT BE ALLOWED BE-EN PERMANENTLY ATTACHED THERETO. 10P PLATES 1 DOTtON PLATES 1 SPECIAL INSPECTION WILL DE PAID FOR AND APPROVED BY THE OWNER (0� r 5 ALL FEArJRE5 OF' GON5TRLIGTION NOT FUX"LY 44 SHALL BE OF THE9 SPIKE T06ETHER 10-D • D' O C SAME TYPE AND CHARACTER A5 ShU0Y1N FOR SIMILAR �CDNlDITIONS 5L"CT TO 6. ALL REINFORCINIG FOR MASONRY WALL SHALL BE 00- 60, COMFORMIN& LAP ! INTL'lRSEGTIONS �1-IOD E.5 OF JOINT W �D TO ALL PROVISIONS OF CONCRETE REINFORC.IN6 SECTION ABOVE. 0o (2 } cy REVIEW BY THE ARCHITECT AND ENGINEER S FLOOR J015TS(BOOP t CEILING JOISTS? �D 4 EXCEPT A3 OTHERWISE SHOWN, REINFORCE ALL MASONRY WALL.; WITH THE Q 6 ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR SHALL DE TO PLATES OR BEAMS - TOE NAIL 2-100 • D" C.,: FOLLOWING MINIMUM. (J.)M APPLIED PLACED, ERECTED ON INSTALLED IN STRICT ACCORDANCE WITH THE BL.00.iUN6 TG PLATE - TOE NAIL 2-I00 MANUFACTURER'S INSTRUCTIONS b" NOMINAL. WALL. THICKNESS BLOCKIN& TO JOISTS- EACH END 2-I00 � 04 • 48" O C VERTICAL • CENTER OF OROUTED VOIDS FOUNDATIONS 2-04 HORIZONTAL IN BOND BEAM5 • 4d" O.G CORNER STUDS IOD • 12" O.G. 0" NOMINAL WALL THICKNE55 2x LAMINATED BEAMS IOD • 12" T D I. FOUNDATION SIZE'S SRC BASED ON A TOTAL LOAD DEARINb SOIL PRE75UR!< 05 • 24" O.0 VERTICAL • CENTER OF 9ROUTED VOIDS STAGGERED S. PER SQ. FT. AS CIE-516NATM IN LOCATIONS IN GEOTECHNICAL 2-04 HORIZONTAL IN BOND REAMS• 40" OC PLYWOOD SHEATHING OF 2500 LD RPNC'RT 12" NOMINAL WALL THICKNESS 1 FOUNDATION ELEVATIONS SHOrN ARE TO BOTTOM OF FOGTINF)�S AND AllcE. 09 as • 24" OC VERTICAL • CENTER OF GROUTED VOIDS ROOF SHEATHING 15 EE BASK DID ELON ELEVATIONS, 2-f5 HORIZONTAL IN BOND DCAM5• +w" CC AT ED9E8 OF EACH SHEET S. ALL P ELE A SMALL DE POUNDED ON FIRM UN4D19TURDED ORI&INAL SOIL IO EXCEPT AS OTHERWISE SHOWN, REINFORCE AROUND ALL OPENIN65 WITH 5LOCKIN6 AND HALLS DD • b" OC S. RECOMMENDED SH LLr-SEME FOUNDIMCHNICAL EN61NEER'S REPORT NEW FOpTIN4d5 2-09 HORIZONTAL AT HEAD X OPENING PLUS 4'-C" d I-HMS VERTICAL AT EACH AT INTERIOR OF SHEET 8D • 12' OC. =•HALL BEAR IN UNDISTURBED NATIVE MATERIAL OR IN GC�AGTFFp SMIA TURAL FILL. JAMB X OPEN!N6 PLUS 4'-O" AT BOUNDARIES OF ROOF DD• 6' OC 4. ALL PpCTiN55 SHALL BE A MINIMUM OF -b' ESELOW Ex.ISTIN6 ORRADE II. EXCEPT AS FOUNDOTHERATION SHAWN, DOWEL ALL MASONRY WALL VERTICAL 2 FLOOR 5HEATMIN6 9/4" 9T EEL TO FOUNDATION WITH I-tuy DOWEL X 4'-O" • ALL VERTICAL WALLS, I S ALL DISTURBED SOIL SMALL DE REMOVED BY HAND OPERATION FROM AT EDdES OF EACH SHEET J9D • b" OC RQ�f\ WITH DOWEL EMBEDDED INTO CONCRETE MINIMUM 2'-O" �S �HGiNEe, FOCTINJ6 EXCAVATION TO NEAT LINE'! ANC REPLACED WITH STRUCTURAL FILL &LOCKING AND WALLS OD • b" O.G. 12 LAP ALL BARS A MINIM UMi OP '56 BAR DIAMETER5 E=XCEPT A5 OTHERWISE ' IF NECESSARY AT INTERIOR OF SHEET OD • D" OC V3 n THE FOUNDATION INVESTIOAT10N REPORT 5HOWIN6 L065 OF BORIN65 ANC 9HONH, AT BOUNDARIES OF ROOF 60 • 4" OG 13,8®3 13 PROVIDE 2'-0" x 2'-0" BARS AT ALL CORNERS AND INTERSECTIONS FOR ALL OTHER PE=RTINENT DATA 15 AVAILABLE AT THE ARCH TE'GT5' uFFICE FOR APPLY 1/4" DIAMETER CONTINUO115 DEAD OP 5M4525 CON5TRUCTION ADHE=SIVE CR AF6-OI INSPECTION BY ALL QUALIFIED B1DDE� WALLS LOUAL IN 51ZE AND NONUSER TO HORIZONTAL L REINFO INO ACCEPTABLE BLUE TO TOPS OF ALL JOISTS BLOCKING AND PLATE IMMEDIATELY PRIOR 4 PROVIDE BAR P05TlONR FOR ALL VERTICAL REINFORCINl6 0 PROTECT THE MA50NMRY UNITS STORED, STORED ANC ERECTED, FROM THE TO PLAGIN& PANELS. STRUC MEAL FILL OR BAC►.FILL '-,\. . ELeI,1FNTg { ALL FILL AND DAGKPILL PLACED IN TIC BUIL.DIN& AREA AND BENEATH 3 WALL SHEATHING 1 " U 9/52 • iNTe1RIOR OF EACH SHEET H9D • 8" OC ��HAYFCFO PAVED SURFACIT- SHOULD BE DENSELY COMPACTED SUCH FILLIN43 AND LIGHT 6AOE STEEL FRAMIN6 • BOUNDARIES OF WALL aD • 4" O.G. xk BACKFILLINS SHOULD BE ACCLO ACCOMPLISHED AFTER PREROLLIN9 WITHIN THE BLOCK ALL F-V&eS WITH 2x4 FLATS AT EP&CS OF EACH SHEET TO STUDS BLOCKIN& t PLATES EXP: 8/30/99 DUILDIN5 AND PARKIN& A-.EA5 OR FOLL-OWIN6 OVER-EXCAVATION IN STEEL TO BE, " POOTIN6 AREAS THE 5TRUCTURAL PILL SHOULD Be PLACED IN LOOSE LIFTr✓ 4 PIBERBOARD SHEATHIN•16 (INTERIOR WALLS? A ASTM A-441 bR.ADE D(Fy + 90 K51) FOR Ib 6AEiE AND HEAVIER NOT EXCEEDIN6 EICaHT INCHES IN THICKNESS AND THORL`J6HLY COMPACTED AT EDQIES EC • 5 O.G. cc B. ASTM A-448 GRADE A iF ■ 59 K5U FOR IB SAGE AND L!1yHTER. • � � TO A DENSE,NON-YIEL VIN6 STATE A DEN51r'/ EOUA'- TO AT LEAST 45 PERCENT y AT INTERIOR 6D • b' C.G _ U1 2 ALL FAL'lRIGATION, ERECTION. AND IDENTIFICATION OF LIt3MT 6A;�E i' SHOULD Be ACHIEVED FOR ALL FILL PLACED ON THE: 51-E, THE ADEGIUAGY OF THE FIELD COr'HPACTION SHOULD DE VCHRIFIED DY' RANDOM FIELD DENSITY SPE-CI FRAMIN6 SHALL CONFORM To UDG STANDARD -°F AND AISI l , �"I M TESTS THE MAXIr.JM LABORATORY DENSIT` `_►K�IiLL> B[ IN ACCORDANCE SPEGIPIGENIONS OTHER WOOL: CONNECTIONS �/ Q ATH THE MODIFIED PROCTOR COMPACTION PROGECIU1RE (A5TM 015917-170) 9 PAbTEN11N4d OF COMPONENTS SMALL BE WITH SELF-pRILLIN46 5CR'EI"r` OR 2x FIRE BLOGKIN6 SHALL BE PLACED 'N ALL WALLS AT a-0" O.G VERTGA: OR '�"t In N FA5TENINt9 OF COMPONENTS SMALL BE WITH HELC'ING �4 p5 O STRUCTURAL FILL L 00 C CONSIST OF REASONABLY ►ELL-E3RADFO SANG A. ALL WELLS 5HALL BE OF 50FFICIENT SIZE TO ENSURE THE STRENGTH oP AT EACH FLOOR LEVEL E�� O O SAND AND GRAVEL OR GRU■.�NED ROCK ALL PLATES AND LED6ER.5 E>~1AL1- BE ANCHORED WITH A MINIMUM OF 3 ANCHOR_`. PER PIECE v THE CONNECTION Tp FACILITATE COMPACTION PART IG 'LARL'f pIJRIN6 WET HEATHER. CONNECT ALL REAMS AND JOISTS WITH 51MPSON HANGERS TO DEVELOP STRENGTH OF !