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14250 SW BARROWS ROAD SHEET INDEX REVIS1O"O PLAN REVIEW SHEET DESCRIPTION SHEET DESCRIPTION / TS TITLE mm _CIVIL _ - - ----------- ----- ---_-.,.-------------- UNDER SEPARATE PERMIT _-- - LAND5GA_PE UNDER SEPARATE PERMIT _ ARCHITECTURAL -- ---_-------______-- SAI SITE PLAN _ _ NA SHOP allL.DINIS-FLOOR PLAN I AH SHOP BUILDING-I!Q`WTW CZILIN6 _ AI2 - SHOP BUIIDINIG-RGOF PLAN t A2.0 PAD A-FLOOR PLAN Q r•- 8 t A2.1 PAD A^ROOF PLAN 1 REFECTED CEILING PLAN -- - - - - LU C) i' ASD PAD B-FLOOR FLAN ~ 0 CO) voo'-D AW PAD S-ROOF PLAN 1 REFECT®CEILING W X f rA 0 SHOP B'�ILDING ELEVATIONS _` -- a W fr < 1 `PAD A 1 PAD B 21"ATIONP:! D-- - WALL 9EGT10NS/ CANORY DETAILS - -- -- um Q Z O ` D D15ABL�ACCESS DRAWINGS-- --- T - -- H� LC U4 DETAILS -_ -- - ------ -- > M2- DETAILS - `-- -- --- --_ () 0 U.8� M1 DETAILS -.._ -� - -- ---- - m I SHOP & PAD BUILDINGS --- _---- _ -- am I 5TRUGTURAL -. cOUTHEAST CORNER of 51.0 - °°�=g��WD SHOP BUIIDINS- FOUNDATION PLAN 912. SHOP BUILD�N6-ROOF FRAMINS PLAN R R Y AND WALNUT ROAD ' �� BUILDING-STRUGTLIR/U-DETAILS SCROLLS FE _ O PAD A-FOUNDATION PLAN 90.1 PAD A-RC>OF FRAMING PL/W - - r Nzm ' TIGARD OREGON t.. 0 54.0 - PAD B-FOIS'DATION PLAN `y ! 94.1 MECHANIGAL/ELECTRICAL/PLUMBINC70 co DES16N BUILD co co U a co PROJECT FOR. GENERAL NOTES , m co to ^ CD 00 0 I. CONTRArTOR SHALL V151T THE SITE,FAMILIARIZE HIMSELF WITH Ib. PROVIDE_ CERTIFICATION OF FOOTING LOCATION. O P4 EX15TINIS CONDITIONS AND REVIEW AND UNDERSTAND 'ME REQUIREMENTv 0 ow OF THE CONTRACT DOCUMENTS. C.ONTRAGTOR SHALL VERIFY ALL Il. ALL MAIN EXIT'S INDICATED ON THE PLANS SHALL BE OPENABLE �, • .4 DIMENSIONS,ELEVATTONNS AND CONDITIONS PRIOR TO BEGINNING ANY FROM THE INSIDE WITT•HOUT THE USE OF A KEY OR ANY SPECIAL p WORK AND SHALL NOTIFY THE ARCHITECT OE ANY DISCREPANCY. DO KNOWLEDSE OR EFFORT AND SHALL BE LABELEF 'TH15 DOOR TO REMAIN F=10 F:1 <Z> F=IP F=;t � 1 � NOT SCALE DRAWINGS. CONTRACTOR IRS RE . RE SHALL BE RESPONSIBLE FOR ALL UNLOCKED DURING BUSINESS HOURS" IN OUND. LETTERS A MINIMUM V GOR1R1•GTIOPHS AND R@'AI1R6, REQUIRED DUE TO HIS FAILURE TO DO SO. INCH HIGH ON A GONTRS5TIN6 BAC.K6P.OUND. SPECIAL LUGKINNG DEVICE SHALL BE ON AN APPROVED TYPE. FLUSH BOLTS OR SURFACE BOLTS ARE 2. PARTITION LAYOUTS / DETAILS ARE REWIRED PRIOR TO INSTALLATION NOT ALLOWED. MAXIMUM EFFORT TO OPERATE DOOK 5 SHALL NOT EXC W I�'1 TO JUSTIFY COMPLIANCE W/OCCUPANCY,FIRE RESISTIVE STRUCTURAL 65 LOS. FOR EXTERIOR DOORS,5 LBS. FOR INTERIOR DOORS AND 15 9565 SW ALLEN, SUITE #115 ,00 1_XITIPHB RECAU1REhENT`3. LBS. FOR FIR>= RATED DOORS. � 'S. THE 5011-5 REPORT FOR THI5 PROJECT SHALL BE FOR R =ERETIGE ID. ALL EXTMOR OPO4IN&S SHALL COMPLY WITH THE CITY SECURITY OWNER OF ANY 15GREPANC,"r BE'TYIEEH THIS REPORT AND THE AND ORDINANCES. BEA ,/E RTO N, OREGON 97005 14. V44 RE EXIT DOORS SWING OUT OVEN? A L.ANDIN6,THE LANDINS PRIOR TO BESINNIN6 WORK. IN THE EVENT OF A DISCREPANCY,THE r-+ 5 0 3-5 2 5-3 5 0 0 - FAX 503-671-0211 MORE STRINGENT REGYJ IREMENT SHALL APPLY- ��•�- NOT� MORE THAN I/2' BELOW THE THRESHOLD. 4. ALL WORK AND MATERIALS SHALL. GOPIFORM TO THE LATEST ADOPTED 20. PROVIDE EXIT 516N5 AND EXIT LI6HTIN6 AT ALL EXITS AS PACIFIC NW UNIFORM BUILDINS CODE AS AMENDED,ALL ORDINANGE5 AND REQUIRED 5'y CODE. R155ULATION5 OF THE CITY OR COUNTY WITH JURISDICTION AND SPECIAL 21. NO ADDITIONAL ROOF OPENING OR ROOF K-N NTED EGIUIPMENT 15 +� REGxJ11QEMENT5 INDICATED IN THE BUILDING 5HIMMARY OR THESE SENFi2AL ALLC*,IEV BEYOND THAT WHICH 15 SHOM ON THESE PLANS WITHOUT ~ NOTES. WRITTEN CONSENT OF THE ARCHITECT AND ENGINEER- Cf] 5 WHEN SCOPE OF WORK FOR TENANT INHPIROVEMENTS EXCEEDS THESE DOCUMENTS,CONTRACTOR SHALL SUBMIT PLANS TO THE DEPARTMENT OF � NO STRUGTlURAI_ MEMBER SHALL BE GUT FOR PIPES,A.C. DUGT5, �) � ETC. UNLESS SPECIFICALLY DETAILED AND/OR APPROVED BY THE �■/ �" ry -- BUILDING AND SAFETY FOR APPROVAL PRIOR r0 5TARTINS IMPROVEMEM 9TRUGTURAL ENGINEER VI�'INITY MAP `"°""` �' ° ABBREVIATIONS 25. ALL SHOP 1^'RELDIN6 TO BE ioNE IN A CERTIFIED LICEN5H`D SHOP. U b. ALL 51SNAGE I5 NOT A PART OF TH15 C.ON kAGT- 516N CONTACTOR ALL FIELD WF..IDING SHALT_BE DONE ONLY BY LICENSED WELJ7EfZ5 IRNIC>ER TO OBTAIN SEPARATE APPROVALS AND PERMITS FROM SOVERNINS CONTINNLODU5 SPECIAL INSPECTION WITH CERTIFICATE ISSUED AS ASENGIES, FOR 516"5. REQUIRED BY BUILDING OFFICIAL. m DIAMETER COL. COL L44H F.L. FLAW LINE LAM. LAMImTED K RISER TNK. THICK °r31NiE FOOT/FEET CONC. GONGRtTE FLUOR. FLUORESCENT LAV. LAVATORI RAD. RADIUS TJ TRU95 JOIST 26 �. UNLESS OTHERWISE INDICATED ON THESE ORA HIN65 OR IN THE 24. WHERE LAR&ER STUDS OR FURRINE 15 RECJUIRED TO DOVER DUCTS, • �� C / AM CONI CONNECTION F.M. FIRE HYDRANT LT. LI6HHT RD. ROOF DRAIN TP. TOP OF PARAPET SPECIFICATIONS A5 BEING N.I.G. OR EXI3TINNG,ALL ITEMS, AT GONBTF'. GOHNSTR11GT1ON ADM. FAfE OF N4A'iONR1' FMM. tREPHOOD T.S. TOP OF 5FEATHIN5 MATERIALS,ETC, -ND INSTALLATION OF THE SAME ARE PIPING,CONDUIT,ETC.,THE LARGER SIZE STUD OR FTJFiRINEi Sr1ALL }� C,4 ExTEND THE FULL LENSTH OF THE SURFACE "41!R-_ THE FURRING Oi.,CAW5. o f 4 CENTERLINE CONT. CONTINUOUS F.O.S. FACE OF STLC IV. E TA TOP OF MUW_ r i POUND OR NL?I�it Cp�fTR CONTRACTOR FI'5 FINISH SURFACE MAX MAXIMUM REM RiEMSERATOR. n•4). TYPICAL GPN�QN PART OF THE CONTRACT DEFINED BY THESE DRAWINt35 AND E■� 'p1- •> () POUND EXISTNkS C40MCTSC,O�e� F.S. FLOOR SINK M.B. MAXIMU BOLT RL`IN°• REINFORCED b TUALATIN VALLCY NAY. SPECIFICATIONS. rLl rr BEAVERTON-HILLSDALE HWY. 25. PRGT/IDE FIRE STOPPING TO GUT OFF ALL GONGEALLLJ DRAFT AD. ANCHOR BOLT FSR FIRE 5PRINKLER RISER MEGH. MECHANICAL RlmD• REQAR1V UDC. UNIFORM HUILDIN6 GODS N RD• � D. CONTRACTOR SHALL A53UME SOLE A.0 COMPLETE RESPONSIBILITY OPENINGS(BOTH VERTICAL AND HORIZONTAL) AT 10'-0'O G. EAC:41 !;� O p ACV, ABOVE G.T. i.ISIG YARD RR. FOOTA9TT MET. METAL RP.51L. RESILIENT UDR UNLESS OTHERNSE NOTED FA9--HI�jTO WAY. � NG AIR�ONDITIONIN5 pi E PTO. FoanNe MFR MAMPAGTURLN RM. ROOM RE5TR TGI O45 AFOR JOB SITE GS�REMIRIED FOR WORK K5 AND PEDE5TR16AN PROTECTION AG. ASPHALTIC CONCRETE o,RT�T FURR. FURRING M.1'. MANHOLE R.H.B. RECCNIED HOSE BIBS VD. VINYL BASE ►TURING THE COURSE OF GON5TTi11GTION OF TH:� PROJECT. PROV.DE DOLT, DE RDI16Fi OPBNIN6 10 , 26. TME BUILDIN6(5) AND FACILITIES MUST BE AGGESSIBLE TO AND AD. AREA DRAIN FUT. mini E MIN. MINIMUM RD. VERT. VERTICAL FUNCTIONAL FOR THE PHYSICALLY DISABLED IN ACCORDANCE WITH THE AGOUS ACOUSTICAL DET D11AL iOTEGTION A5 REQUIRED TO PREVENT ANY DAMAfiE TO EXISTING DIF DOIA''�i A.5 FIR MISC. MISCELLA DAIS RDA R16HT OF WAY V.G.T. `Am COMPOSITO 11LE QI � CONSTRUCTION WITHIN AND ADJACENT TO JOB'ATZE. WHERE DAP, - AMERICANS WITH DISABILITIES SGT(ADA) AND ALL OT}lER AFF ABOVE FINISH FLOOR DF. POWXNS FOUNTAIN 6A. 6AU:4E MD. MASONRY OPENIN6 RsRESAWN V.I.F. VERIFY IN FIELD OR STAT 'EDERAL 6WIBRNINN6 A6ENGIES. AAM; ALLMINLM 6ALV. 6ALVNIIZ® MTD. MOUNTED PJL R3 5TROOM Y.T.R. VENT THROUGH ROOF �� 5 AND/OR MATERIAL AS CONTRACTOR TO AIRO�RR'SAG�V��AIQES 21. ALL FLOORS IN PUBLIC AREAS SHALL HAVE NON-SLIP SURFAGES. DIA DIAMC T13tAND APPROX. APPROXIMATE pRA. DINEkiION 6.C,. 6BN9RA.CONTRACTOR MTT MAIN�� ADDITIONAL GCfiT. THIS REQUIRETMET•1T SHALL APPLY GOPITIHVUOUSI_ ARG+'. ARCHITr;rnRAL TERMINAL £ SOUTH NOT UE LIMITED TO NORMAL WORKING HOUR5. DN D" 6.1. GALVANIZED IRON W WE5T 26. PROVIDE U.L. APPROVt� FIRE EXTINSUISFERS AS REQUIRED BY ASR AUTO SPRIHNKIJ3R R1Sat DR DOOR BLD. 61WAM BEAM NUL. MILLION SAT. n5UU'3P8NT7H�AC.OU'T1GAL W WITH HOy�S : PROVIDED _ RE _ � 4. IF THERE ARE 'iRENGHES OR EXCAVATION 5'-0' OR MORE IN DEPTH FIRE MARSHAL. VERIFY LOCATIONS OF EXTINSUI51;ETt5 WITH ARGHI-'ECT W. BOARD DS DOWHI''ifW 6L GLASS WG. WATER CLOSET W. LIUTAM DWS. ORAWINE ON. N NORORADETH IN YD. WOOD �� ' 211 INTO WEIGH IF PI_�Z50N R REQUIRh� TO DESCEND,GOMIrRSGTOR SHALL LOCAL AUTHORITIES DURIN61 CONSTRUCTION. ITONNTION !F REQUIRED BY NIG. NOT IN GOHNTRAGT SG. SOLID GORE KA WATER HEATER _r/ . / OBTAIN NEGF.3�3ARY PERMITS. BLK FLOCK E EA6T GYP. GYPSUM NO. NUMBER, .✓GEED. 5'�E W/O N HdJT tel"� 24. WHERE REWIRED A GOMPLETY SUPERVISED AUTOMATIC FIRE MX6. BLOCKINNS FA EACH NOM. NOMINAL SECT. SECTION KP-1 yEp,KE�PAN JOINT Q Q- 10. PROVIDE ALL LABOR.MATERIALS, VIIU=P AI ,TOOLS, SPMNKLER SYSTEM SHALL BE PROVIDED IN STRICT ACGORD/WCF_ WITH BR. BEAM EG. EVAPORAIIVE rOOL R HD. HOSE BIBS KT5. NOT TO SCALE SHT• SHM ►"LIR, WAT19R RESISTANT �� IC,Q WALNUT gT RANSPOR'fAT'ION,UTILITIES,OT}ERN OF- HE AND RrLATED TASKS, THE FIRE DEPARTMENT RESULATION5. FLANS SHALL Be WISMI I I BY A OR BOUNDARY NAILIM6 H.G. HOLLOW GORE SHT6. SHEATHING K F. HMXW WIRE FABRIG NECESSARY FOR F%OPER EXECUTION OF- THE GONSTRUGTION REQUIRED BY LICEN5W FIRE SPRINKLER CONTRACTOR DIRECTLY TO THE FIRE ! DOT. BOTTOM EJ. EXPANSION JOINT HDR HEADER OA OVIERALL SIM. SIMILAR CONTRACT DOC.UMENT6. E.IFS. EKT.INSULATiON AND O G. ON GBNTER SPEC. SPECIFICATION DER•ARTi�l.`M,BUILDINNG DEPARThENT AND ARGHI7l'GT FOR RtVID"1 HND 5TW �'1N FINISH SYSTEM FOK HARDWARE OD. OUTSIDE DIAMETER SP SGIUARE IO SGHOLL5 II. ANY REVISION OR ADDITIONAL WORK REQUIRED BY FIELD APPROVAL. SHOP DRA4NM SHALL BE SUBMITTED TO THE FIRE ELM. gbCTRIGAL HT. HEIGHT G CAMS H.M. HOLLOW METAL OFD. OVERFLOW DRAIN SEK SERVICE SINK DEPARTMENT AND ARGHHITECiT PRIOR TO INSTALLATION. B. B.EYA110N FERRY RD• GONDITTONS OR LOCAL OOVERRNING NJTHORITIC-5 SHALL. BE BROU6H'T TO GAN CAS 7ELEVISION E.P. Et CTRIGAL PANEL HORIZ. HORIZONTAL OPS. OP@AN6 S5. STAINLESS 5T ELTH•E ATTENTION OF THE A - v��wWvIL.UM�ivAvY�.i EB V RGFIITEGT BEFORE PROCEEDING. SO• ALL EXITS SHALL BE ILLUMINATED AT ALL TIMES WHEN THE BUILDIM6 15 D. CATCH DA6IN E61. EGIJAL, HP. HIGH POINT OAP• OPPOSn STD. STANDARD f ROJEGT 9qWPAOCCUPIED WITH L16PHr HAVING INTENSITY OF NOT LESS THAN I POOTGA NME C454. GEMENT G M. STEEL U LSC GEiRAMRIG EEfAIIP. 6f�11PNEHT Erb. HEATINGH+DY�D. HARDHi00D PARTUM PARTITION ST0STOR 11 AGE 12. SHOULD ANY ASPHALTIC CONCRETE REQUIRE PATCHING ADJAGETYT TO A EACH KAY LOCATION BUILDINGS, IT SHALL. 19E DONE AGGORDING TO THE PAVING AT FLOOR LEVEL. J CLAD. CONCEALED HOSE 51�J EXIST. EXISTING HVAC HEATING,VENTILATION/ PL PROPERTY LINE STRUGT. STRUCTURAL -( SECTION ANDDTIONS AND THE SOILS REPORT AND SHALL BE OF AS.THE SAME A -G.I. CAST RCJN EXT. EXiMOR AIR CONDITIONING ALIS. PLASTER SAY. SNOT OFF VALVE H\ \P SECTION AND DRAINSSE SCHEME A5 ADJACENT PSVED AREAS. _ 1 Z W G/J CEILING JOIST ID, INSIDE DIAMETER FUSS. PLUMBING GYM. SY14i ETRIGAL GJ. COOROL JOINT FTU" FOJWA710H I.E. INVERT ELEVATION PLYMO. PLYWOOD U\"�U IS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 0DT ESTIN9 AND � (�. 0 Z I INSIN. INCH PD.G. POINT OF GOHNNF,asT10N PAYING FOR ALL PERMIT'S, LICENSES, INSPECTIONS AND TESTING � v /��L "� C40. CEL F.P.FFLOOR DRAIN T. TREAD 1/ DLR, CtEm FF. FINISH FLOOR INRL.L. IWA LATION PR PAIR TD. TOP OF BEAM R 5 INDICATED O� AN OR R AND BY 9Y ANY OR REQUIRED BY THE uj Z CAU. CONCRETE MA90NRY UNIT FIN. FINISH INT. INTERIOR P.T. PRZESSVRE TW-ATM7 TG. TOP OF GUI® N:MTH SOILS RETORT APD/OR REWIRED BY ANY GOVCRNMT_NT AOENGY. CITY OF TIGARD m U ° TEL TMM94ONEN.T.S_ 14. C.ONTRAGTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL APPrOved... ............................ [� W Y. WO GI DUIT FIXT. FIXTURE T16 TON9E AND 61ROOVE UTILITY LINES AND 5T1JBS TO THE BUILDINS(S) AS MAY BE INDICATED Conditional) A Z Y Rproved.......................... Q � GD. GdOIAT OW.Y FIR FLOOR Jr. JOINT GILT. GtuARRY TILE the wor 4 ON THE PLANS. CONTRACTOR SHALL !9E REQUIR® TO BRING N.1- For onlyh )' UTILITY LINES(WATER SEWER GAS AND ELEGTI'RIGA.), INTO THE PERMIT NO.r %/Cd in: Ll. ° 1 DIRECTORY BUILDING, FROM TERMINATIOPI POINTS A'3 INDICATED ON THE SITE _I - ' c / N ° Seo L.Mter to: F011ow.........., - BUILDING CODE SUMMARY SITE STATISTICS PI-ANS,READY R°ONR SERVICE. ~-'.......... '�•- IS. THE! GENERAL CONTRACTOR SHALL PRROVIDE ONE Y4k ADVANCED Alta h............................ L1. Job Ad k W t�A: BUILDING CODES IN USE: Iggb OREGON STRUCTURAL SPECIALITY CODE EXI TING SITE QW1yER 6E - GONTRAGTOR NOTICE AT D POLI INIS OF AND STIRIN05 AND S ENSIPEEIR PRIOR TO By. , 5 m ANTICIPATED POURING aE TME F'OOTIPNG9 AND SiEAB. Com- Date: _ J . Igc14 U.P.G. IggO N,E C. Igg4 U.M.G. SITE AREA. 345,4b-7 S.F. PAGIFIG NW PROPERTIES 50 DEACON (n Q BUILDING AREA: 301,g015 S.F. 9665 5W ALLEN BLVD., SUITE 115 6443 504 BFAVERTON-HILLSDALE HWY.,SUITE 432 SHOP BUILDING PAD BUILDING - A PAD BUILDING - B BUILDING COVERAGE: 11.5% BEAVERTON, OREGON 41005 PORTLAND, ORE50N 41225 Y ,.a OCCUPANCY GROUP: M OCCUPANCY GROUP: M OCCUPANCY GROUP: M PARKING REQUIRED: 220 STALLS TEL: (503) 626-3500 TEL: (503) 29'1-8191 BID ISSUE DATE .� PARKING PROVIDED: 255 5TALL5 FAX: (503) bl1-0211 FAX: ($03) 247-BM4l ' TYPE: Ivs V-N FULLY GONSTRUGTION TYPE: NON- CONSTRUCTION TYPE: V-N NON- CONSTRUCTION ATT".: PAUL K. FRAM ATT".: RICHARD W. TROl'ER JOB NO. r SP►=:INKLERED N �STRUGTION SPRINKLERED 5PRINKLERED 4"4142.0 ". '. ," x•.. , PLOT DATE EXISTING BUILDINGS: 3q,gg8 S.F. AR�ifIITEGT L-a�-4e �. t:. NEW BUILDING AREA: I5,12q S.F. ' H OCCUPANT LOAD: OCCUPANT LOAD: OCCUPANT LOAL:): MU51L 60VAN AZZALINO, INC:. OCCUPANT LOAD TO BE DETERMINED OGC.UPANT LOAD TO BE DETERMINED OCCUPANT I.OAD TO BE DETERMINFD TOTAL BUILDING AREA: 55127 S.F. c1150 DRAWING A" AT TIME OF TENANT IMPROVEMENTS. AT TIME OF TENANT IMPROVEMENT`_. AT TIME OF TENANT IMPROVEMENTS. BUILDING C.OVFRAGE: Ib.'1A5 HIL5 NV PIONEER 70N SUITE "T" I TI�5: �-v •� �- �f-�'�,r�r,��,�--'v`�v�, WIL50NVILLE-, OREGON 91010 DRAWN BY: EXIT WIDTH5: EXIT W D EXIT WIDTHS: T TEL: (503) b85-'350 SH EXIT WICM-15 TO BE DETERMINED EXIT WIDTHS TO BE DETERMINED EXIT WIDTHS TO BE DETERMINED PARKING REQUIRED: 266 STALLS682-5346SWEET TITLE: FAX: (503) TITLE AT TIME OF TENANT IMPROVEMENTS. AT TIME OF TENANT IMPROVEMENTS. AT TIME OF�'NANT IMPROVEMENTS. PARKING PROVIDED: 282 5TALL5 ATTN.: JAMES R. BROWN SHIXT ALLOWABLE FLOOR AREA: ALLOWABLE FLOOR AREA: ALLOWABLE FLOOR AREA: SHE BASIC. ALLOWABLE AREA = 6000 S.F BA51G ALL01,4ABLE AREA - 8,000 S.F. BASIC ALLOWABLE AREA = D4)G>o S.F. 51 I �I�� SHEET NO. INCREASE- FCR('S) YARDS> 20'(IOC%) = 6,000 S.F. INCREASE FOR(4) YARDS > 20'(100%) - Dp00 S.F. t INCREASE FOR(S) YARDS> 20'(100%) ■ 8,000 S.F. itiCREASE FOR AUTOMATIC, C.-•f'RINKLER -.� n_. ,� _tin��i.1 I 1 SYSTEM (5xI6,000.) 52,000 S.F. ALLOWABLE AREA W/ INCREASM ■ 16p00 S.F. ALLOWABLE AREA W/ INGREASeS ■ 164)00 S.F. NE CENTURY W1r5T ACTUAL FLOOR AREA + 4,000 S.F. ACTUAL FLOOR AREA - 44)00 S.F. 825 PORTLANDW, OR, OREGON 41232 MAH ST., SUITE 425 TS --1 ALLOWABLE AREA W/ INCREASES 4&poo S.F. CANOPY ARE-J� • 142 S.F. CANOPY AREA • 1012 S.F. L TEL: (503) 231-6078 ACTUAL rL.00R AREA ■ 10,282 S.F. CANOPY AREA • �s: v -U3v, FAX: (503) 231-6462 • 14250 SW Barrows Rd: 1,211 S.F. ATT".: TIMOTHY T. TIrRIGH, P.E. I 01'25 DWS: N:\dT-514 2\Zg\5I42_TS.DA9 OATEt NOV 24, 1'14'1 TIME, 114'1 AM .. ...•:..w .,..,...:.. ..s.....w.."rr.--..._....,..._...+w.Mw.Mr�.+�•.-.«nu,�.».,r......w,.............,..,..;x.e,...e....+...,...- -.,:.w..,...»_..-.�_....-._.:.__......_. ._ _... •a;�r...-..,.-._.........r....r+.ns.w,-. ..v�.a."ew. �rrMaur�Mwrrla�w�rinrrlOr- .. sr..�t, •.^,:?+MR.. .�.. Lae. ,4.nr. .s,..,� .;.k.. .. IF THIS DOCUMENT IS LESS Ulf ISI 111 III III III I�l I I III III I�I I I III III I�1 III III Ulf III I I III III III III III III III I I III III III 111111 111 1�1 111 1�r r�l 1�1 I 1 III III 1111111 !II III III I I � 41 � 1 � �1 � �!61_ � � ��1 � 1 �_!_ l � �J_�� 1� � 1111_. � I �� stjb �779 LEGIBLE THAN THIS NOTATION, �� IT IS DUE TO THE QUALITY OF "°3° G' THE ORIGINAL DOCUMENT. � �IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�II I IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIIIIIIII�IIiIII►II�IIII iII1�11u iII1�uIi inl�ncil11�n1i IiIIlIllel iul�Inl iI1IlIUIIIIn�11u iin�ull sll�nu 9u�nn�n�nn nn�nn 1-'I nli ini�ull30X Y. SITE NOTES REVISIONS PLAN REVIEW NOTE: CORR.-V10/q0 ALL 6RADIN6, LAND51-APIN& AND SITE WORK HAS BEEN PREVIOUSLY APPROVED BY THE CITY OF T16ARD. THIS PROJECT 15 BEING DONE UNDER SEPARATE PERMIT AND 5.W. 5r HOLL5 FERRY ROAD I CONTRACT. THE EXTENT OF AREAS UNDER THIS CONTRACT ARE REPRE5L=NTED BY A DASHED LINES KEYNOTE RI. - ' - �J EXTENT OF WORK UNDER THIS CONTRACT -- --- - - -- --- T - w (BACK FACE OF CURB OR 5' OFF FACE OF - - - - DISIS'- i -( I � BUILDING - SEE 51 TIE PLA REPAIR ALL F ` LANDSCAPING BACK TO LANDSCAPING PERMITTED t UNDER SITE. PERMIT. �n E21 NEW G.M.J. TRA5H ENCLOSURE V/ SEE DETAIL III/5A1 S 42/SAI. I o [I NEW CONCRETE HANDICAP ACCESS RAMP � SEE DETAIL 05/SAI. / I = • 11 -- ----- Y -- - E41 NEW LOADING AREA FOR SHOP DUILDIN6. - = M I STRIPE TO DENOTE AREA. MATCH EXISTING �Lo' 4 FARKIN6 L.OT STRIPING. rn o — PAD - A Z Q Q \ \\ \ d T SEE SHEET A2.O I • N fl CONCRETE CONSTRUCTED UNDER 517E PERMIT.WITH � ^� 1 o D I CONNECTION POINT FOR DOMESTIC WATER SERVICE LL m 1 I a ® Q a I I VERIFY LOCATION W/ SITE CONTRACTOR. N SN\ ` - - I c � / � \ [] 'CONNECTION ONNEGTION POINT FSANITARY SEWER 00 � �m \ / 21y 404' - VERIFY LOCATION W/ SITE CONTRACTOR. LL / �y a a ❑a CONNECTION POINT FOR FLFCTRICAL SERVICE O` 0 ® � r - VERIFY LOCATION vv 517E CONTRACTOR. � � I - I N/N' - - I N b I ( CONNECTION POINT FOR TELSITE PHONE/CABLECONTRACTOR. SERVICE ---- � SHOP BU I LD I NCS � / � � -� - vER1r LocArloN ry slTe GONTRAGroR. T A .O � ,\ \ o Lo CONNECTION POINT FOR FIRE SPRINKLER WATER SEE SHEE . LLff�� I - VERIFY LOCATION W/ 517E CONTRACTOR. CONNECTION POINT FOR NATURAL GAS SERVICE VERIFY LOCATION W/ SITE CONTRACTOR. z d a � L121 POINT OF EBE6INNIN6 FOR BUILDING LAYOUT. I _ -: p y E� 5AW4UT 4 REMOVE EX15TINS CONCRETE GJRB TO ✓ - = _ 0O• G' b __ ._ `� $ ACCOMODATE N W G.M.U. TRASH ENCLOSURE. 4 I `i} N ❑M INTERNAL PROPERTY LINE j I © FIRE HYDRANT BY OTHERS. VERIFY EXACT ' n m �E>L �• Z LOCATION WITH SITE CONTRACTOR. C..) 0 n vi b 4 SITE SUMMARY .-I I +J n co ® r - exISTING SITE C i I7 r' N I I SITE AREA. 348,481 S.F. S I I I BUILDIN& AREA. 39,998 S.F. BUILDIN& COVERA&E: 11.5% 0 m FARKIN& REQUIRED: 220 STALLS ^ a111 PARKIN& PROVID : 285 STALLS F�4 a EDERTSON IS O ti la ALBNEW CONSTRUCTION C� I I EXISTING BUILDING: 59,998 S.F. OD NALBERT5ONS AND -- D NEIN MILDIN& AREA: 15,12115.F. q ■ ® TOTAL BUILDING AREA: 58,121 S.F. 517E WORK ` I ` II i I BUILDIN& COVERA&E: UNDER SEPARATED/ \ a PAD - B\ \ \ \ PARKINS ® ® / i REWIRED: STALLS E SHT. A5.0PARKIN& PROVIDED: 282 STALLSCONTRACT AND SEQC" FPERMIT y \ 4 -------------- I a \ \ I I • 4 ;� � y O O S Nr III n0 ''—q rid o Owe J U 00 `\ � � � — - - -- - - - -- - - --- -1 4-d w ai It cum. J" O a KALL� I ' Do- � 6PNT COLOR .'N R a' Film coNc. UPIDNToNATOHGM5 slow � •°� Qi d \ O 11 E TUBE STEEL O 0 \ , POST, FILLK O FNM TO MATCH IS". I V2#4'LONG'EMT Ty BLIND FOR CA4E DOLT.TIT. N i / Z w 0Z J NORTH 'P 4a U ZO SITE PLAN -- - - — - - -- - - - A t m I - - - - - CMA CAP — _ G. OF FOIST TO IL4LOF roar TO (L U) 0 ALIGN W/ i. OF WALL ALISN4 W/4 OF WALL etl - d C".INALLSOBSTRIGTION MATOH A01 PAL N yµLa 4' THICK GONG. APRON a LU Q C 'N4X _- FINISH. SLOPE TO DRAIN SAI = � FJ K DAM.VDR.S 24'or. POUR FU/9H TO NG -- 44 BAR LCRr.Haus, U) a F- IT WOE 6ROOVW DOMAN SSr O,L.— -(S)HEAW DUTY S•W•011 HIIN56 Pee I/4'x 1/4'GHOOJES AT'MV OL. DOOR ME.=TO POST 1 FRAIE- COam RW _ _ a'R!'INTIOM 1:41101121111:4110112111FAINT TO MATCH AD.WAW SMAGE. BID ISSUE DATE NO MF SUP4ME STM FINSH - - --- OATS al 7 Ess 22 BAA WOE RID TYPO D ANE, JOB NO. RAMP FINISH BRALL BE IM CONIR/Di 4'IHICK SUIS,HI MI Y0711S NR IASCII TIT. a1L PANEL M01�M MMR 51-01422) N AP W"KA"FMSN C GROOM FMW•SI.OIE M.PAINT TO MATCH DIDa. PLOT DATE TO ORMN-- 1-20-50 cam"LITE AIO PAVES- Fa!<PEµ DRAWING SCALE ffi CIVIL- - _ DRAWN BY: 4b WIN PRWM A I/1'LP SP/B®AT 45' SHEET TITLE: AT BOTTOM OF RAT--- - SITE RAN I � SIDE SHEET NO LORI£DOLTS SET M L2WW4'PRAPE AM CONCRETE PCI7TIN9 W I VY N S.LOIS PAS VIASONAL DRACSIS, e DAA TOT'1 DOROM- L 24• L Slim IN 0.#A M. WSDm ALL Aftom S A 1 nuP9T-0545 6 HANDICAP RAMP_ DETAIL �j TRASH ENCLOSURE SECTION 'f----T TRASH ENCLOSURE 1 `. L12509W Hertorvs Rd. - —. — _ _- ---- ---- - - - --.--------- 4 _ --_ _ - ------. . - --- ---- - v — -- ------'-- --- 2 --T/4' -- 0"G, '.:iT25 FILE Noy RAMP-OOIDWB SGAI2, N.T.S. FILE No: tR�iIFOOIDWB SCALE, D/4' . 1'-0' FILE No: TRDIFOdIDYtl SCALE, I/4• . I-0• •DFID: N:NT-0142\29WI42-9AIDWS DATE, DEG 19, 14" TINT. 12:11 PM 4 i .,_ _ .. _.._,....._..�_....,��,...,......,�..- .-..--.,.. - . I^�� ' �I�'I I I P I I � I I III I III � III I III I , I 1 I III ^ .. _. ..._,. ...... IF THIS BOEUMENT IS LP.SE Tf1T1fh 41IIIIIIhl�ll II'I'I'I'1lll III IIIIITT4�1 III l I I IIII III I III IIII III III II II IIIIIIIII III III I I1111jI III 1 I II I III I 111111 IMI , ' II .. '' II Vh 7 6C iF1'I 10 1 ISL /-4I' (��`'�' �yyyy�T LEGIBLE THAN THIS NOTATION, I I /V•G4s1 ��S / S S 1 IT 15 DUPE TO THE QUALITY OF a"�YE' THE ORIGINAL DOCUMENT. 30X VIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIIIII�IIII IIIIIIIII IIII�IIII III�IIII IIII�IIII IIII�IIII IIIIIIIII IIIIIIII•IIIIII Ilulnu 1HIIIlu IIIIIIIII IIIIIIIII IIII 1. f s GO KEYNOTES RLAN EV[BIEW ZI' " ZI'-O• �6' " , � �I-0• - II� �1-O■ � -111-0" � - --- 1+- --�` I i J COLUMN ('SEE STRllG7URAL. PRAWIN55 FOR INFO - - -- - --- 1 7w/ . / II • A/".1 M I�• nl_!■ `1 11 •V 1_/1Y __A.7.0 1_1M 22 • -II-0■' 20 -4 -V -/ -T - -- ii / I /' �I POSSIBLE LOCATION OF FUTURE TENANT BUILD - __ � ", (_ - - - _ : 1, '/ OUT. \/ERIFY INSTALLATION WITH OWNER. !r--�-_-w -- ___ w. wl•w -- - w- _ "n• ---- -- I 1 S � 1 ,;: 1Z I NEAT �FNCRE --7 1F e �IEWALK.RDA�6HTBNF . PLACE - I 1 ■ �� -- - - -� EXPAN51ON JOINT IN CONCRETE ABOUT _ CENTERLINE OF RAIN HATER LEADER (TYPICAL). 1.4N u 1"JI-a" nl-e• _ �-4" I�' _ IZ-d so !f-4 -,.. 10 �\ `�,. ' �' ` 6 s :�Lm E� 0' \ b� r �4 FIRE SPRINKLEtrc R15ER LOGA'TIUN. r -- - Ate- - /- - - - - B EXTENT OF ROOF OVERHANG. � �11�■••I•■�w w 111 w w w - - 19 I I I -- `L1 CONCRETE FLOOR SLAB. FLOOR cy _EQUAL �_�) d'-8" OG. CKAlAL ; (IO EQUAL SPACES __-- -- �� /� � �� 1 �� I / (bI EXPOSED \, FIN15H BY OTHERS. r Q 14 I ;II Ib \ 4 � I'i I I ��' _ �� • T ROOF DRAIN 4 OVERFLOW V`1THIN WALL FRAMING. w� ' I'-- ter) 01 A DAYLIcvHT AT FACE OF CURB. t 1! FIN. FLR. -- M1 _. IQ - .tL tr , 41.66 ?t MA50NRY COLUMN 5EE EXTERIOR ELEVATIONS z cu 11 i i I k �� ' �.• i i� �� AND DETAIL #I/Ab.l. ■�■� LL. �I < Z �I 4 I' [2� -;! J! I �,�� // I �� RAIN WATER LEADER WITHIN MA50N'ZZY PILASTER. "C O -ul / - --- - I O [lol nND SNRY TRUGTULUMN - SEE RAL DRr�W!N65.EXTERIOR. ELEVATIONS Fi II i' - - o 0 - I I II NEW CONCRETE SIDEWALK. IN5TX_L PER SOILS m I REPORT REGOMMENIDATIONS. 