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Plans (6) BUP2010 - 00125 02D A4.1 NEW AWNING (BY OTHE JEW AWNING (BY OTHERS) ! -- 13 NEW !:XTP_^+OR WALL I�_� EQUAL EQUAL „� _, --� ---- --- - -- - ------__ L_ #4212 T.0. ARAPET � • T.�i. PA' APrT �� - - -- - --- - --------- - �- 0 PARAPET T.O. PARAPET --0 T. . 1 �; i l II f , i� A3.1) i I j I co I 8 I j OF + I I ,- T.O. OPNG. T.Q. MULLION I I ! B.O. SICIiJG B.O. SOFFIT � x 7 ) 1N Ll r�;f ELD VE!?r() i1 'f �� \\ 18 6 I'I ♦ 11 A3.1 T.O. MULLION So {FiE�L v"ERi��) rr - iii / � � = t ` / \ — :- FIN. FLOOR ='_ P !a lr , / FIN. FLR. FIN. FLR. 10 9 9 10 C2 >-- 3_" A311 �_� I E- z 0 0-1 U) il> a- V) uj cy- EAST ELEVATION 2 SOUTH ELEVATION m Lr, _ ED z c a. oa v ¢ W o 0 0 0 0 I- < r- o< \ �. ® w tt0) to CD c cv w C7 CD 0 0 0 RAPET - - I — TIN .O. PARAPET - I 8 1 o I I T.O. OPNG, o B.Q. SOFFIT I B.O. SOFFIT "Ili 2, 0„ 42'-0"_ _ o o — FIN. FLR. N FIN. FL 15 6 10 10 12 10 10 wWEST ELEVATION (FOR REFERENCE) NORTH ELEVATION 2. LEGEND GL NEW GLAZED O.H. DOOR PANEL IP NEW INSULATED PANEL TO MATCH EXISTING CJ CONTROL JOINT REVISIO 15895 AVE SU "E 204KEYNOTES �_tPw-I PORT LAND, OREGON {� '�722�} W TEL -L - J 0 3 . 2 :2 6` < E 2 8 S i O NEW PRE-FINISHED STANDING SEAM METAL PANEL SIDING TO MATCH O EXISTING STANDING SEAM METAL PANEL SIDING TO REMAIN. F A x : s 0 3 . 2 2 6 , 1 6 i 0 EXISTING. City ofTigard www . CiDAINC . 00M O NEW MASONRY VENEER -- COLOR AND TEXTURE TO MATCH EXISTING. O EXISTING STOREFRONT GLAZING SYSTEM TO REMAIN. AP C veld Plans �-- " BIM Dat _ZLLO. (�j 03e� O3 NEW STOREFRONT GLAZING SYSTEM WITH EXISTING 3'-0 X7 -0 DOOR 10 EXISTING OVERHEAD DOOR TO REMAIN. y e -- STOREFRONT FINISH TO MATCH EXISTING. SEE DETAIL 12/A2.1 FOR O f MORE INFO. 11 EXISTING SHEET METAL COPING TO REMAIN. � T1RA q1 /ow) 4 NEW INSULATED PANEL AT BOTTOM ROW OF STOREFRONT GLAZING `t' N SYSTEM TO MATCH EXISTING. 12 EXISTING HOLLOW METAL D00 TO EM P ed ..x..k...... .. ONEW PRE-FINISHED SHEETMETAL COPING TO MATCH EXISTING. tiott ly'pfd ....,.. . , 13 NEW AWNING (BY OTHERS) -- SEE DETAIL 11/A4.1 FOR ROOF + _ � •• ......Y .. , ] O EXISTING FACE BRICK TO REMAIN. OVERBUILD WHERE OCCURS. t �.. Z EXISTING STANDING SEAM METAL PANEL ROOFING TO REMAIN. Z O D0 0 w OFFICE COPY ij w " 4'-11" 3'-0" 3'-11 1/2" 3'-11 1/2" 3 0 w 0 L6 -.90 ell SP SP SP SPIlk { oo"'�� e i U Z z Ul T T T uj 0 a:I � I IF a: \ a 1 Q_ \ I 41CD NI mom Z I \ i U h T T `\ i Tm;w \ I i iIiIiIim Inn Lo Cl t 1 ?aF.9 Z � T T T IP ­' IP IP w A IATI ELEVATIONS IP INSULATED PANEL (MATCH EXISTING) T TEMPERED GLAZING SP SPANDREL GLAZING A2ml 12 ELEVATION AT NEW STOREFRONT SYSTEM JOB N0. 100044.01 2010 ClDk P.C./CIOA Ai- RICHES RESSWO FUTURE INTERIOR FINISH BY TENANT MATCH EXISTING CONT. METAL CAP FLASHING -- MATCH EXISTING X4212 EXISTING STUD WALL 1 4 12 GASKETED NAIL TMA W. LLMD EXISTING WALL TIEI " CLEAT ® 2 -0 O.C. PORTIO. OR � I I I OF I I EXISTING MASONRY VENEER I ' COMPRESSIBLE FILLER i i CONT. P.T. WOOD TOP PLATE BACKER ROD AND SEALANT I I N I i VERTICAL FURRING @ EA. STUDINMRIOR - MATCH DEPTH OF EXISTING FURRING EXTERIOR I I I I MASONRY VENEER TO