-IEMBERS CONDITIONS, THE FINES CONTENT OF ANY SOIL USED A5 STRUCTURAL FILL D. ALL WELL'IN46 SMALL CONFORM TO AW5 SPECIFICATIONS ALL FRAMING CONNECTORS SMALL DC 91MP5ph APPROVED � C"7 1n 5HALL BE LIMITED, THE FINES CONTENT 15 DEFINED A5 T)< PERCENTAGE G. ALL WELDERS SHALL DE CERTIFIEDFOR LIGHT 6A61! A STEEL UNDER W5 rO O SPECIFICATIONS PRE-DRILLLES HOFOR LAO THREADS Ln InOF 501L PA551140 A NO 200 ME5H SIEVE BASED BY HEI&HT ON THE MINDS 4 STUDS STS OR J0451`5 SHALL DE AN6EI-E5 HDS STUDS OR x"1151-5 WITH PLATES TO GONIGRETE FOUNDATION 5/15" X Ip' ANCHOR I9CLT • 4'-U" UG r1A_, O M••y ... THREC-QUARTER INCH FRACTION AND U51N6 THE WET SIEVE ANALYSIS STIFFENED LIPS A5 MANUPAGTL'RED BY AN5ELE- STUP60 OR APPROVED 51ZE DURING WET WEATHER CONDITION5 THE FINES CONTENT SMAC!_ DE LIMITED TO AND 6AGE AS NOTED ON DRAWIN&5 LA(5 BOLT INSTALLATION 6 k LESS THAN ABOUT 5 PERCENT. DUR1 45 RELATIVELY DRY I-CAT'1ER 5, PROVIDE ALL AGGE'SSORIE5 INGL.UDIN6, BUT NUT NEGE55ARILY LIMITED �� O CONDITIONS THE FINES CONTENT COULD BE A5 HIGH A5 ABJUT 15 PERCENT, Iii" DIA BOLT ■ 5/16 DIA. HOLE PROVIpED TME MO15TUR= C7NTENT IS GLO°ELT GONTRGLLED AT A LEVEL TO TRACK$, CLIPS, WED STIFFEN0t5, ANGHOR3o FASTENING DEVICES AND 5/D" DIA. BOLT ■ 15/52" D,A. MOLE NEAR THE OPTIMUM N"101STURL' CONTENT FOR THAT 501E OTHER ACGES5ORIE5 REQIJIREL+ rOR A COMPLETE AND PROPER ,45TALLATION • b. ENP BLOCKING 5HALL BE Owz-)VIDED HHERE J015T END£• ARE IIOT I" 'I DIA BOLT ■ I!f' DIA LE: • �'� OTHERWISE RE=STRAINED FROM ROTATION SIA BOLT s 11/16 11 AIA HOLE CONCRETE - GAyT-IN-PLACE -7 SPLICC5 IN AXIALLY LOAL'CCJ 5TUD5 SHALL NOT RI! PERMITTED. a STUG+'3 SHALL BE 5EGURI:L ATTAi HED TO FLANIBE5 OF BOTH UPPER AND 50AP THREADS OF LA&5 IM'ME;DIATELY PRIOR TO IN51ALLINTIN&WITH H"IRENGH ONLY. I ALL REINFORCED CONCRETE 5HALL DEVELOP A MINIMUM CF 2B PAYLABORATORY LOWER RUNNERS PROVIDE STANDARD PLATE WA5HE"UNDER HEADS OQ NLITS OF BOLTS J LORED ;,OMPRF-551VE-CYLINDER STRENGTH OF 5000 P51. FOR FOUNDATIONS a 57=5 TO BE BRAGEG' ✓+ " EaRID61NG F'[R -+ANUFAGTURERg 59EGIP'CATICN9. BEARING ON WOOD N � AND GRADE SLAM!, -F..H 2 A MINIMUM OF 4 GCNCRETC 1E57 CYLINDERS SMALL BE PROVIDE=D FORIN HIGH WIND RE61ON5 ,90-110 MPH) Py EACH 100 W YARDS OF EACH CONCRETE STRD40TH CYLINDERS SHALL DE GLUE LAMINAT7=D MIEMBER_ CONNECT EXTERIOR WALL 5TLD TO THE SILL PLATE WITH A 51MPSCN ,:52C STRAP Aini 1�1 TESTED AS FOLLOWS 1 • 1 DAYS, 2 • 26 DAYS AND 51TE U)RED CYLINDER 1. (5L.UE LAMINATED MV-L S' SHALL. �.ONIFORM TO U.DG 5TANDAR.P5 251JR, b-IOD AT EA END OAPPROV7:: F---?UAL AT MIN 4'-0" OC PRIOR TO REMOVAL OF PIC" POR 5LAD'a AN4D 0C.M9 AITG 117 AND MANUFACTURED IN ACCORDANCE WITH U 5 STANDARD P5 5E-1' AT EXTERIOR WALL FLOOR-TO-FLOOR GONNECTION5 USE A M5T/% AT MIN. 4'-O" O.G. 5. CONCRETE GYLINPE1°R SAMPLIN IS AND TESTING SHALL CONFORM WITH A5TM MEMBER5 LESS THAN I6-INLHE5 A DEPTH 5HALL ESE 2OF-V4 MEMBERS AT EYTERIOR ROOF-TO-WALL GCNNIECT5 PLACE A SIMP5CN WUZRIGANE TIE AT EA. ROOF SPECIFICATIONS. MEMBER. pool 4 CONCRETE. FORMS, MIXIN49,PLAGIND AND CUKINd SHALL CONFORM TO THE 16-INCHES, OR 9REATP_R IN DEPTH SHALL Be 24F-V4. FRAMING ACI MANUAL OFGOIiGRETE PRACTICE AND ITS SPECIFICATIONS ALL 6LUC ,,"AMINATED MEMBE=RS SHALL BE NOTCHED 5HAPEC AND a4 F'N15iW A5 PER PLANS AND EPECIFiGATIONS AND SHALL BE FABRICATED 5 AT AREAS OF :.E S510N5 FOR SLABS AND BEAMS,PROVIDE MINIMUM WITH IN7ERPROOF SLUFa- LIGHT METAL PLATE CONNECTED WOOD TRUSSES THICKNESS OF V". P111 A5 FOrk ADJACZNT AREAS INLET-5 OTHERWISE 5H01'VJ. 5 ERECTION OF HENMR,:- SHALL CONFORM TO AITG 5PECIFI,CATIONS b SHORE- AL, 5LLF-5UPP0RTINc5 SLABS AND BEAMS UNTIL JOB-CURED I TRUSSES SHALL COMPLY WITH U.B.G. 55ECTICN 291!. CIVISION III AND ALL 4. PROVIDE STANDARD 1000 F'OCT RADIUS GANDER UNLESS OTHERWISE •� C'YER`S LINDINDICATE A MINIMUM AVERASE OF 100% OF THE DESIGNATED NOTED F'RCV151ON5 OF THE DESIGN SPCGIFIGATION. FOR LIC HT METAL PLATE .r MINIMUM CYLINDER 5TREN6T'M. 5. ERTIFICATE5 OF INSPECTION Si AND 02 FROM AITG OR AN INDEPENDENT CONNEGTEP WOOC TRU95EA 0" THE TRI)53 PLATE INSTITUTE UNCEPT A9 '� • � 1. 5L.EEVES 7HROU,--W BEAMS AND SLABS FOR MECHANICAL LINES SHALL BE TES IN6 LABORATORY WILL BE REQUIRED. OTHERWISE NOTED r FA3RICATED FRIM STANDARD HE16HT STEEI- PIPE WITH ANCHORS AS 6 SHAPE TOP OF ALL- (SLUE LAMINATED MEMBERS '1'0 SLOPE OF ROOF 2. ALL TRUSS AND COMPRESSIVE MEMBER STAY BRAGIN& AND CONNECTIONS APPROVED BY THE EN61N4P-ER UNL.EyS OTHERWISE NLOIED. 1. E5EAM5 CANTILE IERIN ,OF I/JNTINUOUS OVER ONE' OR MORE SUPPORTS SHALL BE MAWPACTURE I DY AN APPROVED MANUFACTURER 6 ALL CONCRETE JOINTS FOR CAST-IN-PL.AGE BEAMS, WALLS FOUNDATIONS SHALL HAVE EQUAL BENDING SIRE55 RATING IN THE TOP AND BOTTOM FACE5 5 MEMBERS SHALL NCT EXCEED A LIVE LOAD DEFLECTION OF L1-560 FOR ROWS AND SLABS NOT ON 5RADE SHALL BE ROUGH `EXTURED WITH 2* KEYS AT OR L/b00 FOR FLOOR-5 OR WORKING STRESSES rOR THE APPROPRIATE MATERIAL CENTER CONTRACTOR SHLL AOBTAIN E 'S NGINEERRL'VIEW ON DETAILS OF ALL FRAMIN6 LUMWR G UNDER A TOTAL LOAD OF I'Tv F`SF FOR ROOF MEMBER UNLESS NOTED OTHERWISE c V O CONSTRUCTION JOINTS PRIOR TO CONSTRUCTION • "4)55 Mi.'VFACTURER S5t NLL FURNISH COMPLETE EN6INEERIN&SHOP I ALL FRAMING LUMBER SHALL BE DOUGLAS FIR-LARCH OR HEM-FIFE A5 NOTED BE=LOW DRN IN(" WITH RE615TLRtG PROFESSIONAL. ENGINEER'S SEAL. SHOP 6 G 0 ANC SHALL ONPORM TO THE PR,OVISION5 OF UiI STANDARD - S-1 AND SECTION 2309. DRJ �N465 SHALL SHOW CLEARLY ERECTION PLAN AND ALL STAY REAGIN& t'OR TRUSS GONGRETE REINFORGIN&STEEL ---------------------.---------_-------------------------------------------- COI-1('RZ55iVE MEMBERS IORCES AND COMBINED 5TRE5SE5 FOR VERIFICATION �� u 0 SIZE C.LA551FIGATION DES6N VALUE /P9.IJ gUE'•MITfAL SHALL ALSO NCLUDE ALL ICDO APPROVAL INFORMATION • �� C I. ALL REINFORCING STEEL FOR CONCRETE SHALL CONFORM TO ASTM A-615 &RADE 60 ____________________________,_---__._-.