1/4"/1'-O" MAXIMUM 14�- CRO55 SLOPE. 1N5TALL EXPAN_:ION JOINT5 WHERE 5HOWN ON PLAN (SEE ALaO NOTE #I6). II I' ! 5HOP - B II -1 - � I6 5i'IOP - D 1 I SFIOP -G I= DI01 == GI01 ;� _61 0-11 [� � I � '_'�___w w_--'�� (12J CONTRACT. UNDER SEPARATE F'ERM!T AND I I - --•- � 1 ISim., I - 5563 5OFT I 1419 SOFT = 1562 SOFT � � , - --- 141„`= 61-6. _-� t I� ROOF ACCESS LADDER - PAINT TO MATCH ! FIN. FLR. ADJACENT WALL. SEE DETAIL #50/Ab.l. -� d Q " III I 241. 0 6 if �bJ �'I 91M. T-=== __'____- '► , I I 1 i 1 I - - [4� HEAVY DASHED LINE INDICATES EXTENT OF WORK - - - - UNDER TH15 CONTRACT. .� - -- - - -- - - - - - - ---- - - - - ---- - - --- - - - -- - - _ - ® LAND50APE AREA. REFER TO 51TE LANDSCAPE c_a ORAWIN65 FROM SITE PERMIT. d S,S ISI i b iQw it ii i I6 I III III I TM„• s I I __ - � G•ONGRE m C:nNTOt_ JOINT, TYPICAL. CIO II II II I I 1 Qn SLOPE SLAB AWAY FROM BUILDING • 2% Alk m � - III III 1-► I I (COORDINATE W/ ELEVATIONS OF EX15TIN6. v G rn cn 9 ' + I IQ CONCRETE CURBS, TYPICAL) �.. FIRE 5A-I t RISER � 1!i � Iii � � ' I 100 R CONCRETE HANDICAP RAMP. SEE DETAIL #'S/5A1.%n CO3 M•�•.� %I I A- :_� 1 All 1 'e�r 'I ELEG. �„ ,, _ _ 5 I t Q KEY BOX BY 'KNOX' MOUNTED • 10' AAF F. FOR) v0 I I RM. i RR�- I I _I 1 �.R -L �.� _ I I I FIRE MARSHALL ACCE55. Q / I I it `U4 ' 101 - I DI02 I I�1 , D 1 002 �� I I _ - - - 1 o t� �. I I " 1 " I ■ 1 ■ I • I 11 1 ■ t V I -4 •-4• fi M.O. �r------- -�"4.Q� ! I I �•V 15 I " ISI c=J' 4 I a x I t I I iSHOP 'A FIN. FLR.- --- -------__-- ----- Q-1-- -a 2 51M. 6 j- - - '.' I.o 150." SOFT I n CS "`*�EXIT RAMP UNDER / SEPARATE NTR.ACT ( 1 D I FZ45 O / / I � --� I n � I " �, I �� H IDA Ib A102 I As.o A65 _ � i I 1112 MAX. I ��, J I _ - I � • � LINE OF ADJACENT BUILDING / ZD , • 1 = FIN. FLR. o i- a IbO.•O __-- b I -247.OU SIM. Ab.l LINE'OF AD.JO49W E9UILDINI3 NORTH SHOP #1 FLOOR PLAN --- -- --.l- - SCALE, 1/6" = 1'-0" '^ cn �4 NOTE: EACH PAIR OF DOORS SHALL HAVE: EACH DOOR SHALL HAVE, P.EFER TO SHEET A6.0 FOR DISABLED -r--r- U Q O ANODIZED ALUMINUM STOREFRONT 5YST13.1-SEE EXTERIOR 2 SETS PIVOTS(TOP t BOTTOM): DORMA I SET' PIVOTS(TOP 1 BOTrOM): DORMA AGGE55 NOTES. 61-6■ ELEVATIONS FOR MAN)FACTIN4M AND FINISH. .-+ •.. OP440 X 15220 OP440 X13220 GJFAR DEP'iH S I LACK: ADAMSRITE MS IMA I LOCK: ADAMS-►LITE MS 1850A �--- '3'-b' MIN. IZ" _-- BRAB LIAR MA) ''-�-�-�' MASONtY W/41 -5L STRUC TURA_DRAWINf>5 FOR REINFORCING. ° I CYLINDERS: 8E5T'OR EQUAL I CYLINDERS: 'BEST'OR EQUAL ZI-0" I :E'E EXTERIOR ELEVATIONS FOR DOLOR AND FINISH. 2 CLOSER°„ LGN 4020 NY 4020-16 1 CLOSERS: LGN 4020 W/4020•-18 SMOOTH FINISH 6YPBD. to . �M N. MIN. OR ICG(A5 REQUIRED) X KPD-OK OR 166(AS REQUIRED) X KPD-DK - - - DEMI51N6 PARTITION: 6"X 20 AT EA METAL STUDS• Ib' TEN A PAINT COLOR � SIN6LJ:ROLL � - - 5/8'TYPE ;`c'&YP3UN"OARD AT EACH SIDE,b"50U1�ATTENUATION 2 PUSH BAR/PUL.L HANDL, R00044000 I PUSH BAR/PULL HANDLE: ROC.KWOOD PER OWNER. - --- - -� S'-,y" MIN. I�" "P BATTS BErHM!5TUC,-. EXTEND HALL TO 6WOM112E OF ROOF Is TOILET 745511E - - Al3 RM35 W/Rkt%O RM3'S NU RW360 W^g eAR PROVIDE REDUCER F _ I6 n DISPETISEiR - z STRX W.PROVIDE s�•. DEFLECTION HEAD. 3M DETAIL �I TYPE 'A' TYPE IBI , I THRESHOLD: CLEAR ANODIZED ALUM. I THRESHOLD: CLEAR ANODIZED ALUM. ZI-V" STRIP• DISIMILAR 41.,0■ r � I ------ -- - - W/ANCHORS AND GLIP5. H/ANCHORS AND CLIPS. COORDINATE WITH PIVOTS. GGORDINATE WITH PIVOTS. FRP OR EQUAL OVER - - -- Q FLOOR MATERIALS SIM. TRIPPING WAT'EiRPRUOF 6YPBP.-- � P13t ADA --- -- --- _ -_ _ _ -""�"^�t""•=_ FURIRING @ MASONRY WALL1 3 5/8' X 20 GAUGE METAL STENS e Ib'O.G. 1 ' A W/5/B'&rT` UM BOARD AT ONF 51DE, PROVIDE R-II MULAT " 76 11 I SET WEATHERSTRIPPING I SET WF�THERS 1 SOAP Q BATTS BETN�N 5=5. EXTEND WALL TO b'AL.NE H0-E5T sgar V 692F#4 TOILET TI551JE - - CLOTHES HOOK G g b• - DISPENSER AIIXXANT CEILING. SEE DETAIL IC EACH DOOR SHALL HAVE: EACH DOOR SHALL HAVE, DISPENSER I I/'1 PR 1907 HINSM, McKINNEY T57114 1 1/2 PR BUTT HIN8E9, Mc.KINNEY 752114 Z •t PER ADA PAPER TOYH."� - -- �� 4 VV X 4 I/2' 4 1/2'X 4 1/2' � 0 � DI5PEPLSER � I I L.AT04SET, SC+LAOE'LEVER HANDL 5ELF-,COVE _ - ---- -� PURRIN&M MASONRY HAI'-, b'X 20 GAUGE METAL STUD_ I LO:k'SET: 'SC LAE'LEVER HANDLE W/PRIVACY LOCK. SHEET VINYL .- - $ I -- -- - _ - W 5/8"6YP"BOARD/T ONE SIDE, PROVIDE R-14 IWAL• TION c 0 1 STOP(WALL MOUNTED): 403 --- -- ADJACENTINE. SEE DETAIL BATTS BETHEEN STUDS. EXIEND W�d.L SIM.O 6' ABOVE HIE,FfST ' Z w I CYLINDERS: VEST"OR EQUAL I SET SILENCERS Ib /16.2 I CLOSERS: LGN 4117 H . EACH DDDR 5HA!.l.NAVE: � ,,I PLAN }�� \ / I,�I -5El'F-GOVIY6 5FI�7 'T3 PAIItTIT10N: 9 5/C' X 20 GAUGE METAL STUDS• Ib'O.G.W/5/ll' � Z I KICK PLATE, C H X ASO THICK I C.PR BUTT RINSES: McK1NNEY 752714 ELEti AT 1 ON A f- LA `t Y I EY`I VINYL FLOORING,COLOR &YPSUM BOARD AT EACH SIDE. PROVIDE MOISTURE R iISTANT w Z PUSH SIDE. SY OWNER. eYPSUM BOARD IN RESTROOM.EXTEND WALL TO 6" *x)vE H16HEST V Q TYPE 'Q'. TYPE 'E' LOCK X , 1/2' I THRESHOLD: ALUMINUM W/ANGIiORS ADJACENT CEILING . 5EE DETAIL �� NUTN 50UN0 INSUV►TION m LOGK5ET, SGHI AGE'LEVER HANDL O i UJI AND CUPS. I CYLINDERS: VEST'OR WUAI. KEY PLAN < Z Ir DOOR DOOR DOOR FRAME FRAME HDA. I THRESHOLD: ALUMINUM N ANCHORS - SMOOTH FINISH&YPBD. TYPE WIDTH HEIGHT THICKNESS CONST. FINISH CONST. FINISH &ROUP 1 5ET WEATHERSTRIPPING SMOOTH FINISH 6YPBD. MASONRY SHEAR WALL.(SCS STRUCTURAL D 61 SY�MITH FURRIN81 a ( Q 4 J AND CLIPS. PAINT COLOR PM O!^d�R PAINT GOL.OR PER OYIOIEft. '1/0'HAT FURRING GHAt'@19.5. 16'O.G.h1/5/C'6YP'9UM 50ARD -- ---- - f1 �A� 6'-O" 1'-0" 1 3/4" � ANODIZED ALUM. ANODIZED I I SET NEAT}�1TRIPPINB FRP OR 501AL OVER -- FRP OR EQUAL OVM SL'B P:_TAIL 1, \--' otf F- 0 I - p cc YVATfRPROOF 6YPBD.-- -- KAT'EFJTWOF 6YPBD. -- ---- __- ---- -- - - --- O 31..0" T'-0" 1514" •/ ANODIZED ALUM. ANODIZED 2 HARDWARE GROUPS �" w - - _- -- BEARING WALL-SE.E STRUGTUWIL r�tAN4N6J FOR STUD slzE r � � CD O 3'-0" ?'-0" 15/4,- METAL PAINT A�11F.TAL PAINT 3 -' - --___ AND SPACIN5 W 5/6'TYPE 'X'GYPSUM BOARD EACH SIZE. I - - O = J (A) THE FOLLOWINS SHALL APPLY TO EVERY DOOR SERVING A5 AN ACCESS TO AN EXIT,AS (n Q F- I T-O" 1 3/4" S.C. STAIN HOL'XH PAINT 4 AN EXIT OR SERVING HAZARDOUS RDOI-6 OR AREAS, O WOOD METAL �v�Yv-✓V�r v i�v-� .�--��- ✓v i �. 24"x4,9" , HOLLOW HOLLOW (I3) SM71ON 1109.9 OF THE 1996 OW,SHALL APPLY TO ALL DOORS REEARDLESS I " 5'-0" MIN MIRROR -GLOTF£ 4`4RAP HOT WATER I BID ISSUE DATE: O 3'-0" 1'-0" 13/4-, PAINT PAINT 5 1 WASTE LINES W/ - --^ METAL METAL _ OF THE OC�GUPANT LOAD. ti GRAB BAR `� - -HOOK 1719PE�1R /�•DS✓� - JOB NO. FORM FITTING (C) DOORS EQUIPPED WITH SELF CLASIN6 DEVIGE5 SHALL BE OPERA i IVE AT ANY POINT IN INSULATION \ THEIR SHINE BY NOT MORE THAN 15 POM25 PRE-9 URE APPLIED AT THE OUTER EDGE - ----_ I --- -- , - 97.314215 PLOT DA IE: THEREOF. - ` 1-16146 HARDWARE, -- - -- - --- (N DOORS NUTHIN AN ACCESS 70 AN EXIT AND CRIT DOORS SHALL E4�0P@UIBLE FRAM THE a Q Q AL�!!1'!A� \� � If 19 Nu SCALE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL*041XI6E OR EFFORT AT ALL TIMES SOAP :r '� Y • 'r `�• DRAWN BY: I -� ' WHEN THE PORTION OF THE BUIUDIN6 AREA SERVED 15 OCCUPIED. ,�j � DISPE'1EER � MIN (5) ALL EXTERIOR DOORS 5 4AU HAVE WEATHERSTRIPPINS AND THRE'SHOL.D9. ' ■ - - - SHEET TITLE T- --_ '' � �_ ��i""�-- aFK�P SUiLDiNG (<.) HAND ACTIVATED HARDHAR.E SHALL BE CANTERED BETY�_N 30'.MD 44' AF.F. T on (U) DOOR U.09E1t5 TO BE PARALLEL ARM,N1O11NTIID ON IN510f=DOOR. DOOR FRAME TO BE SELF-C.JVE , vRAP HOT WATER SELF-COVE b" MAX: SELF-COVE ��` j-`' P1OOR SHEET VINYL I HASTE LINOS H/ SHEET VINYL I'I" _ SPACE SHEET VINYL - '� ( I SHEET NO. PREPARED TO MATCH. CLOSERS ALWAYS TO BE LOCATED ON PRIVATE SIDE OF DOOR MIN. / �u��-U545 MLE/A.T�ION" E3 I►�,TIOONN ELE'VATION G ELEVATION P 14250 SW 8wows Rd. 3 of 25 �+ ATO TYPICAL RESTROOM PLAN & ELEVATIONS WALL TYPES LEGEND DOOR SCHEDULE DOOR NOTES 2 DWG: MA141-5142125 5142.-AIO.DW6 DATE: NOV 24, 14411 TIME, 2,05 PM .- y�y �,.{� � . i,7FplM. f^!P.+,.l."?;WW III F,. r nh •N•,'2♦�1/QA. ^ - Hr" ..ti. +■Wtt�■■we ,�Lw.'Y.Y .. r .... -..wMa-wviw.s.wG1.PRM•'��II"_' 'q,lMl, .1�.' ..l�1Nf• � ,.o.,. « r.$+,�t+l�.. , ...r,l.r.yy.r �... '-- .. .. �a ,. . .. ._ IF THIS DOCUMENT JF LESS 111 Ilf 11!!111 II! III �1 I I lilll VIII I I III !+i 117 i11 III IIT 111 gl II III III III III III III I I III III III I�jI 11 11 .111II111ITit /LEGIBLE THAN THISNOTATT ON 1 1 I I I I � I I I I I G I I I I I I v I ��-� � I I 11' INOW • 1IT TS DUE TO THF UALTTY OF ' �/ THE ORIGINAL DOCUMENT. 121111-111 96 LS 9�Z 1 9�Z 4-412 s1T �I t6 L TIB[ L i t [ 18[ 16[ ( tt I at I B I L I 9 6 1 jt u• 1 IIIIIIIIIIIIII IIII IIII IIIIIIIII IIIIIII IIII IIII IIII�IIII IIII�IIII IIII IIit I IIIIIIIII IIIIIIIII VIII III IIIIIIIII IIII�IIII IIII�IIII IIII�IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIIIIIIIIIIIII IIII IIII!III II11 1111 1111 1111 1111 1111 1111 1111 IIII IIII IIII�YII REFLECTED CEILING KEYNOTES R@NIIIIIIIOIN [11 EXTERIOR SYNTHETIC PLASTER 5Y5TEM - PAINT MILLER 'NU'TMEG DUST' •TTbIW Q E.LF.S REVEAL. (5EE DETAIL 21/Ab.1) • CEILING ACCE55 HATCH. (5EE DETAIL 26/A6.1) (] ATTIC VENT. (5EE DETAIL 26/A6 I) •❑ NO CEILING - OPEN TO STRUCTURE ABOVE. © STRUCTURAL COLUMN LOCATION. p Y Q HIDDEN LINES SHOW 51DES OF T-BAR CEILING TO BE ATTACHED TO PARTITION PER UBC, TYP. w ' 4 v N� w LLW UJoLL. n a0yQl� --A• .. Lul 21-0• 26'-0• VV c3 iR m t A+n o FIC a I 2 aJ I 2 4 eMrs 2 4) C CEILING LEGEND I� I I I • I I ;� .� ATLI 2'X 4'ACOGVTICAL TILE CEILIIK,F19CI.R®-$C Ab2 7 � � I , II I I I •. �� 14 i LIPS. s . S II 11 I 0 PAINT LIPS IL ERiOR 5YNT1453 TIC ITT" 51]TEH �NNf MILLER NRIS6 qpi•RETAIN IY ® 2%4'FUM FIXTURE W'R17MATID LOS • m O m P VOUPY LOCATION W IdBN MLD GONTIK.TQU 1 I I 2'X 4 9AM FIXTURE W PRIlINTID LOO t ue+ O•ZfUEOCy PACK.-VERIFY IODATION W FI m m OEOI•N MLD CONTRACTOR II , I I 2 CZ NO MOUNTED EAT VON MAIOI IEATOR ABOVE CEILN6.MOUNT MT13t HEATM _ TO KAL VEl LOCATION W DEl MLD CONTRACTOR 4 I I I I '•-. ® Will AMR Ell-VBUPY LOCATION W Ol P"1 o G. MLD CORTRACTOR �� • r NO I I I I '•n6•.''.; :' 4� ® RETURN AK SPILL-VERRY LOCATION W DESIGN MLD CONTRACTOR { i I ► ® �S �I��K . N 91M. - - - = LOCATION OF MVTRE PARTITIONS .0 • I I 7 2 SIM. _—_—_—_—_ _—_—_—_— I W O P [4j p � __ GO '� 2 � � GO a -- - 7117"_ I 1 TT a � d R �1-0• 4 • P Or/ /, :o I /777717 I T I z F s (000 KEY PLAN o v) °w z aNp -- - f ~ d w 0 2m � �cRC-C� FA A V) Ill F- BID 18.411E DATE --_ I I JOB NO. n-01422 PLOT DAIS 1-21ll N�tD01tl ` DRAWING SCALE rw� r . I• DRAWN BY: SHEET TOLE: 19R� CNCP EIAD.ROlICt® CEWNB RHI © I SHEEP NO. . I � Nol '_I'<I,1IC Itin o,v,ud SHrJP X01.1 BUILDING REFLECTED CEILING PLAN , DI'ISI MIRY 5142\26V• 142DW �AIIO DATE. NOV 24, Il T111l 2,06 R'I _- SCALE. IA'• ''-0' - • •..-., y' ... .,_.,,.u„a.....--..-• .......- +aw-..._., -. .. ,.....•............w..•.+. ..r.............�.....__...-... _.,,�_. ..._.� 24.'x" 1;'.)q I THIS DOCUTFNI Ir 1,111 TirJi�r VIII Ij illjll ii' Ijl RNAUNOTATION THE LRTUDOCUMENT. i �II1 I I TIi I{Iig1 1�IiI�l I I�III II iftT��{'T1r�t I l�liy1 1�1i1II g1iy1 1�l iO l f V TODUE L CALI QUALITY DIP . . x•111 L6' /`)IC'}' / / 1 uu��ullm uul�m III{��III j�jl��j{{{I�{j� IIIIIIII IIIIIIIII Iulnu IIIIIIIII IIIIIIII IIIIIIIII iu{Ilju IIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII Illlillll IIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIII Illlillll IIIIIIII Illlillll IIIIIIII Illlillll Illilwil30X �('1AlJ N to F ROOF PLAN KEYNOTES RE""'OtA PI-AN CORK,-1/ZI01& CONCRETE ROOF TILE (SEE EXTERIOR ELEVATiON5 FOR INFORMATION.) ROOF DRAIN AND OVERFLOW - SEE DETAIL $11/A6.5. (� CONTINUOUS 22 &A. SHEET METAL &UTTER. • BUILDING SEPARATION JOINT [] ROOF PLATFORM FOR HVAC UNIT -VERIFY LOCATION d� IV DE516N BUILDING CONTRACTOR V j (d� NOT USED y [il DRAINAGE C.RIGKET. SLOPE 1/2 : 12 MIN. z r Q (] BUILT-UP 4-PLY ROOF 5Y5TFM. r Z 0 WATER HEATER EXHAUST VENT. co(5 5EE DETAIL #2-7/Ab.l. -W Ittlttitittlr w a U. ro] CONTINUOUS 22 &A. 6.1. PARAPET GAP. i8� _j LL I z (PAINT) - SEE EXT. ELEVATIONS FOR COLOR. Q 2 3 4 5 b '7 c3n;� METAL ROOF ACCE55 LADDER - PAINT TO MATCH W I :• 21-0 21-0 �,-0 26-O -0 _ .� ADJACENT WALL - 5EE DETAIL #30/Ab.l. 00 19 A5.0tsl ADA I ant i1llil 1III} - ---- i F91- III �- ----- - --- T, Tl I II I I I o I I T.O. PARAPET I Ike �} + 22'-O" I RIDeE I I I I' �, dy i ILl + -r fV T.O. PARAPET0 cc (r I 1 Y I I I �\ ��••. f� m co I _4s O Z � '' cc coo T.0.5. I T.0.5. TA.S. T.O.S.T05 3 Q 01 + I'1'-8' i + ID'-5" + ip'-b" orLOPE + - ��- - - - - - -- - - ---- - - - - -- - --- - --- - — - -- - -1/211?-- - � �►• T.0.5. Y^_f T.0.5. ji . iO 0 2 q ctv A5.0 O 0. I SLOPE 4 1 5112 sIH. N iO Z 2 SIM. 1 ASA C l/' N p T O • c _SLOPE SLOPE _ I 1/2112 i 1/2112— I I I I � Z ; n y -• rl 16 17 1 r A �} O 0 co Or 10 I `f _ �0� I I SLOft I I I 1 7 5112 �[ I I ' I 25 RIDGE 5 i II 1 + T.O. PARAPETddo 0/0;/ 0 a: KEY PL-AN a 0 0 oq h- 0 _j _[ Acc BID ISSUE DATE: JOB NO. —_- __._ 41-51422E ` 711111111111 PLOT DATE AUX"U r19 m — I DRAWING SCALE DRAWN BY: �--- $HEFT TITLE: $NOP BU LDIW � - I i!IIOt7P PIJ1N ISU I"J I-U)0 \ SHEET NO. 4250 SW Barrows Rd 5 of 25 T Noll" Al-2 . SHOP BUILDING ROOF PLAN [710461 N1\dM-5142\25\5142_Al2DW6 DATE: NOV 25, 1419► TIME: 1:49 PM �.T IF THIS DOCUMENT IS LESS T1 ilr III fll Ill ill IIT 1lI fll ILLI III III 11T rii Ilr IIr III I[f III III III III III III IIIIILI III III III II1 111 11T I�I 111T Ilr liliril 1 1 III III 111IIIII III III IIIIIIIII LEGIBLE THAN THIS NOTATION, IT IS DUE TO THE QUALITY OF --1------�— --� �''U r THE ORIGINAL DOCUMRN'1'. NYS° 5 ^ �III�IIIIIIIIIIIII IIIIIIIIII IIIIIIIII Illi�lll�ll�llllllllllll IIIIII�IIIIillll�llilllllllllllllllllllll IIIIIIIII�I!Il�llll�llllillll II IIIIIIIIIiIII�!!II11tII!I!I1el T ii iII!�Iu!iIII�II!I6II�!IIIIIIu�lu1 Lli�ll�ll9�i�n�1911��111 uII�II�I Inl�ull LIQ nn i1!ilull I • •• • REVi6�iON9 j KEYNOTES PI-AN REVIEW I _ Gc�RR.-li2a�la FI-1 COLUMN (SEE STRUCTURAL DRAHIN65 FOR INFO) �2] POSSIBLE LOCATION OF FUTURE TENANT BUILD j 1 2 3 4 5 6 OUT. VERIFY INSTALLATION WITH OWNER. 9 101'-0" rs j EXTENT OF ROOF OVERHANG. Y I Y I 11 1 b-Q za-4 ZO-�_ - --- _ — 12'-•4" ►,'-4• [4I -_ _-_ EXPOSED CONCRETE FLOOR SLAB. FLOOR _ 4 III -� FIN15H BY OTHERS. -------- -- -----}-------- -------- — 1 ROOF DRAIN 4 OVERFLOW WITHIN WALL FRAMING. III --- -._--__ _.-____- -'SI-p�_- _______________ __-___ ,--- I,r---------- � -� � ----------------- 10 I L6� MASONRY PILASTER -- SEE EXTERIOR ELEVATIONS 11' �� i I AND 5TRUGTURAL DRAHI NG5. W t y i ( a FIO� , I } ' 610 - , .■ ,n o r (i� NEW CONCRETE SIDEWALK. INSTALL PER SOILS Z l� -------`I. I J`---"`-� = I REPORT REGOMME`NDATIUNS. I/411/I'-O" MAXIMUM r. i ------III I --L I i CRO55 SLOPE. IN5TALL EXPANSION JOINTS W j WHERE 5HOWN (SEF AL50 NOTE *l�) N0 Z6 517E WORK UNDER SEPARATE PERMIT AND Z bb I CONTRACT. �� Lu O LL I 1 E102 I r I =Il a l CONNECT ROOF DRAIN E OVERFLOOR LEADERS 4 O I i i I QTO STORM 5EWER SYSTEM. �� pC 4I -{4 ^� �4f I �uj K , I — HEAVY DASHED LINE INDICATES EXTENT OF WOR 2 8 V UNDER THIS CONTRACT. O CD i 1 U SHOP - E I SHOP - F I SHOP_6 I I m i '[07 » EI01 FI01� �' 6101 - I [iii CONCRETE HANDICAP RAMP. SEE DETAIL 5/5A-1. �► I Ilbb 5C,2F`f Imo--{� 1411 SQFT �I 141'1 WFT �2(---I _, L_ 41-011 1-0 � 'I FIN. PLR. �' {b] I vGONGRETE CONTROL INTI -v \ b a � row_, Es�Low II 244.75 II eELow a� 4 I 4 a 4 � Ab --♦ '� j ��] KEY BOX BY 'KNOX' MOUNTED • 10' A.F.F. FOR � ,6.2 2 �� i, Q I FIRE MARSHALL ACCESS. LANDSCAPE AREA. III �I I +r, - n Q 15 J CONCRETE PLANTER WALL. r z ' 4 14411 b'-rl_ t!) 6G11JIJ. 5P'AGC I (."t) EG. Sb" fsJ W. bPAG!'.5 I tb� Eu�UAI. GPAGE5 b-�1 I I C w w 1 • M �— III SPAGE5 III I I � t 4 I I'i I'ICIE s I ID 14 \ �ie( EDGE OF CONCRETE WALKWAY. _, _ p p Q µ uj e nb _ _ f�� 1 aY 110" -10 I " 144.56 d R� Q 7 b D M Q ( 5 • TOM , 6 Q s T - b II Q r4 'f I l�r.,� O co - - - - -- - - ---- - - - - v 11491 Ib 1 --- - I c� TOS - 41JIr 41-0r 1O'�" 141-0Y b '1 Z'-2 41-011 I ��.0• 41-0" Z'-1" , b 4-O I 4-0 �4--Om b (' , co r� II '� 22'-01 Ib'-0w O TY'P. ZD-0dL4,-o'- =t ' COO c ►,� O O MJ2 144 -. .�, O ►,.� TOG 0 cd Lz. as N r _, N � H • rn N o � 4 NORTH PAD — A FLOOR PLAN - - -- -- SCALE: I/8 • I NIOTEI 0 EACH PAIR OF DOORS SHALL HAVE: EACH DOOR SHALL HAVE: REFER TO SHEET A6D FOR DISABLED V O C to 2 SETS PIVOTS(TOP 4 BaTTom)! DORMA I SET PIVOTS(TOP 4 BOTTOM), DORMA ACCE55 NOTES. --Z-- --- ANODIC S FOR JM MANUFACTURER T-R ER W)FIN, -SEE EXTERIOR v� OP440 X 75220 OP4"40 X 75220 _— b'-6" ELEVATIONS FOR MANIJFAGTU�APC,FINISH. _ CLEAR DEPTH I OGK: AnAW.'-21TE M5 15WA I LOOK. ADAMS-RITE MS IMA '3'-6" MIN. IZ" _ --__ --_- NM1EiONRY AAL'_ -SEE 5TRl1GTI1R4.DRAWINGS FOR REINFORLINHd. 12 ° I CYLINDERS: ©EST'OR EQU4 I CYLINDERS. BEST"OR EQUAL 2'-0 I Sf3=EXTERIOR ELEVATIONS FOR DOLOR AND FINISH. ` 2 C,L.05ER5! LGN 4020 W/4020-I8 1 CLOSERS: LGN 4020 Al 40.20-I8 STH FINISH 6YPBD. PV MIN. MIN. \ OR 166(AS REGIUIRED) X KPD-DK OR 186(AS REGIUIRED) X KPD-DK - -"'-' 5/6-T NIfi PARTITION+ 6'X 20 AT EACH H SIDE G-SO• Ib'O.G. A PAINT COLOR 51NiGLE ROLL - --�J.F�■ - � S/8'T7PE 'X'SYP91+M BOARD AT EAUi SIDE,b'S0UN7 ATTENUATION 1 1 PUSH BAR/F'ULL HANDLE': RrX.KYi00D I PUSH BAR/PUL.L HANDLE: RDGKHVOOD PER OWNER. ---- -� 51-61 MIN. 12" TOILET TISSUE / ,.-. BATTS BEII"EEN STUDS. EXTEND WALL.TO UPIDERSIDE OF ROOF 7�3 RM55 W/W860 RM35 W/RW360 - DISPETLSER - - -/ - - 9TRUGTURE PROVIDE 3/4'DEFLECTION HEAD. SEE DETAIL(' 1 THRESHOLD, CLEAR ANODIZED&UM. I THRESHOLD, CLEAR ANODIZED ALUM.BAR PROVIDE REDUGEk F\-Ib I7 TYPE -A- TYPE-�. TYPE C_ ANON,AND CLIPS. W/ANG+i0R5 AND CLIPS. �'-o" STRIP• DI5IMILAR 41-0» (1 COORDINATE WITH PIVOTS. COORDINATE WITH PIVOTS. FRP OR ISril1AL OVER - -- --- - Q FLOOR MATERIALS _ Q 51M. WATERPROOF 6YPBV. �, � PER MA - - A CLEAR � � •-�"'�'-'�- FUiRIN6 0 MASONRY WALL, 3 516'X 20 6A1FiE METAL STUDFi 0 Ib'OL. l2* 1� MEAT}ER5TRIPPIN6 I SET MEATHER5TRIPPIN6 --- W/5/8'6YP�5UM BOARD AT ONE SIDE, PROVIDE R,-II INSULATION T� _ •3• SOAP BATT5 BE- EEN 5M75. EXTEND WALL TO b'ABOVE HIGHEST Id' TOILET TISF.><1E - - mob" DISPENSER ADJECEN7 GEIL•N6. SEE DETAIL EACH DOOR SAW.HAVE: EACH DOOR SHALL HAVE c� CLOTHES HOOK G 5 � � I In PR BUTT HIN6E81 McKINNEY 152714 I In PR BUTT HINGES: WKINNEY TB2114 DISPENSER 4 PER ADA --- / _ 'r PAPER TOWEL-1 - 4 tn' X 4 I/2" 4 In' X 4 In' . ' cI3P ER FURRING a MASONRY YA-LI 6' X 20 6A SE METAL 5TUD5� ib'O.G. I LATGH.,ET': %R ACE-LEVER HANDLE SELF-COVE - --- T - ) - --- II �_ 0 o I LOGH. T: SGHILA6E' LEVER HANDLE W/PRIVACY LOCK. SHEET VINYL _--- -- - -- - 1 - - W/5/8'GYPSUM BOARD AT ONE SIDE, PROVIDE R-14 INSULATIONco I 1 STOP(WALL MOUNTED) 405 --- -- - ADJACENT 0EIBATTS ILLIN6. SEE MTADAIL,' 51M.L TO , ABOVE HIGHEST \ I CYLINDERS: 'BEST'OR EQUAL _ --- Z Lu I SET SIIJ:NGER.� �.2 �.. I GL05ER5t LGN 4117 EACH DOOR 5Fi/U1 HAVE; L_ffim \ / /� --SELF-CLOVING SHAT ---�-----• PARTITION: 5 5/5'X 20 6416E MFTA-STUD• Ib'OL.W/5/6' Z KIUC PLATE: 8'H X .050'THICK I In PR BUTT HINGES: McKINHEI'782114 1-LE Y AT I ON A PLAN V I EV4 VINYL FLOORING,COLOR eYPSUM BOARD AT EACH SIDE. PROVIDE M015TLRE RESISTANT LLI z PUSH SIDE. - -- BY OH"1ER 6YPc5UM BOARD IN RESTROOM.EXTEND WALL TO b ABOVE HI6HMT D (,) O TYPE TY TYPE 'E' a 1n' x a Ir. N 0 I QLD: ALUMINUM W/ANCHORS I 4 142' ET: 1/'21' Af7E1 LEVER HANDLE ADJACENT CEILING 5U-DETAIL WITH SOUND IN5Ul/1TION AND CUPS. I CYLINDERS: SEsr OR EQUAL �� KEY PLAN Q Z W� DOOR DOOR DOOR FRAME FRAME HDA I D: ALUMINUM W/ArOHORS SMOOTH I'INISH 6YPBD, — SMOOTH FINISH PER. OHN _ MA50NR'r'SHEAR WALL(SEE STRUCTURAL DRAWIN55)WITH FURIN61 AA TYPE WIDTH HEIGHT THICK CONST. FINISH CONST. FINISH I ROUP I SET WEATrfW5TRIPPIW7 AND CLIPS. PAINT COLOR PER OWNER PAINT COLOR PER OWrER - V8'HAT FURRING CMAPPEL5 A Ib'OL.W/5/8'GYPSUM BOARD a cl)O O A 6'-0" 7'-0" 1 314" ALUM) ANODIZET7 ALUM. ANODIZED I I SET WEATHERSTMPPIN6 ! \ - FRP OR EQUAL O\� 5�DETAIL A ,- Ft.P OR EQUAL OVER 6L 55 WATERPROOF 6Y'PBD. Z IY 0 YvA1tRPROOF 6YPBD. _ - --- CB� 1314" ALUM1 ANODIZED ALUM. ANODIZED 2 HARDWARE GROUPS _�.._ __ --- Q. 1 LU ., 6LA55 - = BEARIN9 WALL -SEE STRUCTURAL DRAWINGS FOR 5TU7 SIZE \� AND SPACING W/5/6"TYPE 'X'GYPSUM BOARD EACH SIZE. 771 0 v/ 15/4-- METAL LOH PAINT �MIETAL LLOHPAINT 3 - - - (N THE FOtL-ONN6 SHALL APPLY TO EVERY DOOR SMVIN9 A5 AN ACCE'9®TO AN EXIT,AS I 1314'. S.G. STAIN HOLLOW PAINT 4 AN EXIT OR SERVING HAZARDOUS RD045 OR AREAS _=-- -- / O _WOOD METAL r_ v�w�/ .� -✓Y�w -241x441 WRAP HOT WATER W '(m) SECTION 1104.4 OF THE IMb 0580 SHALL APPLY TO ALL DOORS,R58APOLFSS I 5'-0" MIN MIRROR CLOT ES I SHOP -0" 13/4" HOLLOW PAINT �� PAINT 5 HOOK t WASTE LINES W/ PAPER TOWEL DID ISSUE DATE: METAL METAL t OF THE OCCUPANT LOM. IrEllm `..�� .�.�.��.ti /�✓�.__ /`- FORM FITTING aD6. (G) DOORS EGiUIPPED WITH SELF CLOSING DEVIGB9 SHALL EE OPERATIVE AT ANY POINT IN ' INSULATION \ T^--- J08 NO. Q 4 47.314225 THEIR SWING BY NOT MORE THAN 15 POA05 PRESSURE APPLIED AT THE OUTER EDGE LLL PLOT OATS: THEREOF. _ _ i c ` H�'ll1!!<!15 � �`` - 1 RA I HARDWARE: - � - - _ � DRAWING SCALE: (/) DOORS WITHIN AN ACCESS TO AN EXITAND EXIT DOORS SHALL.BE ANY SPEGINOW FD6F OR ORTEFROM THIL-A TIMES a SOAP •Tor Z " T f INSIDE WITHOUT THE USE OF A KEY OR fDRAWN BY: HfN THE PORTION OF THE BUILDING AREA SERVED 15 CLCUPIED DISPF_rlSER OMIDIN (B) ALL EXTERIOR DOORS SHALL HAVE WEATHERSTRIPPING AW THRESHOLDS. — ��--- SHEET TfTLE: ' rI. �� -. PAD-A a (G) HAND ACTIVATED HARO ARE 3HAL L M CENTERED BETWEEN 50" AND 44' AFF. _ ,;. / 611 MAX. .�'� FLOOR PI./W (b) DOOR CLOSERS TO BE PARALLEL ARM,MOUNTf�ON INSIDE DOUR. DOOR FRAME TO BE ` , WRAP HOT WATER I,„ KNEE SELF-GONE \ t WASTE LINES W/ 91ET VINYL - - SPACE 5H�T VINYL / �� I SHEET NO. ' PREPARED TO MATCH. CLOSERS ALWAYS TO BE LOCA 10?ON PRIVATE SIDE OF Door ELEVATION 8 row ITTI"G L.E V>4 T I O N C.� ELEVATION_ D / TION A2.0 HUP97-0545 14250 SW Harrows Rd. ��of 25 ' TYPICAL RESTROOM PLAN & ELEVATIONS 2 WALL_ TYPES LEGEND 0 LOO-R- SCHEDI JLE DOOR NOTES - - SCALE: 3/6" = 1'-0" 5 DWG: �Atr-5142\25\5I4D__-A20.PW6 DATE: NOV 24, 1x1411 TIME:: 2:0'1 PM IF THIS DOCUMENT IS LESS 77711E llllll'IIIIIIIII VIII�IIIIIIIll VIII I 1111111 11TTT�1�g1111T dill 1 llljl�l 111IIIIIIIII111 VIII I i IIIIi''lllllQIIIIII111111111�1 tlT1TIr tjl t 1 1111111 I'I III IIIIIII III�I�I� /�� t / ' LFGTBLR THAN THIS NOTATION, `---L_. I ---I 141 l �I II 6I I ( yl— I �1�7 JI }-1�,1�+_ IS 1 1 J � im IT IS DUE TO THE QUALITY OF V� 1 No 36 A_ JGUIQ THE ORIGINAL DOCUMENT. � � VIII IIIIIIIt1iIIIIIt1i IIIIIILill,III IIIIIIIII IIIIIIIII IIII�1111,t,111111111I IIIIIIIIIIIII I IIIIIIIII IIIIIIIII IIIIIIIII IlillllN IIIII1111 VIIIirm lllIlil IIIIIIIII IIIIIIGIIIIIIIIII IIIIIIIII Illllllll,IIIA111 Isllllllll 11111 111111111,111114111 Aq h 1 1 REFLECTED CEILING KEYNOTES REVISIONS _ nAk Rr:VIEW � GOER.