MATCH ( i ROOF FLASHING AND w o EXISTING I COUNTERFLASHING w I I WALL TIE -- INSTALL 24" O.C. I I STANDING SEAM METAL PANEL TOZ c� z z c� VERTICAL AT EACH STUD LOCATION ' MATCH EXISTING c� Z o z i OR AS RECOMMENDED BY BRICK MANUFACTURER , o a m o a BUILT-UP ROOFING UP WALL AND BUILDING PAPER ' OVER TOP PLATE Q 0 00 d- rn c0 O O (V — STUD WALL AND SHEATHING PER PLAN W co ca ca I� -- SEE STRUCTURAL FOR D 0 0 0 0 0 CONNECTION TO EXISTING STUD WALL FIBER CANT N N n -4- Ln 2 VERT. CONTROL JOINT @ BRICK VENEER 3 PARAPET FLASHING @ NEW EXT. WALL 3" = 1'-0" 04090-02 (MODIFIED) A3. 3" = 1'-0" 07620-06 (MODIFIED) FUTURE INTERIOR FINISH BY TENANT MATCH EXISTING STANDING SEAM METAL PANEL TO MATCH EXISTING STUD WALL AND SHEATHING PER PIAN LAP BUILDING PAPER OVER I FLASHING AS INDICATED � I I I BUILDING PAPER -- LAP OVER FLASHING BELOW VERTICAL FURRING AT EACH STUD I -- MATCH DEPTH OF EXISTING I I FURRING ' STANDING SEAM SHEET METAL SIDING 1 i BACKER ROD AND SEALANT (3) 2X12 HEADER ' I i DRIP FLASHING _ ' I INTM I I I I I I � I ' I I EXTM10 I I I I � I �p'np \ i i0 15895 SW 72ND AVE SUITE 200 �" STUD WALL AND SHEATHING PER PORTLAND, OREGON 97224 2X CONTINUOUS BLOCKING PLAN TEL 5 0 3 2 2 6 1 2 8 5 i FAX 5 0 3 . 2 2 6 1 6 7 0 ' I W W W C I D A I N C . C 0 M I SHIM AS REQUIRED I WALL TIE -- INSTALL 24" O.C. PROVIDE DRAINAGE SYSTEM BY VERTICAL AT EACH STUD LOCATION METAL PANEL MANUFACTURER I OR AS RECOMMENDED BY BRICK MANUFACTURER MASONRY VENEER TO MATCH N INSULATED ALUMINUM GLAZING 1„ EXISTING N SYSTEM . FUTURE INTERIOR FINISH BY TENANT d. Z z s ALUM. STOREFRONT HEAD @ METAL PANEL SIDING STANDING SEAM PANEL AT BRICK VENEER Q a s 3 = 1 -0 08400-10 (MODIFIED) 3. 3" = 1'-0" L,a.J cc O FUTURE INTERIOR FINISH BY TENANT yo � QSTUD WALL AND SHEATHING PER Z MATCH EXISTING PLAN 0 MATCH EXISTING H STUD WALL AND SHEATHING PER MORTAR STOP V I PLAN MASONRY VENEER TO MATCH 0 FUTURE INTERIOR FINISH BY TENANT EXISTING 0 EXTEND WALL SHEATHING AS SHOWN 0 x _ Z MASONRY VENEER TO MATCH EXISTING INTERI pcmw a: (� WEATHERPROOFING Q U Q I � Q EJ�1. FLR+ WEEP HOLES ® 24 O.C. MAX. DOUBLE STUD AT JAMB 4 I GROUT SOLID W/ SHRINK-RESISTANT V) a I - -- -- GROUT H ' FINISH GRADE I I SHIM AS REQUIRED � I THROUGH WALL FLASHING- EXTEND UP WALL AS SHOWN N i II II-III- a BACKER ROD AND SEALANTa a a ELEVATIONS INSULATED ALUMINUM GLAZING SYSTEM TO MATCH EXISTING � A3ml rlo_'N ALUM. STOREFRONT JAMB @ BRICK VENEER 11 SILL FLASHING @ BRICK VENEER 12 NOT USED JOB NO. 100044.01 3" = 1'-0" 08400-11 (MODIFIED) 3. 3" = 1'-0" 04090-01 3. 1" = 1'-0" ©nolo auti P.c./c10I► ALL mans RIMMM • I SIMPSON H3 TIE AT EACH JOIST 2X6 JOIST AT 16" O.C. _ #4212 SHEET METAL COPING SHEET METAL COPING TAAPA W SMD NEW ROOFING MEMBRANE -- (3) 16d - LAP OVER EXISTING 8" MIN. 19'-6"t 19'-6 T F / { / SIMPSON H3 TIE AT EACH JOIST T.O.P. (VERIFY W TENANT T.O.P. VERIFY W TENANT SLOPE 1/4" PER FOOT MIN. ) ) ; OF ° EXISTING ROOFING TO BE REMOVED EXISTING PARAPET REMAIN -- ' ° \�`� (PLYWOOD SHEATHING TO REMAIN) , REMOVE COPING `, SURFACE--ATTACHED AWNING BY I ° OTHERS 2X4 2x4 PONY STUD ® 16" Q.C. ALIGN WITH FASCIA