-_-----___----------------------- -- 5 d" CONNECTION PLA7-E5 SHALL DEVELOP THE FULL STRESS IN A MEMBER v ~ 2 ALL WELDED REINFOERCIN6 STEEL METAL INSERTS AND CONNECTIONS (DOUGLAS FIR-LARCH) WITH A MINIMUM TRANSFER AT ANY MEMBER OF 2000 1-155 4„� a 4) SHALL CONFORM TO U.D.G. STANDARD NC. Iq-2 b rl � RJQINFOFCINJ6(MINA-VM UNLESS CjTHERH15E SHOWN ON PLANS,) A E.tTLHZIOR WCL STUDS INVETMRENDENT TF_STINFiC4C40HRAW THAT ALL T U55ES CERTIFICATES FROM AN A REINFORGIHG FOR WALLS STUD GRADE FFbc • P ALL TRUSSES DELIVERED TO J005ITE En "� CONFORM TO APPROVED SHOP DRAWINGS. COST OP ALL TEST CERTIFICATES �. 6" - VERTICAL 04• 12" OC. HORIZONTAL 04 • 12" OC E • 1,400.000 SHALL BE BORNE BY THE TRUSS MANUFACTURER AND SHALL BE 5UBMIT'TEV (� O D° - VERTICAL 0S• 12" O.0 AORIZONTAL 05 • 12"O G PRIOR. TO THE START OF ERECTION rrAA 10" - VERTICAL- 04 • Ib" O.CE.F. HORIZONTAL 04 • Ib" Of,E.F D INTERIOR WALL.OR ty � ^I 1 CCNH7•L!GT AL1. TRUSSES TO SUpppRTIN16 Mt':��IBERS WITH MINIMUM � � 12" - VERTICAL 04• 12' O.G.E.F HORIZONTAL 04 • 12" C.G.E.F STANDARD A BETTER c Fb 8 S I-51MP•.,ON "H' ANCHOR AT EACH BEARIN O POINT B. PLACE 2-'+9 GONTINUOUI'' AT BOTTOM,TGP AND AT Mi5GONTINUOUS OR STUD SRADE E ■ It�OOO p TRU95 MAxkrAGTIJRER SHALL INDICATE: LOCATION AND TYPE OF ENDS OF ALL FOUNDATIONS AND WALLS. C. "JOISTS ADDITIONAL FASTERNERS,STRAPS ARV HOLDDOWNS IF RL=xUIRED C PLACE 2'-0" X 2'-0" ®ARP, AT COW-IERS AND INTERSECTIONS FOR HALLS AND NO I Fb ■ 1550 FOUNDATIONS EQUAL IN 51ZE AND NUMBER TO HORIZONTAL REINPORGIN6. D PLACE 2-05 X OPENINIA WIDTH PLUS 4'-0" TOP AND BOTTOM;2-45 X 4'-0" Er ■ ,600,000 TRUSS JOIFT PRppUGTS DIAE-0NAL BARS AT EACH CORNER, CP ALL OPENIN&S C BEAMS E PLACE 2-05 X OPENING DIMENSIONS PLUS 4'-0" EACH 51!)E OF ALL OMNIN66 NO. 1 Fav • IT50 1 ALL TJI JOISTS AND MIGROLAM,'PARAi.�A� L••EAMS AND HEADERS SHALL COMPL"' ANP 2--5 x 4-O" DIA60NAL BARS AT EACH CORNER OF ALL SLAB OPEtNINdS Fy e,5 WITH 11ANUFACTURINI6 SPLGIFIGATION C4Q.EAT:IR THAN I'-b" IN DIMENIrdION Fc a25 2. ERECTION AND WNNEGT'IONNS Cr ALL .JC1-iT5 AND BEAM5 SHOULD STRICTL` 4, AL.,- WELDED WIRE FABRIC SHALL CONFORM Tu ASTM SPECIFIC=ATION A-ID'S E ■ 1000,000 FOLLOW MANUFACTURING ZECOMMENDATION. A ALL WIRE FABRIC SHALL 13F.. SUPPLIED AND LAID IN FLAT SHEETS AND E P05"S 3. ALL TR1U55 END AND BEARING LOC•ATION5 SHALL BE BLOCKED'BRAGED. SHALL BE CHAIRED TO PROPER POSITION IN SLA05 LAP ONE F=ULL MESH PLUS NO Fb , 1700 0-PECIAL INSPECTION - PCR LCC 1444 1701 2' ON SIDES AND ENDS. E • 1,600,000 5 ALL REINFOR1;INO STEEL SHALL BE DETAILep, FABRICATED AND PLACED IN F 5LOG+cIN6,PLATES t BRID6ING- t1_.PEGTOR 19 TO BE GONTRAGTEp BY OWNER EN61N4LER OR AZCIHTEGT FER ACCORDANCE WITH AGI DETAILINS MANUAL 015. A ALL REINf<ORCIN6 STEEL. �iN•IALL CE ACCURATELY AND SEGURCI_Y PLACED. 5TAN1:AN2D OR BETTER FED • b00 GODS REOUIRPMENTg. 5, REINFORGIN6 SHALL NOT BE 5F.NT OR D15PLACEr FOR THE CONVENIENCE STUD GRADE Fc ■ 655 SPECIAL INSPECTIONS SHALL BE PERFORMED ON THE FOLLCw'NG WORK E s I,_OC,000 CF OTHER TRADES UNLESS APPROVED DY THE STRUCTURAL. CNBINEER 2 ALL MEMBER5 5x OR LE55 (LEAST DIMENSIONS) SHALL BE MAXIMUM A% C SPLAY REINFORGINMS 57EEL AROUND OPENING WITH I SPLAY 10" SP �Y M015TURE CONTENT CONCRETE PER LBG STANDARD I9-5 ,PNCC TIME INaPEGTION? UNLE55 OTHERWI5E SHOWN. 5 PROVIDE SOLID DLOCKINO AS SAME DEPTH OF THE MEMBE=R AT ALL POINTS I SLUMP D, MINIMUM COVER FROM CONCRETESURFACE` 'J REINFORCING 5TEEL OF 0EARIN6. SOLD BRID51N6 • 6'-0' O<, MAXIMUM -SHALL BE REOUIRED '• STRENeTM SHALL BE, WHERE ,JOISTS HAVE A 3 TO I OR CvREATM DEPTH TO THICKNE55 RATIO ANC' 3, AIR CONTENT 5" •- 1/2' TO BOTTOM O►' FOOTING WHERE ONE FJDOE 15 NOT HELD IN LINE ©Y 5HEATHIN6, WALLBOARD,BRACING, 2' +- 1/4"TO EARTH FACE OF WALL_ 4. REINFORGINB STEEL 1" �- 1/4" t0 IN91DE FACE OF ^L.L ETG WSTEEL .L 2' r- 1/4"MAIN STEEL BEAMS AND COLUMNS 4 AL.L PLATES AND LEDGERS IN CONTACT WITH CONrRETg OR MASONRY 5!4" •- SLAB TO TAP AND BOTTOM SURFACES CENTER OP SLABS ON &RADE `-HALL BE PRE`9S' TREATED P T LUt-!PIER SHALL BEAR THE AWPB OUALITY I HI&H TUBAL STEEL WELDINB (FABRIGN 1101.:REGTOR SUBMIT WFS TO INSF°EGTOQMIS E. LAP ALL BARS A MINIMUM OF 'Sb CIAr•tETEER5 EXCEPT A5 OTHERWISE MUTT-C MARK 2 HIIr$H STRENUyTH DOLTIN&(L/E3G SECTION !7OI.b) 0 5 DOUBLE ALL •JOISTS UNDER ALL PARALLEL WALLS 5. EPDXY OR MECHANICALLY FASTENED ANCHOR BOLTS _j Z P. ELECTRICAL CONDUIT SHALL EE PLACED NEAR CENTER Or SLAB J 6 SEE SGMECULI AND DRAWINFiS FOR ►:AILING RL°QUIREMFNT9 SPECTTIION REOUTAEV FOR (NON-CONTINUOUS INSPECTION) =Y Uj Z INSPECTION 0 STRUCTURAL STEEL AND MISGELLANC,?US IRON I ALL PiR15M TEST PREPARATIONS m rrnn 2. &ROUT SPACES PRIOR TO EACH OPERATION V I 5TRUCTURAL STEEL SHALL CONFORM TO ASTM A-56 n ALL 6RCJTIN6 OPERATIONS W STRUCTURAL TUBES SHALL CONFORM TO ASTM A-500, 64kAVE D,Fy . 46 K51 4 PLACEMENT OF REINFORCING 5TEEL Z cc LL 5. AFABRICATION, ERECTION AND IVENTIFIGATION AND PAINTING O a O STRUCTURAL STEEL SHALL CONFORM TO AISG 5PE_CMICATIONS - DIV1510N VIII ILRFC) OR WOOD GpNSTTRUGT1pN DIVISION ix (ASD) MLC' UB.G. STANDARDS NO, 22-1. 1 SHEARWALL AND DIAPHRAOM NAILING t ALL WELDING SHALL CONFORM TO AW5 SPEGIFICATION5, D A ALL WELDERS SHALL BE CERTIFIED UNDER AWS SPE4IrI(_ATIOI4S, IT 15 THE C0NfllAGTOR5 RE5115ON51BLITY TC GONTACT THE INSPECTOR, Q. B. WELDS SHALL BE MADE HITH E'70 SERIES ELECTRODES UNLESS 24 MR MINIMUM NOTICE) FOR INSPECTION SERVICES, THE INSPECTOR SHALL W OTHERWISE NOTED BE PRESENT AT THE PRE-CONSTRUCTION MME TIN& TO GOOWINATE WORK WITH THE G WELD TE5TIN6 AND INSPECTION 5HALL CONFORM TO THE MINIMUM CONTRACTOR, ENGINEER ANC OWNER ALL INSPECTORS SHALL BE CERTIPIED TO m REOUIREMENTS CF THE AWS DU ANG A!5C. PERFORM NECESSARY INSPECTION PER CITY OF PORT'LAk'D CERTIFICATION REQUIREMENTS = "� D THE STEEL FABRICATOR AND ERECTOR SHALL DEVELOP A HEL.DIN® N PROCEDURE SPECIFICATION (), °55) PER. AWS ru, FOR ALL WELDS - 51 EMIT HRITT'EN COPIES TO THE INSPECTOR FOR, RE VCHr PRE-FABRICATED CONSTRUCTION 5 DRILLED-IN ANCHORS SHALL BE "RANI--STUD" BY RAWFLUd !NC, CR APPROVED ALL PREFABRICATED CONSTRUCTION AMD MATERIALS 504ALL CONFORM TO UBC: 1994 5TANCARDS SO ISSUE DATE' b ANCHOR B')LTS SHALL CONFORM TO ASTM AC25,ORADE A PRE-FADRIGATL'D MANUFACTURERS 5HALL SUPPLY STAMPED ENI61NEERINI6 CIRAWINC-5 AND - 1. ALL BOLTS I0 BE A525(X), UNLESS OTHERWISE NOTED. CALICOLATIONS IF NECESSARY OR AP'�ROPRIATE INDEPENDENT TE5T1NI6 ASENGY APPROVALS JOB NO, D "SHOP 11PAINTIN6 PAINT STRUCTURAL STEEL WORK EXCEPT MEMwR.S OR FOR 9LIDMITTAL TO THE ENGINEER AMD/OR BUILDING OFFICIAL. 