-I/1D/9a [� EXTERIOR SYNTHETIC PLASTER 5Y5TEM - PAINT MILLER 'NUTME6 DU5T' #7761W E.I.F.S. REVEAL. (SEE DETAIL 21/Ab.1) 2V-4• — 2b'-4« - -- - - -- sb'-4" -�- a'-nN- GEILIN6 AGGE55 HATCH. (SEE DETAIL 2&/Ab.1) a L) (I-HOUR HATCH • I-HOUR ENCLOSURE. I AS.o [4i ATTIC VENT. (SEE DETAIL 26/Ab.1) (s] NO GEILIN6 - OPEN TO 5TRUCTURE ABOVE. 1 i i,r---------- --------------- Il i'I fl -------------------------i 6_] STRUCTURAL COLUMN LOCATION. t HIDDEN LINES SHOW SIDES OF T-BAR GEILIN6 TO BE AITAGHED TO PARTITION PER UBC TYP. Q .' I I I I I -✓ wv v./w�. L) HATCH)- .. AREA INDICATES EXTERIOR SYNTHETIC r• r Q PLA5TEK STEM. 5U55TRATE TO BE 1 w -------- ------ iit i,i i L 5/8" TYPE X' GYPSUM BOARD. - PAINT MILLER ~0 0 it i NUTMEG DUST #'T761 W _�✓" W I [5l N .I .fl► �~� r W U- Z toaco cogO I III II II I �ti` bA sYM. /`!►/,r iIi =I ' A T— i, I Ili Ili a I Fff 4 •�'�. iIi iIi :r P' I. I. CEILING LEGEND y f� { •� � ATC�I C_� j 5 C - �• p .. .{ . q -- Q 2'X 4'ACCOUTICAL 71LE GEILIN6,FI58UR® 5EE AbZ Z .. 2 s O C I - SYSTEI•+ - - - PAINT MILLER tilTTT-6 DUST'rtT16iW E IF9 E.IFS EXTERIOR SYNT}t?IG PLASTER 4 Mir ; E.IFS. , E.IFS. 42'X 4'FLUOR. _716 LBO 12'-0" 4 12'-0� 12'-0' ' VERIFY LOCATION W DES6N BUILD CONTRACTOR f. I o 1 1 bA b 7 ,+, 2'X 4'FLUOR FIXTURE W/PRISMATIC, LENS 4 ao U A5.0 A5.0 A5.0 5�45t6ENGY PACK. -VMFY LOCATION W/ cco DESIGN BUILD CONTRACTOR. +, ® WILILY PC*E�R BEXAT A K-UP O O WATER HEATER ABOVE GEILINS.MOUNT WATER H EATat TO WALL.VERIFY LOCATION W/DEWPN BUILD GOMRAGTIOR y M I (1 711 SUMLY AIR 6121LL-VE1t1FY LOCATION W/DESIGN O ' L� IIQIJ BUILD CONTRACTOR. . F"'q 4 ® RETURN AIR GRILL-VERIFY LOCI ION W/M16N CL4 BUILD CONTRACTOR ® LOCATION OF FUTURE LIGHT FIXTURE.PROVIDE - -_ -- - 15 OGKIN6 FOR FUTURE INSTALLATION. NORTH - - - LOCATION OF FUM PARTITIONS PAD A - REFLECTED CEILING PLAN �1 ROOF PLAN KEYNOTES SCALE: 1/6' s 1'-0' r� [] ROOF DRAIN AND OVERFLOW - SEE DETAIL #11/A6.3. V ;; [] ROOF PLATFORM FOR HVAC UNIT -VERIFY LOCATION rn W/ 0E516N 13UIL DING CONTRACTOR 4 -- -- -------- -- O b [�] NOT USED N v o 26'-4" 28'-4" Ze'-4" D'-O" —� '��' M44 DRAINAGE CRICKET. 5LCPE 1/1 12 MIN. rx AS.o I I P� 0 o F5 BUILT-UP 4-PLY ROOF SYSTEM.401 -- - I - -- - -+—- - -—- - --- 7E2:] - -- - A ® WATER HEATER EXHAUST VENT. ►� q ' " o o SEE DETAIL #27/Ab.l. C� n o I I � TOS CONTINUOUS 22 6A. G.I. PARAPET GAP. (PAINT) - SEE EX ELEVATION5 FOR COLOR. 4 7 - 40 HATCHED AREA INDICATES 5/6" TYPE 'X' GYPSUM BOARD BACKING FOR CONTINUOUS uJ 422 6A. 6.1. PARAPET GAP. �4 b PAINT - SEE EXT. ELEVATIONS FOR COLOR. ( ) L - Y I I 4 n Ib I (;] HATCHED AREA INDICATES 5/6" TYPE 'X' 6YPSUM BOARD BELOW ROOF DECKING FOR - I 14'-3" rob I 44 4 I-HOUR FIRE RATING. - 61-0111 - - - -- _ - - - - - - B MIN. � I5-oI 5 5'-O" C7 4 4 Q Q - 4 z w -- " ff1 I I �.. - - - --- - - - _j Z \ \ m L Q bA SYM. �,� , I KEY PLAN - w .t o a z O � -cr Ab.l 13'-4" T05 - 2O cc —- - -• - - --- a. uj Q d, 15 / Q ~ .J{p e BID ISSUE DATE: - JOB NO. I 14 - 011-5142.25 PLOTbA b -{ 1-2bAbATE A5.0 A5A ASAT.}O� r DRAWING . gCALE: DRAWN BY: MDN ��---- SHEET TITLE: M*��T PAD A-M1 9-MTW CaLING 4 MtOOF PLAN SHEET NO. BIJP97-0545 14250 SW Barrows Rd 7 of 25 - NO" A2.1 PADA ROOF PLAN SCALE Iro". r-a� DWG: NAdM-5147\25�6142_A21 DP0 DATE: NOV 25, I'ggl TIME: 2:14 PM �" - �,.+.•.max r } _ _ ,. .•.�_. ••w. ..•••..new,»,.?...:, ,. _ _ ^`. .. _.- .a...-...e.:F. .,,.•.�...,., dn.ar�•.+11'11YWAw■u..ur�r.'�..�AItnMF�.w•.r...�M�■,�.Me��■+^�far-"allni r,��li�i�l�li�i� �f � 1III fIfI1IfIiI1I1Ig111111�IIIIIII1IIIIIIIIIIII�IfIIF THIS DOCUMENT IS LESS LRGTBLE THAN ENTS NOTATION, III II1I1I1 IIIIIiI ll1l1 lf1T11�T1 11'1 I�i�l�lIlIlI lNIolIae(ILb71`14 IT IS DUHTO THE QUALITY OF q'- - �1-b � 1777 THE ORIGINAL DOCUMENT, E B�]Z f+ 9lZ + LL 9�Z + Z 1bZ S� 1. TZ OZ 81 Toir, LF,,, i 8T 4l1 6T +�CT L f 8 99 f ELL I1��►I��II��I�I��I��III��I��I��III��I�I��I I�I��I�I�IIIIIII��l��lil��l��IIIII��I�II�1 �111►I �I�1�1IIl11111111!IIIIIIiIVlllllllllllllllllll IIIIICII IIIIIIIII IIIII�II Illlillll IIII�IIII IIIIIIIIIIIIIIIIIII II�IIIIIIIIIIIIIIIIIII III11W11 Y RE1/l�IOI�N � KEYNOTES PLAN 1 C.UNR-I/�iAb LJ COLUMN (SEE 51"RUCTURAL DRAWI1455 FOIE INFO) [] P0551BLE LOCA'T'ION OF FUTURE TENANT WILD OUT. VERIFY INSTALLATION WITH OWNER. [s] EXTENT OF ROOF OVERHANG. I 2 5 4 b �` 0 EXP05ED c-mr,RE'TC FLOOR SLAB. FLOOR - " FINISH BY OTHEkS. ROOF DRAIN s O`/EPFLOW WITHIN HALL FRAMING. if [e] MASONRY PILAF;TER - SEE EXTERIOR ELEVATIONS V`) A � ND STRUCTURAL DRAWINE-'S. � b [i� NEW CONCRE 7E 51DEWALK. INSTALL PER SOILS r As.o A3.0 1 REPORT RECOM'MENDATION5. 1/4"/I'-0" MAXIMUM r- ` / I % j I CROSS SLOPE. INSTALL E"PANSION JOINTS N �' 14'-0" I Z4' I « « ' WHERE 5HOAN (SEE AL50 NOTE *12) - Z -0 I t4-O 22-0 C7 -- -- - _ C7 V � ' 4'-O" 4'-0 lo'-0� a-o° I'-4" 4'-O" Ib'-O" 4'-O' I'-4" 4'-0" 10'-0" W-00 4'-0" [ SITE WORK UNDER SEPARATE PERMIT AND 2 C 4.-'O%, '-O" I '-0�_ s 4'.d" W-4" CONTRACT. �� w o t. ' I �- 1 ' ' 1_- - - Tor" r r-_{-- -- (_-_] CONNECT ROOF DRAIN # O RFLOOR LEADERS umd I - - I ` TO STORM SEWER 5Y5TEM. ! 1 33 J _ 11 Ib - - _ - ; -- --- r. -,�-- - ; �: - - - - • - A [I ) HEAVY DASHED LINE INDICATES EXTENT OF WORK UNDER THI5 CONTRACT. uJ �---- * .2 * Ab.2 I fn ��-4 - -e" -lo" 1a'-o' '-1 '-b" 2'-4" s 4 rl CONCRETE HANDICAP RAMP. 5EE DETAIL 5/5A-1. .1s �4:5 Q v ros ,t] I _ * - - - * I - I2 B ❑ CONCRETE CONTROL JOINTS Q i 16 I5 B ' IS B s IS B I I • �v �vvr/�.v -V W I Q 1 I I I L 1 14� I KEY BOX BY 'KNOX' MOUNTED • 10' A.F.F. FOR O 14 ----'-o - ,� -- (4) EMAL. 5PACE3 I hJ tea. Ob" . (2) rrrW f _(4) EMAL SPAGt 1-00 4 I FIRE MARSHALL ACCESS. n !+PACES SPACES D i4 i AND5GAPE AREA. � 4 s � Q I � 15 CONCRETE PLANTER WALL. � z A6 2 A6 2 I FIN. FL.R. A6.2 A6.2 * EDGE OF CONCRETE WALKWAY. 249.80 -0 4'-0'1 b l 1 U52"SHOP HSHOP - J SHOP - K �-HI01 JI01 K101 1333 SOFT 1333 5OFT 1333 SOFT II I 4 I --�4 I �44 i � � O co M _ I �.,� I I i -- _ (-_-- TYPICAL ALL I I I Q In L 1 2 RE5TROOMs �" •., q Iz 1 Asa aJ102 H 02 p ) H102 I iii ,1 � iii 5 � iii 5 �- --- - •� E_ � U r- �"1 0 NORTH SHOP #3 FLOOR PLAN cr. x �- SCALE: 1/6" = I,-0„ war-It Mar 020 NOTE, it EACH PAIR OF DOORS SHALL HAVE; EACH DOOR SHALL HAVE: REE TO SHEET A6.0 FOR 015AINMcn 2 SET'S PIVOTS(TOP / BOTTOM): DORMA I SET PIVOTS(TOP 1 BOTTOM): DORHM AGGES,NOTES. =-1= ANODIZED ALUMINUM STOREFRONT SYSTEM-SEE EXTERIOR V p O OP440 x 15220 OP440 X'15220 b'-b" E.EVATION5 FOR MANUFACTURER AND FINISH. �1 to ., cam DEPTH I LOCK, ADAM-0-KITE M5 ID50A I LOCK, ADAMS-RITE MS 1850A S'-b" MIN._ 12" -- --r- MASONRY WALL-SEE STRUCTURAL DRAWINGS FOR REIWORGIN6. ° I CYLIND'.R5: BEST'OR EMAL I CYLINDERS! BEST'OR EWAL 2'-0'B� L SEE EXTERIOR ELEVATIONS FOR COLOR AW FINISH. - - 2 GL05Elt�: LGN 4020 W/4020-ID I GL05IrR5: LGN 4020 40 - I"V 20-I6 SMOOTH FINISH 6YPBD. _ ___� T�T^c� DEMISING PARTITION, 6'x 20 6AUBE METAL 5TUD5• 161 Q.G.Ii/ 10" 10' OR IDG(AS REWIRED)X KPD-DK OP 186(AS REGy11RJ>7)X KPD-0K PAINT COLOR SINGLE ROLL _ « -�- 5/D'TYPE 'X'151'PEEdJM BOARD AT EACH SIDE b'SOUID ATTHU/+T10N MIN. MIN. J�3 4) 2 PUSH W/RM U HA4ME, ROCKWOOD I SBA RPtU HANDLE: ROCK OOD PER OWER.-- - - - --- 5'-b" MIN. I�" TOILET TISSUE - z Iom OlitBATTS STUDS. EXTEND WALL.TO UNDERSIDE OF ROOF uRAB BAR PROVIDE REDUCER DISPB�ER STIi nft.PROVIDE 5/4'DEFLECTION HEAD. SEE DETAIL Ib T1 TYPE 'A' TYPE 'B' TYPE 'C' I THRESHOLD: CLEAR ANODIZED ALUM. I r4RESH OLID, CLEAR ANODIZED ALUM. Z'-0« STRIP• DI5IMILAR W/AWAOR5 AND CLIPS. W/AWAOR5 AND CLIPS. COORDINATE WITH PIVOTS. COORDINATE WITH PIVOTS. FRP OR EMAL OVER - - ----•- Q FLOOR MATERIALS GU=AR Q L-t 10 y SiM. Is WATE-'RPROOF SPEED.---- 4 PER ADA-- - N1 � I SET WFJ►THtiRSTRIPPING I SET WEATHIF�STRIPPIN6 � A � � cr � F11RR1N6• MA.�ONRY WALL, 3 5/8'X 20 GAUGE METH.STUDS• 16'OC. ., 1 W/5/D'GYPSUM BOARD AT ONE SIDE, PROVIDE R-11 INSULATION 6ROUP 64 ' 1 °JOAP '� BAT75 BETY�N 5TUD5. EXTEW WALL TO 6'ABOVE HIGHEST I DOOR SHALL HAVE: EACH DOOR SHALL HA/E: DISPENSER -- _ 4 CLOTHES HOOK G E3 �� _ DIS ADJECBNT CEILING. WE DETAIL ID u I I/2 PR BUTT HINGES! McK1NHE1'TH2114 I I/2 PR BUTT HINGES: MaKINNEY TB7114 4 1/2' X 4 1/2" 4 I/2' X 4 1/2' PER ADA PAPER TOWS. I LATCHSE'T, WhLA,E'LEVER HANDLE 5F1F�OVF- - Q DISPI - '�""`^ f1�l1lIN6 @ MAaOFIRY WALL, b'X 20 GAUGE METAL STUDS• Ib'n,G. I l.OG1UET': SGW.AGE'LEVER HANDLE W/PRIVACY LOCK. 5F1LET VINYL --- g '_ � � - W/9/6'6YP£>I1M BOARD AT ONE SIDE, PRP/IDE R-la INSI�MTON , I STOP(WALL MOUNtID): 403 i. --_'k. BATTS 5TLVS. EXTEND'WALL TO b'ABOVE HIGHEST I CYLINDERS, BEST OR EQUAL I SET 51LB�GER5 ADJACENT CEILING. SEE DETAIL 1D 51M. Ut cr I U.05ER5: LGN 411T � � Z uj I KICK PLATE: D'H X.050'THICK EACH DOOR SHALL HAVE: \ / /� /� p ` / �A� - 5ELF�OVIN6 SHIN = PARTITION, 5 5/D'X 20 6A ASE METAL STUDS• Ib'O.G.W/5/6' Q I- I I/2 PR BUTT'HINGES, McKINNEY 782714 ELE Y 11T I ON l't FLAN Y I EY`I VINYL FLAORIN6,COLOR � Z PUSH SIDE. GYPc.�11M BOARD AT EACH SIDE. PROVIDE MOISTURE RESISTANT TYPE 'D' TYPE'E' a I/2' x a 1/2' ° GYP%"BOARD IN RESTROOM.EXTEND WALL TO 6'ABOVE HIGHEST 0 W Z I THRESHOLD: ALUMINUM W/ANC•4ORS 1 LOCKBET: SCHLAfiE'LEVER HANDLE ADJACENT CEILING. SFJ:DETAIL 20 WITH..aW IWALATIOK m U O AND CLIPS, I CYLINDERS, BMr OR EQUAL S KEY PLAN DOOR DOOR DOOR FRAME FRAME HDA I THRESHOLD: ALUMINUM W/ANCHORS - 0 � W TYPE WIDTH HEIGHT THICKNESS CON5T rIN15H CONST FINISH CROUP I SET WEATI��TRIPPIN6 - SMOOTH FINISH 6YPBO. - SMOOTH FINISH 6YPBO. Z AND CLIPS. PAINT COLOR PER OWNER PAINT COLOR PER OMER. �-��'� MASONRY SHEAR WALL.(SEE STRUCTURAL DRAWINGS)WITH FIMN6, Q Q cc 7'-O" 1 5/4" ALUM/ ANODVED ALUM ANODIZED 1 1 SET WEATHERSTRIPPING 1/b"HAT MJMN6 CHANNELS• 16'O.G.W/5/6'GYPSUM BOARD a 0 GLASS - FRP OR EQUAL OVER FRP OR EMAL OVER SEE DETAIL O B 5'-0" T'-0' 15/4" ALUM) ANODIZED ALUM ANODIZED 2 WATERPROOF SPEED• WATERPROOF 6YPBD. I ---- ~ Q GLASS _ _ HARDWARE GROUPS - - _- --- --_. �_ acc c 13/a" HOLLOW PAINT HOLLOW PAINT 3 f3EHL:RAI, - -- BEARING WALL-SEE STRUCTURAL DRAWIN65 FOR STUD SIZE AND SPA INC W/5/6"TYPE 'X'BYPSIIM BOARD EACH SIZE. O METAL METAL (A) THE FOLLOWING 5HW1.APPLY TO EVERY DOOR SERVING A5 AN ACCESS TO AN EXIT,A5 ✓ II -- 3'-O" T'-0" 1514" 5.G STAIN HOLLOW PAINT 4 AN EXIT CR N6 HAZARDOUS ROOMS OR AREAS WOCD METAL v�,` V� v iv�v�%v'1 - 24'X46' [[P�jA] T'-O" 1 5x, HOLLOW PAINT HOLLOW PAINT 5 o SECTION 1109.4 OF THE 1996 0556 SHALL APPLY TO ALL DOORS,REGARDLE55 I 5'-O" MIN MIRROR / - WRAP HOT HATER METAL METAL OF THE OCGIJPAN7 LOAD. ,B B� ✓ HIOf�C 4 WASTE LINES W/ SHOP BID ISSUE DATE: ��-�'"' FORM FIrnNO PAPETt TOWEL (G) DOORS EQUIPPED WITH SELF CLOSING DEVICES SHALL EE OPERATIVE AT ANY POINT IN e _ INSULATION-- DISPENSER J ��' JOB THEIR SWING BY NOT MORE THAN 15 PCVHID.i PRE555M APPLIED AT THE OUTER MME I Q - 4 THEREOF. q 91-51-42M PLOT DATE: HARDWARE: --- - � --- � I-26-ab (A) DOORS YUTHIN AN AGGE97 TO AN EXIT AND EXIT D�SHALL BE OPENABLE FRAM THE s 4 4 Q ` NJ'�RT"lOIlS° -� DRAWING SCALE.- INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNORM26E OR SORT AT ALL TIMES - `'SOAP � f � :r � � Z � � kMil THE PORTION OF THE BUILDINfi AREA SMVW 15 OW PIED. DISPEIEEIR eft DRAWN BY: (8) ALL EXTERIOR DOORS SMALL HAVE WEATHEiRSTR1PPING AND THRESHOLDS. N1 }Fj �- (W HAW ACTIVATED HARDWARE SHALL EE r BETWEEN 50'AHD 44'AFF. - ` __-- SHEET TI LE (1D) DOOR CLOSERS TO EE PARALLEL ARM,MOUNTED ON INSIDE DOOR. DOOR FRAME TO EE St3Fd.OVE -_.W .HL7i WAT1� �-F-C�� b" MAX.- 1.1« KNff 'C' /, �I'� - PF1�R PLAN ' k T. PREPARED TO MATCH. C44-O RS ALKAYS TO BE LOGATEP ON PRIVATE SIDE OF DOOR SHEET VINYL - / WASTE LINES W/ SHEET VINYL SPACE SHEET VINYL FORM FIrnN6 MIN. SHEET NO. 142517-0545 ELEVATION 5 INSULATION ELEVATION G FELEYATION P t 4250 SW Barrows Rd. � 8 of 25 A3.0 �'' --- --- WALL_ TYPES LEGEND - DOOR SCHEDULE _ DOOR NOTES TYPICAL RESTROOM PLAN �& ELEVATIONS SCALE, 3/5" , 1'-O" ONS: NI\49-3142\25\5142_A5oDW5 DATE, NOV 24, Iga1 TIME, 2,06 PM .. .;,.: . ,,,. ,, r ,: 'r°a4 ., _. . ..M1•�' :..c.�i.y: ..p, -.y, a;.'a- ',+,t. +i&yi, Y`li �+�" �E,�y� ?.fY yyric.�`.• ��h �5 s,', 1 IF THIS DOCUMENT IS LESS it llr 111 III Ell III III f I III III Ilr I I III III lir rlt 1Ir 1Ir 1l1 I f rIr Ell Ell III III III 111 I I III III III 1 I III Tlf I�I f 1 i�1 iJi 1Ir f 1 III III III III III III III I I - fd�'" LEGIBLE THAN THIS NOTATION, < < 1 - _ � � � _ -� �� ilk ,� Ustlbt IT IS DUE' TO THE QUALITY OF THE ORIGINAL DOCUMENT. - T - - r�.ae b' r OA211 ++ T GTL 9L i L 1rL S I L ( TL I L 8t RT I LT ( 9I 1St 11Ht I T Lt 1 711 f VIII IIII�IIIIIIII IIII�IIII IIII�IIII IIIIII,II IIIIIIIII ILII ILII III. ILII III! ILII ILII ILII IIIIIIIII IIIIIIIII ILII ILII ILII ILII III! ILII ILII ILII ILII I11111111111111111 I ILII IIIIIIIII IIIIIIIII ILII lIII ILII ILII ILII ILII ILII ILII ILII ILII ILII ILII ILII ILII ILII ILII ILII?ull r I REFLECTED CEILING KEYNOTES REVIaMS PLAN kgvlmk I G.ORRrII�I�'ib I 2 3 ��-o• '4 S b � EXTERIOR 5YNTHETIG PLASTER SYSTEM - PAINT _.------------ — MILLER 'NUTMEv DU5T' #'T761W E.I.F.5. REVEAL. (SEE DETAIL 21/Ab-1) s GEILIN6 ACCESS HATCH. (SEE DETAIL 2&/Ab-1) E I I i o-HOUR HATCH a I-HOUR ENCLOSURE.' _ x I I I []4 ATTIC VENT. (SEE DETAIL 26/Ab.1) I I I I NO GE I L I N6 — OPEN TO STRUCTURE ABOVE. I © STRUCTURAL COLUMN LOCATION. I bA � I I I [-] HIDDEN LINES SHOW SIDES OF T-BAR GEILINE A5.0 AS.0 , TO ATTACHED ✓v��:v�PARTITION PER UBC., TYP E.IFS. E EFS. E.IF5. (' [61 HATCHED AREA INDICATES EXTERIOR SYNTHETIC # I ��'-0' �I?-0•� 4 (i� o -l,II t PLASTER 5Y5TEM. SUBSTRATE TO BE Z ' 4 I _ _ 4 H t 5/6" TYPE 'X' 6YPSUM BOARD. - PAINT MILLER - p - --- -- - - - --- - - -- 'NUTMEG DUST' Wrb I W �� u 2 1� LL 421 um W m bA 91M. 4 — -— -- � 4 W e A'5.0 .: I uj I 4 ' QQ CEILING LEGEND - --- I ATC-1 25 m tv - - - - I Y X 4'AZ..OUTIGAL TILE GEILINE,FISSURED-SEE �� Z _ - E.IFS.EXTERIOR 5YNTHE716 PL/�STER SYSTEM PAINT MILLER%TME5 DUST"WM61W 2'X 4'FLUOR-FIXTURE WJ PRISMATIC LENS U) 0 ® cn VERIFY LOCATION YiJ DESIGN BUILD CONTRACTOR. i _ I f{Y 2'X 4'FLUOR.FIXTURE W/PRISMATIC LENS 4 03 N I I 9�t6ENCY PACK.-VERIFY LOCATION W/ 111 Q) to to e e DESI6N BUILD CONTRACTOR Ll , i I I ® GEILINE MOIIfM EXITT i6N ^ 0 i W/ WATER HEATER ABOVE GEILINE.MOUNT HATE HEATER ATG-I ATCrl ATG-I ATC-I , ATC-I ATG-: TO WALL.VERIFY LOCATION W/DE516N BUILD GONIRAGTOR Io'-I" c'-0. a Ic'-1" e,,o. e'-0" la-I• I 91PPLY AIR GRILL-VERIFY LOCATION W/DE916N O AS.O I I BUILD C0TIRAGTOR �� a RETURN AIR BRILL-VERIFY L4XATION W/M16N BUILD CONTRACTOR LOCATION OF FUTURE LIGHT FIXTURE.PROVIDE BLOGKKIN6 FOR RMVM INSTALLATION. N NORYH - - - LOCATION OF FUTURE PARTITIONS N PLAN _______ ___-_ -_ _-_ — ROOF PLAN KEYNOTES Q� PAD B REFLECTED CEILING _ - ----- ----- -------- - ---___----- --- ------ ------- SCALE: 1l8• _ I'-O" ,--� ROOF DRAIN AND OVERFLOW - SEE DETAIL #II/Ab.3. U ROOF PLATFORM FOR HVAC UNIT -VERIFY LOCATION ch Dc516N BUILD!N6 CONTRACTOR Q a'-o" 26'-a" 26'-a" 26'-e• a'-o" � o - - -- ---— —-�= [] NOT U5ED v o f� DRAINAGE CRICKET. SLOPE I/2 12 MIN. U c o BUILT-UP 4-PLY ROOF 5Y5TEM. a" I SEE DETAILS EXHAUST VENT. 'ru'' o 0 bA b Iq I l CONTINUOUS 22 6A. 6.1. PARAPFT GAP. A'5.0 AB.0 AS.0 I ❑ - I I I I � i (PAINT) SEE EX ELEVATIONS FOR COLOR. 14 [] HATCHED AREA INDICATES 5/t" TYPE 'X' e I 6YP5UM BOARD BAGKIN6 FOR GCNTINUOUS 22 6A. 6.1. PARAPET GAP. - - - -- - - --- -------- -- ---- -— --Jx A (PAINT) - SEE EXT. ELEVATIONS FOR COLOR. I l 4 � HATCHED AREA INDICATES 5/6" TYPE 'X' �� I 6YI'SUM BOARD BELOW ROOF DECK I N6 FOR I I L I --_ -- _ I-HOUR FIRE RATI N6. 20 Q 4 j 20 bA BIM. in Lij — AS.c� ' � 20 _ Z W Z � W Z \ — ' 1 N Im D 0 I 4 S'—O" �_5� 4 � W 4 4 Q I KEY PLAN ° z W Ico 44 0. 00 VVV C I C «s F•- - -- - –1 -- - - - - - �� — - - -: - - - - - - — ---- _I--- --- --- --- -- --- - - G - - - - -- c a. Ib 1.1 Ib 17 I � m Q I — ° I _ b' I coal- = 'W A BID ISSUE DATE: JOB NO. 4T-3142.25 _ I OLOT DATE .\ � `' DRAWING SCALE F44 Md�RTr�CAB ^ 7� 1. r. DRAWN BY' 061 00 16-611 1 PAD B-SHEET M.F-iGTEt7 - -- - _.I1 �, „ . I / '- OILING R ROOF PLAN ADO \4�1 � I "- �, SHEET NO. 4 NUI'Y/-W4t A3.1 I4'S0 SW Barrows Rd. �l n1�5 , PAD B - ROOF= PLAN SCALE: Iro' • I'-O` N0"TM DWS: N:\4?-51��2sV�142_A.'31 DW6 DATE: NON/ 25, Iggl .TIME: 'Si�I PM � ,.`,; al* ,,.�,,.. ,. - v.. - '.IwNt+MF!. is11,1Y1!'dY111�IlRf�M'�r'�tw• .v.�.wvrr.,nw:.! _ ►,.. a,•sa.sr.•.erw•ws- r�. .r ...w.,,rae..w �r.r:, .. .. ...w..,.wr-'w..w..rw..rr,M;.+1� ._._..a._....w...- —_ _. •1 } ��• y c,; TF THIS DOCUMENT IS LESS 1�111jf lj�l�l�irIIIII� IIrII�� Ij�l�li ij�ll I �I�.IIII IJt)tlt �l�lllt tLlll 1. I.Il.,ll.11.tl'II,L..��I�� IIT I II�I�I� IIII I tlllt�t t�llt 1 i�1111111i1 t 1 lllllllllll I� �III111111 I�► LEGIBLE THAN THIS NOTATION, IT IS DUE TO THE QUALITY OF N°7° _ THE ORIGINAL DOCUMENT, 6 B�L L��L AL L 61L 9�� L 1[L OG 8T B��i LLillilill'i F111111-191111 iibli T11;, BIIIIIIIIIIII I�IIII1 1111 Iln�lnl un�Illl IIIIIIIII Illlltl11 IIIIIIIII 11 11 Inl nlllllnlnn n �llu nIIIfJII ELEVATION KEYNOTES REV"`ONG NOTE: ALL GOLOR5 AND FIN15HF-5 TO MATCH F ALBERT50N'5 BU I LD I N6. -- -__-.__-- _- sf+oWN Fore REFERENCE mrLY SIM. 51M. 14 CONCRETE 'SHAKE' ROOF TILE 2 I MANUFACTURER: LIFETILE - #15HGL5265 A5.0 A5.0 - _ I I ! FORsnoRTEN19 ELEVAr10N COLOR: EQUAL TO MONIER "BRIARWOOD" �-4'1145 ®6 - _ I i I I J Jill i I 1 25 Z4 I Ib _ n I 12 [ I T.p_PARAPET:I III-11 FIJI-[ I III -- -- --- -- _- any'-o• STRUCTURAL BRICK - 4x8xl6 � TRUCTU r - MANUFACTURER: INTER5TATE BRICK le � � 1 1 s s 18 � s > J J I ! _ J C` TO. PARAPBT COLOR: 'MOUNTAIN RED' , 5PLIT-FACE CONCRETE MAN50NRY UNIT y L ._ [- --- ----,�=-' - - - - --� - - - - - �.r, .� b ' - -- -- - --_�_� �1] MA O MATCH ALBERT5ON'S r� ---- - -Ir .. _... _ ._ MANUFACTURER: -_-- - -------- , L ' [ ,1T ;•' I - T.O. FASCIA WATERPROOFED SMOOTH-FACE CONCRETE MAN50NRY UNIT T +12'-0• MANUFACTURER: TO MATCH ALHERT50N'S I.I1I rL 1 1I I_rl L" S ... $? _ _. _T.— T ..—. — _ _ _ _ .1. T.O. E3LAZIN6 w �... _. - _._ _ �_ � � I: r -Ix �,- � � �_ - _ r•. WATERPROOFED T =r I- - T PAINT !U.N.O.): MILLED'. 'NUTMEG DUST' *'M6IW �p T L - 1 — 1 T T _ � U' � . ` B.o. &L.AZIN& C5� E.I.F.S. EXTERIOR SYNTHETIC PLASTER SYSTEM Z - - - - - FsHOP-A�- _ --- I -----.�+i'-e° PAINT (U.N.0): MILLER 'NUTME6 DU5T' #`M6IK �� ui O +2'-O• 21-- �, s n 2 �F.�• - - - - -- - ---- ,- - - -- ------ - --- - INSTALL PER MANUFACTURERS -� Z I I 5 5 4 n DATUM Q I -. 1_ C l . . RECOMMENDATIONS. — � a � � I I p,-•O" � H L !61 I BRI,:,K r�lA I N5GOT �'• MANUFACTURER: INTERSTATE BRiCK 0 COLOR: 'MOUNTAIN RED' ---- ------------ SHOP BUILDING - _NORTH ELEVATION SEE DETAIL *2/A6.2. .10 - SCALE. Ib'■ V-v [] CONTINUOUS 22 6A. 6.1. PARAPET GAP. (PAINT) COLOR: MILLER 'TAIGA' #6346N [] 516NAOE LOCATION. VERIFY REQUIREMENTS AND ALLOWABLE SIZES WITH CITY. 'T b 5 4 3 2 i [�] ALUMINUM STOREFRONT BY KAWNER OR EQUAL 14 COLOR: BRONZE ANODIZED I y f j FORSI�ORTCNeD ELEVATION I A5.0 I A5.0 I � w Io E.I.F.S. JOINT TA PARAPET I I Ib 12 b 11 I I SEE DETAIL #21/Ab.1 FOR INFORMATION - o -r--� I � �• �• I I I [i>J EXPANTION JOINT Ia 1 I [b a isJ le �e '► SEE DETAIL #22/Ab.1 FOR INFORMATION 14 ------ --- --- --i - --- -- --.� POARAPET� ----- - i I + I2 BUILDING SEPARATION JOINT ._---_-.____ _i I 5 SEE DETAIL #23, 24 a 25/Ab.l FOR INFORMATION • o co ..- 1 T.O. FASCIA 5 _ __ (a f,4 C7 co +14'_3° L j..- Ia rl,,• TA;_FASGIA +14 3 -' E.I.F.5. EXTERIOR SYNTHETIC PLASTER SYSTEM 0 W/ AN ADDITIONAL LAYER OF DRYV I T � � � e.0. FASCI_A /- I --\. "-.FAWIA 'PANZER 20' OR EQUAL REINFORCING MESH °D m +I2'-0" - +I2'-O" (PAINT) COLOR: MILLER 'SAFARI TAN' :W 754M F� ,+�� I � T.O. 6L/�IN6 �. CIOc c7 3 +I0'-0" I4 APPROXIMATE LINE OF GE I L I N6 BEYOND. ►ten A6. T T r T / T T T S.o. 6LAZIN 15 APPROXIMATE LINE OF ROOF BEHIND PARAPET. +I�•-- -- o ra. ® WEATHERPROOF 'J' BOX r-'OR 516NAc�E. MOUNT IN a a I- 2� s s 2 n a 1 4� n s I n s j a s] q ;n a� DATUM FAGS OF PARAPET WALL, CONNECT TO 'J' BOX O' --- ABOVE GEIL.IN6 OF ASSOCIATED SUITE. PAINT ��.( -O" A6.1 I Ae. Ab. L ,� TO MATCH ADJACENT SURFACE. c V � � r TYP. N z D BRICK 'S0ILDER' COURSE MANUFACTURER: INTERSTATE BRICK N �� SHOP BUILDING - WEST E L E V A i i U1Nj COLOR: 'MOUNTAIN RED' --------- - - -- - - - ---- _ - --- SGALP� " SEE DETAIL #11/A6.1 C� E.I.F.S. EXTERIOR SYNTHETIC PLASTER SYSTEM � (PAINT) COLOR: MILLER 'SAFARI TAN' #TT54M Q" F ROOF ACCESS LADDER - FAiNT TO MAT.,H D E F ADJACENT WALL. SEE DETAIL #30/Ab.l. • cn HATCHED AREA INDICATES LOCATION OF 5/8" [s 14 TYPP 'X' GYPSUM BOARD SUBSTRATE INSTEAD c o OF L'TWOOD TO CREATE i-HOUR ENCLOSURE. v c T.O. PARAPET la I i i '°`5 O I n I6 I I MAINTAIN RATING FOR ENTIRE OVERHAN6 8 +26'-o"�-- STRUCTURE A5 SHOWN. SEE SECTION #bA/A5.0 �� a T , — - - o ob _ T.O. PARAPET ., T �. - -- - --- - - - -__ - --- - -- - - _ _ -- - -- - ------.- _--------J A T.O. FASCIA V M T TEMPERED SAFETY 6LA55 B.O. FASCIA — Ls_ qv +12'-0" KEYNOTE T.O. WINDOWS la +10-0 B.O. WINDOWS 4 --F.F. SHOP - A +21-O" �. I 5 2.1 2 q SEL DETAIL, 02✓A63 FOR ADDITIONAL INFORMATION RE&ARDIN& THIS AREA. SIM. SHOP BUILDING - SOUTH ELEVATION 3 z a � ' Uz 0 2 3 Q (n W a00 � 00 11'- O I 11 Ib i I it awQ L T I 16 i 19 ' 4 T.O. PARAPET T cn a E•- 1 L T� --_-- - - f i7 - I7 i L r I I I L BID ISSUE DAT`: I � � f`I _I T L 7, I I I I I r I r .L~ I [ JOB NO. L . I l-' I . ill (I� Ii f,1T(TiCrlljlfrl -1 1 1 1IL 1 C1 C1 f 1' i1TI11Ifi LII11 ' I1 4T-3142.25 L'_711, ' 1C .LI_Jlr� l Tr 1 L iTI;]ITt , I �,i Cj ` Li ! JII1 T'Tlrl7_` PLOT DATE' i..T:1...1 C 1T1 it T. 1 I _.i 1 'II, ' . J i-. I r T I� 1 'i •T I C T, , J 1 r i I,,.. i C T_ C iIii Lf T IT-' L f 11 I-2e-4a 1 .L 7 L I T r r 1 L1 11 1 L 1 I J 7 LI' T 7 T I l l 1 t L T,1- DRAW.NG SCALE �� 11 i� LrtL-717 iL11.C .0 I ITC1 1111 : C_ 1 1. L , .L i C 1.1 1 L 1 J1rL LIQ Lr l I i I. , i I ;I Ta . , 1' T11 F L l Ll "I T Is �Ci 1 l r -T t , . T 17 � t DRAWN BY: rT_ I�T I �'1 1 ` LiTi_i_[I_i ; I 1 t-1- 'L rI:LT. ! MDN rl :I 1 f f 1 :, 1 L i C[_I7 LL1 1 1_rI r l r] .T. . SHEET TITLE: -i:Z T T.-f T l I i 1 L .r :r L.I' __-L l I •L / r�FIC�P B11LDR18 r C• ' . 1 .l . - I .i l -L,l 7 EXE 3kiM ELE'VATkM SHEET NO, I I IJP97-0545 14250 Sw 9arrows Rd. loof25 A4.0 SHOP BUILDING - EAST ELEVATION q, OW D, NA4M-5142\25\5I42–A40 DWS DATE, NUd 24, lgdM TIME: 2.11 PM i �,I... ,. �...a.err+^s��.+P!tw!ni,;vel+Nrt�NnMlrt"� w.+�4.,M*.. �•-* .. r . - .... ""'Mlrq�y't� _ .... w.. ......-.w..+;wwrM...M-"+...•ww..wa..•.Y�Iwwr�•�►•,�,••�,t�AF� ..-'v,�ltis�rr.