STUD EXISTING 4X8 DRAG STRUT TO \I 2X4 KICKER AT EACH STUD W/ (3) 16d EA. REMAIN I END I I 2x4 FASCIA STUD 0 16" O.C. Irl EXISTING 2X TRUSS I 2X BASE IEz 2x4 BRACE AT EA. STUD W/ (3) 16d EA. � rcr END I EXISTING BATT INSULATION -- REPLACE AS Q) z w o ° i I NEEDED WITH MIN. R-19 "D -1 mi z •# Im-- 0 cm o I 1/2" PLYWOOD SHEATHING EXTEND TO I BOTTOM OF EXISTING SOFFIT # ' C' ® C' 0 j0 00 "t 0) CZ CD 0 CN # I # W D C? U O 0 0 2X BASER = f 1/2" TCG PLYWOOD SIDING @ r o I I I # EXISTING HEADER I i I I I a I I I I I SURFACE-ATTACHED AWNING BY OTHERS i I SHEET METAL FLASHING -ZI EXISTING TRUSS i I i I I I ---- I 12'-0" I 12,-0>, ll B.O. SOFFIT T.O. VENEER / B.O. SOFFIT EXISTING SOFFIT TO REMAIN • a 15895 SW 72.NO AVE SUITE 2.00 PORTLAND, OREGON 97224 T E L : 503 . 226 1 2 8 5 F A X : 5 0 3 . 2 2 6 1 6 7 0 W W W C I O A I N tC C 0 M "1 AdmkL g 0 MASONRY VENEER TO MATCH EXISTING a cr) AIR SPACE =JW EXISTING MASONRY VENEER BEYOND BUILDING PAPER OVER 1/2- PLYWOOD 0 SHEATHING �3 EXISTING OVERHEAD DOOR TO REMAIN w — 2X STUD WALL PER PLAN 0 INTERIOR FINISH To MATCH EXISTING L EXISTING CONCRETE SLAB s z x EXISTING SLAB AND FOOTINGasill 0 # ti 0'-0" 0 - 0 4 q a FIN. FLOOR d d a FIN. FLOOR � p � Q q 4 4 d 4 . 4 .4 Q 'A 4 NEW TURN-DOWN SLAB PER 1/A3.1 -I I I—El d d d d i v a 3 WALL SECTIONS A4.1 1� WALL SECTION AT NEW OVER ROOF 2 WALL SECTION AT NEW EXTERIOR WALL x 4• 1/2" = 1'-c" 4. 1/2" - 1'-0" ice, No. 0044.01 0 2010 CD& P.C./(% 01'.Rli%#Ta"ft SCJ? D EIVE 10 110 C1'I`>4`oF`TIGARD -BUILDING DIVISION 1421Ar ARMr W. AR . %.. TO STOP TIG D A 7r1 (:3ARD EXFiAUS7r PWWD � ) OF Tir',"ARD * II ON mmmmg i GAR"' D AU I oTur urm"hAR "I"NEORkod"' OWNER 2829 RUC CER AVE, # 100 w w ! VERETT, WASHINGTON 98201 CD CANT C�T: JILL- GELINEAO (OWNERS REPRESENTATIVE) � CD z � �_ RELEASES o D_ i CC TELEPHONE: (503) 796-2887 m a _ w _G _O G \ \ \ ¢ o \ \ a G O \ � c0 cD O O O I N COVER SHEET _ N ARCHITECT • • = CS1 COVER SHEET 1589! � W 72ND AVE, SUITE 20 ARCHITECTURAL AO.1 SITE PLAN PORTLAND,�D, EGO N 97224 • • � A11.1 FLOOR PLAN/ REFLECTED CEILING PLAN • • (. A2.1 EXTERIOR ELEVATIONS LE 0 N E, 5.0; 22 — 1 2 _ • • A3.1 WALL SECTION/ DETAILS 1 , %'503-226-1670 offlommug a a dim a, a FP J0S=VH HUUMLS ukiNo I RUCTIuN CONTRACTOR 114,125 SW BAR O R BLVD � PORTLAND, OREGON 97219 TELEPHONE® 503-624-7100 CCB#�. 15895 SW 72ND AVE SUITE 200 PORTLAND, OREGON 97224 T E L 5 0 3 . 2 2 6 1 2 8 5 F A X 5 0 3 . 2 2 6 1 6 7 0 W W W C I D A I N C C O M CITY�F TIGARD Approved. J;�... ....®... [ Conditionally Approved.....,,.„p„.. See Letter to:Follow.. ............... [ Attached........ Permit Number. 1 Ad ess' �� I=BC'- t }' N 13Y ..._Date: 15 r_1% 0 cr) Approved plans Z Z LEGAL. DESCRIPTION BUILDING CODE INFORMATION shall be on gab site. 0 �.h} s � :g TAX ��^,T.. 1 00 mJ CODE: 2007 OSSC TAX MAP: 2S-1-02AA a BUILDING USE CLASSIFICATION: B � woo .; 0 CONSTRUCTION TYPE: V-B �q 1; = ° , k ,n ' W •, ZONING CODE INFORMATI®N BUILDING AREA: ,, � _ � ,. `� � ` � ;��: �T��� ct� ALLOWED: 9,000 SF (BASED ON 'B' OCCUPANCY, TABLE 503 OSSC) ` �+ '' ACTUAL: ZONING DESIGNATION: MU—CBD (MIXED—USE CENTRAL BUSINESS DISTRICT) EXISTING. 