97-5142.25 PORTIONS OF MEMBERS EMBEDDED IN GONGRETr OR MORTAR, AND CONTACT AIREAS TO BL WELDED OR RIVETED GLEAN STEEL. FP-EE OF LOOSE MILL SCALE, PLOT DATE- "-T, OIL AND 011ZASF_ APPLY PRIME PAINT TO PROVIDE A MINIMUM DRY FILM 1-28-98 THIC.1GrE35 OF 2.0 MILS E'SHOPAINT SHALL BE 95PO - PAINT 2 OUC DRAWING OCALE PRIME PAINT AFTER ERECTION, CLEAN FIELD NELJOS,BOLTED GONW-CTION5, AND ABRADED ARE'45 AMC APPLY SAME TYPE PAINT AS USED IN SHOP. DRAWN BY: A 2D SHEET TITLE IENERAU. `JRUCTURAL NOTES SHEET NO. S1.0 14200 SW Bertows RHI. 117 of 23 '.r -..-,.-.-.;"avzYwx.,.4'Fk::.. ., ...• ..,. .: ::. .,.. ....., .:'R".-f - .. - .,,,....,`1A•"' .,.«..-,,,.., _. - "r ..,:. _ ,......, _... � v.»,brtrMl+Twr+w.;.q�IF. P�•sr• .^�1�•'--. -. -. ;,�L�y """ ...,"s, .,, �..............+-w...,r'•- o+..w.- �w IF THIS DOCUMENT IS LESTl�fillEllllllll IIIIIIIIIIIII I 111111 II it 1 IIIIIIII1171ii111�T1111llllll 111�1jT11�TIlII I IIIIIIIIIIIII I IIIIIIIIIIIII I IIIIT�111�T�1 T 1j.T11�T11j1 �1 Illllllllllllll IIIIIIIIIIIII L 1 LEGIBLE THAN THIS NOTATION, ii r IT IS DUE TO THE QUALITY OF No-39 •"� THE ORIGINAL DOCUMENT, - - £ AL EHL LE 9L L 1bf s��I tE OL 9t Bt LT 1St 14�i 6t E;i I01111111,1111111 I 9 I, I L I �s IT) I I I VIII IIIIIIIII ILII ILII ILII ILII IIIIIIIII ILII Illllillllllll Illllllll lllllllll 1711 ILII ILII ILII IIIIIIIII IIII�IIII ILII ILII ILII ILII ILII Illi llll �tll ul� ilii nil ilii nu ILII I ,III ILII ILII ILII ILII ILII ��ILII ILII IIIIIIIII ILII ILII II11 ILII ILII IIIIIYII • yy 1 -••!www"-.- - .. 4 ./ •' tl fit{ �', 600 RRV181ONa rk 'T (7) 211-0• 26'-O�' - - 26'-0" ---- - � I \\ I r AAl zm �§2 ) i Z (I toy II II II I I I I I �� I -V CONC 5.0.6. --� 0\ O U. vi/I I I I M a WWAGSH siuuCtar v4"x t• ZIP 9rRlp W t OVLL I I 5/4" MINUS GRl16HED _ _- _ � CO CCjtl Dc I I I I ROCK \ LLJ OR 00 18 if -- — — - I I szz - - — I f 1 "s` TYF I G AL _CONTROL JO I NT5 GONG G.J -� II 9<.O, NTS I I TYP U. I --� �NGINffq f/ II it I CCC If Ii OREGON I I! ff I T'9 4"x4"x'S/b" I ' 92.0 I I I I TYP U N.U. Exp; 6/30/99 - I I A I- TYP U.N.O. 0 co - - �� J TYP I I � CID �"'� '^+ ►r7 N CC) cc W c0 II c� cn I I I I TYP �.. ; I I I I I 32.0 II � II n v �a I-- -- - _ d I - _ I I I ( I/4 TS 4"x4'x5/8, �""� O GF. _ II II II It ll (I I I a I I j --- I In' IaN s TN -: ._.�------ WMMON BRICK II I1. I I I I :41.T0 I STETC_ PL S/4"xIO"xIo° 5TUDB I NON-61'MtINK r 40 -- - 4 EXPANSION JOINT — - --- - C/ I ALL MASONRY- - — /4 WALLS ALL SO 430 / -7!2 • ,' I f I s�.1 I lul fill• •' •P I . I I I o 0 0 o a OR•�70 c- 00 o o n, I 05ct 25 114 s I ! ? -# a ' BRICK COLUMN FC071 NG Q 32.0 CJ o C ♦, �, ' /� �' - p•-� V O BRICK 5HEAR WALL -- FOUNDATION PLAN — -- SCALE. I/JS'-I'-O' P 2wb DEAKINS,WALL -- �- PARTITION WALL ----- f M5 • 'SZ"O.G. �5 • 52" O.G. VERT. 8" STRUCTURAL BRICK WALL 1 GROUT ALL CELLS TYP t L N • 'S2" O.G. HOR. - ��-�S • '52" O G VERT I ,I FLUID APPLIED y WATER PROOFING \ 8"STRUCTURAL BRICK WALL - r Mr • !s2" OC �T ALL GL<L.LS TYP _.-_T_...• __. -�_ _ • 52' o2 c. / I^ Tll (- VOLCLAY 1" 4 _7 Ic r 6"STRUCTURAL BRICK WALL '�j __II_ WATERSTOP ° e W &ROUT ALL CELLS TYP �o — Z • 32" O r. TIDE. (� r m5 • 'S2" O G HOR. 7 . °•, �+ - - - ' W Z m •° • ' a � GRtr,JM1L►O tidGK � i� ' I •• � �►5 • 32" O.G. • •• I • 4 � O • ' � + •• "NO �-_ . a � O rr - - _ - n U � , ' • a - Y ROAD 014"MINUS _ o '� 314" MINUS GRU3Ml9 ROCK O CRUSHED ROI.K O 111 •O""1 OC •�� •O� -- � PI,pAI --- _ 1D" \-0 x CONT '; BID 198UE DATE: I lEr• 0 M5 x Ge"4T. — Ib' - \-5 x CONT JOB INO..��-- 41.%, �� PLOT DATE: ''� N.DCRf50�15 - DRAWING SCALE:- THICKENED EL�C�E FOOTING 2 ' TH I GKENED EDGE FOOTING PAD B = ,• _ s2.o -KENE N -�T _ 3 THICKENED EDGE FOOTING > "�1•rJ/ 5/4" t I DRAWN BY: '"O" 92.0 '�/a" • i'-o"- \ �.,---•---� ARD SHEET TITLE: SHOP BUILDING w�^• FOUNDATION PLAN SHEET NQ • ' . CONTRACTOR TO VERIFY AND GHEGIC ALL DIMEN51ON5 .AND ELEVATIONE- 2,O - 14200 S\A''Barrows Rd. � . a WITH ARCHITECTURAL DRAWING ...,•,.r+..�r.+......M.+rrwr'n+xw+wrs+�,rott�rl�wl•Illk.,,,.,...«-..w�a,. ,,.- ,. ...,r, �i„�a,^w.-.,., �, >.,u.�..'- --...- .__ ._ -- - - --- ----"---- ------ ..--- - - ---. �-___--...-"w-- _- ----- - -_._ -- _ ..._ ---- ---_ --- -----—•...__ _----- ----. - - -- -------- - - . MORTM ,..,....�,xxww� .�•�ca.nes�sau�•-..•*'-•.,...:mow. ..,.,_,..�... .-........ __ IF THIS DOCUMENT IF 1,FSS -9I�(111 -III III Wil 111 111 I VI SII IIII I IIII III I�TT��IlII1 111 III I I IIl IIl 111 II�I�III III III I I III III III III III ill Ill 1 111T111 1111 1 III III 111 III III III III I�jI i LEGIBLE THAN THIS NOTATION, I I I_1,_I_. �_,� ['11 ___ __ ___ _ 4L � �1__ _.. S_ st Ib 1 IT 1S DUE TO THE QUALITY OF � _ — - (///��/J/{�/� THE ORTGTNAT. DOCUMENT. ---777""" � � r1ii, - _ _ _ _ qS- 9�L 8IG LIL BTG + 9i ►a EG I G G 8 ( 9T I RT f LT 19T 4 t T ST GT TTI � r9�IIII�I111 IIIIIIIII IIII�IIII IIIIIIII IIIIIIII IIIIIIII IIII IIII IIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIII IIII IIII IIII IIIIIIIIIIIIII Illi IIII IIII IIII IIII IIII 11!;11111 IIII IIIIIIIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIIIIWII 1 ' I REV181ON8 c. 121,_0, 26'-0" PER ARCWTIMCT -PER ARG HI TFC_ ITER ARGHITEC T /J ( I/�'•%D AD (2) 05 DARE CONT I /r TS4%4)a/D TYP I • Ib" or_ L-.J CA 11 , I ✓ _ r I, 1 06 • 12• Or— VCRT ry ili III 4 ' d) I .