- +:Ir►-' t+I�C.r.. «,••..ed�...,r:MF.:rAsJirY4 iF THIS DOCUMFNT IS LESS T1i IIi III III III III III III III III III Il-lill!IIII 111 iiI IIIIIIIIIII III III IIi 111 III III III III I III III III 'll IiI 111 ll1 1 1 1(1 1�1 i�Il1 1 III III IIIIIII�III III IIIIIII 1 --11�-I-I--I 2L-�--- -�3! I - 151-1 I-161 I -- I �-I I--I S LEGIBLE THAN THIS NOTATION, 1T 15 DUI; TO THE QUALITY OF THE ORIGINAL DOCUMENT. - — __ - _- ---- - - -_ - - - __--1- .. qb 8T B�i. L1L �L �Z �Z SRL G�Z 1 11 G 0 t 81 9 t L i 9 i I QIT ¢IT 11r I I� I t I 8 I B L 9^�4 S �m"n. IIIII IIII�IIII IIIIIIIII IIII�III IIII�IIII IIII IIII IIII�IIII IIII 1111 Ilil IIII IIII IIII IIII IIII IIII IIII IIIIIIIII IIIIIIIII IIIIIIIII IIII IIII IIIIIIIII IIII IIII IIII Ilii IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII 1111 IIII IIII IIII IIII IIII IIII IIII Ill! IIII IIIII�JII ELEVATION KEYNOTES REVISIONS PLAN REVIEW NOTE: ALL COLORS AND FIN15HF5 TO MATCH ALBERT50N'S BUILD!*:b. [� CONCRETE '5HA- ,E' ROOF TILE MA't uP-AGTURER: LIFETILE - *15HGL52&5 COLOR: EQUAL TO MONIER "BRIARWOOO" *4145 A B G D D G B O 7 �- -- 14 14 7] , I [� STRUCTURAL BRICK - 4x&xlb ------ Ib i �. _T O. PARAPET TO PA►tAPET s MANUFACTURER: INTERSTATE BRICK s --- - Ib 0 COLOR: 'MOUNTAIN RED' IS - T.D. PAtZAPET_-_- T.O. PAS T.O. PARAPET - -- - - - _ T <n'-4" — - ._ - • =-- -----I +IST-� J SPLIT-PAGE CONCRETE MANSONRY UNIT TO. P 3 b MANUFACTURER: TO MATCH ALBERT50N5 I WATERPROOFED _ _ _ I PAINT (U.N.0):MILLER 'NUTMEG DUST' ?761 W D.O. 5OLDIER r--r -- ---------# - --- - BO T.O. WINDOW T O. WINDOW - - " � ' i _.� app�'eW t ER ___ +lo,-ou---- �+�p;-0� -- ---- - - - -- -__ +10'--o" C41 SMOOTH-FACE CONCRETE MAN5ONRY UNIT 4 { 15 15 n] MANUFACTURER: TO MATCH ALBERTSON'5 ]w rn r. iI / -7 11 �� WATERPROOFED ' I I eo. OPEN Z 2 OPEN - _ � d.0. WIm"pi 15.0 WINDOW i PAINT (U.N.O.): MILLER NUTMEG DUST *'Y-IbIW �0 Z I 5 -X �.F. P I I E.I.F.5. EXTERIOR SYNTHETIC PLASTER SYSTEM 2 ax Q PAT (U.N.OJ: MILLER 'NUTMEG DUST' *716IW w W � INSTALL PER MANUFAGTURtR5 a z Is « 1S RECOMMENDATIONS. 3 0 2 1 a 10 10 q 7 2 w M l A6 /►b. 2 2 16 ] BRICK WAINSCOT III MANUFACTURER: INTERSTATE BRICK 0 co COLOR: 'MOUNTAIN RED' PAD B - NORTH ELEVATION 5 PAD A - NORTH ELEVATION ' 1 SEE DETAIL *2/A6.2. SCALE, Iro•• r-o• — -- ---_ _--------- ----�, vag•-r-o• [i] CONTINUOUS 22 6A. 6.1. PARAPET GAP. (PAINT) COLOR: MILLER 'TA16A' *b34bN ® 516NA0E LOCATION. VERIFY REQUIREMENTS AND ALLOWABLE 51ZE5 WITH CITY. ALUMINUM STOREFRONT BY KAWNER OR EQUAL • SIM. I 91M. I COLOR: BRONZE ANODIZED bA bA ASA E.I.F.5. JOINT D G B A A B G D SEE DETAIL *21/A6.1 FOR INFORMATION �u r � r s � C� s [11] EXPANTION JOINT T.O. PARAPET Ib lb T.O. PARAPET - < ISG-O" la ' _ .-�� SEE DETAIL *22/Ab.1 FOR INFORMATION +2p-0 IS I T.O. PAR/►PET -Pp_ARAPCT - T.O. PARAPET T.D. F/�RAPET / _. - — -- SEE DETAIL 2 24 a 25/A6.1 FOR INFORMATION _ - I ��-•��?� � BUILDING SEPARATION JO.''JT µ - ---------------------------- --------»-----� - --' --- - -- _ 000 _...._.. * 3 rl• �„, Ln c 5.0. SOLDIER e.0. SOLDIER E.I.F.5. EXTERIOR SYNTHETIC PLASTER SYSTEM v O T.O. WINDOWP.4 to cq couRge � C.oUIt�SE T.O. WINDow W/ AN ADDITIONAL LAYER OF DRYVIT - _ \ •� to Cc .lo'-0" _ - +lo'-0" +Iv'-o" +Io'-0" i 'PANZER 20' OR EQUAL REINFORCIN6 MESH -J II [_n_ 11 n (PAINT) COLOR: MILLER 'SAFARI TAN' #-"54M OPEN1 / I �, Z cc dA• WIC rj [ 2 _e o. wlNDow 0 APPROXIMATE LINE OF GEILIN6 BEYOND. P P F Is APPROXIMATE LINE OF ROOF 43EHI ND PARAPET. [ cd s q q 9I [] WEATHERPROOF 'J' BOX FOR 516NA6E. MOUNT IN FACE OF PARAPET WALL, CONNECT TO 'J' BOX I•- �1 Io 6�2 zI a 10 ABOVE CEILING OF A550CIAT'EM SUITE. PAINT�.b•I .2 A6.2 .2 LAb. TO MATCH ADJACENT SURFACE. [] BRICK 'SOILDER' COURSE N PAD B - SOUTH ELEVATION PAD A - SOUTH ELEVATION COLOR 'MOUNTAIN RED' TATE BRICK N � - --- - -- ---- --- -.. ----- ---- ------- _ —_ --- -- ---- ------- 2 SEE DETAIL *I I/Ab.1 WALE, Iro• • I'-O• , '�GALB Iro • I-0' Lt la E.I.F.S. EXTERIOR SYNTHETIC, PLASTER SYSTEM QP-, (PAINT) COLOR: MILLER 'SAFARI TAN' #7754M 1� � Iq ROOF ACCESS LADDER - PAINT TO MATCH .°.+ ADJACENT WALL. SEE DETAIL *.50/A6.1. • a cn HATCHED AREA INDICATES LOCATION OF 5/6" I:f 4 Ib TYPE 'X' SYPSUM BOARD SUBSTRATE INSTEAD 0 O 10 OF PLYWOOD TO CREATE I-HOUR ENCLOSURE. 2 ,e 6AD10 3 6 i4 I n to n b c� o C� AS.o As.o \�/ MAINTAIN RAT I N6 FOR ENT!RE OVERHANG i::�\ E STRUCTURE A5 SHOWN. SEE 5E!-TION #6A/A5.0 4 PARAPET _ 4 15 5 T.O. _ Ab.1 I I _ 14 ib S 20'-0:-\, --- - Ab. I D PARAPET' 10 6• a O _ TA. PARAPET 10 + la T.O. PARAPET r^ - '� -� 0. -- 10 .�^ - _z T.O. PARAPET L.1.._l� I V cn ; P r, \` .0 - -- -- --- --r- = _- ___-___- --� - - ------- -.. -- } =_ _=='r-_�"_ 1 +I'1'-4� -_. �i t 14 ----------------- -------------..- ------ --------------------------------- ----------------------- J i _1 i- i 14 14 14 U O 10 _ - is '"'.,' ;`� - - - - __------ t_----- --i- i - l - - -- --- - �LA55 -� - _ .r\ \' -t-- I -i-- - - T TEMPERED 5 AFETY r � - ' T.O. WINDOW [] KEYNOTE [Z OPEN OPEN Z Z OPEN - I �' OPEN Z D.O. WINDOW - ln n 15 f 2� �5 Z ��4 � 0 _'1 10 10 rle� 16 Is 1� Ab. to a �[q -I " bio 7 q a 1a I q I PAD B - EAST ELEVATION 7 AD A - EAST ELEVATION SCALE, 1/6 •i-o U) lY zF_ ° z � � z m 0 © zcc a 0 -_ � bA 2 I 6 5 Is 4 D 15 r 3 Is 2 1 0 AS.O .O AS.0 A 5.O I - ` a. crQ 14 — 5 T.O. S !4 [7} -. 4i] `1 4 IS 0 PARAPET I® 10 I Ib�- T G. PARAPET Ib I D +20'-0" I8 I T.O. PARAPET \ I O,-0" -- -- S r T.O. PARAPET U) Q F^ -- --- - -- --------- --- ----------- ---- �1O ------ - - --� ---- T.O. A r I --- - -- -- ----- - _ T.O. ID ISSUE DATE. .L' RAPET 13 � j4 I ; i14 --- ------------ LI ` -s B z_ __ IJOB NO. ------ ------ -- - ---- - - -- --� - - _ _ l 10 i 4T-SI4Z.15 . _ T.O. WNNDOW T. -- __ _ -- ---- _---- _. -� --- ---- '-- I8 ATE: ID PL DRAWING SCALE: DRAWN BY: OPEN I "Z OPEN Z 2 OPEN OPEN 2 ' ' '' 11 -- 9D. wlNuow - I mpN SHEET TITLE: P/�q a11W1Ng3 5 Z L 114 2� Z 5 DATIJMh PTI DATUM EX T19"M"ATI01r>b k 19 13 !s IBJ -�10� 01-0" ? [] - 10 O'-O' SHEET NO. I}UP97-0545 10 ' a_ 10 13250 SW Barrows Rd. q ;moi: I of 25 A4.1 PAD B - WEST ELEVATION PAD A - WEST ELEVATION xN.E, Iro• • r-o• ______-_---__...._- -- , !!GALL, VD • 1'-W „DWG: N,\WT-5142\25\5142_A41DW6 DATE: NOV 24, 1444M TIME: 2:15 PM TF THIS DOCUMENT IS LESS 1f 111 III III III III I I III 111'111 I I III III Ill III III IIT III I I Ill Ill III I I III III III I I III III Illll I III ill l�l I 1 lIi l�l 1�1 1 1 III III III III III III IIII I 411i � I S L LEGIBLE THAN THIS NOTATION, � S im IT IS DUE TO THE QUALITY OF ��J T}1R ORIGINAL DOCUMENT. - --- r11111111111111111 —I, � � /l�E a 8LL- 9�L'9�L�L I E�T .L I iC I L 8i rl 6t 19t 14i 1 ►T I St I f[ IT1,11, il till � �S�L IT I ��F,,,I, - F911111111 IIIII IIII IIII IIIIIIIIIII IIIIIIIII`I,IIIIIII IIII;IIII IIIIIIIII IIII IIII IIIIIIIJ IIIIIIIII IIIIIIIII IIII IIII IIII IIII Ili! IIII IIIIUIIIIIIII 1111 n 1lnllnlllII IIII IIII IIII IIII IIII IIII Illilllll IIII IIII IIII11111 nu nn ulllull RkYIRipNr F B A B A PLAN R1>E1/IEW L-1- coRR.-li�er+e 1 25 bj TT Ib ' TOP OF / I �►b TOP /� - - � � � +22'-0' +22'-C' I - / I rz- I n I f -- `-}`-TARAPEr I P T__._--� I , 22' c w r• IIII UP ROOF MEMS ACNE BUILT-UP ROOF MEMBRANE -__�_ +ZZ:-0+221-0" BUILT I � I BUILT-UP ROOF 1�MBI¢/4NE rZ1'-0" BUILT- I .— / j I I If � PLYWOOD WOOD GRIGKE T i I / - SEE ROOF PLAN � � _ - ROOF FRAMING - SEE ROOF FRAMING - 5E>" ROOF FRAMING - 5t'£ I / I 5TRUGTLRAL DRAWIN05 STRUCTURAL DRAHIWv.`r ( ( STRUCTURAL DRAWIN&&- BUILT-UP ROOF MEMBRANE j _- - - - _— 1 1 !� Ab - ROOF FRAMING - SEESUC�ZS��Z� �C� 1 l ��5��,, w �. t , y SS1)(J 5TRUGTUZAL DRAWING5 / * ••� If 1 — _ If 1 .- A / / C R-11 BATT INSULATION w R-Iq BATT INSULATION I III 1� 4 ( R-A DA7T INSULATION - �� r � 0) I 1 _ co) �O / - - -- R-Iq BATT INSULATION - -- -EXTERIOR WALL OF - vY .Ab. I - .W ADJACENT BLDG. BY OTHERSG.M.U. EXTERIOR WALL ---- - --- J —_- Ab.l Ab. 2 1. -� G.M.I. EXTERIOR WALL - � W 0�- '/ SEE STR1JGTl1RAL FOR � SEE 51RL'GT'URAL FOR - - G.M.U. EXTERIOR V'1ALL - /� _-- - --G.MU. EXTERIOR WALL - REINFORCING. RlwINFORGIN6. --- � SEE 5TRIJC.TURAL FOR / / r- SEE STRUCTURAL FOR I I I q O REINFORCING. C= IDA REiNFORLIN6. I I I O um corrc? .. V 5115PENDED ----__..-_T - I t0 w r- ,---_ -.--- m M t IDA I! �GEILIN6 - - - BOTTOM O 0 Ab Z Ab. I 'SUSPENDED AGC.OU5TIGAL - - I 11 - -- --- l -_-A--- -� to A.F.F GEIL N6 TILES 'At Ab.2 ` I -- J +�'-O" SUSPENDED I / GE I LSUSP ED ---- - I \ I GE I L�PEN D / I - - - - - - CEILIN6 �- - - 1 -- A 1 -SUSPENDED AGCOU5TIGAL ,�, C'. +Id'-I' I I tl0'-I" GEILIN6 TILES - SEE ' C t� REFLECTED ClEILIN6 PLAN. C SUSPENDED AGGOU5TIGAL �,,, ` AGCCA)5TIGAL C- CEILING TILES - SEE CEILING TILES - SEL �„ C REFLECTED CEILING PLAN.---- REFLECTED GEILIN6 PLAN.--- • x 20 GAUGE METAL - I ri J O��, r STUDS • Ib" O.G. N 5/8" j- GYPSUM BOARD. I J uj C3 .i R-15 INSULATION II --- b" x 20 5AU6E METAL 1-11 I STUDS • Ib" O.G. W/ 5/D" / '1/8" FURRING CHANNELS W/ 1 6YPr•�UM BOARD. 7/8" FURFtINS CHANNELS W/ — /\/\/ / / 5/D" SYPSUM BOARD. - ---..,IIII- ..- \\//\//• .i -- FLOOR 5118 AND . __ - 5/6" Sl''F'SUM BOARD. ------IIII-- • OCG INSULATION \\�j/\\\/\\/ j FOUNDATION - SEE ,• \ 5TRUGTURAL DRAWINGS l� O Lo02 02 FLOOR SLAB AND � � �-O FLOOR SLAB AND BACKER ROD t FLOOR SLAB AND � � BACKER ROD l � 4+) FOUNDATION - SEE FINISHED FOUNDATION - SEE _ -� m e7 STRUCTURAL DRAWINS5 /\, ., FLOOR 246.710' I 51cALANT• J01NT FOUNDATION - SEE / SEALANT • JOINT ^ O O / - STRUCTURAL DRAW��GS -- -- IIII- I STRUGTURA! DRAWIN55 -- IIII-- I _ b v k DATUM ELEV. y y\/, DATUM ELEV. / o" +0'-0' \. �\//\/V\//� 1 DATUM ELEV. _ FINISHED /\//\// // '/\/�\/ /\\/%\\ FINISHED SLOPE .51i I I I FINIS" I I 1 f O Ls�, FLOOR 2.41.70' %\\%\\i\\\j / y ' i\\/�\i\\%�/�%%\\ FLOOR Z4LT0' R FINISHED TOPE Z% • I I �- \/\\//\\\\/\\//\/\� IIII-- -- \ \ '---+ - ` FLOOD 241.10' --- `• 4_ - -- WALL SECTION WALL SECTION CANOPY SECTION CANOPY SECTION IIII — -- - IIII WALEo I/4' ■ I'-0' W&E: 1/2' ■ 1'-0' -._- - - - IIII 5GALE: I/2' ■ I'-O' - --- --- - -- IIII _. _-- -_ --- -- IIII IIII- - -- - 1 .•-� SUILE, U7 • I'-O' � ►1r GRID GRID �" 14 /� y r a-_ - • TOP OF� � cn -- - :.IIII- IIII -•• ___. _._--T --- - B I 1 PARAPET O ,� 1 o f- 14 I 1 U O �b•I PARAPET WALL BEYOND D !q Ib i f P 1 c.- ET 10 I j a ai +ZOb-' —..t I TOP OF P=A�T I I U C) 0 I I I � .. TOP OF PARAPET WALL BEYOND - ;. - Iq C� '-� L__ I - ^ PARAPET WALL BEYOND I - - I i BUILT-UP ROOF 'MEMBRANE _ PARAPET r I� --IIII-- +11'-4" I I BUILT-UP ROOF MEMBRANE-- _ _- - BUILT-IP ROOF MEMBRANE -.-- SLOPE 1/2"iM I ROOF FRAMING - SEE - PLYWOOD WOOD CRICKET I �- STRUCTURAL DRAWINSS- - SEE ROOF PLAN - j --- --�- - IIII- uzstsv C'C'r1C1 1 . BUILT-UP R WF >�� GJ r 1Uvc�r u li C' DETAIL MbA _ �I 17 C., 5/b" TYPE 'X' 6YPBD. 11_ 5P�AITYPE X' 61T'.BD. - ROOF FRAMING - SEE ROOF PIQAMIN6 - SEE / ROOF FRAMING - SEE C' UNDER DECKING - FOR - SUBSTRATE - POR I-HR. SIM. c I-HR. ENCLOSURE. ENGLO��URE. r STRUCTURAL DRAWIN&5 5TRUGTURAL DRAWINGS -- STRUCTURAL DRAWINSS - -- IS _ R-Iq BATT INSULATION --- -- R-Iq BATT INSULATION C 5/6" TYPE 'X' 6YP.tiD. R-Iq BATT INSULATION - --- - --- / - I G' EACH SIDE - FOR I-HR. �- 5 .� ENCLOSURE. _ BOTTOM OF a G BOTTOM OF ( - �~ IIII-- 1 STRIJOTURE --------��- STRUGTURE i -- I l •- -- -- I TOP of IDA II b +12'-0* - b I ._ARLH 1 G.M.U. EXTERIOR KALI - ---- I I +15'-0' �• - - R-Iq BATT INSULATION .Z _ _ TOP OF ARCH SUSPENDED SEE STRUCTURAL FOR I t 5U°�I°L'TJDED rr REINFORGINC. I I Z Lu SUSPENDED - GE I P I ND f _ r25 OGEILIN6----F-- - _ CEILI" ___. -IIII- - I GEIL��'k5 -- _ _.. , `- - BOTTOM OR ARCH F LP.5. EXTERIOR SYNTI-F•TIG I 1 Ztj GEILIN6 TILES - SEE `� "� PLASTER SYSTEM - SIB: EXTERIOR SUSPENDED AGGOUSTIGAL IL) Z l - 31X3PENDI.D AGGOUSTIGAL - -� ELEVATIONS FOR COLOR. --- -- \ - ' I 1 BOTTOM OF V V 0 REFLECTED CEILING PLAN. SUSPENDED AC.<.OUSTIGAL CEILINS TILES 5� CEILING TiL.ES - SEE ( --T- ARGHH N REFLECTED GEILINS PLAN. -- REFLECT-D GEIL INS PLAN. - - - I I 1 +12'-0" Z W I 1 Q cc E I.F.5. EXTERIOR SYNTHETIC E.I.F 5. EXTERIOR SYNTHETIC G.M.U. EXTERIOR WALL - PLASTER SYSTEM - SEE EXTERIOR PLASTER SYSTEM - SEE EXTERIOR I 1 O SEE STRUCTURAL FOR ELEVATIONS FOR COLOR. - -.. ELEVATIONS FOR GOLOR.------ - TOP OF CEILING _ - I I I 101,•0" ~ [� REINFORGINS. - GOT +i0'-I" i i --- --- - - i ---'- - -A.F.�.� O W Q HLII- SUSPENDED AGCOU5TIGAL. ( , ; i m (� - - GEIUN6 TILES - SEE Y... .r -- -- b" x 20 &AUSE METAL � - REFLECTED CEILING PLAN. - -- -----� / I cn Q _ STUDS • Ib" O.G W/ 5/&' _ _ _ '1/S" FU4RIN6 �.HANNELS W/ SYPSUM BOARD. - 5/8" 6Y w2UM BOARD. IIII ------ -� _^� - 1 I BOP OF ID ISSUE DATE: R-Iq INSULATION BI }-- -T - JOB NO. BACKER ROD 1 If f GOLVMN SEALANT • JOINT - �.- -- ll-1 ! +'1'-0" '1'1-51421') PLOT DATE: FLOOR SLAB AND Ab.2 -- I-ZD�D Ay FOUNDATION - SEE _ - 14 _ 14 - - _ DRAWINt3 SCALE. FLOOR SLAB AND FLOOR SLAB AND F! COR SLAE AND I STRUCTURAL DRAWIN55 FOUNDATION - SEE f FOUNDATION - 51.E _ ^ BACKER RDD 4 -� OUNDATION - SEE BACKER ROD t - _- DRAWN 8Y: - STRUCTURAL DRAWIN65 - I I STRUCTURAL DRAWIN65 - - - SEALANT 4 JOINT DATUM ELEV. DATUM ELF/. 1 I � I DATUM ELEV. IIII 5TRUGTURAL DRAh!IN65 _ _---IIII-- IIII ' SEALANT • JOINT - _-- MDN - - DATUM ELEV. I I - SHEET TITLE T o ^ +O'-O" +O'-O" I < I FO'-0: BIALDIN6 SEGT10119 +O'-0 FINISHED FLR /, FINiSHED FI-R. I I`�IOI°E 2%- FINISHED FLA, I I � FINISHED I 1 PL� 2S / DETAILS ---IIII -- PAD A: 244.60'o '7 PAD A: 244.60' PAD A: X44 h0' - - - ---- PAD B 244.&0' PAD B 241.&0' .� - - / i' PAD B Z",W' �. --. ,•• •�, __ -- - - •• SHEET NO. FLOOR 241.'10' 171 71\1- ii , A5.0 WALL SECTION 8 WALL SECTION ? CANOPY SECTION CANGPY SECTION - ---IIII - --- --- — -- -- _ -- - - -- _IIII IIII-- -- ----_— IIII-- ----------. _ IIII- SGALE: 1/2" ■ 1'-0' gf*% .A I%2' ■ I'-0' DWS: NAdM-514Z\25\514Z_A50.DWEi DATE: NOV Z4, 191'1 TIME: 2:1'1 PM A 1 l "1! T�Tj �I T l I I I I I l l l l l l III l l l f l l l l l l l T 1 Illy l ITT 1 1 1 1 I I I I I I I I I I I I I I I I I I l l l T T l 1 1 T T 1 T T 1 1 1 1 I I I I i l l l l l l l I I I "'"`'""""°""""""""""""•"'""`""'"a"`"''°� ■se ' I I I I Ili I IIS I II � l �� 1 l � l s I III I III 1 111 T 111 I VIII I I I I � IF THIS DOCUMENT IS LESS I I I I I I I � � L_I � �__-I_YL_ LEGIBLE THAN THIS N:iTA710N, IT IS DUE TO THE QUALITY OF No 36 flu�ust lb ��9 THE ORIGINAL DOCUMENT, -- --- --- --- - - - - L�G ((( 9G 9 1yL E G TL OL Q[ 9 I T Ti;,Tiiii,,T1i!i, GTT , LT TT T 8 L 89f £ L T� I !Ill�llll IIII�IIi, iiiilii1lll�ullni nll11ni 111111111 !ili�;l I�IIII iIII�inl I.n�I111 ull1nll�nl11lln 111111111111111111 nnilln 11114 ii IK Y �1 REVIS NO P�LAN� ' ill TOILET SEAT LI6H1T MTGH ��Rlttp. -GRADE 2 GoveR D19rBn198t �i11MR / � _2" MIN. PAP@tTOYEL TYP. <� BRAILLE asp / 4" MAX. IF OBJECT TYP' mete G011TNfl j j IS NICxI-•SER THAN 21" - I I I r�1 n � Resbeeeia� -_' ,\CST �T - � ' � MOM % IN ALcov� - - WOMEP(- _ MEN } _ - ---_ RESTROOM5 I u1 G r 7- 1 e �Gra'G""D SAMIAW SYMBOL DESCRIPTION `t DRY[3t DN.k'�9lR URINAL/TOILET RM.. ACCESSORIES LAVATORY _ DRINKING FOUNTAIN- AC N'r TO DOORWAYS LEADING TO MEN'S SANITARY s " � do 4 i ADJ E D R LE Z $ FACILITIE- J EQUILATERAL TRIANGLE 1/4 INCH THICK WITH urn o r �uARDRAIL cum EDGES 12 INCHES LONG AND A VERTEX PJINTING UPWARD, AND '_ Z Cr) HANDRAIL Wt - ON THE WOMEN'S FACILITIES A CIRCLE 1/4 INCH THICK AND 12 O`g' 1�,DIk - - INCHES IN DIA., ANp WHERE A UNISEX RESTROOM IS PROVIDED A Ii� W COMBINED CIRCLE AND TRIANGLE SIGN SHALL BE USED AS IIY .�"�Z ' ell r j � � � � � =r SHOWN ABOVE SHALL BE MOUNTED WITH MASTIC. � <0 LL Cn Ix n *_ -- --- -- ----- ---- -- THESE GEOMETRIC SYMBOLS SHALL BE ON WALL ADJACENT TO O > LU 6 CONCRETE CURB - --- - THE STRIKE SIDE OF THE DOOR AT A HEIGHT OF 60 INCHES AND V 10 THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT - - PLANTER FROM THE COLOR AND CONTRAST OF THE WALL. ALL SIGNS Q SHALL HAVE GRADE 2 BRAILLE. RESTROOMS THAT ARE HANDRAIL/GUARDRAIL AT RAMP GRAB BAR SECTION TELEPHONE DISABLED ACCESSIBLE SHALL HAVE THE INTERNATIONAL - ---- - - SYMBOL OF ACCESSIBILITY. - • r DISABLED ACCESS DETAILS PROTRUDING OBJECTS 2 RESTROOM DOOR SYMBOLS 1 ' WALE, 1-1/2' ■ I'-0' LUL M. t ---------- �.42 q 5'-0'WHEN NO DOOR 5'-0'10*n NO DOOR H HEN NO DOOR SAWN 5HIN65 ONTO LANDING SWINGS ONTO L QVING ONTO LANDING ch 4a DOOR 9H W*ONTO _ 41%DOOR 5H M OMTO Hi@l DOOR SYYNGB � n j LADING DIMIDISION%AL1 LNVING 01hQ19I0N'.IfIALL OMTO LADING ADD I I DOOR WIDTH PLuS 5141 DOOR WIDTH Pl.lRS 3'-b' DOOR WIDTH PAJS \ 0 C� cc co W.O. MAX MAX 0 MAX - MAK 0 MAX • - 0 0 / N 0 n� -- -------..----- --ASREWIll SEE 0"4 uec) ---- - __ / U) �'---AS REWRIB7 Sim 0994 UBC) vle,�IeLm AGGI:J6 O r- 566.3306 G2Dp, � � U 0 1~ � TYPICAL RAMP DETAILS - r-� 4 u go II. PARKIN& A disabled parking ce shall be located so as not to 5. The Floor or lander on each side of an entrance a door shall be level and P SANITARY FACILITIES: 3. URINALS: Where urinals ore provided,at least one shall have a Po or 4. ADDITIONAL RE"above the the center in receptacle outlets shall be '9 P 9e 0 clean Floor space 30 Inches by 46 inches In 4rank of the urinal to GENERAL 9. RAMPS: Any path of travel shall be considered a rang IF Its slope require the user to wheel a walk behind any other disabled or non- not less than 12"above the floor or working platform clear The level ad clear area shall have p length h the direction turf door swing of at U O M Weare toilet facilities are provided on only floor where access by the allow forwera approach, Is greater than foot rise t1 20 Feet of horizontal run The disabled parking space least red a tori and the length opposite the direction of door posewing io 44-Inches a» call hoidic h required Table No.33-A of the LOG,at 1 b. WATER FOUNTAINS(DRINKING). Wnare water fountains are provided, maximum slope of a ramp shall be I foot rise in 12 feet of horizon- A. 5TAIRWAY5• measured at right angles to the plans of the door h Its closed position. l y aPP� 0. they shall be located completely within alcoves,or otherwlsa tut run' A. Each parking space reserved for persons with phplcal disabilities least one such facile For each sex shall I with the re uirement A. HIfiH F°ORWARD REACH: If the clear floor space only allows COM19 0. positioned so as not to encroach Into striae w Water shall be Identified N a reflactorized sign permanently posted () All traced surfaces shall be sip resistant 6. The width of the level and clear area an the side to which the door swlga shall extend of this section, Except in dwelling units and guest rooms,such facilities forward approach to an object,the maximum high Forward reach P io A. Pedestrian r serving Near entrances to buildings having Immedlatel adjacent to and visible from each stall or e, 24-Inches past the strike edge of the door For exterior doom and Ib-Inches past the fountains shall conform to the rolaimi requirements: load 9 Pr y 9e 9 y sP°L (2) Treads shall have smooth,rounded or chamfered e s tl must be available to all ou✓pants. All doorways IaadNua to such tnllet allowed shall be 48 Inches. � 0. an occupant load of 300 or more shall have a minhium clear width c.oresrotIng o}a profile view of a wheelchair with occupant In white 'fid edge strike edge for interior doors rooms shall have clear and unobstructed width of not less than 92 Inches. Each sucha toilet room shall have the followIng B. SIDE REACH: If the cler,r flror space allows parallel approach A. The alcove in which the water Fountain Is located shall be not of 60 Inches. Ramps serving Group R Occupax.les may be 36 an dark blue baxkgraund. The sign shall not be smaller than 70 and mo abrupt edges at he nosing(lower front edge). by a person In a wheelchair,the maxlmum high side reach aliowad less than 32 Inches In width and 16 Inches!n depth. Inches clear width when the occupant load is 50 or less. All square Inches In area and when In the path of travel,shall be 1. The floor or lading shall bo not more than 1/2-Inch lower than the threshold of the ha pedestrian rarps shall have a miniman width of 4b Neches. posted at a min"height of 80"from the bottom of the sign to (3) NpsIng shall not project more than 1/2 Inch past the face of doorweey, Change In levoi between 1/4-Inch and I/2-wvh shall be beveled with a scope I TOILET ROOMS s II be 54 Neches and the low side reach shall be no less than the riser below. a clear space from the floor to a halght of 21'within the toilet room q Inches above the floor. B Water fountains shall have a clear helght or 21 inches under the perk"space fMM.hed grade Signs may also be centered on ro greater than 1 2. of sufficient size to Neserbe a circle with a diameter rot less Fountain for knee space. The height from the floor to the B. Landings shall be provided at the top and bottom of each rang. the wall at the Interior and of the parking space at a mInNnum then 60 Inches or a clear space of 56"x 63" Doors In positlon o•lfvo shall be 33 Neches maximum. Intermediate londings shall be provided at Intervals nground riot exceed- height of Ib"From the parking space Finished grade.groor (4) Approved stairway Identification signs shall the located at each b, The bottom 10-Inches of all doom except outomati•and sliding shall have a smooth Floor level lad In all enclosed star In build) two or more may encroach Into this space by not more than 12 Inches. Sngle accom- Ing 30 Triches of vertical rise and at oath change of direction, sidewalk. Ing In'''a1s ^9s unlntemupted surface to allow the door to be opened by a wheelchair footrest Without Ipn toilet faculties shall kava sufficient space In the toilet 5. TOILET ROOM FIXTURES AND ACCESSORIES: The re ulrements of tris storles h height room for a rheelchar measure 30 Inches wide 46 Inches Ion to 0. 1. TELEPHONES: A clear ground space at i past 30 Inches by 48 Inches Landings ere not considered In determining the top landing, horizon- creating t trap a hazardous condition. Where narrow frame doors ore used,a 10-Inch measuring qa3 section shall apply to lavatory fixture.,vanities,bulli-In I[ruato- that allows either a forward or parallel roach by a parson usingtel distance of each rang. The dlmenslan of a top landing, M additional sign shall also be posted,In o conspicuous place,at high smooth peel shall be Installed an the push sleds of the door,which will allow the enter the room and permit the Boor to close. woken closet Shall rles and toilet room accessorlos P �' measured In the direction or the r run,shall be rot less each entrance to off-street k Facilities,or immediated door to be d a wheelcholr Footrest without creat a trapor hazardous be located In o space that provides a 28 Inch wide clear spore from a vheeletueIn shall be provided at telephones. an''P parking y opened� � a Fixture or p 32 Inch wide clear space from a wall at one side and than 60 Inches when no door or gate swings toward the ladhg, ad ant to an visible From each stall or space. The sign shall be condition. 