6,800 SF (� SUB AREA ZONING DESIGNATION: 99H (99W/HALL CORRIDOR) TO BE REMOVED: 1,200 SF ' I„ F � � T CID TOTAL: 5,600 SF to v z VEHICULAR PARKING: (ACTUAL BUILDING AREA IS WITHIN TABULATED AREA LIMITS INDICATED LL. ` LL. �. ®EXISTING 1- PARKING (TO BE RE-STRIPED): 21 STALLS IN TABLE 503, OSSC -- AREA MODIFICATIONS ARE NOT CALCULATED) ���� �-• � `` t °` REQUIRED PARKING (MOTOR VEHICLE SERVICING/REPAIR, CDC TABLE 0 18.765.2): 2.0/1,000 SQ. FT. = (18 STALLS x .75) = 14 STALLS PROVIDED PARKING (INCLUDING RE-STRIPING OF EXISTING STALLS): ® �a ® Z �> STANDARD: 11 STALLS (1 H.C. ACCESSIBLE) PROJECT DESCRIPTION � 9 COMPACT (50% MAX ALLOWED): 10 STALLS (47%) tu Lu of ¢ BICYCLE PARKING: THE SCDPE OF WORK FOR THIS PROJECT INCLUDES THE CONSTRUCTION OF b � "� ® LL_ AW EXTERIOR WOOD STUD WALL AND ASSOCIATED CONCRETE FOOTING BICYCLE SPACES REQUIRED: 2 SPACES NE w m h ® U FOR THE EXISTING TIGARD EXHAUST BUILDING. THE CONSTRUCTION OF THE Q a BICYCLE SPACES PROVIDED: 2 SPACES WALL IS NECESSITATED BY THE 1,200 SF DEMOLITION OF THE MOST s Q o SOLID WASTE AND RECYCLING: EASTERLY PORTION OF THE BUILDING, WHICH WILL BE PERFORMED BY THE n ,• n. a v~i TRASH ENCLOSURE REQUIRED: 44 SF CITY OF TIGARD AS PART OF THE PUBLIC RIGHT-OF-WAY WIDENING OF SW r ° a- GREENEURG ROAD. SITE MODIFICATIONS RESULTING FROM THE WIDENING OF ' w0 TRASH ENCLOSURE PROVIDED: 45 SF �1 SW GREENBURG ROAD AND SW PACIFIC HWY ARE APPLIED FOR UNDER A V) ` k s SEPARATE BUILDING PERMIT APPLICATION -- SEE PERMIT APPLICATION FOR G o SITE AREA: .78 ACRES (33,985 SF) 'TIGARD AUTO STOP rk� - BRAKE TEAM' FOR MORE INFORMATION. _< LANDSCAPING: v' y � ,3 fi Lo `- LANDSCAPING REQUIRED: 10 % (3,400 SF) nF. y LANDSCAPING PROVIDED: 15.4 % (5,249 SF) t IMPERVIOUS AREA: BUILDING FOOTPRINT: 7603,000SF) 0 (TIGARD EXHAUST: 5,600 SF BRAKE ®EFE®®�1�1E® SUBMITTALS PAVING: 20,056 SIT OFFICE COPY SITE COVERAGE (90% MAX ALLOWED): 28,656 SF (84.3%) MECHANICAL NORTH ELECTRICAL ! VICINITY MAP COVER SHEET PLUMBING (BY FUTURE TENANT) CS1 JOB NO. 100044.01 ©2010 CID), P.C./CIDA ALL RIGHTS RESERVED GENERAL NOTESr A�� TAM VII MIND Ve, CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS SHOWN OR IMPLIED ON DRAWINGS PRIOR TO START OF ,gl PORZLAND,OREGON, vl 24'-0" CONSTRUCTION. NOTIFY A/E OF ANY DISCREPANCIES. �� DRIVEWAY EXISTING CONDITIONS BASED ON TOPOGRAPHIC AND BOUNDARY _ .-__-_- __-- --._-_- -- - EY PREPARED BY W&H PACIFIC DATED 09/14/09. -_. SURV K , - Ln e $ • SITE WORK INDICATED ON THE PLAN OUTSIDE THE NOTED 'AREA OF -\ \` WORK' IS APPLIED FOR UNDER A SEPARATE BUILDING PERMIT \ .0 -7 o z ` ° ` -`� ` APPLICATION. SEE PERMIT APPLICATION FOR 'TIGARD AUTO STOP - (E) MH (E) 3 MH (E) ❑ o� `" I BREAK TEAM' (CURRENTLY UNDER REVIEW) FOR MORE INFORMATION. CD C C C 8 d ot ++ `� 14 IMPLEMENTATION OF THE EROSION AND SEDIMENT CONTROL AND THE IA CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF 12 — — — J 7 THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR J r------y-------\L--- — -- — — ---�F--------Y------------------- e UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED. 8 O O I I 4 ,r 12 4 I w I ' q I I 1' C 1 r 5 Y `� i SMIN. w WORK .AREA OF 12 rv- 9 EXISTING BUILDING v I 5,600 SF (AFTER DEMOLITION) I >yo I LEGEND v 1 I I i o 0 m r3F c✓f?