�■ 4. X11 ,, III s2.1 3 r - - BARS DONT. 1 ALTERNATE HOOK ►K.rwol�c -_ ~.�� . 1 1 II; il� I is0000 1 II eHD5600 • C - 5�.1 -- Ali Ili I I b►Ni 4 � � , TYP fit I II - _ 6L b S/a,2 I I 6L b 3/4x241 I� 61- b 5/4x24 t9L b 5/4x.24 15L 6 '3/4x24 - - - -_y - LINTEL SLOGK 17,11 G -�- - -WIOx26 1 4 ' MASONRY BE AM --- STCCL PL. 'J2'xf'� x5-3i4 II 1*1/(4 3/4"m ASIS DOLTS IM rA� EAGINt, ;11 III TIPih U ii ii O I v r I-(A 1!�- 11 I • - - P I t F II i s II 11 I EXP: 6/30/99 R -I T54x4x3/ 7's 4x4x5/6 III 111 I I D TYP ----TEK a.CREH5 TZK SCREWS _ G___�- • O Co I _ 6L b Si4x 4 I I OL b 3/4x4 1 I FiL. b 9/4x24 9L b 5/4*2 - 6i. b 9/4x2 r l!� 7 I I 11In ID HM &CA> dfI PI p; • PCWCER AGTUATfD u N FA5TENER9 pl..� i•l co O 1 I ,, (2) iDHDS600 IWLT600 TRACK --� 52.2 II 1 a I I III 52.^ 9� O Ty°' ! W?N-SHRINK GROUT `TEEL PL 5/4'x15"%6" ^ or 1,, O O S �-'�I i I Q 4 T y-,p GF f^U(4) 5/4"0 RJ+WL STUDS �.,r y� V i �_• ilii v• (��,I F III ;I; _ — -- _ f_• F f1 In 1 _ _ pw IvuTE; f� Q � _;t __ __ __ _ ,�'1 I I - REFER TO ARCHITECTURAL. r- P� o f --- it- ----- I i!I it �I�'=- ---_�, , 1 _ _ FOR ALL DIMENSIONS 1 i • ar anom li 11 11 11 !1 I I I 11 J u + I 4 �:• yt 11 1 1 11 I P I 1 1 52.1 II 11 f 1 I I GROUT ALL MASONRY— I 5 a2 I I �5E �-i_--J/ J I 1 WALL SOLID TYP 1 ~. I 1 I � s' MAIN ENTRANCE 5EG7ION5-2 I I _ I I I I �--PER ARiHI•r);GT • � U o 0 ^ } U [ Q rn � '' 9/4"m RAWL-5TUD - • 18" O.G. (2) •5 CONT. /--16DLTb00 ?RACK—.� TEK 5CR.H5 -METAL PLASHINI9 PCR ARGHIT'I.GT M5 • 52" O.G. —METAL FLA5HIN6 PER ARGHITIECT 1&405600 • 16" o r-- 18DLT600 /� --1/2"m x 8" AD • 16" O.G. r 1515:" APA RATED ROOF ��--(2) oS CONT TEK SGREW5 / SHCATHIN6 W/TEK SCREWS OiROUTAPTER POCKET CKETASOLID _ • 4" TION O C EDGES / OF BEAM CAULKING 1VQIF.1- v+ ZW POR ASL DIMENSIONS / f _ REFER TO ARCHITECTURAL !S/$2' APA RATP.L ROOF ----- � SLC ARCH SHEATH1Ns W/Dd • t" 0,: ED6ES -- Q Z 9EC AROMITf.GTUP,At` &L b 5/4x24 5/8" ECNT PLATE WITH m U 0 (1) 5/4"m A525 BOLT ANP KEY PLAN N NELSON STUDS IDHD5600 • Ib" OC.- 0 Z W �. _ �_ a O 4 (Z) 1/4'•x3' POWDER___\ RAWL STUDS &L 6 9/4NID 24P \5:.2� ASTENER3 ■ SCREWS _ !ecLrboo ad TRACK _ Ho F _ a W 3/4"0 ORAWL-STUD IDCLT600 TRACK - - - O M IeDLTboo _ _ —o = J 1&4&9600 � --POt•rVER AGTUt.TED P�� - PA4TEN[RS (� ^J _ I 1'NON-"INK 131�011F OBD - • —_--- _ / TS 4x4KS'8 18HG560 • t6" O.G:- / / -- _rEK �� SHOP BID ISSUE HATE: - —M5• 32" O G. --- TEK 5CRP.Y� / \ `U)05 DBAR6 x 4-0 — 997-5142 - INO25 EAM PLOT DATE: DRAWING SCALE: ' RAD D 1. - I' I OVERHANG SECTION 2 CL ® BRINK CONNECTION j1 !^ DRAWN BY: 5� /4' . I'-O' s� l �„ MAIN ENTRANCE SECTION �~ ---___ I 9/4" . I � ARD f_ SHEET TITLE SHOP BUILDING ROrf FRAMING PI-AN SHEET NO. fel ry/ ujyry CONTRACTOR TO VERIFY AND CHECK S2.1 ALL DIMEN51ON5 AND ELEVATION5 14200 SW©arrows Rd. WITH ARGH!'TCTLIRAL p1�AWINGS 20 of39:�.t1 IF THIS DOCUMENT IS LESS IT III 111 III III III III I I III II.-III I I III III 111 II1 III III 111 I I III III 111 III III III III I I III III III I 1 III 111 111 1 1 11T 11f 111 1 I III III IIIIIIl III III III'I I LEGIBLE THAN THIS NOTATION. �_ �!�1- -! ! �_i. 1 � �� l 1 sl �Ib1 �_ 1L nna IT IS DUI? T'0 THE QUALITY OF No,36 •,ate„• GUST ( 1777 THE ORIGINAL DOCUMENT, jj .--- c 1 0 RifI Jill, IIII IIIIIIIII IIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�II I�IIII�IIIIIIIII�IIIIIIIII�IIII�IIIi�lllllllll�lllllllll�llll IIIIIIII�I illllllli iIII�IIII;1 tllllls ilu�nc nn�Iui iln�uuliIIIIIIIIIIIIIIIIII Ilu�uu�u�nu 9II�nillinl�ullllll��nu sn�un cn�nl ii1i1�-c REVISIONS -- - 19/52' APA RATED K&OF OL 6 5/4 x 24 34 ` SHEArk N6 !' W Cd • •� D. EDGES �- _7 I 3;b„ BENI F, / 1 — 1 � (4) 5/8'0 A325 50f T5 EXISTING / • • • a �1 ! e e `--- �� ° a STRUCTURE z sU9°,ET PLATE • i (� r54><ax3/e � MI6 -Z`=•3— ';Ir - ✓�/, `� Y i I 534x4x3/ei-- uj LL W c�� PLAN SOLDIER COURSE PIAN 5 , OL ® T54x4x3/✓ GONNEGTi ON 6 , BU l LD I NG CLEARANCE �6 COR84•NEER N GORNC'le c`) 3,'4* ■ 1-0" 52.1 — 9 4' • + PER ARC441TECT I I i; I �D PR—'� 31883RSJ�J' • PER ARCHITECT JOINT L OREGON Llj • �• . h • alio o '40 Uft: 50/c, 15/52" AOA RA-W ROOF 5HEATHINd //fE �AYF Q R'dERME3F+ hVDd • 4" 04 ED6E5 r (2) rS CONT. Exp: 6/30/99 la" TJI 'a5C 3/4" MINUS � �------- � ■J I/D" x 14" PARALAM GRU51 IED ROCK �S r,.2 d q_b c 51f 1Pc.ON HPgZD Y LECl9ER GONTINUOU�� Q - 1 - —O=a • EACH .n � (t3)•5 E.W CORNER T G` 7a; , �--15/92" ARA RATED • �,.1 M C�'j J 4-O" O.G TYP V s'-p• ROOF 0 C'7 b' 1 SECTION • c� ;., ao ac 14" TA 556 — 1, E3LVGKING ('1) 54"0 , REOTJ r 14" T.11 55C OR o� RAp\L-5TUD• ID'OJG. ! 2x DLOGKIN6 AT i�BRIGK COLUMN FOOTING Z TYP RAMP DETAIL `= "M`'ON°'T1ON c c 9/4" = 1'-0" 52.2 $/4'•I'..p" ►may in f �.•� Gr Y —51MP50N THA422 MA}IMUM NAILING �� • O Gw E a• 1" t ; TJI ® BEAR!NG WALL $ TJI IS BRICK GONNEGTjON_ ' 2x STUDS • 16" O.G. 52.2 5/4" . I'-O" 52.2 —A— _ -- ——,-,� i'-o ►�1 TS 4"x4"x5/6" 1/Z"m exPAN51ON BOLT It • 4D" O G. (2 9/4' FlIamr) r•=•4 12x PREeSJRE TREATED PL 1/4 v�ftOU' FU 1 REF g I 53.0 a� I I/Z" MIFrFI STRJ<N6THSTUD � I »El:L PL. ?i4"x l8"tilD" r` • � NON-SHRINK 6RO�T ( I �T W/(4) 9/4"G RAWi STUDS M r— TL. 5• 16" O.G. SEE ARCHITECTURAL M5 • 12" O.C. I/2" EYPO.NSION JOINT EACH NAY '• . . �• 7 (j W� V C7 G o O O C 7 • • °•• .• •. (�. fI • • 2 'J":T"___ O O O• O• •0 O JOIRO1NBMEPI. r OULJ [-.. WAh1. -9 65 x CONT. o •• 1. . 05 • 24" O.G. - ---o I . 15/52" AIDA RATED Dd 1 ROOF O: ED6E5 ' o •• S n 9/4" MINUS it .(.d a• 4. d CRUSHED ROCK ID • (A o� O wo 0 0 o u o 0 0 10 0 0 o c0 _ - EVIL 5/4" MINUS m OIJ� CRUSHED ROCK L 1-4- 1,11 55C, SIMPWN THA422 MA"')MUt•M NAILING 3 TYP COLUMN FO_OTINC 9/4" 4 TYP WALL FOOTING I 52.2 I'-0" 2.2 9/4" ■ 1'-0" 6L 6 3/4 x 24 24F---/ i y TJ! ® OL CONNECTION f 0 cc I Z � � Z W Z D0 CD tKY �Lti o z w a00 1 O ed U) 41CBIO ISSUE DATE: JOB NO. PLOT DATE: 1-28-98 /u.eE R�5oK5 1 - DRAWW3 SCALE.