48 Inches of clew In front of motor closet A. A clerx floor space 30 inches by 48 inches shall be provided n Where a door or swl s onto a lad such landing shall rot less than 1i"x 22"In size with letter not less than I'In (5) Stair is lar shall an 26*7bntly solid to prevent the passage of space front of a lavatoryto allow forward roach. Such clam floor A. MOUNTING HEIGHTS The highest operable part ti tic c anchone gate ung ^y 9 objects lar than 0261". app shall be within the reach ranges clFled In sections 3A and have a minimum dimension of 60 Inches of width along the edge height,which cleanly and conspicuously states the following: j San q. Maximum effort to operate door shall not exceed 8-I/2 lbs,for exterior doors and 5 space shall adjoin or overlap an occesslble route and shall ' with the opening and shall extend not lass than 24 Incfnes to the lbs,for interior doors,such pull or push effort being applied at right angles to hinged 2. WATER CL05ET GOMPARTT•1CNT5: Multiple accommodation toilet focliitles extend Into knee ad toe ace undernooth the lav wheelchair Telephones to mounted dd glen li Ina horror that require pP 9 P � atony' wheelcholr users to reach dlagoreally shall have the:hlgteest side of the strike edge of the door or gate at exterior carpe Lthauthorized vehicles parked In designated handlccpped spaces g, At kitchen sinks,faucet controls and oporarting mechanisms shall be doe's ad at the center plans of gilding or folding doors. GompeneatIng cievk:ee a• shall have the following: operable part no higher than 54 inches above the Floor and not less than 18 Inches at Interior ramps. The width at not displaying dlstingulshhg placards or Ilcorese plates Issued for operable with oro hard and shall not r urn tight gasping,pinching or otho uratic door operators maybe utilized to meet the above staxilards. When fire doors B. Drain pipes and hot water pipes under a lavatory shall be from the ed of the enln shall be the door plus 42 Inches slcoll disabled person m be towed awayat owner's expense A. Water closet compa'tmnents shall be equipped with p door that has covered or Insulated so that wheelchair Imdlvidupls are not 9e oP g P � y P may P twisting of the wrist.The force regvred activate controls shall be are requrad,the rmaxlmum effort to operate the ape'may be Increased not to exceed B. ENCLOSURES: If telephone anclosu'as ere provided,they may Intermediate lmd"shall have a dimension In length of the Towed vehicle may be raclolmad at ... ..._ ....... _or no grater than 5 Ill Lever-operated,push tiype and efactronkolly 15 lbs, an automotic close device,and shall have a clam unobstructed burned. overhang the clear floo-space listed above within the Following run of the ramp of not less than 60 Neches. Bottom land"anal „..„„„....„.....or by telophomIng controlled mechanisms are example✓,of acceptable des".Sell-closing (n =Ing width of 31 Nxhas when located at the end and 34 Inches IIIb: lade"at a change of direction In excess or 90 degrees shall pp 10. Floor surfaces shall be ell -resistant. ►hen located at the side with the door positioned at on angle of G Except far projection of the bowl and waste I I a clear „„'„""'^"""""""""""' valves are allowed If the faucet remains en for at least 10 seconds P ,^ PP � ) P P nq� have a dimension of not Tess than 72 Inches as measured In the V a 40 degrees from its closed position Except for door opening space 27 Inches high by 12 Inches deep shall be provided oder (I) SIDE REACH POSSIBLE: The overhang shall be no greater than l direction of the ramp 11. Facet controls and operot"mechanisms stiall be operable with one had ad Z LI widths and door swings,a clear unobstructed access not less one lavatory. �V•�Yy-��- i- v Y•i�/ shall not require tight grasping,ofthlncg or twlstrxg of the wrist The force than 44 Inches shall be la rloorll t0 water dIO cc compartments Iq Inches. The height of the lowest Overhanging parts shall bee actual to or greater than 21 Inches. G. Hmdralls shall be placed on each side of each r shall be 13. HAZARDS 4 PROTRUDIN&O5XCT5: Objects projecting From walls rw�qqulrad to d activate controls shall be no greater than 5 lbs. Lever accepted, Q designed for use the handicapped and the ace Immedlotel In D Mirrors shall be mounted with bottom no hl r than 40 0. g s b P j N'9 push-djpe and electronkaily controlled mechmroms ere examples of acceptable J gn by apps space y edge � continuous the full length of the rang,shall be 34-. Inches above (le.tele s)with their lead) s between 21-Nxhes ' Mont of a water closet compartment shall be rot less the+48 inches from the Floor. the r surface,shall extend a minlmum of 12 Inches be d the 1O"O "g ems° ADDITIONAL PLAN CHECK NOTES designs Self-closing valves ere allowed IF the faxot romdrs open for at least � LLl Z (2) FORWARD REACH REQUIRED: If the overhang is greater than 12 a"P °yon and b0-Inches above the f1mlshod Floor shall protrude no more 10 seconds, 0 Inches as measured at right angles to compartment door In Its Inches then the clear wldth of the enclosure shall be 30 top and bottom of the ramp,and the ends shall be returned. than 4-Inches Into walks,halls,corridors,passageways or aisles. I Whore a pair of doors is vtlllzmj at ieost ono of the doors shall provide a ciao U closed position E. Where towel,sanitary napkins,waste racaptacles and other inches minimum, If the clear width of the enclosure is Size and spacing of hardralls shall comply with Section 00916 unobstructed open"width of 92-Inches with the Tear positioned at an angle of q0 I'i n similar d and die osol Fixtures are provided,at least 994 OSSG. ens from Its closed oitlon. 12. Flush controls shall be operable with one had and shall not require tight COsIng P Pr ass than 30 inches thou the height of the lowest overhang- A Objects mounted with their loading es at an txsloN 2I-Inches B A water closet fixture located in a curpartmant ahold provide a one of each type shall be located with all operable parts, In art shall be a ual to or eatar than TI Inches ��' f '� - ��f �� j 9g'aspIng,pNnchhg or twisting or the cried and shall W mounted no more than Q W 9 P 0. 9r above the finished Floor may protrude any omount 44-Inches above the floor. The forcer wired to activate controls shall be mo Z 28 Inch wide clean space from a fixture ora 32 Inch wide clear Including Coln slots,within 40 Inches of the floor D. Where the rcxrp surface Is not twunded by a wall or p Fence,and 2. When m automatic boor operator b utllbxl to operate a pole of doors,at Istat one of e0. Q space from a wall at one side of the water closet and a 46 Inch the r exceeds I0 feet In le th,the r shall comply with the doors shall provide a clear unobstructed Iia width of 32-Inches wlth the door greater than 5 pound-. G, EQUIPMENT, Tne cord from the telephone to the handset shall be amp n9 a'nP o�y 8. Free-etadi objects mounted on posts a lora overhang P � Q. long clear space In front of the water rloset If the compartment F. Toilet tissue dispenser shall be located on the wall or pati- at least 29 Inches 1 the following requirements: j p° as positioned at m angle of qO degrees from Its closed position 0 has or and nen door(Face the water closet) A 60 Inch °mg' 12-Inches maximum Fran 27-Inches to 80-Inches above the gaud 19 Toilet flush controls shall be operable with one had,and shall rot require tight ape g ug tior (whichever Is closest to water closet)within 12 Inches of Tele ne shall be equipped with a receiver that nerates a ll minlmvm len clear ace shall be provided In a compartment ° g° Or finished floor. inch or twist) of the wrist Gontrob For the Flush valves shall length space pr amp Tk*era ront edge of the tar+let seat. _ m tic✓inial In the arae of the receNer If banks of ublk (I) A curb a minimum of 2 Inches In height shall be provided nt 3 Latching and locking doors that mo hand activated and wfnk:h me In a path of travel, granPIn9.pinching, ^g �] with the door located at the side. �' �Y�� '✓ `�� ta� nes ld i revile, of a reasonable cumber,but Pat each side of the romp or a wheel gulde rail shall be shall be operablo wkh a single effort by lever teype hardware,panic bars,push-pull be mounted on the wife side of the toilet areas,w more than 44-inches above a a: P " G. Protrude nb acts shall not reduce the clear width of m accessible e the clear floor space olluws for only Forward approach least one.In a bulldin or faclllt shall be equipped with a volume provided,cantered Inches above the surface of the ramp j activating bas,or other hardware designed to provide passage without requiring the tie Floor The force required to activate controls shall be no greater than 5 w 9 yround or maneuvers ace. able to a the opening hardware, pound I Grab Bars located on each side,or one side and the bank or abject,the maximum high forward reach allowed shall not be ng R the scall herdic toilet stall or comportment higher than 48' Roach obstructions 20'or less dee m project control. ! gr °P oP 9 V Phys y appeal o^Par P �Pr j Telephones shall have push-button controls where servlce For such (2) Ramps shall have sll -resistant surface. shall be serurely attached 39 Inches above and parallel to he clear space provided that knee clearance Is maintained sphere P P D, Any obstruction overhaegMg a pedestrian way shall be a minimm 4. Hand activated door end hardware shall be centered between IO-Inches ad 44- 14. Grob bars,tub and shower seats,Fasteners and mounting devices sholl be designed for J equipment Is available of 60-Inchas above the walk surface as measured to the bottom opening (n Q the floor Grab bars at tun side shall be at least 42 556 section 1109.29.3 Reach obstructions granter tFnan 20' E. Garb cut ramps shall be a minimm of 40 Inches wide Slope Inches above the Noor 250 Ib per Iron ft load. inches Tong with the front end positioned 24 inches In may project Into the rcor space provldeei trot the reach shall not exceed I Inch rise In 12 Inches of horizontal run. of the obstruction. Front of the water closet stool end grab bars at the back uction sho11 not exceed 25'dee and the max hl forward D SI6N5 AND IDENTIFICATION The International Symbol of Accesslblllty A. A grab bar end ay Noll a other surface adjacent to it shall be free of any shop 9 P shall be the standard used to Identl1` facllltles that ere occos Slope of flared sides shall not exceed I Inch else In 8 Neches E, Walks,halls,corridors, a ewes aisles or other circulation shall not be less than 36 Inches long, shall not exceed 44'high The min low Forward reach ' of horizontal run. There shall be a dlstlnct than In texture y or cid lve elements, rot be lower than I5' slble to and usable by physically handicapped persons. On doorways 9e spaces shall have 80-Inches minlmum clear head room. BID ISSUE DATE leading to men's sorlta' milltles,an equllawrol triangle 1/4 botween eldewalk end curb ramp. 2 The diameter or width of the gripping surfnce of a grab ban e the clear floor space allows parallel approach by a person Inch thick with edges 12 Inchas long and a vertex polnting upward B. Grab furs shall not rotate within their (IttNngs. shall be I - I/4 Inch to I - I/2 Inch or the shape shall heelchair,the max.hl side reach allowed shall not be hl hnr ad on women's sanitariacilltles a circle 1/4 inch thick ad 12F. Tho cross slope on a rtmp or the slope acro»a rampprovide o equivalent grippingsurfor.a if grab bas are tan54'. Obstructions ro high than 24"hl and no more than Neches In diameter. These geometric symbols shall be centered m landlnq In any direction shall not exceed 1/4-Inch rise G. Edges shall have a minimum radius of 1/8-Min ��I�� mounted adjacent to a wall,the spore batweer the well and ) grIn I-foot of horizontal run. DATE- the grab twro shall be /2 inches 24"deep may be located In the side reach area provided that when the door at a height of 60 Inches and their color contrast shall tura such obstructions oro present the side reach shall not be high than dletdxtlg different than the cola of the door, 15. The upper approach and the lower tread or each Y and per star shall be markeel by a strip PLOT DATE 46". The minhmm low side reach shall not be lower than q'. f Unisex smltmy facilities shall be Identified N a circle 1/4"thick 12" 6. Handrails are required on ramps that provide handichorizontal r access If of clearly contrasting color at lea'It or landing wide ad clued parallel to and not more In diameter with a 1/4'thick triangle superimposed on the circle and the slope exceeds I foot else In 15 feet a horizontal run. than I-Inti•From the rose of the str�c or lading slip alert the vrothe themed The wlthIn the 12'diameter strip shall be of a material that Is at least as slip reshtarnt ices the other treads of the star DRAWING SCALP: 10 THRESHOLDS, Interior and axterbr thresholds shall be no higher than I/2 Inch above the adjacent floor levels. Each exposed edea of DRAWN BY: thresholds shall be beveled or sloped oc an angle not exceeding 45 tom degrees from the horizoetol so that no single vertical change of elevation exceeds 1/4 Inch, SHEET TIRE DISABI.M AGGM DETAIL 6 Nam SHEET NO, 0,119/-04) 11250 SW Barrows Rd. 13 of 25 A6.0 DISABLED ACCESS NOTES cJ. OHS: N:\q'7-5142\25\5142-.AbO.DWt5 DATE: NOV 24, Aar TIME: 2:1"1 PM .,. _... . .....,,,�,mp.�N.r,,,•,.. .. -. .. c -. .,.,......a,+rw.+wY�•es+wrrrw�v°wr,rww,w•!Ria,riwr�+e•err!r+rsr.,.•wamr++w....w.,+....»++a�+w,-.. ..- ..., ' .- .wry IF THIS DOCUMENT IS LESS TfTT11T1111 I1+T111111 II II I IIIIIII 11111�jI IIIIIII 11?1T1711�1I111111I1 IAl11T1 11111 I IIIIIIIIIIIA�IIIIIIIIIIIIIII 1 111IT�111�1�111T1Tll�Tili11 1 IIIIIIIIIII III llllllllllll I /�, , LEGIBLE THAN THIS NOTATIONS I ' I I I --� I I II 41 � jl �jl _�- �I I I �l • I I- �bl I �LI ilr`} �-/�A GUS (� T // P run IT IS DUE TO THE QUALITY OF 11 N0.311111b'�. , THE ORIGINAL DOCUMENT. 11111111111111 IIII�IIII IIII�IIII IIII�III�II�I�III�IIII IIII�IIII IIII�IIII IIII�IIIIIIIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII Illl�ull iIIIIIIIgI iln�nciui�Ini ill�lul tllllul�IUI�IIII IUI�IUI iin�un��Il�nu 9n�nn�n�nn nnlnn nu�nll illi�ull30X .EILIN6 JOISTS - GRID STL. SIN SEE REVISION* STRIJGTURTUR AL DRAWINGS �D ROTATE BASE PLATE- PLAN REVIEW 2x BLO.KIN& - SEE 5TRUGTURAL FOR GOLUMFt 4 BASE - TO ATE BA DATE I GC)f2R.-(/28/48 DRAWINGS PLATE INFORMATION --_ -- - E.I.F.5. EXTERIOR SYNTHETIC 2X NAILER WITH 6.1. GAP FLA5HIN6 24 &A. RAINWATER LFADEWS PLASTER SYSTEM - WE 5/6" COUNTERSUNK SLOPE TOWARDS ROOF I RAINWATER LEADER mD - RAINWAT'mt LEADER -- EXTERIOR ELEVATIONS FOR AB. • 46" O.G. t„ (PRIME i PAINT) -- (CANOPY ROOF) - - (MAIN ROOF) _tl �nt. GOL.OR AND EXTENT. (5TA66ERED) i5xbxl6 CMU (SEE -6.1. CONI. CLEAT EXTERIOR ELEVATIONS COMMON 5RICK PROVIDE ADDITIONAL LAYER FOR COLOR AND EXTENT) (COLOR TO MATCH ----- _ OF REINFORCING MESH • OVERLAP GAP --- CLAY 5TRIJCTURAL \ REVEL FLASHING 6" MIN. _- -_- • ALL 5EAM5 - BRICK 5HINER COLgkW SEE FLOOR PLAN F UNIT MAN5ONRY) - 51ZE OF RJRRIN6. I RAINWATER ' COLOR TO MATCH EXPAN51 N + ---- --- - - - 8 6YPBD. JOINT - i I (MAIN ROOF) ` 6 1 CONTSTRUGTURAi_ Gl AY UNITS 3/ O I/4" CLEAT (SEE EXTERiOFt ELL�/) COLUMN- - VARY HE16HT b + + LOCATION TOP OF z FOR EVEN (SEE STRUC.) 9/4" MI � 9xbx16 GMU (SEE �, AbPARAPFT. I COURSING MASONRY SEE EXT. ELEV. (4" MIN. - i + \ WALL �_ - - - b" MAX) - RAINWATER 1 &ALV. METAL VENT SCREED B.O. SOLDIER COURSE - - - -- 7 I d LEADER I 1'`1/ BIRD SCREEN (PAINT TO +10'-0.. -- (CANOPY ROOF) v TYPICALMATCH ADJACENT SURFAGEJ I/2" GD-X PLYWOOD SUBSTRATE. / I J \ \ SYSTEM CEILING '- NOTE' bx4xlG 5TRUCTURAL CLAY 2x F�LAMIN6 - SEE STRUCTURAL. ALL Fi.l FLASHING / � `� Ln 0 E.I.F.S. EXTERIOR SYNTHETIC / UNIT MASONRY - SEE PLASTER SYSTEM - SEE TO BE 22 6A., i EXTERIOR ELEVATIONS lt- I 18 O (FACTORY PRIME � � / ROOFING UP � FOR DOLOR i EXTt-NT. REFLECTED CEILING PLAN FOR i FIELD PAINTED) f / OVER PARAPET CONCRETE - I -L_ -1.__ - COMMON BRICK - LLI � EXTENT. COLOR TO MATCH WALLS. PEDISTAL. - �/ (DOLOR TO MATCH H NOTE: 1-_ - - SEE 5TRUG. " CLAY STRUCTURAL UNIT 0 Z6 1/2" GD-X PLYWOOD SUB57RATE. REVEAL CAN BE USED IN EITHER HORIZONTAL OR VERTICAL APPLICATION. 2"15 °� MASONRY) SEF STRUCTURAL r/�0 - - - - - FOR REINFORGIN6 M� Z w VENT SCREED 26 REVEAL DETAIL 2.� PARAPET COPING m C.M.U. 16 SOLDIER COURSE DETAIL COLUMN DETAIL COLUMN DETAIL � � w�" -- - - -- 1 - -- 6 ---- 1 Z FILE NO; VENT-003DW6 SCALE: 3" ■ I'-0" FILE No, REVL-OOIDW6 SCALE: 3' = 1'-O" FILE No: CMU-0OIDWG SCALE, 3" • 1'-0" FILE No, SOLD-•OOIDW6 5GALE, 1 1/2" ■ 1'-0" FILE No, COL-002DW6 SCALE, 1 1/2" ■ 1'-0" FILE Nos GOL-0OIDW6 SCALE, 1 1/1" ■ 1'-0" � 0 SEALANT AROUND ~ - _ _ _._ EPDXY CLEAT INTO tSRID •�� - --- T PIPE/VENT �i CONCRETE ROOF TILE - LU 61QOUT SPACE.--- � �-- � > N METAL COLLAR - \ W-O" +/- tDilD 5EE EXTERIOR ELEVATIONS () 0 (DD Q �p CONT. 6.1. COUNTER FLASHING- I FOR COLOR ANG MANUF. WtD A - - -- - -- _- - -- p BUILT-UP ROOFING RAIN WATER LEADER FROM I FLEXIBLE MEMBRANE UP PARAPET WALL, MAIN ROOF FLASHING - CAULKING COLOR TO DONT. G.I. FLASHING. I�" ` MATCH WALL COLOR. - -ROOF FRAMING - SEE PIPE OR VENT \\\ CON.. ROOF TILE 0/- STRUCTURAL DRAWINGS. FELT. INSTALL � I � SEALANT - -- / --4" FIBER ROOFING TILE PER 1x BLOCKING &SLOPE FLA5HIN6 TOWARDS MASONRY WALL - CANT SEE ELEVATIONS LAP ROOFINb MANUF. SPECS. - ROOF. OVE!RL.AP b" MIN s MATERIAL OVER FOR COLOR. SEALANT + ALL SEAM5. 5EAL SEAMS, • FLASHING BOOT / / -----_ /�. &JrMR. I &x4xl6 STRUCTURAL-- �� M/N -2x15 NAILER 6• I G i LAY UNIT MASONRY .r " CANOPY - SEE EXTERIOR I b 15-1/2 k ELEVATIONS FOR 15 � � u --- __ -- RUBBER EXPAN51ON GAULKIN0 BOTH FACES, FR SIINSP COLOR 4 EXTENT. 1 n I JOINT, RATED AS _ 'l i MATCH ADJACENT ac REGUIRED SURFACE • EXTERIOR _ m o ROOF FRAMING - / � PLYWOOD-- yy W r. �•", i SEE STRUCTURAL-- / r� (SEE FRAMINC7 - - SHEATHING, ! _ - I _ AT 01.CONT. s 2x BLOCKING • +_+ + * , - SEALANT P PIPF./VENT / NATE: n / / bxbxlb CHU /5EE ALL 6.1. FL.A5HIN6 TO BE \ - / _ ■ 0 cc d' EXTERIOR ELEVATIONS 22 &A. (FACTORY PRIME \ \ - _ v co C'� - - -- FOR Gc?LOR AND EXTENT) / FIELD PAINTED) -- - -PRAMIN6 • 24 O.G. PIPE/VENT THROUGH ROOF MASONRY CONTROL JOINT CANT STRIP ® C.M.U. ROOF FLASHING DETAIL COLUMN DETAIL + * + �+ TYPICAL ..� ��, m cccQ - - -- -- -- - _ - - 2 7 ----- --- -- - -- --- - - 22 - - - --- - - - - - 17 - -- ----- -------- 12 -- - --- - __ - 7 - - FILE NO: VENT-002.DW6 SCALE, 3 I.-C., FILE No, EXPJ•-0O'IDW6 SCALE, 1 1/2" I'-0" FILE NO: CMU-002.DW6 SCALE: F5" = 1'-0" FILE No, RIDE-002Dl SCALE, 1 1/2" ■ I'-O" FILE No, COL-003DW6 SCALE, 3/4" ■ I'-0" 4" 6.1. GAP FLASHING 22 6A. 1/2" cc_X 01% r PROVIDE LOCK AND KEY - PANEL SIZE +5/6" EXTERIOR WALL OF SLOPE TOWARDS ROOF. - LAP ROOFIN6 MATERIAL GRID bx4xlb STRUCTURAL-__ I I PLYWD. F-� to ►i FRAMIINO-S DW65. --- - -- ADJACENT BUILDING -- 8'MIEN SPA LPSEAM 5 IN& OVER TOP OF PARAPET. CLAY UNIT MASONRY I I i TYPICAL. (PANEL DIM SHALL �■■� BE 24'X90'UAN) PREMANUFACTURED EXPANSION (PRIME 4 PAINT - SEE i - SEE EXTERIOR 7 � M 5�FRAME,� � -6. . GO TI 5 CLEAT. ELEVATIONS FOfi DOOR JOINT. INSTALL PER EXT. ELEV. FOR COLOR) 6xbxl6 .MU (SEE - --- COLOR 4 EXTENT. I I `: A.F.F. v \. MANJFAGTURER5 SPECS.--- EXTERIOR ELEVATIONS • '4 SHIM,TYPICAL-- - b„ -� 6.1. CONTINUOUS FOR COLOR AND EXTENT) I I/Z' 0. CLEAT. METH.SGREWi- ■■V GEILIN6 FRAMING - SOLDIER GOIJR.�E 4" I/Z b" o SEE STWJGTURAL FINISH MATERIAL-SEE- _ I I b v �, � ry � EXPANSION _ / SEE REL GL.f PLS I/2' GD-X PLYWGOD V --- - TOP OF PARAPET SEALANT - _ JOINT . - - 22-O SUBSTRATE- - - --- 2x DOUBLE TOP EXTERIOR I�� f PLATE - SEE STRUC. CONCRETE I I I I SYNTHETIC PLASTER LSI i SYSTEM - SEE EXT E.LF.S. EXTERIOR - - -- SIDEWALK---- FX7ERIOR (, - SYNTHETIC. PLASTER I I I ELEV. COLOR (,,ALL SYSTEM - SEE EXT. I I r••1 PAINT DOOR AND FRAME TO MATCH - OF SHOP BUILDING ELEV. FOR COLOR t ROOF MATERIAL J� d d \ I I I 5EALANT t BACKER w ADJACENT FINISH-SEE FINISH SCHEDULE f EXTENT. ROD ROOF FRAMING B.O. FRAMING . LAP ROOF-- - I/2" GD-X PLYWD. - SEE 5TRUG.- 12'-0" A.F.F- MEMBRANE O/ 6.1. FLASHIN5 a) x FRAMINO TOP OF WALL. ` 4" FIBER CANT STRIP M E.I.F.S. EXTERIOR SYNTHETIC COLUMN - SEE RAIN WATER ---BRICK 50iLDER • NOTE: - - ti 2 SET= STRUG. PLA-rM SYSTEM - SEE d STftUGTURAL LEADER FROM COURSE. THIS DETAIL 15 TYPICAL FOR ALL AGG�PANELS GALLED FOR IN NOTE: =- REFELGTED CEILING PLAN Q (SUTTER �.../ 4.; THE 5PECIFICATTOW-,OR NOTED ON THE DRAHN65. UNLESS OTHERWISE EXPANSION JOINT TO FOR COLOR - -- "- - G01HN10N BRICK NOTED ACCESS PANELS 51 A BE "MILCOR'STYLE 'M',MANUFACTURED ALLOW FOR LATERAL 17RIFT b" NOTE: --- - NOTE: (COLOR TO MATCH O -- ALL 6.1. FLASHING TO CONCRETE FOOTING 4 ALL 6.1. FL.AASHIN6 TO STRUCTURAL. BRICK � O t_ BY INLAND STEEL PRODUCTS GO.,OR AN APPROVED EQUAL. BETWEEN BUILDINGS PER STRIJG. SEALANT 4 BA.-;KER ROD R.EINFORGIN& - SEE BE 22 &A. (FACTORY U O USE I-HOUR HATCH ASSEFBLY HINE REQUIRED ON PLANS. BE 22 6A. (FACTORY 1 UNITS) �•+ PRIME 4 FIELD PAINT) ---- STRUCTURAL - PRIME 4 FIELD PAINTED) ACCESS HATCH 28 PARAPET TO WALL EXPANSION JOINT 23 PARAPET COPING ® E.I.F.S. 18 E.I.F.S. TO C.M.U. 13 COLUMN DETAIL CANOPY SAVE DETAIL SII - ------------ --__ -.-- --- -- -- -'--- -------- --- ---- - -. ---- ------- ___.. -...-- --_-._--------_--- -- -_-- - - - --- --- -------__ - ----- - ---- - -- ---------`--- --- - --- - -- -- - -- .. _--------- - ■ FILE NO: AGHT-OOI.DW5 SCALE: I" ■ 1'-0" FILE NO: EXPJ-003.DW6 SCALE, 1 1/2" ■ 1'-0" FILE No, PARA-005DW6 SCALE, 3" ■ 1'-0" FILE. No: EIFS-OOI.DW6 SCALE, 11/2" 1'-O" FILE NO, COL•-OU4DW6 SCALE, 11/2" ■ 1'-0" FILE No, OVER-004DW6 SCALE: 1 1/2" 1'-0" 6.1. GAP FLASHING, SLOPE 2xb NAILER ;f SEE _�_ .•i 1/2" RADIUS, TYP. &RIND --- -- -.---- - EXTERIOR WALL OF E.I.F.S. EXTERIOR SYNTHETIC TOWARDS ROOF. OVERLAP EXT. .� ALL EDGES SMOOTH. ----_-.-- ADJACENT BUILDING -- - PLASTER SYSTEM - SEE EXT, 6" MIN. • AL1 SEAMS.- N ELEV. - - -2x FRAMING - SEE ELEV, FOR COLOR 4 EXTENT- -- $ 5TRUCTURAL ' U O voi PREMANUFAGTURED EXPANSION �� - �I - - 2x DBL. TOP PLATE �: _ 1A 4 S� � •-•• • JOINT. INSTALL PER - SEE STRUG. -- -- + + -I/2" GD-X PLYWOOD y /SUBSTRATE LYWOOD SUBSTRATE, TYPICAL. I +f MANUFACTURERS SPECS. - --- CONCRETE ROOF TIL): - :1116" CHECKED STEEL. - -�--- . \, :,_ 6.11.. CONT. CLEAT - + +,' -0.1. CONT. +10'-0° �p SEE EXTERIOR ELEVATIONS PL. WELD TO RUN65 - 24 6A, CONT. 6.1. 