` /i�'/, f f I I I ' I 11 W o O o 1 ///;r/ ' r'; ' ,�/ i' - i I HANDICAP PARKING STALL EX �., , , 1 �? ; 18 ,; j I C COMPACT PARKING STALL :�F TING BUI�p y a � ��.r/ !' �` i I I I � � 1 �MH MANHOLE/DRYWELL � c\o o _� rn ANG ! 1 I j W o 0 0 ANG App1Tl 3 I I I ( I ® C6 CATCH BASIN WITH SEDIMENT CONTROL BIOFILTER BAGS GIVS) I t I 1/A0.1 -- SEE GENERAL NOTES _ N PER 1 I ------�-- I .; � 16 (E) EXISTING O _. 2 - o .> w 13 ! DRIVE AISLE EXISTING TREE TO REMAIN cn _ cn 19 I -' - 12 — o — i � a a z Ld LLJ Q CD 12 3 �= C C c KEYNOTES t e 1 NEW VEHICULAR PARKING (UNDER SEPARATE PERMIT). D NEW BICYCLE PARKING AND CONCRETE PAD (UNDER SEPARATE PERMIT). (N) `1 i tr 3 NEW 6" CONCRETE CURB (UNDER SEPARATE PERMIT). I 3 O 6 <� , NEW 6'-0"H CONCRETE MASONRY TRASH ENCLOSURE UNDER SEPARATE PERMIT). -} o O ( ) NEW BUILDING ADDITION (UNDER SEPARATE PERMIT). t o e f / -.,� 7 a � ' %: g NEW MONUMENT SIGNAGE (UNDER SEPARATE PERMIT). 10 NEW RIGHT-OF-WAY IMPROVEMENTS BY CITY OF TIGARD. „ � � .._.. NEW LANDSCAPE AREA (UNDER SEPARATE PERMIT). _ NEW LOCATION OF PROPERTY LINE. 16 10 EXISTING MONUMENT SIGNAGE TO BE REMOVED. r f' 15895 SW 72ND AVE SUITE 200 EXISTING PARKING TO BE RELOCATED (UNDER SEPARATE PERMIT). PORTLAND, o R E c o N 97224 TEL : 5 0 3 . 2 2 6 . 1 285 EXISTING PAVING TO REMAIN. F A X : 5 0 3 . 2 2 6 . 1 6 7 0 1 ` W W W C I D A I N C C O M EXISTING GRAVEL AREA TO REMAIN. EXISTING PUBLIC IMPROVEMENTS TO BE REMOVED BY OTHERS. CONTRACTOR TO COORDINATE NEW ELECTRICAL AND WATER SERVICE TO ? 41 BUILDING AND DICONNECTION OF EXITING SERVICES. M ---- ° \ 15 PORTION OF EXISTING BUILDING TO BE REMOVED-BY OTHERS. N N 16 EXISTING PROPERTY LINE TO BE RELOCATED. 17 3'-0" PARKING OVERHANG (NEW PARKING UNDER SEPARATE PERMIT). 0 Z Z 18 NEW CONCRETE LANDING AND 6" CONCRETE CURB -- SEE DETAIL 10/A0.1. O 19 NEW CURB RAMP -- SEE DETAIL 9/A0.1. ® o O / � W � 00 m 0 MAY t3£ US£D SHORT TERM Z CONCRETE LANDING P ASHG OURLITYF OEVE OPM RK AND VT 0 Q - o FACE OF BUILDING DIAMOND PATTER! TEX 1 URED SURFACE 6„ _ PER OSSC SECTION 1109.16 1/2" RADIUS TYP. Z X j CONCRETE CURB W/ LIGHT BROOM CATCH BASIN AREA DRAIN 9 W � j6" CAST-IN-PLACE CONCRETE CURB FINISH / TOOL JOINT ® U / x SIDEWALK W/ LIGHT BROOM FINISH Q L'' < A A ro MAXIMUM FLOW �n 3 MONTH -- / o O o o °o o USE / o a o l0. )0 j ° �0 � �� N P � a 0 °o o M oo° - o ° = N FLOW O . . . . . . . . . . . . . .: .. . SECTION A-A DITCH INLET --ADA VEHICULAR WAY WARNING STRIP CRUSHED ROCK BASE UNDER 3'-6" -- TRUNCATED DOME PATTERN PER PAVING DRAWING NOT TO SCALE OSSC SECTION 110ME NOTE: PROVIDE EXPANSION JOINTS 25' O.C. (MIN.) SITE � TM SITE PLAN A0.1 CONCRETE SIDEWALK �10CAST IN PLACE COLIC. CURB & SIDEWALK 11 SEDIMENT CONTROL FILTER BAGS AT CATCH BASIN sca.E T - W JOB \A0.1) ! T' °»® AO.1 NOT TO SCALE 02525-12 O• 3" = 1'-0" ©zo o aati PcO/aaAOalOrm rts r:ESEsvm ARCHITECTURAL FLOOR MAN GENERAL NOTES 112'-4" I 42'-8"± CONTRACTOR TO CONFIRM EXISTING CONDITIONS SHOWN OR IMPLIED PRIOR TO START OF CONSTRUCTION. NOTIFY A/E 1 TAIGA W. LUND V' 42'-0" 45'-O" 25'-4 PORTION OF BUILDING TO BE REMOVED (BY OTHERS) OF ANY DISCREPANCIES. FIRE EXTINGUISHERS SHALL BE LOCATED AS REQUIRED BY SECTION 906, IFC. COORDINATE LOCATION WITH FIRE j -I �I MARSHALL. PO(�1N0,OREGON I m� 3: 6 �! 