- OAP a 1. --_! - DRAWN BY: SHE►TT TITLE• —- �� STRUCIURA� DETAILS .,r SHEET NO. CONTRACTOR TO VERIFY AND CHECK 13111'97-0546 ALL DIMENSIONS AND ELEVATIONS 14200 SW Barrows Rd. WITH ARCHITECTURAL DRAWIN09 /"` S2.2 d/ 21 of23:�)t- .�....;._ •. ,• ._.::-.._:.51�.i�IV1/Wrsur...+5,4,.:.�:,udFi.7gn.,...,. .c..:�s.�wa,..:•. -- _ .,.,,.. ..,...a,nr,-..+eu.-r"nere...aw+e„ssa,.e.�:_-:- ,.:_.,.•.. wi._._-_, - .....�...w.,...,i.n..o.....+.■+ IF THIS DOCUMENT IS LFSF lI Ilf 111 III III fll III I I III III III I I III III IJT 11T III IIT III I I III III III I I III III III I I III III III III III 111 III I ► Tlf 111 111 III III III Illlfll III III III I I LFGIBLF THAN THIS NOTATION, � � � 1 -� 4� -� �!�1 � 1 � � il � �l � � � gl � l � � ol__�_�_ 1� � � ��1 stlb � IT IF DUF TO THI'. QUALITY OF - THF ORIGINAL. DOCIIMFNT, I LIT III, Me 36 9 z VIII IIII�IIII IIII�IIIIIIIIIIIIII IIII�IIII IIIIIIIII IIII�IIIIIIIII�IIII IIIIIIIIIIilll�llll IIIIIIIIIillilllllllllll�llll IIII�IIII 91 illi�IIIQI iIII�II�iIII�u�iIIl�nGtnl�Iui iul�nll Till 11lui ilu1liu IIIIIII1ILIIlIUIIIIII111115,111nn yll lllllll�n�nn 11n�nn Illilulll ^6 ww�m VYL . REVISIONS i 1 _2 1 I - — I • oR 1 i ---- ----- - -- ---- - TYPICAL CONTR Z I I 1 1 •BOUT ALL MA•JONRY- I I� �93.G YVAL.1.9 501.ID 7YP N.T.b, � +Z , ' 11 II I I II I I i. I1 11 Ii ,1 ,I 1�0`i LL �o i it ii II , II X3.0 co I r I I GONG G.J.-- I I 11 i i TYP U N O. TYP U N.OI �(1 T o U f'A m�ry - 1 I 4 __- _771 Ii I II II I 1 1 % • a I I 1 I /i I Typ 1. _ 11 I I i i 4' CONG 5.0.6. i I I I I (1 I / c.�� Npl Nt f 'S1/2 ilea:+¢►-+MSH ` . •' I I l,� Ci `t3.8P�4 y OVlfR 4" COMPACTED I h « , I FOOTINIS T'P j =I/4" MINUS CRUSHED i i 'JIP I I L- - _ (E) - 1 I I ROCK ,I ° on 1 J rn II II ( •• OREGON ( T5 5,,5-:/4" I I 'r5 Sx5�l/4" i i . G.1. 530 I ( r •. �\v` 1 1 TS 5xsxl/4' oR bhb I I OR bxb T~� I I TYP U.N.v. I OR bxb rl OR bxb L_-_ 1153.0 I I _ I I I I SIM I 1 I I I I SIM I 1 I I I_ -- PLAN SOLDIER COURSE PLAN °'"'q "" o � 1 1 4 1 M4• MACH CORNER I - 133.0 X5.0 If7K' O �. REO'D i�•� I,f 4 z FOUNDATION PLAN ! N SCALE I/D'•I-0" 0-4 N� — PER ARCHITECT N" BRICK 'NEAR WALL • • 1 PLYWOOD SHEAR WALL -- - • F e v s PARTITION WALL -------- PLYWOOD -------- -- ._ _ � O EACH P-._ • � ._ _-------- [-----------=------------� V - _, � 1' l'S) M5 EJN. CORNER � ✓� I SECTION 0 rl 4 BRiG!� COLUMN FOOTING y 53.0 -- 5/4" oc � t •� U o � 05 • 52" O.G. j 05 • 52" OC VERT 0" STRUGTJRAL BRICK WAL4 1/4 GROUT At_L CELLS TYP I GROUT T'ULL READ MS w 52" OC HOR 8TgE1. P 5/4"xIb",IA" i i• M Z I N- HIGH 5T ROLI TH 1 1 NU(4) 5/4'4+ RA►'+y. 5TUD5 • NON-SHRINK 6ROtlT , 1 T55xSxl/4 OR • • USE 4,. FOR 51M05pN HD6A 1 I I/2" row 6LULAM OPTION M5 • 12" C.G.- I 11/2"EXPANSION JOINT I 1 EACH WAY 1 � I I I I• • rN� /y e ''r '. • • - • ' ' 4 Q I I Z W • • • • r��,'CO�, �f •0 0 0 0 0 v o • �• • , z - .. 0 0 0 0 •o o (2) 1%B"mx�" BOLTS 1 i 51MP30N HDbA z ° O ~ .y •• yl 1 • • , ! • SINGLE SILL PLATE W Z � I_ •, .. � :� REF' � I 1 m '0}� -1� I o ° •, .. � .. . , • •. . • 5'3.0 `� � I I • � y • KEY PLAN Ifl r 3/4"MINUS -r. • ' • I • Q Z W 5/4" MINUS V CRUSHED ROCK GRL 3NED ROCK �J • 11 a G U0 • •• r . • p I` 11 . O - Ib" DONT, n p o 0 0o oar o a 0 0 0 0 o p u o \ IIS. _• ii •• • T111CAdNMD SEAS ON dMAM 94 MkRY ROAD 5'^b �it�"0 A6 FOR • • O m __ ---- — — —_ USE C-D COR C-C. HDbA 1.1/0:" W/I0d • 4' / O I �Z/� `J 17" ( 17THICKENED EDOE FOOTING (�2 TYP COLUMN FOOTING�r --- ;,4:, l'-o• .o —�_ _ HOLDDOWN -DETAIL e/4" ■ I'-o" 38.o I" . I SHOP _ BIO ISSUE DATE �- • BLDG - JOB NO. 97 514225 iT PLOT DATE: I &mRT501r4 DRAWING SCALE PAD B� \ DRAWN BY J- — - SHEET TM_F- —__— �f1R. = PAO - A FOUNDAIIUN SHEET NO. CONTRACTOR TO VERIFY' AND CHECK B�Nv�-usae ALL DIMENSIONS AND ELEVATIONS /X S3.0 142(Hl 9W Barrows Rd. /l 00SW f WITH ARCHITEG7URAL DRAKS16S IF THIS DOCUMENT IS LESS Tj7�1Irj7pll 1111I111'1�111 11111111 I+III I III�III 11Tj1(1 IT911711111 I if 111111111111'Il lull IIIIIII IIIIIII dill i III IIII 1111111j11r11 111 1 i IIIIIII 1111111 IIIIIII 111 I I 1 �- -I SII 1 I LEGIBLE THAN THIS NOTATION, /�� ^ "�-�• /�, I (� IT IS DUE TO THE QUALITY OF -' �1�1�[_,�•�-(�( ( 7TT THE ORIGINAL DOCUMENT, _ _ 11111 IIII�IIII IIII�IIII IIII�III1111111IIIIIII IIII�IIII Illi�llll Illl1lllllllll1lllllllll�lllllllll IIIIIIIII�IIII IIII�IIII IIII�IIIIIIIII�I illl�illi illi�ll II Illill nn Illi illl�llll illl�llll ell�llll ell�ull LII1IIIII911�nlllQnliull�llllinl nnlnll Llllnn illilull REVISIONS I r� y \ I � 4 6 __ °2417'-4 o'-o" ` —� - � Pale ARchf rECT �,--rER �r1cHI TEC T PER ARGH;TEGT i TYP I I i i I 1 F1 -- _- - _• .—_— — - -- - - — — A rn -- - - - o .–_-_T.i.-- -r — -- y/ O O O O i I I 5OLIG I I _ b - o � 0 '!fM I CIPS o - z y U 4 W Ix8 * ; I9DLT600 TR AGK --. W �O W ImD�Tb00 TRACK i 9«IG 560 • Ib" O.G•---- 0 � • I ` _ � 3 I 4 - - Un 5/4x 61- b :'/4x50 53.1 I 1 —. OD c1- b S 4x i - -- -{1B) I�►+D5600 • Ib" oG - powvER -- - ibNDS600 • 16" O G ACTUATED (2) !� hDt3 X00 I �\ FASTENERS Fry h , - T�` r� -- Q 6 • 2x a.QGKIN6 TEK 5GREYL5 -r8ND5600• Ib G' Ib NDS 600 - ` = I<55 .1 9 r i -1^5 4x4x5/O TrP T,,P % '�' — 11Ic'x�b _ -1aDLT600 TRACK 75 4K4x5/b T1'P 23k - ii Zxb• !b" O.G. 'I TEM: SGReWS (-STEEL PL. I/2"x17"x5-5/4" 18 600 W(4) 5/4"0 A325 BOLTS TEk; 5CREW3 IDND5600• 16" OG.-� ---- ` I !D FD5 600 AGTVATED u� TSl.6 !/4. OR T914xbxliZ OR -- • b" OL. MQ�NF� 51- b °/4 . 24 24P 6L b 5/4 x 24 24P ID I �� I ` K�1 I � --W10,26 J i T514xbxS/6 OR I --- _ , •• R _ ORE OL 6 4 4F g�•I NOTE ` l 7-�- REFER TO ARGN'TEGTURAL FGR AL1_ D!HEN510N5 OR OIL Q T`IP ✓ (21 ID HITS boo - -+ Q` `- 4 —TS 4.4x5/D EXP- • 1 D I �4 r -- ' II SCR AS - TEK SCREW': - --- Q --._.. x5'3`.1 - I - - � • .