6 - CLEAT FOR COLOR AND MANUF. PAINT EXPOSED - SEALANT 1° A.F.F. _ SURFACE TO MATCH - 91' �" ADJACENT 5Uti'AGE 22 6A. CONT. 2x BLOGKIN& SIMPSON V SEALANT - -- - - - +�/` - - - �� -- SYNTHETIC, PLASTER 1/4"X21/2" PL. LADDER--- q FLASHING - - __ IOR AS NEEDED. HANGER _ 2'-0" WIDE, PAINT ALL + + + + + + METAL SEE EXT. FIN. -.._: GONG. ROOF- -- -2x LAP ROOFING RI61D FOAM - ' SYSTEM - SEI: EXT. - --ROOF FRAMING - SEE SCHEDULE. o o OVER FELT, BL.OGKIN6 MATERIAL OVER + + + + ELEV. FOR COLOR 51RUGTURAL DFIAW.N65. q FELT TO BACKING + + + + + + EX END OVER TOP OF PLYWOOD- 2x4 FRAMING • + + - 4 EXTENT. I/2" RED HEAD ANCHOR BOLT ---_ _._ BLOGKIN6 VARIES • ,' /-PARAPET WALL - SEE 24" O.C., TYPICAL 6.1. GAP FLASHING 4 CUTTER _ - SLOPE FLASHING TOWARM 4" FIBER CANT M STRUCTURAL DRAWINGS. - BRACKET, PROVIDE STRIP - -- ROOF. OVERLAP b" MIN • 2x WALL PRAMIN6 SEALANT 4 BACKER SLOTTED HOLE 4 BOLT 0 - EPEE 5TRUG.- ;p I 2" ROD ALL SEAMS. SEAL SEAMS • CANOPY -- / ROOFING MATL. .. ?+ euT TER.- 5/4"0 5TL. RUN65 • -- STRUG. - Sm- �/ :•:• 2x BLOCKING - - 6.1. FLA5HIN& /H --2xb NAILER 12"O.G.WELDED TO STRUCTURAL ! AS, NEEDED. - _._ STRINGERS ry DRAWINS5. b" - -- -- ROOF DECK 1/4"X2 1/2" BENT 5TL. BRACKET W/ 3" LEO WELDED - ROOF FRAMINS -- --- - ---� TO STRIN6ER. W/ 1/2"0 - SEE STRUC. -i -- - BRICK 501LDER _ RED HEAD ANCHOR BOLT. NOTE: I/SUBSTRATELYWDOD 0 T EXPANSION JOINT To ALLOW - - NOTE' ! ,� / N�'TE' -- I _Z W FOR LATERAL DRIFT BETWEEN E.I.F.S. EXTERIOR SYNTHETIC ALL 6.1. FLASHINEi TO ALL_ 6.1. FLASHING TO E - _ 0.1. CONT. 12 &A. 5TL DOOR, 2'-O" ---- BUILDIN65 (SEE STRUCTURAL) -- - - PLASTER SYSTEM - SEE EXT. � BE 22 6A. (FACTORY I BE 22 SA. (FACTORY + , -�+ + /•; CLEAT _j 7 PRIME 4 FIELD P kINTED) ----. - -- ` - PRIME 4 FIELD PAINTED) J WIDE X b'-O" HIGH ELEV. FOR COLOR 4 EXTENT SEALANT W Z PF20VIBDE�r�J/�PA1R _ - CANOPY TO WALL EXPANSION JOINT /� CANT STRIP ® PARAPET BASE PARAPET CORNICE ~� ^ COLUMN CAPITAL DETAIL - - m� °0 v NONREMOVABLE PINS, -_ - - -- - - - 24. - - --- 1 9 -- - 14 ---- _-_ _ - .. - _ _ - U --- ------- -- - ----- 9 _ o w WELD ONE LEAF TO FILE No: EXPJ-OObDWG SCALE: I I/2" ■ I'-O" FILE No: CANT-00°5.GW6 SCALE: I I/2" ■ I'-O" FILE No: PARA-004DW6 SCALE: I I/2" ■ 1'-0" FILE No: CUL-005DW6 SCALL:: I I/2" ■ I'-O" � ' STRINGER 4 TAMPER -�____ + + FRAMING Q Z cc 0 PROOF OTHER LEAF TO _ - -- I NOTE, _- + + + + TYPICAL a• DOOR EXPANSION JOINT TO ALLOW Elr-.5. EXTERIOR SYNTHETIC, _ (� O FOR LATERAL DRIFT BETWEEN 6 -- PLASTER 5Y57EM - SEE EXT. .�_-.-- - ---__---- _ __ - 2x FRAMINEi - SEF 2x FRAMIFIFi - SEE 12 6A. 5TL. SIDE -- BLD65. PER 571;4X-TUBAL ELEV. FOR COLOR 4 EXTENT STRUCTURAL STRUCTURAL PANELS WELD TO 1/:2" r tZ LLI STRIN&E12S AND �' 1/2" G-DX PLYWOOD --- --- I/2" GD-X PLYWOOD rTl*ir O m Q BRACKETS, ON THE o 51J35TRATE �,._ SUBSTRATE, TYPICAL. I TYPICAL. _ (� '�; - 1/2" GD-X PL 'fWOOD EXTERIOR SIDE (n Q I- Q ' O Q SEALANT - 6 n - I . SUBSTRATE, 'fYPIGAL. I" A.F.F. 4` : WELD i/2"m BENT BAR , EXTERIOR WALL 22 6A. CONT. \ _ ' - " " I"I/2" h 0 2x BLOCKIN6 CEILING FOR HANDLE __ OF SHOP BUII DING FLASHING POP AS, NEEDED. 12'-0"- SYNTHETIC, - - - - - - - SYN 5.ETI EXTERIOR PLASTER 4 I/2 b BID ISSUE DATE: ..--- -_'f- r r SLOT HOLE IN DOOR ' LAP ROOFING I" SYSTEM - S'OE EXT. + + + + + + SYSTEM - SEE EXT. - -` --- r " FOR PL 1/4"XI 1/2" r �• MATERIAL OVER ELEV. FOR �aLOR ELEV. FOR DOLOR X2 I/?." WEELDED ON --- TOP OF PLYWOOD-- ! EXTENT. + + + +' + 4 EXTENT. - -- - SYN 5, EXTERIOR JOB NO. °! SYNTHETIC PLASTER °T1-SId225 o • PARAPET WALL - SEE - - ELEV. FOR COLOR PLOT DATE STRINGER hL'I/2'm .o HOLE ON END FOR _-_ _ 4" FIBER CANT h STRUCTURAL DRAWINGS. - - SYSTEM - SEE EXT. I-Db-41D „ PADLOCK, FULL ` STRIP' \ + + + + + + k - SEALANT 4 BACKER 4 EXTENT. DRAWINGSCALE-, RADIUS END. + + + + + + - 2" ROD -- ROOFIN6 MATL T.G. ARCH 0 Ob --- - . . . .: . . - G.I. FLA5HIN55 DRAWN BY.WN EXT. FIN. SURFACE. -_--_---- - - 1-O" - - • ! 4 r�. 1. Q ALIGN EXP. JOINT W/ - DEEP - -- A.F.F.- - - LE. � ® - EXTERIOR FINISH - -- �� I/4" 'V' SHAPED �` � � (•'-- SHEET TIT NOTE: PROVIDE AN OPEN RIBBED ROOF DECK '+ CUT DRIF'. PROVIDE (1) EXTR 4 LAYER OF / EXTERIOR s t ' " / _ DETAILS ti.. STEEL SAFETY GAGE AROUND = INT. SURFACE PREMANUFAGTLMtED EXPANSION ROOF FRAMING '' DETAIL MESH 2 PAST - BRICK SOILDER --_--- - A ` i LADDER. WHEN PARAPET HEIGHT n JOINT. INSTALL PER - SEE STRUG. EDGE OF DRIP EACH , �. _ SHEET NO. EXCEEDS 20' PER OSHA MANUFACTURERS SPECS. DIRECTION. NOTE, REQUIREMENTS -- -- EXTERIOR WALL OF ALL. 6.1. FLA5HIN6 TO AALLLE6.1. FLA5HIN6 TO Itl,l"17-0545 ADJACENT BUILDING 1 1250 SW Barrows k,l - - ' A6.1 BE 22 GA. (F'AGTORY BE 22 6A. (FACTORY I I 1 ,- - --- ___�- - - PRIME 1 FIELD PAINTED) PRIME 4 FIELD PAINTED) d ROOF ACCESS LADDER WALL TO WALL EXPANSION JOINT CANT STRIP o PARAPET BASE SOFFIT DETAIL COLUMN CAPITAL DETAIL CANOPY EAVE DETAIL - -- -- - 30 -- - -- -- -- - - 2 5 - --- _ - - -- -- - - -- - --- - 20 -- -- - - -- - - -- 15 - - - --- - - - - ---- 10 - - -------------- -- ---- - ----- 5 FILE NO: RFLD-OOI.DW6 SCALE: 3/4" - 1'-0" FILE No: EXPJ-004DH& SCALE: 1 1/2" 1'-O" FILE NO: CANT-002DHS SCALE: 1 1/2" 1'-0" FILE No: 5OFF-OOIDW6 SCALE: 1 1/2" = 1'•0' FILE NO: COL-006DW6 5GALE: 11/2' 1'-0" FILE No: OVER-005DW9 SCALE, 1 1/2" ■ 10-0" DWS, N,\4r7-5142\25VI42_A&IDW6 DATE, NOV 24, 1114" TIME: 2:114 PM IF THIS DOCUMENT IS LESS fl7 II III III III III IIII III III III ILLI III III I TIT llT IIT 111 ILIIIIIIIII III III III III IIIII�,IIIII III III III III 111 111 1 1 TII 111 IIIII I III III i� 'III III III 11111111 r I it I I 121 I I 131 I 14� 1 1 1 141111 11 1 1 6 I I--�--I- 1-�I -I- l I 12J s� LEGIBLE THAN THIS NOTATION, , IT IS DUE TO THE QUALITY OF - /6, 1777 THE ORIGINAL DOCUMENT. I 41JI11111111 - 11- 'iIII1IIIi�1I111 Illllli illllllll II� Illilulnu°ullul9ulnll ynl n�nll n l�lnl tliiluil r r �p RE'►1181ON6 1 --- 6LUMI N6 5 NUM STOREFRONT NT 1-1/2" TO FADE OF STUD GRID STRUCTURE ABOVE I/2' GD-X PLYWOOD - - - (_ --- R-Iq BATT IN&,CATION. s 6'5( U ATTFWATION E.I.F.5. EXTERIOR SYNTHETIC Dxbxlb CMU (5L'E -- - BAT75 CEILING SYSTEM -' PLASTER SYSTEM. 5� --.\ 2x EXTERIOR - EXTERIOR ELEVATIONS W i EXTERIOR ELEVATIONS FOR SEES STRUCTURAL FOR COLOR AND EXTENT) I - 24 6A. 6.1. DRIP COLOR AND EXTENT.- A ----- WH W OCCURS-SEE REF CL IS PLAN _ �� 0 0 / -MASONRY WALL SEE HEADER - SEE STRUC INC CHANNEL - -- --- NEOPRENE 5A5KET 5TRUCT. Dkli&S TAPER TOP OF TRIM I" BRICKOLO SHINERO COURSE \ CONT. - -- - __ __._ 5EALANT FOR DRAINAGE. __ COLOR TO MATCH - BREAK METAL ENG GAP. b',20 GAUGE,METAL 5TV05 - -- _---�/O" GYP E3D. /D' l3YP.E3D. --- 5TR11GTURAL CLAY UNITS. COLOR TO MATCH AT lb"OL.(1-11.1 HEI6HT) - - (5EE EXTERIOR ELEV) \ METAL STUD AND TRIMME�t 9 STOREFRONT. fi1RRIN6 GHAFLNELSR I - MASONRY FRAME ANCHORS _ _ _- SUSPENDED GEILINc5 2 SHIM SPACE - • Ib" O.G. � ----- E0. E0, . _ -------- PRESSED METAL DOOR FRAME ,,. _-- N - SYSTEM. � REF E ---Sj5PENDED' CEI_ f HOLLOW METAL FRAME ViA' "-� - - - - - - b METAL STUD FROM NAIL CLIPS 4 PAIR PEit SILL TO HEAD 5/b' TYPE 'X'GYPSUM BOARD AT - 4 - C4.6. PLAN FOR. INFO.;0 BACKER ROD t 5EALANT �Y5TEM " EACH 51DE OF STUDS -_ SHEET ME�AL 50REW I JAMB,2 PAIR AT HEAD `�� - - E:17E,E OF WINDOW 51L1. T.O. OPENING -_ - - MASONRY OPENING SEALANT AT EX.H SIDE -- --- - BELOW. ---_-- --- WEATHER5TRIPPIN6 +gip'-0" / 22 6A STEM.TRA"YUTH 5/4 X .190 DIA +101-00 ---- b" x 20 6A MIL. STUDS • 5HOT PIN FASTENERS AT 24'OL. AND NTHIN \ MTL DOOIF, PAINT ALL SIM5, FURRING CHANNELS �- 1 BACKM ROD t SEALANT ALUMINUM 5TCAREFRM CONT. - -- N b'OF ENDS ANJ SPLICE . POWDER DRIVEN ` + GAPPED TOP ! BOTTOM r- Ib O.G. (FULL HE16F{1} \ I WINDOW SYSTEM - ESEE' .- PARTITION-SEE FLOOR -- � AL16N WITH EDGE OF SHOT PINS BY 'HIL 11', IGBO nSBb. �, -- SEE EXT. FIN. SGHED. SHIM SPADE � _-- - EXTERIOR ELEVATIONS � � � WINDOW SILL. - HEAD }� ALUMINUM STOREFRONT FOR _,OLOR5. h Z M b" SOUND ATTENUATION n HEAD WINDOW SYSTHEM - SEE � _n S EXTERIOR ELEVATIONS tci BATT5 (FULL HE16HT). w • FOR COLORS.- W ;e a: DOOR JAMB (HEAD SIM.) DEMISING WALL END �► MULLION TYPICAL DEMISING WALL '-�l0-0 ALUM. STOREFRONT HEAD ALUM. STOREFRONT HEAD `L - -- -- - 26 -- - - - - - --- ---- -- - 21 - --- - --- MASONRY WALL " M M � " Q FILE Not DRA.b001DW!G SCALE, S" ■ 1'-0" FILE Not WALL-006.01^16 SCALE: S' ■ 1'-O" FILE No: WALL-OOIDW6 SCALE, 1/2" • 1'-0" FILE No, 5FHD-OO5DW6 SCALE, 1 1/Z �N 1'-0PILE No: 5PHD-70ZDYV6 SCALE, I I/Z • I-0 ULM Q ---SEALANT �1- ROOF SHEATHING. - AL.UMINUM STOREFRONT =_- -- - ----MASONRY FRAME ANCHOR 6RI[i _ _ �p W - GLAZING SY5T1=T1. � � ,_ ALUMINUM STOREFRONT I-I/2" TO FACE OF STUD ALIJr"TINUM _.�OREFR'i,AAi o - - - ---- --- - - --- 0 W PRES`.�ED METAL FRAME WINDOW SYSTEM - SEE I WING}OW SYSTEM - SEE -- -- - - � EXTERIOR ELEVATIONS � EXTERIOR ELEV,�TfONS � TOP CORD OF TR11Efi L. FOR COLORS. - V-TFOR COLORS. - - _ - NEOPREP:E GASKET I I DO NOT OWT METAL 5CR:J^I I Q -- - �.- J: ATTACF SHIM SPACE -- SHIM SPACE -.._ Li SEALANT,TYPICAL-- `- I WITHIN 9' WEATHE'�STRIPPINFy - - _-- - I �___�� Or TR1155 BACKER RDD t SEALANT BACKER ROD t SEALANT - I ; -- - - - - _� 3/4'DELI t.LTION HEAD - CORP. + - - i FIJRRIN6 CHANNEL - _ BOTTOM OF 5TOREFRONT +BOTTOM OF STOREFRONT DONT. i I - I BREAK METAL END CAP. PROVIDE BLOCKIN& /ROOF II /^� *�}� COL�FRON MATCH 6YPJ9D.BETMEEN ROOF BL_OGKING I -�\ it J A I�I B E.I.F.S. EXTERIOR 5YNTHETIG BE M.M.A DRANW. FOR 2�AFET1'WIRta AT OPP051TE - NUMB[3t OF lMIP5 s F�►. FIXT. b" METAL STUD FROM �� PLASTER SYSTEM W/ DRYVI f /-�� DIA60NAL CORNERS OF EACH SILL T HEAD. b,20 6AUSE,METAL STUDS -�- - META DOOR, SEE ABOVE PANZER 20' OR EQUAL ( bx4xl2 5TRUCTURAL • Ib" U.G. , REINFORGIN6 MESH. SEE �� FURRING CHANNELS -- - - AT Ib'OL. R-Idl BATT INSULATION. CLAY UNITS (SEE EXTERIOR BY LOCALINI MINIMUM REQ11RB7 __ = I - WEATHERSTRIPPING �\� 5/D" 6YP.BD. ELEVATION FOR COLOR FIXTURE AS EXTERIOR ELEVATION FOR ( 5/b''TYPE 'X'6YPJ3D.EACH SIDE COLOR AND EXTENT. - - \ AND EXTENT) - = - EDGE OF WINDOW SILL - e _/I - AD.U'TABLE 12 6A6E GALVANIZED - - BELOW. WEATHERSTRIPPING 1/2" ..0-X PLYWOOd 57M SUSPENSION HIRE - - � �_\_�/- �1 + � - � 2x HALL FRAU ET t 1 SILL E'LAT'E - � 1 •- C l b" x 20 6A MTL. 5TUPI, ----�-- N STRUCTURAL �G f, -- 6 SOUND ATTENUATION BAITS � I/2 X 5 ALUM. �` ., �II N6 CHANNEL • Ib O.G. (M)LL HE16HT) FULL,EIGIIT I _ THRE5HOLD 5EALED IN MASTIC =l AL16N WITH EDGE OF _ f�__WINDOW SILL. 51 LL BACKER ROD t SEALANT ✓ FINISH FLOOR FINISH FLOOR / L16HTFIXTURE -b" SOUND ATTENUATION - T < --� �' - - --- -- -0-0N U� in v LAY-IN ACOUSTIC& ___ DIFFUS LE3�5 BAITS (RJLL HEIGHT). SUSPENDED CEILING SYSTEM- C � � � CEILING TILES SEE REELECTED CEILING PLAN I I 0 I I DROP-IN LIGHT FIXTURE DEMISING WALL END ® GLAZING WALL HEAD DETAIL 17 METAL DOOR FRAME & SILL 12 ALUM. STOREFRONT SILL 7 ALUM. STOREFRONT SILL 2 9i .6 co cc - - --- -- - 27 - - --- _ - - 22 -- - -- --- FILE: Not L.6HT-OOIDW6 SCALE: I" ■ V-O" FILE Noe WALL-001DW6 5GAL.E: 5' ■ 1'-0" FILE Nos WALL-002DW6 WALEo S" ■ I'-0" FILE Not DRAB-002DW6 SCALE, 5' ■ I'-0" FILE Not SF-SL-005DW6 SCALE, 1 1/2" ■ V-O' FILE Not SFSL-002DW6 SCALE, 1 1/2" • 1'-0' � � STUDS AND INSULATION TO - / - cl co) SEALANT t BACKER RDD O 0_4 ...... EXTEND FULL HEIC 4•DETAIL•16A. _ I\u '- I / E.I.F.S. EXTERIOR SYNTHETIC SEISMIC P05T 50HEDULE TYP.LATERAL SUPPORT 9 I/2'x 2' -22 6A.CONT. l/ �4�I/9"/I BACKER ROD AND SEALANT---/ � PLASTER SYSTEM W/ DRYVIT a POINT-SEE DETAIL B` STRUCTURAL. _ I. UP TO b'-0'USE I-3 5/b' 25 AWLS. SECURE TO TOP TRACK 1� \ TYPICAL AT INTERIOR AND - -- PANZER, 20' OR EQUAL _ • LT, 6A6E,METAL STUD AT 12'-0'OC. AND WALL. WITH 5 Mb 5GRB'l5 I I HEAD bx4xIb _ CLAY �� EXTERIOR RE I NFORG I N6 MESH. SEE -BACKER ROD • Z b'-0"TO 10'-0'U5E 2- 15/¢" I�FiXET�U2�CD5F TRJGAL AT b'-0'O.G.- -- I , / EXTERIOR ELEVATIONS GOEXTERIORDD ELEVATIONS FOR t SEALANT' �� 0. NEDOMGAGE METAL 5TUD5 AT 12.0 pRAy�IH65 MIP DETAI S % I SHIM -- - 4 1/2' FOR COLOR AND EXTENT- bx4x16 STRUCTURAL CLAY FIF MAIN RUNiBt NEAGH CROSS T!�-0 G. I \I / DUAL 6LAZINtri,TYPICAL - ------ I 1/2 CO-X PLYWOOD - -AL.UMINUM STOREFRONT SIDE UNIT MASONRY - (SEE ` WINDOW SYSTEM - SEE tiO 3. 10'-0*TTO� 15'--0'USES 2�-D52 I/2', HIRE HANSM AT 4'-0' l�V�G-AIR DIFI156E3trr � -- - �D F�EXTERIOR COLOR ELEVATIONS EX ERIOR ELEVATIONS D EXTENT) N FAS'ifN-AMIE/ NOTE t2. OL.EA.WAY �Tr 22 GAUGE CONTINUOUS METAL - �`�� FOR COLORS. ^I 4. ALTERNATE: UP TO 5'-0'USE 45 �C.CVSTLGAL TILF TOP TRACK I I SES EML-i210ROR FLEYAT1�Li - - _ N P�:�G�+• 7TH � � 3/4'DIA EMT CONDUIT - --- - -- SUSPENDED CEILING SYSTEM- (� SEE REFLECTED CEILING PLAN • / ALl1M1i'UM STORETROITT - �\� �� 6LA::INEj 5Y5TE?A't INT8ih1EDIATE MULLION (1 EDGE OF WINDOW ----- -------- / /\ _ SILL ABOVE. cu H y�1��MIC L.OGKIN6 / - - -- / R-Iq BATT INSULATION GL PP AIR SPACE SHIM 1� • 3 5/b',20 GAUGE,METAL STUP5- ---- j/ AIR 5P.AGE -'E!/D" 61:'JESD. --- VJ . / - --_ LINE OF WINDOW AT Ib OL. I / BACKER ROD AND SEALANT --- SILL BELOW Q EXTERIOR WALUPART1T10N / -�� n 5/b" GYP. BOARD 2x FRAMING - SIM STR11G. 5/b" 6YPBD. OVER 20 6A. METAL STUDS "I/A" HAT FUJRRIN6 Q) G O HANSER HIRE TIE 5/8'GYPSUM BOARD - - - J I SILL • 16" O.G. - SEE GHANN�5 - U O Tyr TU06 IN I 1/s,_ FLOOR PLAN. - r■! N 0 r� MAIN RUNNR WALL FURRING DETAIL 18 TYPICAL STOREFRONT SYSTEM 13 MASONRY TO E.I.F.S. STOREFRONT JAMB 3 Gam{RUNNER FILE NG, WALL-005DW6 SGAL.E, 5" ■ 1'-0" FILE NO: SFSY-OOIDW6 SCALE:, S" ■ 1'-0" FILE No, 5FJM-00'TDW6 SCALE, 1 1/2" • 1'-0" FILE Not SFJM-005.01^1& SGALEt 1 1/2" ■ 1'-0" � .�i SHIM A5 NECESSARY - -- E.I.F.S. EXTERIOR SYNTHETIC, GRID (n Q 12'-0" O.G. EACH KAY PLASTER SYSTEM - SEE A TYPICA! INTERSECTION - --- - --- -- 4- --- r 101-0' - BACKER ROD U o 0 LATERAL SUPPorZT TO LATERAL SUPPORT POINT ! COLOR AND EXTENT ., POINT WITHIN Vb'GONTINLI0115 RAT OWNEL �' GEILIN6-SEE REF CL6 PLAN J EXTERIOR ELEVATIONS FOR 4 SEALANT 4d HORIZ RESTRAINT EIRACE b'-O" OF EA.WALL. - AT Ib'OL:RIM UiMdfi5 // SALAMI t BAGKE3t ROD-TYP r� �y- ___:I VBeT1'OL.- U CONCRETE _____- BAGKLR RDD 1 D" bx4xlb STRUCTURAL CLAY ALUMINUM STOREFRONT c 12 6A&E WIRE'.SPLi�fID - UNIT MASONRY - SEE WINDOW SYSTEM - SIE AT,HI E ,ATTAC IHON5. - - AND MASONRY GON5TRUGTION / / SEALANT --� D/4 EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS MMIAIIN RL* ATThC.FE3�TO HORIZONTALLY AT STUD / SYSTEM- STOREFRONT COLUMN FaTiI�R 8" MIN. \ SOLI GOMPR.ESSION WALL CONSTRUCTION - - - j/i SY5TE3"1-TYP- - SHIM SPACE--- 51RUGTURAL _ 5� FOR COLOR AND EXTENT. FOR COLOR. - SEISMIC POST OR E"IT / • ENDS. DUAL 6L.AZIN6 ------- -- _-- i \ STRUT • TOP 4 DOT. CONDUIT ' I/2" GLR.TYP / - - Como i 5U5PEMDED CEILING SYSTEM- �_-HEAD '_' T 5/4 X 3/4 L --GR.055 RUNNER -- HORIZ INT SEE REFLECTED CEILING PLAN -- - -- _ - -- AROUND R=5TRA / ----- PERIMETER B WIRES , NARROW STILE ALUMINUM --- --- - - - -- -- ' / _ DOOR -FACE OF WALL CRS I OR DEM15INIS 2'X •4' ACCOUSTICAL TILE RUNNER PARTITION IN METAL 5U5PEN510N "T" - , PROVIDE FURRING CHANNEL• EX i?'.d'T .'>r' Y'�INt.°Olti j � S/4" GD-X PLYWOOD GRID SYSTEM.INSTALL LOCATION HCRE CEILING 15 ATTACHE). - -- 1/4'TEMPERED 6LAS6 - SILL E!E>R'°t_ EXTENT OF WINDOW PER UBC, 5TDA4-1-18. r . J^L. - 2x WOOD FRAMING SILL BELOW ,y -- 5/b" GYP 5/b" GYP. BOARD yf EXTERIOR WALLh'ARTHTION - � _� ,j. -j O T. A' 11N!"+I . iP: JUT 5 20 6A. METAL .ND5 cc 5/b'6YP"O BOARD- - -- _ W' 10W 5Y5�M - SEE • 161, O.C.- Z W �,�ER SUPPORT DIAGRAM FIN.FLR _____ EXTERIOR ELE�/ATIc,INS � Q �■ I C - FOR COLOR. � WZ Is'QN STOREFRONT DOOR STOREFRONT JAMB MASONRY TO E.I.F.S. m U WALL FURRING DETAIL -�� S O 14 9 - ------ ------------ 4 � LATERAL SUPPORT BRACE . FILE Not WAIL-004DW6 SCALE, 'S' ■ 1'-0" FILE NO: SFSY-002111619 SCALE: 5" ■ 1'-0" FILE No, SFJM-006DW6 SCALE, I I/2' • 1'-0" FILE Not SFJM-OOb.DW6 SGAL.Et 1 I/2" - 1'-0" a O 0 AT 12'-0'OL.E:AC.H KAY �p BACKER ROD t SEALANT a � 1-1/2" TO FACE OF STUD E.I.F.S. EXTERIOR SYNTHETIC, a ~ 0 DOOR-SEE 5C EDU.E - -- - 1 PLASTER SYSTEM W/ DRYVIT a m 2 } STRUCTURAL BRAGS: - / / 'PANZER 20' OR EQUAL O m Q I. /�� ,�WI SHAL.L BE 12 G �5) , 4-0 O.G. 1. IN6 FIXTURES A V YIRDIF L SH BIL_ LMORE SHALL 5UPPORTF.FJ IREG FROM 1' ; / 1/2 ANODIZES ALUMINUM - E.I.F.S. EXTERIOR SYNTHETIC REINFORCING MESH. SEE FJ1U�DIRECTION(EXGET T AT L16HT FI n�rrt 2. TL E3 RES.r0 iuFtt S 5/8"METAL STUD,20 6A:1GE, / / EDGE{GEEtAMIG TOOL CO. 1 PLASTER SYSTEM - SEE EXTERIOR E:L.EVATION FOR = J C� g p�TY OR THE FOI.t.oj?u ITIONS: STRUCTS ABpVE BY APPR VEV HANISER5. AT V-0'OL.,ALTERNATE MODEL MGTG 12 I 2. Aj,�.l�jl T��EA;r�,H i5++2min 41N� AN A. ONLY 'INTE�IATE'AND HEAVY DUTY'CEILING DIRECTION 5E.l1RE TO �/ / \ � COLO EXTERIOR ELEVATION FOR - �J COLOR AND EXTENT.- ►WWIn_'T� � I 7_Q / COLOR AND ;XTENT. l VALUE A -( AT 5Y5TEMS MAY ESE USED FOR THE SUPPORT M30ANT HJN6 LIGHTING FIXTURES,5K J L BE FLOOR/ROOF STRUCTURE \ I/2' Gt:-X PLYWOOD -- EACHSDFIXTURE RUN?LL!< ADDITHG 12 6AGI: OF LIGHTING FIXTURES. SUPPORTED DIRECTLY FRAM THE STP.UGTURE ABOVE ABOVE WITH 3 nb SCREWS � // 4"J' MIN BACKER ROD tSEALANT ---- H,44CEZS C,OHt+EGTW FROM EACH FIXTJRE HOU51NG n TIE USING N0.9 GAUGE WIRE OR APPROVED ALTERNATE PU,''L-IN5. SEE ELECTRICAL DRAWINGS ANC)REF-ECTE D CELL W ,LL LIGHTING FIXTURES SHALL EE POSITIVELY ORT WITHOUT USING TK CEILING SUS NSICN _/ r-LAORI �-�� BID ISSUE DATE PVvv FOR LOCATIONS AND DIRECTIOII5 OF LIE34T FIXTURCS. ATTACHED TO THE SUSPENDED GEILIN6 SYSTEM. SY511EM FOR DIRECT SUPPORT. - - THE ATT#04MENT DEVICE SHALL HAVE A CAPACITY BOTTOM OF REVEAL 3 SEE ROOM FINISH 5GH1UIA E°AND SPECS,FOR TILE SELECTION --------� _ _ \ OF IC.)O PERCENT �F THE LIGHTING FIXTURE B. GEILINt'MOUNTED Alk TERMINALS OR SERVICES 22 GAUGE GONTINU0115 META I I ---" +I'-D" q�.�,��1y 4. 5U5FENS!ON SYST�i SHALL : 'DONN TS INC.'DV. WEIGHT•ACTING IN ANY DIRECTION. WEIGHING LESS THAN 20 PONN175 SHALL.BE TOP TRACK - - OR DVC. SYSTEMSt IGBO 44 OF 'F OF POSITIVELY ATTACHED TO THF CEILING I I l9RD ` G IF A EER IG�O i994. 5ER m 5 y4#3d 'INTERMEDIATE'SYSTEMS ARE USED NO. 12 `PENSION MAIN RUI�$RS OR TO CROSS,RINWR5 E.I AS R S`r EXTERIOR SYNTHETIC \_\ I I � PLASTER SYSTL'M W/ DRYVIT -� R-19 BATT _� i� � PSQT PATE_ //�� p�� egg �-`1c FOR I-,`bIJR GEILINE� IGBO 1994-1 IF GALLET7 OR'JN upkc6. 6AU6E HANGER5 SHALL BE ATTA W Tb THE SIN CARRYING CAPACITY A5 TIE Rr_+`ENDED 6EILIN6 SYSTEM- I p 'PANZER 20' OR EQUAL INSULATION GRID ME1?BE 5 WITHIN 3 INCHES OF EACH CORNER SEE RE3IBJ TED CEILING PLAN - !' QRAYWING SCALE: 5. LATERAL. SUPPORT 5H L1.BE PRCNIDED BY FOUR WIRES OF RFINFORGIN6 MESH. SEE MINIMUM 12 GAGE SPUIYED IN FOUR DI �p�S q0' APART OF EACH FIXTURE. TANDCM FIXTURES MAY I _, ---- AND UM 12 GTED Tort'W MAIN RL UR 0 WIT}IIN 2'OF GR1755 UTILIZE GJMIION WIRES TERMINALS OR SERVICES WEI6HIN6 20 POUIdDb, �r7�-�l� l �� v--�`-�� R-Iq HATT IN5l1LATION. - 1 � ! - RU�AND TO 5TRUGTORE ABOVE AT AN ANGLE NOT EX'EEVIN6 ESJT NOT MORE 11UW 56 POUNDS,IN ADDITION TO I � - II 1/I - - _----- COLOR I AND EXTENT. FOR BY: 45" FROM THE PLANE t7F THE GEII.ING. THESE LATERAL SJPPORT WHERE 'HEAVY DUTY'SYSTET-S ARE USED THE ABOVE,SHALL HAVE TWO N0. 12 6A6E I ,t o (�/" MDN SUPPLEMENTAL HANG`RS ARE NOT REGbI� IFA HAN6EE6 CONNECTED FROM 1Hf TERMINAL OR / ° -- 5/b" 6YPJ9D. D WN POINTS SHALL 1E PLACED 12'-0'OL. IN EACH DIRECTION NTH 46 INCM MIODIAAR HAN6R PATTERN 15 FOLLAh�. SERVICE TO THE C.EILIN6 SYSTEM HANGERS OR TO I I e / n I/2" GD-X PLYWOOD - --- - ��_ 2x WALL FH,Z/►MIN6 4 5/b" FiYP.BD. THE FIRST POINT WITHIN 4'-0'OF THE WALL KEN CR755 RLJr�ARE USED WITHOUT THE STRUCTURE ABOVE. THESE WIRES MAY BE I I SILL PLATE - SEE / EMERJOR - 6. AL1.OY:A<Z SHALL BE MADE FOR LATERAL MVJVB 4Nr OF SUPPLEll'-MAL.HA,YGERS TO SIJPPORT L04TIN6 ``�-� SHEET TITI..F: THE SYSTEM. MAIN Rl"ER5 AND CROSS RUNNERS,SHALL FIXTURES THESE CROSS RUNNERS MUST PROVIDE I I CONCRETE FLOOR SLAB �� G STRUCTURAL 51L_ PLATE -FRAMING t / DETAIL THE.59-4 CARRYING CAPACITY AS THE MAIN RUNNER. TERMINALS OR SERVICES WE04IN6 MORE THAN 56 3 5/6',20 GAWIE,METAL STUD-or---- I - � a � BET0WKAff.L ANP4 MA!NRINE�ATT " STRUCCTTUREABBOVE BY APPROVED SUPPORTED . THE AT Ib"OL. i I " OTHER TH"YJ WALLS. LIGHTING FIXTIJRE'5 VOISH!NG LESS,THAN 56 POUNDS BACKER ROD tSEALANT- STRIGTIJRAL SHALL HAVE IN THE ADDITION TO THE REXIREPENT'S I I EXPANSION JOINT /i FINISH FLOOR AL.UMIK M STOREFRONT SHEET NO. IiIJl'97-0545 OUTLINED Abd ,TWO NO. 12 6AUISE HAN8ER5 14250 SW Barrows ItJ. CONNFLTED FROM THE FIXTURE HOUSING TO THE 5/6"6YP3UM BOARD EXTERIOR CONCRETE - 5T11tUGTIAiE ABOVE. THESE WIRES MAY BE SLACK. I SLAB/51DEWAL.K *O'-0" ------ - WINDOW _YSTEM - SEE 1'S I EXTERIOR t:I�VATIONS -----------_.` A6.2 FOR COLOR: SUSPENDED- T-BAR CEILING WALL HEAD DETAIL TYPICAL THRESHOLD 15 E.I.F.S. JOINT, 10 ALU M. STORE-FRONT JAMB 5 FILE No, SCL.6-OOIDW6 SGALEt N.T'..5. FILE Not WALL-005DW6 - SCALE, D" • I'-0" FILE Not THRS-opSGAL.E, HALF SIZE FILE Not SF!5L-004DWIS SCALE, 1 1/2" ■ 1'-0" FILE No, SFJM-0OgDWB SCALE, 1 1/?. ■ 1'-0" DWG, N,\97-5142\25\5142_A62.DWG DATEi NOV 24, 1997 TIME, 2120 PM IF TlllS DOCUMFNT TO LESS Ell Ilf III III III 111 III I I III III III I I .II III I�i 111 III 111 III I I III III III III III III III I III III III I I 111 IIl III I 1 11T 111 1�1 ! 1 111 IIIIII111 VIII I I I I JII LRGJE4LF THAN THIS NOTATION, IT IS DUE TO THE QUALITY OF - w3l • .rr " THE ORIGINAL DOCUMENT. of L d �IIII III�IiII IIII�IIII ILII ILII ILII ILII IIII�IIII IIII�III IIIII�II I IIII�IIII IIII�IIII IIII�IIIIIIIII�IIII Illlul11111 IIIIII IIII�IIII IIII�IIII IIIIIIIII illllllll tlllllll�i iullllll iIIIIIIIIIiIIllllll IIIIIIIII IIIIIIIII IIIIIII I�illllul�IIIli1111111111111u�1111611�!111 illl wll Y I'-0" b" MIN. TO PARAPET REV18ION MIN. EAGN WAY MINLAP ROOF MF?1BRA1•E-- -MIN. EACH WAY TYPICAL ALL SIDES WPARAPET I•IEf�E �� I GLORR.-�� 4 OVER SUMP PAN 4 i SEAL TO LEAVER. - - - 16-00 11-60 16„00 b° CANT STRIP ----- / MIN. MIN. MIN. 1"IIN. EDuE OF DRAIN r6RATED GRAIN 4 4' LSUMP BEYOND OVERFLOW MIN ASSEMB!_IES t +241.,60- 5/4" GD-X PLYWOODI� + DECKING n / DRAIN AND OVERFLOW / V Ox BLOGiGIN6- ROOF DRAIN PARAPET WDLL LEADERS - DAYLIGHT / SUMP - WHERE OGGUZ5 _ O P91 Ei2 PLANS 111 LEAD SO IP PAN ROOF FRAMING - / -- -- ik SEAL TO LEADERS 5t'E STRUCTURAL- PLAN VIEW _ _ 11' CJS IN5TALL DRAIN 4 SCALE: 5/4"■I'-0" -- OVERFLOW PER EXTERIOR WALL-- \ ~ Z us MANUFACTURER5 SECTION A-A n x REGOMMENDATION5 Q -jotR00F DRAIN AND OVERFLOW DETAIL 11z0FILNo ROFD-OOIDWB SGALE� 11/Z" ■ I'- " L I _. 