12 0l GLASS USED IN DOORS OR GLAZING LOCATED WITHIN A 24" ARC OF THE NEAREST VERTICAL EDGE OF A DOOR OR IN �' DS �' ` AREAS SUBJECT TO HUMAN IMPACT OR OTHER HAZARDOUS LOCATIONS SHALL BE TEMPERED OR OF AN APPROVED o --- F___7 ---- 4----- 1 y _ _FSO -------------------------- ------------------ - ------ 4DS --- --- ---------------------------------------- - ------------ ---------------- — - - - - — SAFETY GLAZING MATERIAL PER SECTION 2406, IBC. - LIGHT AND VENTILATION NOT INDICATED ON THESE PLANS SHALL BE PROVIDED AS PER SECTION 1203 & 1205 OF THE iIBC. 8 10 8 8 10 I ROOFING MATERIAL INDICATED ON PLANS SHALL MEET OR EXCEED THE REQUIREMENTS OF SECTION 1507, IBC. I ! I I I PROVIDE SIGN STATING "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" PER SECTION 1008.1.8.3, IBC ON ALL LOCKING ENTRANCE DOORS--COORDINATE WITH DOOR SCHEDULE. I I N APPLICABLE CODES: ALL WORK SHALL BE IN CONFORMANCE WITH ALL FEDERAL, STATE, AND LOCAL CODES. 6 SPECIFICATIONS AND STANDARDS SHALL MEAN, AND ARE INTENDED TO BE, THE LATEST EDITION, AMENDMENT OR REVISION I , OF SUCH REFERENCE STANDARD IN EFFECT AS OF THE DATE OF THE CONTRACT DOCUMENTS. I I CONTRACTOR SHALL COORDINATE ALL NECESSARY TESTING AND REQUIRED INSPECTIONS. SPEEDY GLASS TIGARD EXHAUST FUTURE TENANTALL HARDWARE SHALL COMPLY WITH REQUIREMENTS OF THE ADA -- REPLACE DOOR HARDWARE IN EXISTING `�' a 101 102F1_0_31 _ STOREFRONT ENTRY DOOR AS NEEDED TO MEET THIS REQUREMENT. � o E ALL DOORS AND WINDOWS SHALL COMPLY WITH APPLICABLE ENERGY CODES. N I C) 7 12 i 3 a o a m un I �J 6 A3.1 I °0 j l I 11 i { 1 LEGEND o � \ � ! 13 s � oa cQ co i 101 ROOM NUMBER o 0 0 j 101A DOOR NUMBER I i 0 5 !-.! ODS DOWNSPOUT r 16 ! 00 � !I O FE FIRE EXTINGUISHER 14 NEW EXTERIOR WALL I .. .. .. . v EXISTING WALL TO BE REMOVED i 2 I � I i 3 8 9 9 8 8 A - -' v F.o.b. z_ NOTES E KEY I -------------------- -Q ------- --------- - -- --------------------------------- i j 6 i i 4 �, \ EXISTING WALL TO BE REMOVED -- BY OTHERS. EXISTING STOREFRONT SYSTEM TO REMAIN. 12 I I O EXISTINGBY OSTOREFRONT SYSTEM TO BE REMOVED 10 EXISTING HOLLOW METAL DOOR TO REMAIN. ' j I i o S. EXISTING OVERHEAD DOOR TO BE REMOVEDO EXISTING CONCRETE SLAB TO REMAIN. I BY OTHERS. 11 OEXISTING STOREFRONT DOOR TO BE REMOVED (BY 12 LINE OF EXISTING ROOF ABOVE. , OTHERS) -- SALVAGE FOR RE-USE IN NEW NORTH FLOOR SYSTEM. 13 NEW EXTERIOR WALL -- SEE WALL TYPES. ARCHITECTURE 1 FLOOR PLANO EXISTING OTHERS. CONCRETE SLAB TO BE REMOVED -- BY 14 NEW LOCATION OF EXISTING STOREFRONT DOOR D -- VERIFY EXISTING DOOR HARDWARE MEETS PLANNING A1.1 1/8" = 1'-0" a6 EXISTING EXTERIOR WALL TO REMAIN. ADA REQUIREMENTS. . OEXISTING DEMISING WALL TO REMAIN. 15 NEW ALUMINUM STOREFRONT SYSTEM -- 7 COLOR TO MATCH EXISTING, OEXISTING OVERHEAD DOOR TO REMAIN. 