- 4 _ _..._--'p'------ Ox26 - 51M o —�_, I "Ia► T aoo ' 0 WIOx26 �'' i (2) 16 Hot 600 i WIOr26 `� (� '� CID M (0) ID HIPS 600 (2) tOH76600 -- 19171-7600 TWACK --POWDER ACTUATED T`5 4x,x5/d M FASTENERS I I v4 - 5'3.1 33.1 1 I12" HiC+f STRENGTH NON-50RINK GROUT - STEEL PL, 5/4"xb"mob" W/(4) ��. -� TYP TYP E of s/4"41x5"RAW- STUDS Z MAIN ENTRANCE SECTION ., �`'�, cn m OL --, 00 COLUMN Sd. 5/4" . !-O" r"„f In 4 REFER L DIMENSIONS ARCHITECTURAL ,". �� • ro FOR ALL DIMPN310Ny � 1 I • � ! I� ROOF FRAMING PLAN SCALE. I/D"■I'-O' _... `" `•v y� �',. N MAIN ENTRANCE SECTION 5� 9/4" . I'-O" CC T5F-.4�1 OR C-L 6 3/4~16 1/2 24F 1v. /;n- 4xl/2 OR 5/4N i6 1/2 24F l---METAL PLA°4HIN® _ _ PER ARCA ITECT ,n x o - —1/2"m x A" AB• Ib" O.G. cr -- _ 2/ M5 CONT. FOR EACH TO I�b x �-+" PARALAM � O ! I �� _QP_ 1 FRAMIly6 ---(2) •5 CONT. - ----c- -- AFTERCROUNSTALLATION!D —11 5/b" SENT R W/ OF BEAM � LECGER CONTINUOUS cm� -(2) 5/b"m AA25 60LT5 51MPyON HPAZD r, '+^ sy V O 5i3� ARA RATED -- -- r Tr+�xSxl/4 1 U2' GAULKIN6 4'-0" O.G ROOF 5HEATM Np T514wbxS/6 OR OR 6x6 ~� A 5HEA APA RATED BOOP !4" Til 55G OR -�� yIlEATHIN9 W/Gd• 4" O.G. ED6E5 (2)5/4"m x REOD 61- 6 9/4x2 F 24F � 'y 2x BLOGKIN6 AT • �� +� O RAWL-STLV • Ib" 00. C'. 2 I/]' 5/3" WNT PLATE'A(TH _L 51M CONDITION r...� '''1 SLOT BOTTOM TS I T514x6+�5/b OR (t)5/4.O A52S BVI.T AND P"��) '�' 0 L b BEAMS A5 REWRED 6 6 4x24 24F (Z If2"mxl2" NELSON 5TLC5 (� O O in ,r �r 1 ------ -15/'52' APA RATED ROOK yIMP50N THA422 Q� REF PO'. TIMDER OPTION x� , I SHEATHINE W/Od • 4"O.G. EDGES MAXIMUM NAIt_Iryg ID I O 1 ------ TOP Wiyp9h_�f"fIN6 f 516-BENT It.W/ (2) 5/9"m A525 BOLTS r' 4" TJI-5',�c 1 -T� I' NON-SHRINK GROUT SM -- -T- . -- -J b TJI ® BRICK (,;ONNEGTION SIMP50N Tl,.'1422 S.s.I 3/4" r 1'-0" 5/1 V MAXIMUM NAILING (2) •5 CARS x .f'-O'r- _ M'6• 92" OyG °)yl��'1'ION UNDER BEAM 4 6L b 5/4 t 30 24F--J T5_ BEAM COLUMN CONNECTION a 1GL ® E3RIGK GON_N_EGTiON 5 TJI ® OL CONFECTION c 5/4" $8.1 5/4 r 1.0" _�. W � WZ m00 KEY PLAN a , W 15/52" APA RATW ROOF _ - ------ Q O SHEATHINS W/bcl• 4" O G EPSCS `� O GL 6 5/4 x 30 24F- a (n 51MP504 H&LTTx24-HANSER --- --- ---- ---__...._._ _. _ -- - -- ----- a cc Y AD -- i- � N.1 1 T11TTrl'T?1'Trt"I Q m O —, — - T SHOP BID ISSUE Da I E _ 21,7 5/6" MNT Ft W/ I I/-!s/b` LINT Ii 61-176. _ (4) 9/6",P A_525 - .____ ■ r ___ BOLTS 5142 2', - • ° SIMIOWN EGG76 �\ 1 \ I PLOT DATE "T GAJ r 1 -79 9ft I A.BERTSOW f - -1 DRAWING SCALE -T54x4x5/a -��'� - f r�M` ,, \ .1 Fw T94x4x5/b-- l-[, 'Ks�'r --•- J DRAWN BY: T ASHEET TITLE: --------- PAD A RfX1F PLAN • r "t 7L a T54x4x3/& CONNECTION g POST CONN. 0 ENTRY SHEET r�o. 5/4" • I.-o" �ss i~ - _ __.-__�_ N.Ts_ — CONTRACTOR 'O VERIFY AND CHECK IfUI'9/-04() p', / ALL DIMENG-ION,S AND ELEVATIONS //%' S3.1 WITH ARCH!T�'G1UR,AL CRAWINO_ 14200 SW Narrows Rd. 23 01'33 TTiTlit 111 IIIIIII III III I I III !li iil I I III III 11t t11 III 111 til ,I.I II!11�1 III III III 111 1111 ! I III III III 11p1 111 Tltllll 1 1 lIT TIt 1�1 I 1 III Ilt III III III III 111 I I IF THIS DOCUMENT I� LESS I I-11-- I -- - I 13�.-_I 141 I I I .7�1 I I E�3' L L-� l-I I I Ol- --! -"�i-� --��1 ( I �L LEGIBLE THAN THIS NOTATION, r+ �� r f IT IS DUE TO THE QUALITY OF NoaE �l/� b THE ORIGINAL DOCUMENT. �IIIIIIIIIIIIII IIIIIIIII�IIIIIIIII IIII�11'1'irilii�llIIIIIII�IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111IIIIIIIIIIIII I IIIIIIIIIIIIIIIIIIIIIIIIIIII�I�IIIIIIIr IIIIIIIII IIII�IIIIIIIII1IIIIIIIIIIIIIIIIIII IJ�III I J I9111I111�191IIIIIIIIIIIIII11 Isllllull Itllllllll IIIIIYIII e . . I l 1 --- _ _ REVISIONS r _ VJ T55,4xt/4 OR ixb '• FOR 6LA AM OPTION ' r I• • i` / -_ ' i• USE 4x FOR 51MP5HDIbA ' 1 (I V { 3 ) 4161-0" 4 �5 b I• / L +� 71, ____ .b' - -- ---- - �� -� - -� I (2) '7/C 4+x5 80LT5 - \ 151MP50N Hr6A SAOCA/r V4` x 1' ZIP pTRIP x I ., V W 511`46LE 5�11_L PLATE - 7 �• �-- ---r� -r� �- -r— O�L REF/34. • 'M on l ULM Cr 1 I 1 • 1 0• • : �• e�•.� L GK_NEC 5LA13 ON &RAPF o � I I 7/0 • FOR u5E G-D OR G-G I I I I HMA I�/52" vVIOa • 4" 4 I 4- s4.o — TYP I A CONTROL J I NT5 1 � 1 ..•�� • a HOLDDOWN DETAIL. 6 G L GO O TYP I -- ) m4 v 1" • I'-o" 94 U N T.9 I i I I II I I I ' L _ Lon L T5!xlxl/4 bxi M I T5•Sxsxl/4 �N`' NGINFf f"J OR Oxb �— OR ix6 - �--. �13,683�' OKOW LTS SIM .O I OR ixi'/4 51M ' i 1��( C41iG.GJ .__ I EXP 6 99 I TYP U.N.G. SIM �.O TYP- ,4'-O" c��E -- - I■OCT1NIS TYP .----- •'• • O OD 4" GONG 5.0 f L" - _-_ rl • • lam+) I� C'^ I•/cy OVER 4" Gnl••1PAGTED r�"4 to 111 9/4' MI1WS GRUFiHCD - \ cc co CO RO,:,KILI I 54.0 I C'7 C"1 , C I TYP —+- -- ----- - G (6) 05 E.W. -�-- in • I O . 5 v s4 0 I r • b I y►p -GONG. GJ � Qr TYP UNC I �` - ' 1.-■.-d ` � N - --- _. t•�•1 II I, I I PLAN SOLDIER GOUR5EF'L�N cd - _ " • CALM GORNCR �` comaq r- P� • I &ROUT ALL MASONRY— _ I WALLS "•OLID TYP REGI D O Q M /,� Q �Z --PER ARCHITECT • V■� U 0 O QJ FOUNDATION PLAN — -r— -- . - - nn. N . • • - U o e I •5 • EACH 5RIGK SHEAR r1ALL -- I I +1 (y) M5 E-N. CORNER 2x6 9EARINO MALL --- _ _� - SEG -ION P. RTITION MALL } BRICK COLUMN FOOTING 5/4" ■ 1,-0. N A rj. Z W Ta+ 4"x4"x8/8" / 5'11D9 • 16' O C' Z f MS • 82" U G 05 • 52' O.G. VERT. x Z D" STRUCTURAL dlIGK MALL 114 Tr— -®ROUT PULL • 48"EO GANSION 80L - -- - m 6+:ovT ALL GELL9 TYP KEY P LAN uj REO'C � '- ---- 9T■..EL PL 3/4"xlp"xID" O N W r M • 82' O.G. MOR. I N- HIOWI ST ROV T f / W/(4) 514'0 R.AWL STUD'S ------ NON-SFFRINK EiROUT 2x PR.ES09)RE TREATED PL. x5 1 li" O.G. �' i- I/2" E.KPAWSION JOINT d o EACH WAY I i RT ROAD (L a cc -- --7f •T TW •' •• (aJ •01•i•O O O O O O ' . _ e, ." •, • . Z o O •0 ,O �� •n ' , " •+• Ju e • I , /�� V_ Jed! ' S�� BID 138UE DATE —U1, CRL:-HEC' ROCK o . I, r. • GRU5HED IEOGK 'LSU, Ir_ L 3/4" MINUS g�,D6 a ' ° JOB NO. ID" ib`o )° 0 ,0 0 0 • o 10 o r o 0 0 °. •oar oo SG` - -4 x CONT 97-5142 25 �8 r5 x CONT _ T I _ PLOT OATS 1-28-98 ALBCRTSON5 1 BFIA"NG SCALE. P 1` 1' DRAIMd BY: -- — f TH I GKENED EDOE FOOT I NCS 2 ' 'TTP C..OLUMN FOOTI NCS_ ��` TYP INTERIOR FOOTI NO -- — SH 5/4" . 