001-1/2"0 VERTICAL. RAILING �. + 42.2-1' +245.06' � POST • 46" O.G. MAXIMU13M. '�` Q �- -— aft h12 MAX � m PAINT TO MATCH AD-1 WALL5. Qc 5 on 1-5/4" ID. SLEEVE SET Ab•5 _ - IN CONCRETE STEM WALL._ BACKER ROD 4 SEALANT am • EXPAN51ON JOINT. - h GONG. WALKING SURFACE 4 :� -• q A6.5 ti ! - •J T� lL rr .. `, i• -� G � /\CONCRETE STEM XXX YXxx r i HALL 5TR ICTURAL FOR - - R.EINFORGING. o0 cc 10 1W O C9 _RAILING BASE DETAIL EXIT RAMP - ENLARGED PLAN -;0 co � II --- - -- ----- - - - - ---- --- - - -- - -- - -- ------ --- 22 - --- - ------ --------- _ - --- - - __— -- -- 12 - _ _— __ _--_ _ _-- -- -_---_ __ _ - - 2 to - - FILE Not RAIL-001D W6 SCAL.Et 1 1/2" ■ 1'-0" SCALES 1/4" ■ I'-O' (� ) PL.UMBER5 TAPE i0R EQ.; ^ O O ATTACHED TO FRAMING W/ 1 r-r 'n w 2 TEK SCREWS EA.51DE I/ --I-I/2"0 PIPE RAILING 00� q cd V A W/ 1-1/2"10 HORIZ. RAILS O 1 12" O.G. MAX PAINT TO PSI 20 GA.G.I.PAN / �■4 MATCH ADJACENT WALLS. (MAKE WATERTIGHT) --I-I/2m VERTICAL P05T'°► '(FRAME W/ 1/2" / • 46 O.G. MAX. PAINT TO b� GDX PLYWD. SHTCF. -_- ( n MATCH ADJACENT HALLS. _. OMM / - IN i EXIT RAMP RAILING -- - I JNDER SITE CONTRACT I I v N +245,66' v2' WATER HEATER +��, � � Q �+Z4Z?i' 4 MASONRY WALL • H / TEK SCREWS 0 6"O.G. TYP. qy ��--INSULATION - 4" HIGH GONGRFTE CURB (WHERE OCCUR5) - SEE 5TRUGTURAL.. DWG5. Z -- -- fly 1/2" DIA.EXP. ANCHOR TYP OF 2 0 EA.LEG I 2' ' -CONCRETE RAMP - / 2"< LS CONT. SSTRUCTURAL DW65. o / PLUMBERS TAPE(OR EOJ / y O t- SECTION ATTACHED TO FRAMING W/ f 8 PLAN U A Tri SCREW5 CA SIDE WATER HEATER SUPPORT EXIT RAMP - SECTION ..� o - -- --------- - -- --- ------ .. _. --- ---...__. O 2 --- .. - -- ----------- _..- 23 1 13 3 FILENot WHIR-0OI.DW6 5CAL EP IN 1'-0" SCALE, 1/4" • 1'-0" 0) C� c � , � � --- 1-1/2"0 PIPE RAILING W/ 1-1/2'40 HORIZ. RAILS • 12" O.G. MAX. PAINT TO s MATCH ADJACENT HALLS. i - 1-1/240 VERTICAL POST'S • 46" O.G. MAX. PAINT TO MATCH ADJACENT WALLS. I I 4 _-- - _ -EDGE OF 15UIL DINO 245,66' -- -- ---- - - - ` _� =r +/-_-_`$' -- +24221't, Y LINE OF RAMP BEYOND- 4" HIGH CONCRETE CURB - SEE STRUCTURAL DW6S.. CONCRETE RAMP - 5M STRUCTURAL DWGS. cr zW � z Wz m00 EXIT RAMP - SECTION c� - --- -- -- - - -- --- ------ - - 2 - - ---- - - - -- -- - -- ----- --- 2 SCAL.Et 1/4' ■ 1'-0"— Q z cr a00 ROOF FRAMING - co I SEE STRUCTURAL- --- - -- E a" I ! ad F- 0 -PROVIDE SOUND BAITcr BUILT-UP ROOF INSULATION n- W MEMBRANE -- 5/6" TYPE 'X' GYPSUM O m 0 BOARD. (FULL HEIGHT) - 2x 19EARIN6 WALL - I 22 6A. 6.1. FLASHING SEE STRUCTURAL. (n d FACTOR i" PRIME 4 b" MIN. I -- ---- L.. FIELD PAINT --- FIN. FLR. 5-5/6"x20 6A. MT_ STUDS • Ib" O.G. W/ BID ISSUE DATE: 1245.10' 5/6" TYPE 'X' GYPSUM BOARD. (FULL HEIGHT) TOP OF PARAPET y 4 • - 22'-0" CONCRETE SLAB AND PLATE / x// /� �`C/< FOUNDATION - 515 I- STRLIGTIMAL DRAWINGS. RPI INQ SCALE: EXTERIOR WALL ------- \�/\�/\\/ I� OF SHOP BUILDING '��\ , FIN. RLR. ppgWN BY: .6 241.1ol LAP ROOF - - \ • SHEET MEMBRANE O/ TOP OF WALL �i/\�/�\/�\ • e a • / // DETAIL S SHEET NO. BU P97-0545 14250 SW Barrows Rd. 16 of 25 A6.3 FLASHING DETAIL FOOTING DETAIL - - - 30 -- _ - ----- - - ---- —_ -- 2 - -— --- --- -- - - --- - 20 -- - - - 1 --- ------------ - - - _ -- 1 O - -- _ --- -------- -- - 5 FILE Not FLAS-OOIDI,*0 SGALMs 11/2" ■ 1'-0" FILE Noi FOT-OOIDWA SCALEi 5/4' . 1'-0' DHS: N: 9"-5142\25\5142—Ab5DH6 DATE: NOV 24, IMdr TIME-, 2:20 PM IF THIS DOCUMENT IS LESS ill III 111 IIIIIIII III III I}hI III III III IJI�I III III 111 111 III Ih III I I III 111 111 III III Ili III I III III III IIpI III 111 III I'1 11i 111 111 111�III III III�II'IIIII III III I II ''�" // / LEGIBLE THAN THIS NOTATION, IT IS DUE TO THE QUALITY OF - I--I- _I.11. I I I G I I I-JI- I�- I-_I ._ I �_ _ iVI_I_�_ V�III FI.III II8II 17I.I 1 II9II12I-il-l�-ll-Lll LIIII�II9II IIII IIII illllllll Illi IIIIIIIIII IIII IIII IIIII IIII�III�I llll�llil IIII�IIII IIJIIIII IIII�IIII III► lUl I111111" II I I I I IlIIIII IIII IINope THE ORIGINAL DOCUMENT. L 9 9y III IIIIOliIIIIIIIll 11 IIII IIII S^_•r G Ton�m IIII 1111 IIII Illllull REVISIOHNS f STR.UGTURAL NOTES STRUCTURAL NOTES - ALBLRT2.0NE II BUILC A&j - TIvARD,OR MASONRY, LIVE LOADS PL(HOOD 5t+EATHIN6 ROOF ---- -- LDS. PIER 50. FT. (SNOW BUILT� Q SNOWOH LOAF ANALYSIS) JP LOADING A5 PER SEAI. ALL BUILDING BRIG: UNITS SHALL BE 4000 1-51 UNITS GONPORMIN6 TO U.B.G. ALL F�LYWOOD SHEATHING SHALL HE G-D GRADE tMLE55 OTMEtrcWl5E i FLOOR --------------LEVEL 40 LBS PER 50 FT STANDARDS NO, 21-1 6RAPE 3W. ALL HOLLOW lWiCK CLAY MA60NRY UNIT$ N/INE' ------------ -�B.C. DO MPH BA51G f:XPO5LJRt "B" WHAI_L. BE 4000 P51 UNITS ON THE &9Rfi55 CRO°fi 5EC11ON C.ONPORMINB TO UBC 5MOWN LR WITH EXTERIOR GLUE MANUFAGTED IN ACCORDANCE WITH SEISMIC ------------U.B.G ZONE 111 1"4 EDITION STANDARDS W7 21-1 UNITED STATES PRODUCT STANDARD PS 1-65iAN51 AI114.1 "FOR CONSTRUCTION ''1 ANI) INVUST-RIAL PLYWOOD", CONFOKMINE TO U B G STANDARD 2314, ANI) W 5 ALL M RLICITJRAL BONE UNITS SHALL N SOUS EPR ISM T t,1NLEH OTNCRW15E NU7EG W-)JIUNB TN+E APA TRADEMARK GF THE AI`(ER;CAN PLYWO.7C A880GIAT ON 5 ONE MORTAR TEST,ONE G1t011T TEST AND THREE PRISM TE5T3 SMALL BE A ROOF SHEATHING 15/•.52" 1 SENIERAL TAKEN 15Y AN INDL`PENDENT TE5TIN145? COMPANY FOR EACH 5000 50. rT OF WALL AREA, ! WITH A MINIMUM OF THREE TESTS PER TYPE•. FOR TE9rt46 REQUIREMENT5 WE USC B PL.00R SHEATHING 5/4' Y 1 1 UNLESS OTHERWI5E NOTED ALL MATERIAL AND PE51ON SPEGIFIGATIONS 5PBCIFICATIONS 21-1b. C. WALL 5HEArHIN6 19/62" 4. GROUT POR A4LL REIt�ORCL`D BRICK SHALL BE '_�/b" A GATE GONLGRETE 2 PLYWOOD 5HEATHIN6 5i•+ALL BE LAiO ✓LITH END JOINT5 STAFsEiERE[, CITED HEREIN SMALL CONFORM TO THE M05T RECENTLY AVOPTED !D SPECIFICATION OR CODE THESE 5TRJCTU1RAL NOTES ARE TO BE 05M A9 A III A 26 DAY GOMPRE5SIVfe ST*ZNSTH JF 4000 PSI DESIGN MIX PER ASTM 0476 3 BLOCK ALL WALL 5HEATWN9 WITTi ?w4 FLAT BLOCKIN6 AT ALL EG'SE5 c _xJPPL.EMENT TO THE !PECIFIGATiONS. 5LU►"11° SKILL DE '1'O INCHES PER UDSTANDARD.G 21-14 4. MAIL AS PER SCHEDULE AND DRAW N65 GENERAL CONTRACTOR 5HA�i. VERIFY ALL DIMEN5!ON5 AND CONDITIONS S AL1 MORTAR FOR REINFORCED MASONRY SHALL CONFORM TO U.S.0 5. LAY OUT PLYWOOD TO ELIMINATE ANY WIDTH LE55 THAN 1-0' NAlLIN6 AND (� S SHOP DRAWIN&9 SHALL BE REGIUIRZD ON REINFORC INC 5TEf.L", 5TR1'GTURAL STANDARDS 21-i5 TYPE 'S' 4000 PSI COMPRESSIVE STREN6TH AT 26 DAYS, WITH THE CONNECTION 5CHF-DLLE MINIMUM NUMBER OF NAILS FOR ft IOD MEMEEF.S I,N•:� �1I( STEEL, WOOD TRUSSES ANC SHALL BE REVIeHED PRIOR TO FABRICATIONW FOLLOWING PROPORTIONS BY VOMC z W UN;-E55 5TA1'1:D OTHERWISE IN THE SPECIFICATIONS SUBMIT , PRINTS AND I CEMENT - I PART 1-v} SEPIA REPRODUCBLE FOR APPROVAL OR CORRECTIONS. LIME - 5/4 PART MAXIMUM CONNECTION c,0'"IM,�h LL. 4. THIS STRUCTURE SHALL Be ADEQUATEL'T BRACED FOR WIND• LATERAL SANG% - 4 PARTS MAXIMUM ----- --------------------- bALL MORTAR SHALL BL MIXED BY MECHANICAL MEANS AND PROPORTIONED STUDS TO PLATES - END NAIL 2-IbDU. @ARTM, OR t.ART1i JAKE FORGES UNTILTHEROOF AND WALL UN TS HAVE BY ACCURATE MEA5LRPMENT SHOVEL MEASUREMENT WILL NOT BE ALLOWED OR TOE NAIL 4-IOC O BEEN PERMANENTLY ATTACHED THERETO PLATES BOTTOM TOP PLATES 4 5 ALL. FEATURES OF CONSTRUCTION NOT FULLY SHOWN SHALL Be OF )W 7 SPECIAL INSPECTION PILL BE PAID FOR AND APPROVED BY THE OWNER. 3H r b ALL REINFORCING FOR MASONRY WALL SHALL BE C4 ADE 60, rOWORM'N6 SPIKE TOGETHER 0-D • b" D (/)CC SAM[ T t�E AND CHARACTER Ag SHOVOJ FOR SIMILAR CONDITIONS SUGtGr TO TO ALL PROVISIONS OF CONCRETE REINFORC•iNC7 SECTIGN 480\/E LAP E INTERSE:TIONS 4••IOC E.5 OF JOINT W REVIEW BY THE ARCHITECT AND EN61NEER, FLOOR JOISTS (ROOF E CEILING JOISTS% N 4 EXCEPT A5 OTHERI^115E SHOWN, REINFORCE ALL MA50NRY WALL_ WITH THE W b ALL PRODUCTS AND ED O0*I ALS USED B�' 5T CONTRACTOR SHALL DE TO PLATES OR BEAMS - TOE NAIL 2-10D • b' 0.0 APPLIED PLACED ERECTED R INSTALL! C IN STRICT ACCORDANCE WITH THE FOL!OWINS MfNINR1M, 5LC,r,H.INt, TO PLATE - TOE NAIL 2-IOD MANUFACTURER'S N5TRUGTION5 6" NOMINAL WALL THICKNE_,: BLQGKINFi TO JOISTS- EACH END 2-IDD FOUVDATIONS 00 m 04 • 4b" IZ G VERTICAL • CENTER OF C b" NOMINAL WALL THICKNESS 2ED VOIDS OHORIZONTAL IN BOND BEAMS• 48'' CO O C . -AMIN1ATECI VFA"15 IOD • 12" r 8 B MI 1. FOUNDATION 51,ft ARE BASED ON A TOTAL LOAD BEARIN6 501L PRESSURE y • 24" O.G VERTICAL • CENTER OF SROUTED ',/OIMv 5T AEiGERED OF 2500 LOS PER 50. FT, A5 DE51641,IATED IN LOGATION6 IN 6EOTECHNIGA.L 2-04 HORIZONTAL IN BONG BEAMS • 46' 0.0 PLYWOOO 5HEATHIN6 12' NOMINAL ;ALL THICKNESS ROGa< SHEAT141h 15 92" 2 vcOT 09 • 24' J.G VMTICAL • CENTER OF GROUTED VOIDS. ODIDATICN TION5,Tt01V5 SH+c>hN ARE TO BOTTOM OF FO0TIN65 ANC ARE AT EDM5 OF EACH SHEET BASIC DIC ELEVATIONS. 2-05 HORIZONTAL IN BOND DCAtt;; • 417` OC AT 5 ALL F'OOT`ING° SHALL BE FOUNDED ON FIRM UNP15TUREIED OfR&NAL SOIL, 10 EXCEPT A5 OTHERWISE SHOWN, REINFORCE AROUND ALL OPENIN66 WITH SL.00KIN5 AND /^LALLS bD • b" O.G AS RECOM;ENDED BY 6EOTECHNICAL ENGINEIR'S REPORT NEW FOOTINGS 2-03 HORIZONTAL AT HEAD X OPENING PLUS 4'-0" s 1-05 VERTICAL AT EACA4 AT INTERIOR OF HEET 5V • 12" O.G. 5HALL BEAR IN UNJD15TURBED NATIVE MATERIAL. OR IN COMPACI•r-r., STRUCTURAL FILL JAMB x OPENING PLU5 4'-0" AT VIOUNDARIES OF ROOF bD • b" OG 4 ALL FOOTIN5S 5HALL- BE A MINIMUM OF I -b' BELOW Ex15TIN6 F'RAOE. 11. ENCEPT AS OTHERWISE SHOWN, DOWEL ALL. MASONRY WALL VERTICAL 5 ALL DISTURBED SOIL SHALL BE REMIOVEV BY MANC OPERATION FROM STEEL. TO POUNDATION WITH 1-05 DONEE X 4'-G' • ALL VERTICAL WALLc, 2. FLOOR SHEATHIN6 3/4" f AT EPM6 OF EACH SHEET bD • h" O.G. PR FOOTING CKCAVATiON TO NEAT LINES ANI:- REPLACM WITH STRUCTURAL FILL WI H DOWEL EMBEDDED INTO CONCRETE MINIMUM 2'-O" 12 LM ALL BARS A MINIMUM OF °56 BAR DIAMETERS EXCEPT A- OTl1EFcr4 iE BLrX•KN6 AND WALLS OC • d" O.C. IF NECE55ARY AT INTERIOR OF SHEET 6D • b" OAc F THE ERTI NTIOh INVESTIVAILA REPORT ° WING LOEr' OF BOR1OR ANC ;�m' AT Bk�U OARIES OF BOOP 6D • 4" O.G. /may/ 13.683 OTHER PERTINEN' DATA IS AVAILABLE AT THE ARCHITECTS' OFFICE FOR 19 PROJIDE 2'IN Z -O BARS AT ALL. CORNERS AND INTER56GTIONS F�7R ALL APPLY !14" DIAMETER GONTINWI9 DEAD OF 5M4525 GON5TTR/CTION ADHftWE OR AF"l » f INSPECTION BY ALL QUALIFIED BIt7DER5 WALLS EOUAL IN SIZE /VD NVI->BER TO HORIZONTAL REINFOIiGINb 14 PROVIDE BAR PO`-"TT01ffRR FOR ALL V`M- TICAL REINFORCIN6. ACCEPTABLE 61-JE TO TOPS OF ALL JOISTS, BLOGKIN& AND PLATE IMMCDIATEL.Y PRIOR ORE"/// STRUCTURAL FILL OR BACKFILL 15.PROTECT THE MASONRY UN;r� STORED, 5TORED ANC EREGTEC, FRO *r+E TO PLACING PANELS. / ! T _ c ALL FILL AND 10AGKFILL PLACED IN THE BUILDING AREA AND !'!L'NEATH ELENIEN 5. • INT'ELRIOREOF EAC4 SHMT 6D • 8" ^G. \ 4- E' , / I PAVED 5URFACE3 SHOULD BE DENSELY COMPACTED SUCH rIL1-145 AND HAY( BACKFILLINS ,SHOULD BE ACCOMPLISHED AFTER PREROLLIN6 WITHIN THE L15HT 6A&E STEEL FRAMING • BOUNDARIES OF WALL bD • 4" O.G. BUILDING AND PARKIN O AWA5 OR t•OLLOWINa OVGR-EXCAVATION IN BLOCK ALL M"S WITH 2x4 FLATS AT EDGES OF EACH SHMT TO STUDS BLOCK-1I`< 1 PLATE: _ EXP. 6/30/99 FOOTINLS AREAS. THE STRUCTURAL FILL SHOULD BE PLACE`S IN LOOSE LIFTS 5TEEL TO BE NOT EXCEEDING EIGHT INGFIES IN THIGlVdE55 AND THORQU6HLY C.OMPAC:TEU A ASTM A-446 &RADE D (Fy - 50 K511 FOR 16 6A6E AND HEAVIER 4 FIBERBOARD SHEATHING (INTERIOR WALLS! p r, I TO A DENSE,NON-YIELDING 5TATF A DENSITY @QUAL TO AT LEAST A5 PERCENT 5. ASTTH A-446 GRADE A ,Fy • 53 K51) FOR 1,5 046E AND L15HTER AT EDGES b,. • 3 O C O O SHOULD 15E ACIIIIEVED FOR AFILL PLACED ON THE SITE, THE ADEQUACY 2 ALL FABRER ICATION, ECTION. AND IDENTIFICATION OF LIGHT GAGE Ar NTERIOR bp • 6 OLALL OF THE FIM-D COMPACTION SHOULD BE VERIFIED Vr RANDOM FIELD DENSITY STEEL FRAMI45 SHALL CONFORM TO UBC STANDARD 2T-•I AND A151 TESTS THE MAXIMUM LABORATORY DENSITY SHOULD BC IN ACCORDANCE SPECIFICATIONS. OTHER WOG'C GONNEGTION5 WITH THE MODIFIED PROCTOR COMPACTION PROCEDURE (ASTM D1557-70) ' PASTEMN&OP GOIPONENTS SHALL BE WITH 5ELF-DRILLIN6 5611teK-D OR Q I I 5TRLICTLWAL FILL 5HCVLD CONSIST OF REASONABLY hEL.L-&RAVED SANG. FASTENING OF COMPONENT'S SHALL BE WITH WELDIN6. 2� FIRE BISHALL BE PLACED 'N ALL WALLS AT 8-O' D.G VERTICAL OR �� •I'1 ►f7 fV Go SAND AND &RAVEL OR GR)SHED ROCK A. ALL kr-LV' SHALL BE OF SUFFICIENT SIZE TO ENSURE THE STREN6TH OF A- EAGM FLLOCKOOR LL EVET �� •1 ccTO pACILI"'A1E COMPACTION, PARTICULARLY DLIRIN6 1-CT WEATNCf! THE GONWEGT10N. ALL PEAT"DS AND LEDGERS Sr1AlL E!' ANCFiORE>" WITH A MININ4UM OF 5 ANIGHORJ PER PIECE CO CONDITIONS, 7 HE FINES COI/'TENT OF ANY 501L USED A5 STRUCTURAL PILL B. ALL HMLCIN19 SHALL CONFORM TO ^Ye SPEC.IFIGATION5. CONNECT ALL. BEAMS AND JOISTS WITH SIMP50N HAN&ER5 TO DEVELC'P 5TT1tCN&'14 OF MEMBERS c G, ALL WELDERS SMALL BE ,-'MTIFIEC FOR LI&4T &ACC STEEL LINDER AWES ALL PRAMINI6 CONNECTORS SHALL BE SIMIP5ON APPROVED C7 C") t SHALL BE LIMITED. THE FINES CONTENT IS DEFINED A5 THE Pi'fiCENTp,a; ar• rl 1 OP SOIL PA551Nd A NO 200 MESH SICVt BAyZD BY WEIGHT ON THE MINUS SPEGIFIGATIOI� PRE-DRILL HOLM FOR LA6 THREADS y I O O T STEEL 5UD5 OR J01S5 SHALL BE GELES ADS SUDS OjOIST5 WITH PLATES TO CONCRETE FOUNDATION 5/b" X 10" ANGI•+OR BOLT • 4-O' O THREE-CUARTER INCH FRACTION AND U51N6 THE WET SIEVE ANALYSIS 4 TAANTR STIFFENED LIPS A5 MANUFACTURED BY AN6CL_E5,STVVC0 OR APPROVED SIZE rr� pLJRINJ& WET WEATHER GONDIT{ON5 THE FINES CONTENT SHALL 8E LIMITED TC x LESS TI?AN A$GVr S PERCENT DURING KEI.ATfVELY DRY WEATHER AND GAGE AS NOTEC ON DRAWIN55, LAO BOLT INSTALLATION r1 S. PROVIDC ALL ACCE55ORIE5 INGLUDIN6, 15UT NOT NpGrn55ARI1I,Y LIMITED I/2" DIA BOLT • 5/16" DIA. H01.R' CONDITIONS TME FINES CONTENT COULD BE AS H1+5Hi AE• ABOUT 14 PERCENT, G„" cti TO TRAGK,S,CLIPS, WEB STIFFENERS, ANGHOR5, FASTENIN6 DEVICES AND �*'••�� 5/5" DIA BOLT • 1'5/32" DIA.HOLE PROVIDED THE MOISTUI�CONTENT It GLO°°EI.Y CONTROLLED AT A LEVEL +5/4" DIA BOLT ■ I/2' DIA. MOLE NEAR THE OPTIt.E1M! MOISTURE CONTEAiT FOR THAT SOIL b. END BL OGKINI6'SHALL 8E ►SEOUL WHERE JC 1ST ESR NOT ALLATION. I' DIA. DOLT ■ 11/16" DIA. , MO �� • f OTHERS4I5E RESTRAINED FROM ROTATION. CONCRETE - CAST-IN-PLACE 7. 5PL!CE45 IN AXIALLY LOADED STUDS SHALL NOT Be PERMIT-TEV. D. STUDS SHALL BF SECURELY ATTACHED TO FLANGES OF BOTH UPPER AND 50AP THREADS OF LAOS IMMEDIATELY PRIOR TO INSTALLINTINS WITH WRENCH ONLY. I. ALL REINFOICGED CONC.RL•TZ SHALL DEVELOP A MINIMUM OF 26 DAY LA■SORATORY LOWER RUNNERS. PROVIDE STANDARD PLATE WASHERS UNDER HEADS OR NUTS OF BOLT'S a rAJRFA GOMPRES$IVE-CYLINDER STRENGTH OF 5000 PSI FOR FOUkC-ATIONS Q. STUDS TO BE BRACED WITH 5RIV&N5 PER MgNNIFAGTVRER5 5PLGIFIGATIONS, BEARINS ON WOOD � rW AND &•RADE BEAMS. U^■11 2 A MINIMUM Or 4 CONCRETE TEST CYLINDERS SHALL. BE PROVIDED FOR 6UJE LAMINATED MEMBERS IN KISH WIND REGIONS, (40-110 MPH) N � EACH IOD F YARDS O1-EACH CONCRETE STRENB N G51TNDER9 SMALL BE CONNECT EXTERIOR WALL STUD TO THE SILL PLATE WITH A 51MP5CN 0520 STRAP WITH MIOR AS FOLLOWS I • l CAPS, 2 • 2B DAYS AND 151TE GYRED GYLINDE R I (SLUE LAt-IINAT'ED MEIN 45 SHALL CONFORM TO U.B.G. STANDARDS 2512, 6-I00 AT EA END OR APPROVED EOUAL AT MIN 4'-O. 0.0 r.l PIRIDR TO REMOVAL OF FORMS FOR SLABS AND BEAMS. AITC 11-1 AND MANUFACTURED IN ACGORDANICE VMTH U5. STANDARD P5 56-73 AT E>'rZRIOR WALL, FLOOR-TO-FLOOR C,ONNECTION5 USE A META AT MIN 4'-0" O.G. il•1 3. CONCRETE` CYLINDER SAMPL-IN5 AND TEST)N6 SHALL CONFORM WITH ASTM MEMIBERS LC55 THAN Ib-INCHES IN DEPTH SHALL BE 20F-V4, MEMBERS AT EXTTiR(OR ROOF-TO-WALL CONNECTS PLACE A 51MPI501. HURRICA, C T!e AT EA. ROOF 5PEGIFICATION5. MEMBER. 4. CONCRETE FORMS, MIXING,PLACING ALD GIJRINb SHALL GONP'ORM TO THE 16-INCHES OR ASRF_,ATER IN DEPTH SHALL BE 24P FRAMING-V4. Py AGI MANUAL OF CONCRETE PRACTICE AND ITS SPECIFICATIONS. 5H 2. ALL CLUE L-AMINATM MEMBERS SHALL BE NOTCHED. APED AND �� W 5 AT AREAS OF VePRZ4351ON5 FOR 5LA155 AND BCA-15, PROVIDE MINIMUM FIN15HIED A5 PER PLAN3 AND 5PEGIFIGATION5 AND SHALL BE FABRCAT•LD �d F THICKNESS OF DEPTH A9 FOR ACJACffNT AREAS UNLC`,S OTHERWISE SHOHN. WITH WATERPROOF 5ILUES LIGHT METAL PLATE CONNECTED WOOfT TTRU55E5 b. 5rKJ1R1. ALL SELF-SUPPOR"'NG 71-489 AND BEAMS UNTIL JOB-:d11REL 5 ERECTION OF MEMMARS SHALL GONPOIRM TO AITC SPECIFICATIONS CYLINDERS INDIGArE A MINIMUM AVERAGE OF 100% OF THE DE5I15NATED 4. P1R/7VIDE !TANDND ARD Ib00 FOOT RADIUS CAMBER UNLESS OTHERWISE 1. 1IRUJSE"SHALL COMPLY WITH T U.BG 55ECION :'SII pIVi510N !II ANC ALL MINIMUM CYLINDER 5TREN6TH NOTED. PROVISIONS OF THE p¢S16N 5PEGIFICATION FOR LIC-H' METAL PLATE ". T SLEEVES THIROIISM BEAMS AND SLABS FOR MECHANICAL LINOS SHALL BE 5. CERTIFICATES OF IN5PEGTION 01 AND 02 FROM AITC, OR AN INDEPENDENT CONNECTED WOOD TRL/SSE.` "I�OP THE TS PLATE 1Ni5TITUTe LxCLWT AE, t G D FABRICATED FROM STANDARD WEIGHT STEEL PIPE WITH ANCHORS AS TESTINI6 LABORATORY WILL BE REQUIRED. OTHERWISE NOTED. UU APPROVED BY THE STAINECR UNLESS OTHERWISE NOTED. b SHAPE TOP OF ALL 6L UE LAMINATED MEMBERS TO SLOPE OF RCk7F 2. ALL TRUSS ANSA COMPRESSIVE MEMIBER STAY BRACING AND GONNEGTIC'N5 b ALL C•OBrRETE JOINTS FOR GA_AT-IN-PLACE BEAM WALLS, POUNDATION9 7. BEAMS CANTILCV152INS OF CONTTN'10US OVER 7N[ OR MORE St/PPORT5 SHALL BE MANA•ACTUR)ED BY AN APPROVED MANUFACTLWER + AND SLAVS NOT ON GRADE SHALL ST RQPLAUISH TEXTURED WITH 2x KEYS AT SHALL HAVE EOUAL BE01N6 STRESS RATING IN THE TOP AND BOTTOM PACES. S. MEMBERS SHALL NOT EXGEEC A LIVE LOAD DEFLECTION OF L.^R60 FOR ROOFS CENTER CONTRA('.TOR SHALL OBTAIN ENGINEER'S REVIEW ON DETAILS OF ALL OR Ll600 FOR FLOORS OR NORK:IN6 STRESSES FOR THE APPROPRIATI MATEIFIA_ C) C t- CONSTRUCTION JOINT'S PRIOR TO CONSTRUCT10N PR-11N5 LUMBER UNDER A TOTAL LOAD OF 1'14 PSF FOR ROOF MEMBER UNLESS NOTED OTHERA15E 4. 7WLS5 MANUFACTURER SHALL FURNI5H COMPLETE ENGINEERING SHOP ALL FRAMIWS,LUMBER SHALL Be DOUGLAS FIR-LARCH OR HEM-FIR A5 NOTED BELOW DRAWIN&S WITH REE 15rEREC PROFESSIONAL ENIBf41rR'S WEAL SHOP y AND SHALL CONFORM TO THE PROVISIONS OF UBC. STANDARD 23-1 AND SECTION 230'3 C'RAWIN&S SHALL SHOW CLEARLY ERECTION PLAN AND ALL 5TA"I' BRAGINE� r'OR TR115:: C� CONCRETE REINFORCING STEEL --- COMPRESSIVE'_ ME"BER." FORCES AND GOMBINIMD 5TRE55CS FOR VERIFICATION, SIZE CLASSIFICATION DE51ON VALUE (PS.IJ SUBMITTAL SMALL ALSO INCLUDE ALL ICBG APPROVAL_ INFORMATION 1 ALL REINFORC.IN6 9TIMEL FOR GONGRETG SHALL CONFORM TO ASTM A-bls GRADE b0 O ALL HELPED REINFORCING STEEL, MEAL IW5ERTS AND CONNECTIONS -----'-^--"--"-----------"----- ---- -^----------- ----- --'--------`- NINEGTION PLATES SHALL DEVELOP THE FULL STRESS IN A MENKiER ` 5 GO SHALL CONFORM TO U.D.G STANIDARC NO .9-2. (OM&LA5 FIR-LARGHI -- WITH A MINIMUM TRANSFER AT ANY MEMBER OF 2000 LBS. A EXTERIOR WALL 5TUD= b THE TRUSS MANUFACTURER -HALL. SUBMIT GERTIPIGATI=S FROM AN � 3 A REINFORCI R-NNIMVM UNLESS OTHEIfWI�iE 5F10NQd ON PLANS) •"•+ A RGINFORGIN6 FOR WALLS STUD 6F'ADE Fb - bTES INDEPENDENT TESTING GOH'PANIY THAT ALL TRUSSES DELIVERED TO J0851T1= t■�� b" - VERTICAL 04 • 12° O.G HORIZONTAL 04 • 12' O.G. Fc 625 CONFORM TO APPROVED SHOP DRAWIN63. GO5r OF ALL Tg5T GERTIFIGATES rr.l (!) C E 400,000 SHALL BE BORNE BY THE TRUSS MANUf AGTURER AND SHALL BE :�IJBf 1ITTED b" - VERTICAL 0S 1 12" O G HORIZONTAL 05 • 12" O G � O C B INTERIOR WALL_ STUD5 PRIOR TO THE START Or ERECTION � m `[ 10" - VERT'GAL 04 • Ib'OCEF. HORIZONTAL 04 • f6' 04 623 7 CONNECT AL.L TRUSSES TO SUPPORTING MEMBERS WITH MINIMUM ►d �.4 � 2" - VERTICAL 04• IZ" O.C.EF, HORIZONTAL 04 • 12' O.G.E.F STANDARD OR lElETTLR Pb ' B. PLACE 2-41r, CONTINUOUS AT BOTTOM, TOP AND AT DISCONTINUOUS OR STUD ErRADE Ft • b2S 151MP5pN "H" ANCHOR AT EACH BEARING PGINT O E'ND'S OF ALL FOUNDATIONS ANIS WALLS, E • 1,400,000 d TRUSS, MANUFACTURER SHALL INDICATE LOCATION AND TYPE CF G PLACE 2'-0" :, 2'-0" BARS AT CORNERS ANC INTERSECTIONS FOR WALLS ANG• C. �15T5 ADDITIONAL EASTERNERS STRAPS AND HOLDDOW� IF REQUIRED FOUNIDATION, EOUAi IN SIZE A00 NUMBER TO HORIZONTAL REINFORCING, NO I Fb ■ 1350 D PLACE 2-05 OP{MINI& WIDTH PL115 50-,TOM:TOP A50-,TOM: F v 15 TOM;2- x 4'-C" 1,600,000 DIACONAL BARS AT EACH CORNER Or ALL OPENINt3 D BS TRUSS JOIST PROVLk T5 EAM E ■ E PLACE 2-05 x OPLE:NINIcs DIMEN51ON8 PLUS 4'-O" EACH SIDE OF ALL OPENINC75 NO I Fb - 1550 I ALL TJI JOIST'S AND MIGROLAM/PARALLAM BEAMS AND HEADERS SHALL GOMIPL"' AND 2-05 M. 4'-0" DIACONAL. BARS AT EACH GORNM OF ALL SLAB OPENINGS CAREATER THAN I'-6" IN DIMENSION Fv - 42 WITH ERECTIMANUFAON ('S 51-EGIFIGATION. 4, ALL VCLDEP WIRE FABRIC SHALL. CONFORM TO ASTM SPECIFICATION A-ISS. F� 425 2. ER,1 MAN AC GRIN& RE OM EN ALL JOISTS AND EEA119 SHOULD STRICTLY E ■ I,b00000 FOLLOI� MANiIUFAGPJRINIb REGOMMRRRrDAT10N. A ALL WIRE F AHRIC SHALL BE SUPPLIED AND LAID IN PLAT SHEET'S AND E PORTS S. ALL TTRL155 ENC AND BCARIN6 LOCATIONS SHALL BE BLOCKED/BRACED. SHALL BE CHAIRED TO PROPER POSITION IN SLABS. LAP ONE PULL MESH PLUS ON SIDES AND ENDS. NO. 1 Pb ■ 1200 SPECIAL INSPECTION - PER UBC, Ia1A4 I'TOU 5 ALL REINFORCING STEEL SMALL bE DETAILED, FABRICATED AND PLACED IN E ■ 1000,000 F BLOCKING, PLATES 1 BRINGING INSPECTOR IS t0 BE CONTRACTED BY OhNVER, ENGINEER OR ARGIHTEGT PER ACCORDANCE WITH AGI PETAILIN(S MANUAL 515, STANDARD OR BETTZFt Fb • 600 CODE REOUIREMENTS. A ALL REI CINg5 IN6SHA 5TIOL SMALL BE ACCURATELY AND SC E CO Y PLANED. STUD GRADE PG • 615 SPECIAL INSPECTIONS SHALL BE PERFORMS„ ON THE FOELOWIWo WORK: B REIIVFf�tC,INuS SHALL N07 BE SENT OR D15PLAGED FOR THE GONVENIENGE: E ■ 1,500,000 '� CF %TIKE TRADED%UNLLR55 APPROVED BY THE STRUCTURAL ENGINEER. G SPLAY "INFORGL AUN INE STEEROD OPENIW7,5 WITH I' IN 10' SPLAY 2. ALL MEMBERS 3x OR LESS (LEAST DIMENSIONS) SHALL BE MAXIMUM Iq% I MOISTURE S.ONTENT CONCRETE PER UBC, 5TANDARV 14-5 (FULL TIME INSPECTION) uN1-E55 OTHERWISE R 5 PROVIDE SOLID BLOCKING A$ SAME DEPTH OF THE LL MEMBER AT APOINT'S I 5LUIMP D MINIMUM DOVEERR rFLONI CONCRETE SURFACES TO REINFORCING STEEL OF BEARING SOLID BRIDOIN6 • C'-O" OC. MAXIMUM SHALL BE REQUIREC 2. 5TRENSTH SHALL BEI 3. AIR CONTENT WHERE 501575 HAVE A ! TO I OR GREATER DEPTH TO THICKNESS RATIO AND 5,, +- I!2" TO BOTrom 0t' POUTING WHERE ONE EPM 15 NOT HELD IN LIME BY SHEATHING, WALLBOARD,BRAGIN64. REINPC7R�:IN6 STEEL GF_ , v� 2' +- i/4" TO EARTH FAOP WALL ETC iAMM I� I' •- l'4" TO INSIDE PAGE OF WALL 4 ALL PLATES AND LEr)CZRS IN CONTACT W1TH CONCRETE OR MASONRY STEEL V y. 2' +- 1/4" MAIN STEEL BEAMS ANC COLUMNS SHALL BE PRESr'AJFtE TREATED PT LUMBER SMALL BEAR THE AWPB OUALITY I STRUCTURAL STEEL WELDIN6 (FABRICATOR,EREGTOR E,I„IBMIT t TO 4$PEGTCR Z W 5/4" +- SLAB TO TOP AND BOTTOM SURFACES CENTER Or SLA135 ON GRADE MARK. 2. HIGH 5T'R"NOTH BOLTING NEC 3EGTION 1-101,6> ' E LAP ALL BARS A MINIMU 1 OF 'S6 CIAMEIERS EXCEPT A5 OTHERWISE NOTED III- 5 POt1BLE AL.L JOISTS UNDER ALL PARALLEL WALLS. 10 r- ELECTRICAL CONDUIT SHALL BE PLACM NEAR CENTER OF SLAB 5 EPDXY OR raEGHANIGALLY FA511LNILD ANLGH40R BOLTS I b c.