16 LINE OF NEW ROOF ABOVE. 15895 SW 72ND AVE SUITE 200 8 PORTLAND, OREGON 97224 T E L : 5 0 3 . 2 2 6 . 1 2 8 5 A B C D F A X 5 0 3 . 2 2 6 1 6 7 0 W W W . C I D A I N 0 0 0 M WALL TYPES i 1 2 _ EXTERIOR STUD WALL W MASONRY VENEER -- 2X6 STUDS AT V-4" O.C. W/ 15/32 PLYWOOD SHEATHING AND 15# BUILDING PAPER. PROVIDE 3-1/2 MASONRY VENEER N 4 I I OVER 1" AIR SPACE TO 10'-0" A.F.F.. SEE DETAIL 12/A3.1 FOR MORE INFO. N DS (E) DS E) - - - CL Z ROOF PLAN GENERAL NOTESZ O CONTRACTOR TO CONFIRM EXISTING CONDITIONS SHOWN OR IMPLIED PRIOR TO START OF CONSTRUCTION. NOTIFY 0 Q C,7 - - - 4 A/E OF ANY DISCREPANCIES. W EXISTING ROOFING ADJACENT TO AREA OF WORK DAMAGED BY DEMOLITION OR NEW CONSTRUCTION TO BE REPAIRED FOR PROPER DRAINAGE AND MOISTURE PROTECTION. OC 2bo. � ROOF PLAN LEGEND c �,,• Q 00.00' TOP OF SHEATHING T.O.S. (E) EXISTING _ 00.00' TOP OF PARAPET - T.O.P. - DIRECTION OF DOWNWARD SLOPE (2% MIN.) 12 3 A3.1 - ODS DOWNSPOUT _ LIJ ROOF PLAN KEYNOTES LL_ 3 EXISTING PORTION OF BUILDING TO BE REMOVED (BY OTHERS). 4 2 EXISTING PARAPET TO REMAIN. OEXISTING BUILT-UP ROOFING TO REMAIN REPAK.IR/REPLACE ROOFING AS NEEDED AT AREA OF WOR Lo .__. I j I i I c I I i s t I I ! I 1 ! I I i 9 I ! ' • EXISTING CRICKET TO REMAIN. p i ; EXISTING STANDING SEAM METAL ROOF BELOW TO REMAIN. N ONEW PARAPET. ELEVATIONS I NORTH 2 ROOF PLAN A1.1 JOB NO. 100044.01 d 2010 CIDA,P.C./CIDA ALL ROM RESERVED 11 Lff o NEW EXTERIOR WALL _ 0 7 _-m..=-WIND 18'-6"g, • • - 1 T.O. PARAPET -- ---- �— — T.O. PARAPET co ( 11 i PORTLAND. OR �- i 77 — ' _Tm 6 o `�+ I 8 0 T.O. OPNG. i B.C. SIDING B.O. SIDING d" C T,O. MULLION =._ _� 10 x © N FIELD VERIFY) Y \ 10 OLFIN. CD ` ' 6 `\' o 0 i ��[�� [ IE== ���� I _ o z _ A3.1co T.O. MULLIONrf o FIELD VERIFY) T Ip IP r ..r FLR. FIN. FLR. °.tel10 9 9 10 A3.1 s � w_ w a EAST ELEVATION 2 SOUTH ELEVATION 0 W1/8" = 1'-O" cn CD a- m w o o a 0 00 0 0 co W O 0 0 0 11 �i - , » T.O. PARAPET w T.O. PARAPET 8 -n&6 'c D T.O. i Ia B.O. SOF F T B.O. ! ; .O. SOFFIT 2'-0" C) _ CD \ / N O O FIN. FLR. FIN, FL 15 6 10 10 12 10 10 ' EST ELEVATION (FOR REFERENCE) 4 NORTH ELEVATION W118" _ 1'-0" , LEGEND ARCHITECTURE ENGINEERING GL NEW GLAZED O.H. DOOR PANEL PLANNING IP NEW INSULATED PANEL TO MATCH EXISTING INTERIORS CJ CONTROL JOINT KEYNOTES ES 15895 SW 72ND AVE SUITE 200 PORTLAND, OREGON 97224 T E L 5 0 3 . 2 2 6 1 2 8 5 O NEW PRE-FINISHED STANDING SEAM METAL PANEL SIDING TO MATCHEXISTING STANDING SEAM METAL PANEL SIDING TO REMAIN. F A x : 5 0 3 . 2 2 6 . 1 6 7 0 O 1 EXISTING. 8 WWW CIDAINc . c0M ONEW MASONRY VENEER -- COLOR AND TEXTURE TO MATCH EXISTING. O EXISTING STOREFRONT GLAZING SYSTEM TO REMAIN. ONEW STOREFRONT GLAZING SYSTEM WITH EXISTING 3'-O"X7'-0" DOOR 10 EXISTING OVERHEAD DOOR TO REMAIN. -- STOREFRONT FINISH TO MATCH EXISTING. SEE DETAIL 12/A2.1 FOR MORE INFO. 11 EXISTING SHEET METAL COPING TO REMAIN. ONEW INSULATED PANEL AT BOTTOM ROW OF STOREFRONT GLAZING N 4 SYSTEM TO MATCH EXISTING. 