1'-0^ a i.0 --_ 5/4" •1'-•O" 3` s.p 9/4* ■ I'-d" _ - SDE Bn� ��l�F�►��/ FOUNDATION CONTRACTOR TO VERIFY AND CHECK SHEET NO 4. ALL DIME N�.IONS AND ELEVAT!ON5 WITH ARCHITECTURAL MAY41 NOS 0 S4.o NORTF`I 49� la ,�, .. >arurr+•r'..�n'•. r ry;•m•r"J"•»wna...,,,.. _,_..••±r:+.ev-... t•y,.�'n'r^_»4r.n ri.: ..!.e;�IFMKFk Mi1a:;rygPluR n...rRu .,. - " ..w.-.""..'"+"•a r .....,.,-_..._......,.............._ .... I 1Mw•"rr..o..i :_.�.4."wfl.`MO4A11.1w"._............-. .M. " - .+MdM ..y.er . • IF THIS DOCUMENT IS LESS 1T Ilf TII I I III III III I I III III I�I I�jI II1 II!' 111111 111 Ili III I I III 1111111 III III III III I I III III III III III 111 II1 l 11�lIT 1�1 lil 1�1�III III IIIIIIIIIII III III I I / LEGIBLE THAN THIS NOTATION, a7 I I 14�fl Ij g�l _ `il__� "L- I I 11 IT IS DUE TO THE QUALITY OF �j _ "O 3° �• •! THE ORIGINAL. DOCUMENT. �IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�II Illlll�lllllllll�llli IIII�IIIIIIIII�IIII IIII�IIII IIII�IIII illl�llll IIII�IIII inl�lui inl�llli inl�llcim�ulililll�lul iul�llu IIII�uuhnl�Iul iill�un�II IIIIIII911�n11 nn�lnl Illl�ml ull�lln nilTu� Y ' REVISIONS -- x: 1 I I -- --------- fix= 26'-8" z. I I I I I I 5EE ARG11 /.-SEE ARCM I j l iloor ----� Zm �l i j I I I I I z Lu LEIFS WIOx2b I ` T54K4x5/6 TYF' 0 ITMP A !!! (2) 18 HIPS 600 r WIOx26 0IOx26 ----} (2/ I a HDS 600 n _ 0 1 w w I6DLT600 TRACK- W 11 �T Q ,� � PLYWOOD ---- _ • eL 6 5/4x24 2 4 r I 4 p - - -- B / Tpil4xbx5/B OR x xl -- - a H 'SL b 5/4x24 24F r 6L 6 5/4x24 24F / 14"1-JI 55G _ I 14•T.,. 55C _ • O.G. IBHD5600 • ib" O G I --IaHD5600• Ib" ap(� IDHC:•�600• I6"O C• �-- X 5 ,r Y� ACTUATED 54.1 xp T514xbxl/2 OR - I& HD. 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I STEEL PL 5/4"xD"tD" wjr4' NON-SHRINK f�ROIT jI I T� � S/4"mxD" R.^4WL STUpb --- – — —•._...-- — p COLUMN (j IrEle r0 ARGHITTSGIURAL ^ -" 6 MAIN ENTRANCE RECTI ON °� FOR ALL DIMENSIONS 54.1 Cd U ,H v i ROOF FRAMING PLAN cr SCALE I/D°■I'-0• _ ' r~ 4 MAIN ENTRANCE `rECTION — 3)a a 54.1 5/4 ■ 1'-0" SIMPWN H&L- lx24 HANCYER I I 5/16 rn � TSDx4xI/2 OR OL b '3/4x16 1/2 24F TSg�c��f l2 OR 6L b '�/4x16 I,2 24F POST C EGG 16 (2) 5/6"• A52.5 BOLTS �^ � r FOR EACH T5 \ - X a I � I-_I — TDP raNaDW PRAMiN6 / '� "----r_x 5/D" BENT 1[w/ 11 (2)S/D'm ^4525 BOLTS 11 -----r= 211, 2 I/2' t55x5�i/4 T514x6x5/6 OR OR 6x6 SL b 5/4x24 24F -- ---� b P057 CO'�N. © ENTRY PLAN �54.I/ N T 5 2 IT,IR Ir' s. SLOT BorrOM TS 5EAM5 AS REQUIRED 4x xS/G OR (2) 05 CONT. b /4x24 24F ;-, - S 116" )t la" PARALAM Z W y IIt Ift LW&ER CONTIMXNJ5 15/52" APA RAT'EC ROOF ' REf Fj F01F 71MBER OPTION r 0 j SHEATHING w/DQ • 4" C C, SIMPSON HPAZp -15/. - ARA RATED � +� �S4 l j 4'-0' O.G. TY'P ROOF SHEATHIN® L_17" TJ 15 - _�------ --- ' w Z � �00! ' � - -- - zee wL►��w FRAMI� I'--L-'--T- i' KEY PLAN � y 14" TJI 55C OR I' c ' w S/D° BENT IG w/ RA,L-9TUD• IO' OG. ' 2x BLOGKIN& AT -- ii 4 ^ I _ (2) 5/A"• A525 BOLTS /( SIM CONDITION ° I a IJ --- ",�::SIMPW O W S MAXIMUMN NAILINEa �- 2x OLOGKIN6 ' -_.__� ___J� L T m ry ELEVATION - - 2xb • 16' OG. � �- � - - �<<C• PAD A' (SHOP I BID ISWE DATE T5 BEAM COLUMN CONNEC70N 2 TJI ® BRICK GONNE_GTION _ T I "s J ® BEARING WALL t - ` ' `10 —No. � » 5142.2` PLOT DA-TE:- ,.4 I" ■ I' O" X4.1 �_- S/4" . r.0" E 74-1 1' • 1'-0• - `1_ v 1-.8-98 _ AL6ERTWN- DRAWING SCALE PAD DRAWN BY: AND �� - --- SHEET TITLE: PAD - 8 Vo- \ / RC;nF PLAN � r --- — – SHEET NO. CONTRACTOR TO V`RIFY ANLL CHECK i ALL DIMEN510N5 AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS j,>>a� S4.1 c3`i 19 u � NORTH IF THIS DOCUMENT IS LESS r1>�11r 1111111 1111111 11111�I 1111111 11111 IIIIIIIIII IJ1111111III111 11111III1111111 1111111 1111111 11111 111111111 IIIIII8I�Illlt�1111111�i] t�tlt�l tllltl111111111 111�II]I�1111111 1111111 ITIS LDUE HTO THE AN cQUALITY OOF �t --- - I 31— I ----c--l—c-I_._1 6�__• I L.. __._ ._vim— I I "�. --�—101- I =_�-- I 12 #4 THE ORIGINAL DOCUMENT, -- _--- -__ No.ae e 4.r- / E 8 L 9�L L11L 9�G 6 L SQ�L ti, TSL O1Z 18T BrT Ar", 9 T 9 T 6 I i LF1111111,111111111111 T T 8 BTTL T9 �ii �► tEIIIIIIII�IIIl11111�1111 IIII�IIII IIIIIIIIIIIIIIIIIII 1,1-11 IIIIIIIIIIiilllllll�lllllllll� I�IUIIII1IIII!IIII IIII tlll�l11111111�1u1ll IIII�IIII IIII�UII Illl�llllllln�l►III1111 In111n1�I11IIIlu�lU�ull lnl�ln1111IIuIlI 4� f REVISIONS I V`' I REF r� REP RNb REF 5 5 52-� 52.x, F s�.2 �, �, REP �Z V W 0u UL O N oc R� 82.0 ;52 4w -5 F 57xV L� 62 2 52.2 �' m REF RCF SHOP SECTION I,D. _ 1,-0, %34 3,6 (A� oaEoc�ei� EXP 6/30/99 —„ I REF REF F 34 1 o C p gas. REF /�� ^_`` ! 3— �_. 154- I �,q M In 13 �o o 0 � ai cp tC —1 J 0 0 REF RL"F I • o U. 5'1.0 REF s�4 J REF / p„ cot PAD 4 PAD B SECTION z AD A SE...TION 1,0 lidt Cc,A (74) if L o � REF REF 4 REP RPP 3' RfF 401 TTI-I-T-:�I�TT -T I-T-T-T-T-T-T-7 REP REF ` R@P REF I REF I REP 3 REP REP 54.0 0 F- I 5�0 '55083.E .� 0 54.E 54.0 - - - -- -- —...- W Z Ck FAD A ��EGTION PAD B SEGTICN KEY PLAN o Z W co 0 1 - — a O m c (L a: p BID ISSUE DATE. JOB NO. 97-5142.25 PLOT DATE: ALBER-_,14 ` _ DRAWING SCALE FAD 5 _—� DRAWN BY: • ��_ ARD SHEET TITLE: BUILDING SECTIONS _ - SHEET NO. -- GONMAGTOR TC VERIFY AND GHEGI` ALL DIMEN510NS AND ELE\/A1'IONS j! WITH ARGHITEGTURAL ZMAKN65 S5.0 0 NMTH LP w .... .-_Tlr IIII 1I1II -I-I_I-1_III-I_Ijl�I 1 111 IF THIS DOGUMFIT IS IFcc LEGIBLE THAN PHIS NOTA9]ON, iIIIc tijl►I I III�III 11jt�I4I1 III�IIt IIII�I�1 III 1tII 1III�I6II'lll�III IIII�I�I II�III IIII�i�I IIS��)I lI)I�I�t t).r�t1i l��I�Ioii III�III lIII�IiII _Il!t IIII III IT IS DUE TO THE QUALITY OF TNF ORIGINAI. 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