�E SCHEDULE AND DRAWIN65 FOR NAILING RL`OUIREN•fENTa MASONRY � W Z INSPECTION R!OUIREV FOR MON-GONTINUOU5 INSPECTION m STRUCTURAL STEEL AND MISCELLANEOUS IRON I ALL PRISM TEST PREPARATIONS 417RUGTURAL STEEL SHALL CONFORM TO ASTM A-56. a. GROUT SPACES PRIOR TO EACH OPERATION 5. ALL &ROUST INC OPERATIONS Q W STRUCTURAL TUBES SHALL CONFORM TO ASTM A-900,&RADE D,Fy ■ 46 K51. 4 PLACEMENT OF REINPORCINQ STEEL 5. ALL FABRICATION, ERECTION AND IDENTIFICATION AND PAINTIN&OT° Q O STRUCTURAL STEEL SHALL CONFORM TO AISG SPEGIPICATIONIS- DIVISION V1ll (LRf■G) OR xRUG 1000 GONSITION a O DIVISION IX (ASP) ANC UB STANDARDS NO. 22-1. -•HEARWALL AND DIAPHRAGM NAIL14S � co -t ALL VIELCIN+9 SHALL CONFORM TO APO SPECIFICATIONS. A ALL L*CLDER3 SHALL BE GERTIFIEC UNDER Ai-t5 SPeCIFIGATIONS. 0 B. vIELD5 5HALL BE MADE WITH E70 SERIES ELECTRODES UNL.E99 T 15 THE CONTRACTORS FOR INSPECTION f TO CONTACT THE INSPECTOR, OTHERWISE NOTED. 124 HR MINIMUM NOTICE) FOR INSPECTION SERVICE`S THE INSPECTOR SHALL a W BE PRESENT AT THE PRE-GON5TRVC•TION MEETINE TO GOP.RDINATF- WORK WITH THE C. WELD TESTINO AND INSPECTION SHALL CONFORM TO THE MINIMUM CONTRACTOR, ENSINECR AND OWNER ALL INSPECTORS, SHALL BE CERTIFIED TO O m REOUIREMCNTS OF THE AW9 DI.I ANG A15C PERFORM NECESSARY INSPECTION DER CITY OF PORTLAND CERTIFICATION REQUIREMENTS I D THE STEEL FABR RICATOAND ERECTOR SHALL DEVELOP A WELDING PROCEDURE S.>I°EGIFIGATION (NPS) PER AW5 DI.1, FOR ALL WELDS - SUBMIT WRITTEN COPIES TC THE INSPECTOR FOR REVIeH, PRE-FABRICATED GON9TR14TION c DRILLED-IN ANGHOR5 SHALL BE "RAWWPL L-STUD" BY RAUO INC, CER -` ----- -- APPROVED ALL PREFABRICATED CONSTRUCTION AND MATERIALS SHALL CONFORM TO UEC, 1444 5TANDARDS. BID ISSUE DATE: b ANCHOR BOLTS SHALL CONFORM TO ASTM A-A25, GRADE A PRE-FABRICATED I iA,A)FAGTURER5 SHALL 5UPI STAMPED ENGINEERING C'RAWIN65 AND 1, ALL BOLTS TO BE A525(X), UNLESS; OTHERWISE NOTW GALGULATION5 IF I 1Z. i'$SARY OR APPROPRIATE INDEPENDENT TE$TI146 AckeNGY APPROVALS -- _---- G SHOP PAINTIN&- PAINT 5TRJ CTVRAL STEEL WORK, EXCEPT MEMBERS OR FOR SUBMITTAL TO ~'.L ENJ6INEER AND,OR eUILDIN9 OFFICIAL. JOB NO. PORTIONS OF MEMBERS EMBEDDM- IN CONCRETE 00 MORTAR, AND CONTACT F!q fir, AREAS TO BE WELDED OR RIVE'ED GLEAN STEEL. FREE OF LOOSE MILL SCALE, RUST, OIL AND &REA5E. APPLY PRIME PAINT TO PROVIDE A MINIt•1U-i pRY FILM PLOT DATE T-HICKNES-SOF 2 0 1111-5 SHOP PAINT 5HALL BE 55PG - PAINT 2 TOUCH-UP 1-28 9S PRIME PAINT AFTER ERECTION. GLEAN FIELD HELPS, BOLT'EC' GONNBGTION5, DRAWING SCALE AND ABRADED AREAS AMC APPLY SAME TYPE PAINT A5 USED IN SHOP I" _ I• DRAWN BY! -- ARD SHEET TITLE: - - GENIE.R AI. STRUCIUFAL NGE SHEET NO. _S1.0 HUP97-U545 14250 SW Barrows Rd. " 17 of 25 , -TTTiIr- III i l�lll�l I�lll I I�I ill 1 I�III�1 1�11r�T 1�II1�r t�1ll 11�1I1�1 1�II1�1 ILII I I�1II�I 1�1II I t�llt�t t�tlt 1 t1t�t�t t�1 t t I�ill�l 1�1�1�1 IIIII�1 1�1 1 1 IF THIS DOCUMENT IS LESS II � I I I LEGIBLE THAN THIS NOTATION, aJ___-�L_.�-----I--- .__- 1_ ------ -`I �_!L_ I �I l •�� 11 .. I �� IT I. DUE To THE QUALITYNaso - I J"< THE ORIGINAL DOCUMENT, ►�►►��z��►�►8L� II�I�I�� IIIIIIIII IIII�II IIIIII IIIIIIl�lllIIII�IIIIIIIII�III�IIIII�I�IIIIII ,II IIIIIIIIF1111111111111111111tc � lllllil I 11 II1I IIIIIIII11111111 �IINil l 30X r F 21'-0" 2b'•O"' Zb'-0' 26'-0' / M �� A v/ _ _ ____t_ _ - --- I -*...� _ _ _ _ _ _ _ W II II4 U \ \ ,_ w U. 4" GONG, 6.00.'A H SAUJCUT 1/4" x 1" ZIP STRIP �'g• I I I I I 1"u 1«/cy PISI,"RNOSH � v OVM 4'Co"A470 LL __ II II j 'i OR ` I I I I I • V IBJ ' 0 11 i II II I I I I I 5 TYP I G AL CONTROL JO I NT5 PR� I GONG G J. 92.0 NTS I M UJ�t.O. I 3!883A�f/ 1 II II I Q ' , ;•�• ,� I � oREca►' ' / I II II I / 1 ( I I I i I I I I I I rs 4"x4"x9lD• fi �° g2 I I I I m U.N.O. I i GONG G.J. - 00 I I 3 I I I � �� to CQ I 1 j CIDD m I II (! p 1co) m ! TYP ^ ,,"",, Ln 0 .r O w 1/4 T°3 4x4><'f/a" r 4 �� a - COMMON BRICK L.241-►0 �l��m/iw°la s I� I I 1 12•mdm STRENOTN I O SHRINK I _ 4 EXPANSION JOINT-- I ► , eRouT N ''� 0 . 4:r=D 105 WALLS SOLID T11T° A Z4a.,0 1 4 1 ITh• •I ,.� I I I I I I I • n o 0 0 O •0 •0 0 0, ry 25 1/4' 11 I I 4 BRICK COLUMN FOOTING 1 ; +• 9�.0 � v o PMOW4 U c 0 "o"o//x r �. 0 2.0 1 U o 0 DRIGK$HEAR WALL -- FOUN©ATION PLAN SCALD ua••�'-o" 2xb WARNS WALL -- •...�--- —�'^ PARTITION WA.L-•--- �b• 52. O.G. " • 92"O.G. VERT. fD'STRUCTURAL ORICA. WALL GROUT ALL M.LS M r a «S• 52"O.G. MOR. M •!• '2'O.G. VERT. FLUID A MPL11V , WATLI!PTfDOFIN� D STRUCTURAL. BRICK WAW. ®ROUT ALL GSLL9 TYP «s • '!2" O.c. «s • 92. 04 VERT I r, _7 W VOL"GLAY R7t • ' �TI1IbXTURALE�SISlIICKP WALL J KA1"R1TOP x ' ' . 1 !0 0 0 0 0 0 r 0 r Q Z ° W Z 09 b '32'O.G.NOR. }� «S • 3?`C.G. MOR. .• ° � V O x GRA ROCK K F-Y f=1_AN W inn ti •. t� • 0. 80 45 • 52"04. •� •. ° 0 0• 0 VO O e• " O O 0 O Q ° f O r _ W • 1 • . ' , �0 9/4"MIt+AJb °, • ° 3/4" MIfiU9 — �o G11Jbh1ED HOCK Loft* =ROCK in CLPAZ�A J BID ISSUE DATE:- \-9 03 X CONT JOB N0, Ia S rD x CONT. ID" \_S «S x DONT. 97-5142.25 PLOT DATE 1-28-98 A.MTW* , DRAWING SCALE: i THICKENED EDOF. FOOTING � THICKENED EDGE FOOTING THICKENED FOOTING F^"e 1• . 1. DRAWN BY: O 0/4" • i'-0" 82.Q► 9/4" . V-O" 2.rJ 914" . P-O" ARD _— SHEET TITLE SHOP BUILDING vj FOUNDATION PLAN i , I SHEET NO. `Y CONTRACTOR TO d&RIF't" ANC CHECK] ALL DIMENSIONS AND ELEVATIONS / S2.0 • WITH ARCHITECTURAL DRAWINGS BUP97.0545 14250 SW Barrows Rd. IS of 25 tik •. �.• 8_888. ......888_8..r.,...-,•,8888 .. u.... ..._e. ....y..we-1TY•M1t�wM..MYId.Yns.n.+M,.a..'....y/4M+... .-.• ....,�r.Y..... ...8888_...•.r ..tl1'^•M-�.'�FYMMUMA.an.+)�>ti.Y.�M,..w+. . .......��auMr"r.wA",ns w.l:... ..r,.W�,^�y�. .. Mt�J. •'Fw tY.V.(r.r.wr...«..,1^.Awsnww+ww - 8888...�s.B,. ... .�. ..,.n. v ..i� n. .. •.y...AM• ..r .. • -�... w '.'T" siw.. 8888 ._ r>.wa.wn-. 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V 1 Q 1 P I 111 VIP GOW �• y• il� �• �I I l � • I• - - ; XP. 6J30/99 1 1 '111 pl 11 I i �-----Ty 4x4x5(b II 1 ' I T34x4x5/b TYP _ Ill III I l /• -T1:'K SGRL�YLS -TEIC SCREWS • O ►o It EL 6 5/4x44 I 1 01-6 5/4x24 1 1�_ 15L 6 5/4x.24 !�.6 5/4x2 6i.6 5i4x2 - _ _ - - - - p� M c II Till, --Ib Q nl 111 1 1 � 8 , I I 1 I (2) IDHDS600- IbDL T600 TRACK- POWL'ER AGTUATEC' '�"► N rA„�TENL■R3 �■� �•1 tG ao O' T I/4 t0 t0 � 52.2 III III 9 � � C7 G'� � 521 I 1 1/2' HIGH STRENGTH ,�IJ III l �) IIi I NON--WINK GROUT - 5TEEL PL 3/4"xb"xb" s♦� 1L7 I 1 1 I T�'P• �y¢ _ _ II, Jin - ~ T(�P OP IN/(4) 5/4"m BAWL STUDS In j Y• III ;t• III I Y 1 p d 1(1 '' y' 111 111 Y • I ► N IQEFf.R TO ARGHITF.G''nJRAL � i • f� • (3. --- , ----1=-=-- d r-------- t --� i • FOR ALL DIMENSIONS r - - 111 Ir--------�1f=_-•-'"---�1 1 1 I I p�.�j r. ' 11 11 I I 11 I I (I f 4 . I 11 I I PI lil 1 1 52.1 II 11 ii ii I r~ 118ROUT ALL MASONRY- I 1> I I l�RING WALL -� I r- 5..� 5 MAIN ENTRANCE SECT I ON c� I 1 WALL SOLiD TYP I I I 1 1 -~--Tylp - I I U I n 4 � Mr' O ---PER ARCHITEGT 1i I y 1 ' r .♦x X3.0 92-2 52.2 / V O O TYP TYP. � �+ O 5/4•'m RAAL-STVD -� Ib" OG. (2) ►►9 DONT,-- -----16OLT60O TRACK --\ -rex R METAL FLA5HINIS /- PER ARCHITECT d Fe I I -•-METAL FLASHING I6HD5600 • Ib" O.C. PER ARCHITECT / _ 16DLTb00 // -L'2"• x O' Ad• Ib" O.G. 1 1 (2) ir5 DONT. "- 113/52" APA RATED ROOF' GROUT"POUKET SOLID TEK SGRFOALS �.,HEATHI49 W TEK SG►CtVVS AFTER INSTALLATION • 4` O G EDcriE8 OF BEAM � � � ; CAULKING 'K2 i FORRM-MALL ARCHITEGTURAI_ Z � 15/52" APA RATED ROOF FOR ALL DIMl11910N8 5EE ARCH. SHEATHINt5 K/bd • 4" 0.6 EDSeS 0 W Z ---- � l --5/b" BENT PLATE WITH 1111111011 0 M U 0 5EE ARGHITEGTURAL� 3{ b S/4x24 -- (1) 5/4"m A525 50LT AND ` NEL50N 5TUD5 16HD5600• Ib" O.C.- KEY PLAN o Z w POWDER - -- , - -- - a 00 AGTUAT'ED a (I� RRAPC S%TVIM FASTENERS - - ----- -- / 6l. b 5/4xlb 24P---- _--- -..--- 82.2 �1619- � Q 1EK � cc -IbOLT600 TRACK .._. 5r 4"m R-All -11l D ---IWLT600 ?RACK 0 m • - • Ie G.C. 1 I Y-�0 I 2 IOMT60C _ - --P WEER ACTUATED N F" 16HP5600 - - ` - PAbTENERs ADA - / I" NON-SHRINK ISROVT BED � I TS 4x4x3�b � / -IlZ+41D•�bOc • �b° o c--� I C�\ WD ISSUE DATE: IEK SCREWS -'�,.-..._M9• 52" O G. T$K SCREWS / --------- � O. (2) iq 5Ai25 x 4'-0" "IDB N2. 97-5142.25 \ UNDER SEAM I PLOT DATE: S .. NBCItT,ok� DRAWING SCALE: 1 52.2 i , >}'• .p' DRAWN BY:OVERHANG SECTION �f `' �� ' � GL ® BRICK CONNECTION * , _-_- ARD - ___- _ _ �-a,e 1'-0' ,; I r t.� � 5�,1 3/4" • %o" r"�,#',�' MAIN ENTRANCE �EGT10N �'' SHEET TITLE ___..._ -- _�' : J ., , r`.y' , .I D/4" I'-0" p, �- SHOP I IDINf, �� y� e A :`j fr' 4 SJ�'i c.: 0 '' �� }► ROOF FRAMING PI.1 _ 4 r i ti: pg�j�t �p« F r�:I`'s '�� 's r, - t 1N t iW��'' ♦'.'r' icy. r Au" ti,::'il�••� ' �. +Ft,.t;�q� , ?.,"li - :� 'i ��t'r�a''? �'S-4 � � '�t'116� „t• • .�p _.y`..+,t: _ , I, ! .ir. . ;'it• '.!T �E' y/ �r. ;'Y A� tb'►/y m1� +i'.• 41.�tif„ i V - -, l SHEET NO. ; 5 'tM�t•.•,- •` < ,. \..A"i"IN s? J N 'Y '�"�N+y4. .:r „✓` �: s�rl.J, .'�� !. Y 'A y !`, ..� .Tf 4 S 11ti ..tl!�,' 1%. V v!�t�i ?. �t" � _ Y dit'�I`f^.. .J:aC'. . •n,. �L.. •1.:., :.! ..'" )7. 'd,1J :� .,.E A, r: �$ty iM�i �, fY{'�+ ,�. �� '+i.�•5. .,r�l.r'� rt ;.I,; a` ,:-.":+ •Y .. •.' '.,�.:"�;i� ri•.2. '•.. ,-� ' '^ -.. �.. t ', , . .� y,a ,w. ,i•I"' .r.- ] !'1 ..L 1, •.x , ,.. +. fie". ., y.'^4 �', rte" ,�'4 f5 �' .-tee. �• '..�,.� 71k' A s t, �•t � - - - - - - r \ •" T .{:�i.al"+:.'. t ♦9i:•j� 4. ,t.uj�:xq'�' "]iY �. .., .1[t:A Y 4 ny' 'rr ,tl_'N. �;" :y �' , ky\. .,p.. S' .r.Y .. .� ,, '� r .. -i"r.� aenf,"2 _ ., 4 h k .r., •1♦ ;:,,17• .,1'0 �, , y ,.►l �r,'•lY.,,_ :J+x ;' CONTRACTOR i0 VERIFY AND CHECK e 6, :"�i' t'. r, {4 � +. r. tt.t d' II •t ,1' 1�• qr:1 y ,• a•., '1'YM1 '. �• J /,/ / �../ 2■1 �.,-, •,...,. l'' - .:',�:., �.�. 'y ti '� ,r?. 4 v. a M,M•• t'*' /'p"J' + �` �• pfi.r ..t a „! ( e / r,: l wr • ' ti' * ALL MIMEN5IONS AND ELEVATIONS 111)1'97-()545y G WITH ARCHITECTURAL DRANINCvS 14250 SW Barrows Rd. .iea�'1m r,y `. r �,Wt � " } • Y 11)of 25 d ti , s�. F ?v ... - ---�_-.-,---_�-_. ._ - 1 r itU■iti�i■e,y, -.....-, ...w,,.....ww.�........«..^'#f!A"•..,...... .,-...-"-.,..•,..... ,...,. .-_ .,....._,- -......".,.,.ire,...�..�++"rt+w.Www.•+++w•....+..,,..:w..wrwn..w++IrMrAIIMa'^A+Mr:. -,: .•a.. ...::. .,....ww.r,rm _,..,....,�.�:.:........... .. ... ..._.. ......._......w.r�..•., « . .. ,.. ,... _„„,Y .. .,. _ _ ...,_...... .-.__.. .. ....._. _._ ....-.._.... IF THIS DOCUMENT IS LESS 11r Ili 111 III III III 111 IIII III I VIII III 111 f�-11111 111 111 I 1111 III 111 III III III III I 1 III 111 III II I III 1�111�1 1 1 lI? lllll�lf,1 1 III III 111111.1IIII III IIIJ,I�I,I I_ll 12 11--� I 11 I l 16 I ! 18� I I 1 'I I jb IT D THAN THIS NOTATION, H1,1 IT IS DUE TO THE QUALITY OF NO.36 ••_,.r_'-' / THE ORTGIPIAT, DOCUMENT. gZ A�Z LG 9iZ �Z 6L £L c�L TlL OIZ LI t I IT BT Cri Ti �8 L llIIII IIIIII lilllllll IIIIIIIIIIIIIIIIIllltlll IIIIIIIII IIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII�IIII�IIIIIuIIlI111IIlII�tI1I1I1111u1 IIII IIII�II IIIIIIIII IIII IIIIIIIu Int Iu1 191nnll nll�lnl Inl�nll Ilnllln III 1111111 nlllultl r • I , REVISIONS -15/32" APA RATED ROOF CiL 6 3/4 24 24F- 5HCATHIN6 1"Ubd • 4" OZ, ED6E5 x h i • � I _ 3 '-- �,. W t;ENT F! I r (5i •'5 Eb. i .�, - T I /� x315 i3JL.T9 % � Ek13TINCt ° ° 0 ly 0 5TRUCTUF;t (�� 3/Ib. N 1/2" G453FT PLATE k - T54x4x3/b _3/4? T7 LL - LL o �. �■�■ oc uj FLAN SOLDIER COURSE PLAN 0 Ill? 5 CL t8 T54x4x3/8 CONNECTION BUILDINc,� CLEARANCE>r4 • EACH CORNER3�.23/4• • I'O" am rI I PER APt +4iTWT 1 \ E.WANSION L� 13,883 \ • PER ARCHITECT 1 .101NY 11 ' 4"..` __ I• 0 OREGON I- ••• i LME $�%yy !D/!!Z AIM,A RATED ROOF 5H!-ATHIN6Lu • �: . .: h 7 1 ! FIOE7ih£v11 W/Erd • 4" O.G. codes ° ��•�. ° _ - _"1 2! iJ CONT. `� `� r Lr • _ . - Yrr 3 1/D" k .4'PAIZALAM F.XP', 6/30/99 14" TA 5SC t t w o 5;4" MINUS '� T CRUSHED ROCK NS • EACH p LEC6ER".ONT"► � � as E.A. CORNER ^ �^,� �1,P'1Pv0►1 HrrAZL+ --- IS/5:" ARA RAt ep -r,r / ROOF 5HEATHiN9 �•/ C Z` Com." SECTION 1x BLOC-KING (2) 5/4.9 .. REOD 4"TJI SSG CR 14" Til 55. :WL-STUD• ID'U.G. ` r 2x BLGGKIN6 AT - r. 91M CONDITION 1-••� I ` 55,1CK GOLU�"IN FOOTING_ 2 TY�=' RAMP DETAIL 52.2 �• 52.2 %-S-IMPSON THA•422 �„ cC1++ MAXIMUM NAILING �� r' • WI TJ C BEARINO WALL -__—_ _ _ d� TJI ® BRICK _ T I� GONNEG i N —2x 5TUD5 • Ib" O,i� \92 3/4" ° I'-U" 52.2 Sl4" c �-TS 4"x4"x5/b" - - I/2'9 eXPAN510N BOLT / • 46• OG is 3/41 �-ED) 1/4 GROUT M)LL REF F~' 2x PRE53URE TREATED F'L, f H F I 1 I/2"H!fsN STRt'_N6T1'i ' I grrEl ►'L. 3/4"xl8"xlb" v NON-SHRINK GROUT I I 1V(4) 9/4"4) RAWL STLDS I'M. STUD5• Ib• O.G P SCE ARGHITL°GTL'RAL V) MR • 12" O.G.- I I 1/2' EXPAN51ON JOINT EACH WAY I12. + • 0-0 J 0 o O ° c ,o --- _ - Z r r--..—I G o 0 0• o JOINT ,. u f.• I '-v3 O: f� _ n II �° SIR I ir� Ii b" WALL_ 5 MS x DONT. y II D I � I � � •� �" `;. .. , • � � � _I- i -:r� � �� `•-i 05 1 24" O.G. _ �1 ,32" APA RA • � O f • TEI� ROOF rR�''� J C I 0 ". �• '► E+eATHIN6 PVbd! 4" O.G. EDHC5 V4 1 ,*,� �• G • " G t " •' 30 5/4" MINUS ' " •� or ., " t . CRUSHED ROCK !0 •" ° I �� a O O -n 1Gv G O • 'r: O O O 0 O O 0 0• O O . ••• • f I M ,� ,"^,• P ,o G 5/4 MINUS , - 14" SHED ROCK ---- �• 5IMr'aON THA4= MAXIMUM NAILING TYP COLUMN FOOTING 4 TYP WALL FOOTING 32.? - - 5/4" : I'-V — BL b 3/4 x 24 241' 52.2 5/4' I TJ 0 OL CONNECTION I \52.2 -- - _______�____._a/4" ■ I'-O" V,1 z 0 ' wz - 50 Y.a W a a CC a00 FatR_WAP - ---_ - - -- a w (A � H T, l BID ISSUE DATE: — - = JOB 41 —= 9'--511 2`• PLOT DATE.- 1-28-98 ATE ` 1 !-28-98 DRAWING SCALE: • .. •. "C\x = PAI)B I• F I" DRAWN BY: �. :.1. imp r n ---- ----`_ SHEET TITLE: 1 •�ti -� r' - 1 r'':t: »i �' r,,, �' -�c.::�,,, �:' r y,, �y"�'",x. - •_. •v. ', "t, . _ .* \\ STRUCTURAL j••s t !., �F �. � ,@,�•i:. DETAILS ' 4' + 3• + r : ";t I SHEET NO. r qh. t• _ _ ___ __ �' ✓ " .fi 1. CONTRACTOR TCS VERII`Y' AND GHEGIK ALL DIMENSIONS AND ELEVATIONS !, S2.2 ' t Y4:• M 14250 SW Barrows Rd. r r • t• ,. WITH ARCHITECTURAL DRAWINGS` • r• IF THIS DOCUMFNT TF LF�S IT Ilf III III III III III I I III I I III III II1 111 111 II1 IIIII I III III 111 III III III III I III III III III III 111 111 1 1 111 1�1 1�1 1 I III III 1111111 III III III I I it t 1 � � 1 � 41 � 11 �1! l � s LRGIBI.R 'PHAN THIS NOTATION, 11' IS DUF TO THE QUALITY OF --- St r -- - �l _` No.JE A'�•'�1M^ TIIF ORIMIAI, DOGUMFNT. --� 1 T� TT T T TT _ 1 qe A+L eIG LL 9G ale ++ 6L C L I TL I OL 8t BT Li 191[ 14i 16[ I fi[ I Li I II q[�I IeT IL - 9 1 I9 I�E-IT'Ill IIIII IIII�IIII IIII�IIII IIII IIII IIII�IIII IIII�IIII IIIIIIIII Illi IIII IIII�IIII IIII IIIIIII IIIIIIIIIIIII IIIIIIIII IIIIIIIII IIII11 illi IIII IIIII IIIIIII IIII IIIIIItJII 4 ' ---- -- REVISIONS I I • fwkV4 UT 1/4"xi" ZIP bTRIP !I` s D _ _ - I I I z - 1PS Q , I -- - - --- - �- - ---- --- - -- - -- -- CONTROL zw � � A ) TYPICAL CONT JOI T5 N L I!I 1 1 I I 6ROUT ALL MA5CWIr I7 NT F•.Z I I �' i i i i w�►,1.1 x�LiD TYP II I � i..- c - I I I I i ---J I �1 I � 1 1 1 - v I 11 II II � I •: 11 I1 • T �un > �Vr�ll 11 �WY I II ,i II II I t I I .-GONG G.J.- 1 I GONG G.J. I I TYP U N.O. i i TYP u N.o. I I 00 m - ---------I I I 1 TIT I iI II 5 , 53.[7 I I i _ I 1I <. •�, -- ��p PRAM II 11 /' 11 TtiP 1I i I -fENG1Nr 883� �L 1 .� coNc t3, I >\ VU IM/cy FI�i'RNSH '" ✓ i i I nn « I C'VEit 4" COMPACTED IY (5 J MS E W. i' 1 n' ° ARlr I I 51-v MINUS GRU:'AED - I 1 311'1 ( L t • M I OREGON / / FOOTING TYP I I ICDGK I I 1 ' T6 5x'Sxl/4" T5 5,5x1/4" i i G.J. 53.0 I 1 , I OR bxb I I TYP J.N.O. Tb 5,5x1/4" OR bxb i, 1 I bx5xl/4 OR 6x6 I I I r i OR bxb I - I EXP: 6/30/99 cm I - - 3 I i I I 93.0 M I _ I 53.0 I I I I co 1 gIM I I 31M I I I I I FI—AN 50LJ ER GOOLRSE ;:'L-AN y fc I —----- . — _ _ I / w• CAC44 CORNER c I I 1 I I 4 , CORNER � 0 2 53,0 95.0 I k rP y co — - i0 � I REc�'C t • 1:�'� Q z � � t • r+ 1 s I N •� I FOUNDA7:QN PLAN :;GALE• I/C"�I'-O" — N �I • •- PER ARCHITECT i gni � r ..• .• . . �_ a, BRICK SHEAR WALL PLTWOOG 5HEAR WALL. -{ • EACH U PARTITION WALL -- c________________________� - -il I - (5) 05 EA. CORNER 5..0 -7-- -� �•+ 5ECTION cl) o t- 4 - ��4 BRICK COLUMN FOOTING S3\ Ol 5/4" s I'-C" • �� cu V G U a rn � TO 4•x4"x5/a° �5 • 52' O.G r 05 • 52" O.G. VERT C` 5TRUGTURAL BRICK I^IALL 1/4 , , 6RGUT FULL I • GROUT ALL CELLS TYP I REOt z I.5 • 52" O.G. HOR 1 I ��w/( /4"m SrEEL PL /4R '5TUD9 T55.Sx1/4 OR bxb i I I I/2" HI6'H 9TtEN6TH 1 1 ry NON-SHR$NK ORLOUT I I ,�— • '•^ •. r64 99MPQON HC'EA FOR GLUCAN OPTION I 1• 05 • 12" O.G i i I/2' �- 1 2" EXPAN61ON JOINT I i• •1 MM EAGI•I WAY I I / II W 1 I «I cc (2) 'T/D"•x5" MOLTS----' SIMPSON HD6A Q r — _ • (• �. Q ,O ••O -U O O o-hv yip . .A a .s •. 1) ",+ II • " ,p • r o.O O O O 0 �0 I o J z Lu d_J - . •. I I I —I I"1•.• •, O �- �" • SINSLE SILL PLAT[ ---- --- ---.___—_ --- ---- -- U —.�I p .M .. •• •, w .� ,�• � •. � RAF 2 I 1 � O p • , r g�.0 I KEY PLAN o w 5/4` MINUS I O •• n • 'n ." • • ° '• O • e ._i....1 1L� •_ • _— - __ 0 . ORA MI" _ lief --' V CRUSHED ROCK � a / GRUd�D ROCK II � a O . " o _mak • 1/ ti �•i`1 THICKENED LAV Ib« \ - o o a o 0 o n l0 4Jo 0 0 0 07ct0 0 u 0 G — — '^ III I 1 11. ON BRADE d 5 •5 CONT' I( II _ _ ^ c li - Ilf; . — 0 cc y.6 1 V14) AB FOR ' UDE G-D opt G-G I r) v __...__..—. Hp6A 14/52" W/IOQ• 4' _THICKENED EDC E _FOOTI Nc5_ .�.�T-Y P-COLUMN_ FOOT I N_ O HOLDDOWN DET A I L — SHOP \ I Bop 1880E DATE: 53 0/ _ _ D/.►• .- ,x.07 --- _ -D I„ r-O" -- ' JOB NO. q/-'i142.25 PLOT DATE DRAWING SCALE: PAD 5ARD 1 ,. SHEET T11LE: -- PAP -- A SHEET NO. CONTRACTOR TO VERIFY AND CHCGK v / ALL DIMENSIONS, AND ELEVATIONS �,/ S3.0 yI .t ITI T97-0545 ' 14250 SN'Barrows k11. WITH ARCHITECTURAL. DRAWING:: ' 21 of 25 - .-..,...+....-.. ..........« ..........,.«rr....nrw..w.n.....•...w.+...+ rs..w«.._,.e.a,.+«...... . r.,e ,sr.r.•,.....,....r.rr..r+u.«•.w•.rro.. ,..w.: .. ....,rwy+!'+....«..".++ww+...r..... ....s. .. ,.. .- .. .... _. ,..., ... ... ..-.w-.. .. .-. _, -.: ....a. . ...._. ... IF THIS DOCUMENT IS LESS IIT IIF 111 III III III III I I III III III I VIII III III 111 III IIl 111 I I III III III III III III III I I III III III III III 111 III 1 1111 111 1�1 111 III IIl 1111111 III III III I I / r LEGIBLF THAN THIS NOTATION, I __ I___ I I I I �11 I -� 4�--I_ ._I.__�4� I I I I I I I g I '1_'� ��I I I 1=I I !I �[-us �IQ� 1 IT IS DUE TO THE QUALITY OF No.>te O rliF,. THE ORIGINAL DOCUMENT. 15111 I.IIII IIIIIIt1l, I1IIII1I1111I1IIII 1111 1 111111IIIIIIII�III IIII�IIII lul�llll ilu�ll6illl�u i IIII�IIII illl�llll IIII�IIII Ilu�lnl Ln�un�Il1lul 91111111 nu�nn un�un�n�nn lili�illl r �1t , r -. ... .. ' { REVISIONS { I - �' y. l - , i, .. � r "� is •.}t:_ � —_.__--_ !] .2 n4 .--•. Y - •fit �t-VF I` ---- iD-4" ---------_� 1 -PER AQGWTLGT , �- E � AITECT�;2e,-4 PES ARC.N,TEGT - I x - I OO O F F ' OA 6ROlIf ALL MA'JONRY-- b' - •' --- ---. ___.. ..__ .- _-- ------ � I KALLS 50L IV TYP 5iM 1 � U)CA oW Q 19DLT600 TRACK - !DD.T60,; TRAGI,, LL LU C4 r 1 I A ` > 6L 5/4x'30 5L E '!4%`i0 GL 6 5/4x50 _.--- / i _. B / r I - U I � IDND56O0• ib" OG ----� �'\ P00 A�ATED._-- !� O U.G. FA51Z.°A1ER5 TEIc SGRL-WS __ � IDHCStrJC • Ib^ O.G. r --- F n F n S --_ o • / e-r�Tf,oG 'RACK _ —TYP 4x5/e 11 r r— WIv ;6 (2) ID HD9 600 :,.6 • Ib" O.G TEK OCR" 15 4x4x5/e T'T'P - I � � I •� • -- STEEL PL 1/2"IIt"w5-514' O ,J � Tek_ �GRew� CA W/(4) 5/4"0 A525 DOLTS � D+�D56O0 • Ib" O.C. -- I 1- I f y POWDER --- It 600 n _�-----'0-1 " O.G. ( 1.1--J I AILoTLoATED ID HD5 60_0 PA—mNER5 ` I ` O p ---T914x6xl/2 OR • b" OG It &L 6 5/4 x 24 24F 1 T`ol4xb/4 OR-- - �_ r I 6L 6 5/4 x 94 24F 1 � 111 CIA f� I I � , •. r x o NOTE OREGON T514xbx5/D OR I .t - - - 5. .1 1 _- - - G .) `-�/4 REFER L DIMENSAMCWIONS EGTURAL 6 5/4x24 24F rOR ALL DIMCN51ON5 g g TYP _. T5 OR bl //fE' FIA'(FpEQ I 6 V y F -T5 4r4x5:8 I o Q Exp: (2) 16 H09 60O TRK SGREV q • I m � q - s G co 55.1 - - -- -- 51M c - WIOx I i (� IB IQs 600-� i WIOx26 I -1(2) ID HC+r 600 (2) IDHD5600 - IDDLTbO0 TRACK- -POWDER ACTUATED FA5T2NE1" (� '^� 1f� eq Z - TS 4%4x'3/e TYP I I I/4 �� ~ cc to V2" HhSOMI STRENGTH— Z MAIN ENTRANCE 5EGTION 5�.1 53.1 NON-5iF1RINK 6R011T --STEEL PL. 5/4"x6"t6" Nb'(4) � O C kn fYlr M�' TOP OF 5/4"4>x8"BAWL 5TUD9 COLUMN Ci i4 W-Im cc REFER TO ARCHITECTURAL C FOR ALL DIMENSIONS . p� • a I ROOF FRAMINQPLAN ENTRANCE SEGTiON �gpx4xl/2 OR SI. 6 5/4x16 1/2;4F Ta8x4KI/2 OK 6L 6 5/4%16 1/2 24- METAL FLASHI Tb Q �— PER ARCHITECT. �y • � 7 Q- --- --I 1i V. x',Q I/2"0 % D" AD • Ib" O.G. _ - ('2) 5/6"O A525 BOLTS- '^ ' 0 0 � (2) 05 CONT. � Fr FOR EACH f9 ` I I 1v -_--'-1-T2P K"N M6l L►+0 (2) CONT. - .. 3 I'D" , 14" PARALAM C) ARfjUt ROCKET 30LID -- -_ LW ER CONTINUOV5 v V C -----` F - 5/b" BENT ft K' AFTER INSTALLATION �F1 Or BEAM '(2) 5iD"m A'125 BOLTS SIMPSON NPA2D -15/92" ARA RATED -- GAOLKIN6 4'-0" O.G. 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REVIGIONS FOR 6LULAM OPTION 4 I lift 4x FOR 51MP50N HD6A zm pr & 1 2; -1/6"ru5 BOLT'S - ' I I ` 5IMP70N NC6A cArt"T I/4" x I• ZIP$TRIP V :151N6LE SILL PLATO _ —.`-- — -._ --T- - •�� REP 14.0 I I •� • •' • • � 1 1 1 I 1 — •a • w. ' I i • _ I' jj THICKENED SLAB 0fuu 1 • ,. ON CiRADE AB POR 1 HDbA ' ;ISZ-rDl/IOOd 0-•G1' Q � 4 4 \' ! 54.0 HOLPDOWN DETAIL 6 TYPICAL CONTROL JOINT5 om --- f --- - -- f - - - --- - - '.34.0 --- NT.' 1 1 I 1 OA I I _ _lro sxs.l/4 L �. ---� 1 T'S SxSxl/4 oR bub 51 o I I TS s cSxl/4 _ a Qrf" OR bxb -_- t.-- SIM - I -� OI!bXb •^*;:ti �t Ii v 4 dat• r ! `s L - - - - AL 54.0 - - S(M ?O T� 5w3w1/4-�` 840 OREGON �/ 16 �9� / oR 6xE ftM � I � �F h�fCl�`� GONG. GJ Z rYp U.N.O. SIM 54.0 TYI• 4'-0" 5QUARE --/ I i I FOOTINS TYP - - I 4" GONG. 5.0.6 I W/ I•/c.y �IBERMCSN � .• I L ._ -- � � r. ' I� (' � ;.y c' c�' OVM 4 COMPACTED ✓" I C r `/ C- t") MI"CRU6t'ICCI I � � / I � 0 I I ROCK1 � i 54.0 --••�-- �� Q� in C9 cc cc I I I :c) (5)86 34.0 GONG. GJ o cs. 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H16H STRtNGTH- STEEL PL.TOP Or j - F NON-SrMRINK ftRDUT S/4"Oxb* RAW_ STUDS 44 COLUMN ( 1 �� RErER TO ARGHITLGT)RAL �" MAIN ENTRANCE BEGTION N + I I I I FOR ALL DIMl:N510N5 �� i I ROOF FRAM I NO PLAN ►' • a SGALIC, 1/0'•I'-O' i _ _- © 6a 4 MAIN ENTRANCE 5ECTON �( a� 4. 5/4" • I-V SIMPSON H&LT7x24- 6�-6 P�"'� � d HANdCR �+ CU C C Q: 01, y , T58x4x1/2 OR " V FAL. 8 3/4x16 I/Z 24P /;z 8x4x� OR SIMP GAP b °fi 4x16 12 24F POST CN EGG,b C ,- S (2/ 5/6"0 A525 BOLTS— h x 10 o - FOR EACH T5 - I I - TOP WIN' 'DO ►"1 Lam' ------�T S/e" EENT it by rl (2) 9/&"0 ^925 BOLTS 11 II 21!21 -_ / TE5ti5x1i4 J T514x6x5lb OR ''>R 6116 6L D 5i4x24 24r --- - SIJ � 6 pO5T CONN, ® ENTRY 2 I/." SLOT BOTTOM T5 (� DEA,H5 AS REQUIRED Tggl414 b OR 1 9L 6 9/41124 Z4t `� (2) N5 CONT 0 -- - :, I/b" x 14" PARALAM V W w %- LW&ER.GONTINIh.� -- 15/32" ARA RATEC' ROOF Q W REf (j '` FOR TIMBER OPTION a ; SIMPSON HPAZ6 // --15/92" ARA RaTC:c Ecces SHEATHIN6 W/pd • 4^ OG J Z 934 I j o i W-O' O.G. T`tT r 14 ? 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