12 EXISTING HOLLOW METAL DOOR TO REMAIN. N NEW PRE-FINISHED SHEETMETAL COPING TO MATCH EXISTING. EXISTING FACE BRICK TO REMAIN. O 7 EXISTING STANDING SEAM METAL PANEL ROOFING TO REMAIN. Z Z O 0 000 W cc O 4Q. W ca _ 4'-11" 3 -p 3'-11 1/2" 3'-11 1/2" 3 O C9 = = CD Z U � T T TQ � 9 u V :�E w ® ® V Q T T \ T :2X o V) w Iml Lo ' O ! / N = z j, �.- T T T IP IP. w w a, Sv ABBREVIATIONS: ELEVATIONS IP INSULATED PANEL (MATH EXISTING) T TEMPERED GLAZING A2.1 2 ELEVATION AT NEW STOREFRONT SYSTEM JOB N0. 100044.01 2. 3/8" = 1'-0" ©2010 CIDA,P.C./CIDA ALL ROM RESERVED i ,• - - ^ - - - - �• 3 All FUTURE INTERIOR FINISH BY TENANT - WOOD STUD WALL MATCH EXISTING CONT. METAL CAP FLASHING -- 1 1 18'-6" EXISTING PLYWOOD 1 T.O. PARAPET MATCH EXISTING -- REPLACE/REPAIR 1 1 #4212 VENEER PER ARCH. - EXISTING STUD WALL 1/4 12 GASKETED NAIL AS NEEDED 1 1 TARA W. WNO 1 I — EXISTING 4x8 DRAG STRUT TO REMAIN WALL SHEATHING PER PLAN ! ( EXISTING WALL TIE1 I ® • CLEAT ® 2 -0 O.C. PORTLAND, --",✓� / 1 EXISTING 2X TRUSS P.T. 2x WOOD PLATE WITH 3/4" DLA. SIMPSON ( ( � 1 TIT* -HD SCREW ANCHORS W/4" MIN. EMBED ( 1 1 STANDING SEAM METAL PANEL "� ' AT 32" O.C. UNO PROVIDE T 3/16"x2"x2" i 1 i WASHERS AT ALL. ANCHOR BOLTS _ EX{STING MASONRY VENEER i i 1 VERTICAL FURRING Q 24" O.C. -- MATCH COMPRESSIBLE FILLER ( � DEPTH OF EXISTING FURRING i CONT. P.T. WOOD TOP PLATE BATT�--- #4 ® 24" Q.C. -- EPDXY DOWEL INTO (E) - I NEEDEDG WITH MINSUR T10N- - REPLACE AS # SLAB W/ HILTI RE-500 OR SIMPSON SET-XP BACKER ROD AND SEALANT I i W/ 4" EMBED i EXISTING CONCRETE SLAB -- SAWCUT AND REMOVE -- AS REQUIRED EMERIOR VERTICAL FURRING ® EA. STUD MATCH DEPTH OF EXISTING FURRING SH GRAI i z oCf 00 ��• l — MASONRY VENEER TO MATCH ( i ROOF FLASHING AND w o �� �� _ _ EXISTING i COUNTERFLASHING w CL WALL TIE -- INSTALL 24" O.C. I STANDING SEAM METAL PANEL TO z o z VERTICAL AT EACH STUD LOCATION2 � a (2) #4 LONG. OR AS RECOMMENDED BY BRICK ( MATCH EXISTING N MANUFACTURER #4 AT BRICK LEDGER BUILT-UP ROOFING UP WALL AND Ld Of o � m OVER TOP PLATE 0 0 0 1 -600 10" BUILDING PAPER a 7 MIN. v STUD WALL AND SHEATHING PER PLAN W Ln o 0 (2) #5 TOP 8t BOTTOM - SEE STRUCTURAL FOR D 0 \ \ CONNECTION TO EXISTING STUD WALL FIBER CANT V) - N n ALL AT THICKENED SLAB EDGE 2 VERT. CONTROL JOINT @ BRICK VENEER 3 PARAPET FLASHING @ NEW EXT. WALL �$ 3/4ff - 1,_0» .. 3" = 1'-0" 04090-02 (MODIFIED) 3. 3" = 1'-0" 07620-06 (MODIFIED) FUTURE INTERIOR FINISH BY TENANT MATCH EXISTING STANDING SEAM METAL PANEL TO MATCH EXISTING 7 STUD WALL AND SHEATHING PER A3.1 PLAN LAP BUILDING PAPER OVER 00 — FLASHING - '� FLASHING AS INDICATED t 1 i BUILDING PAPER -- LAP OVER FLASHING BELOW VERTICAL FURRING AT EACH STUD 1 " i i -- MATCH DEPTH OF EXISTING i 10'-0 1 1 T.O. MASONRY VENEER4 I FURRING 1 STANDING SEAM SHEET METAL SIDING ` MASONRY VENEER TO MATCH EXISTING � - BACKER ROD AND SEALANT AIR SPACE i (3) 2X HEADER DRIP FLASHING BUILDING PAPER i tNTER10 I EXTE6L4B ' i ( 2X STUD WALL AND SHEATHING PER PLAN ^^pp 15895 SW 72ND AVE SUITE 200 STUD WALL AND SHEATHING PER PORTLAND, OREGON 97224 2X CONTINUOUS BLOCKING PLAN INTERIOR FINISH TO MATCH EXISTING T E L : 5 0 3 . 2 2 6 . 1 2 8 5 FAX 5 0 3 . 2 2 6 1 6 7 0 i W W W C I D A I N C C o M SHIM AS REQUIRED WALL TIE -- INSTALL 24" O.C. VERTICAL AT EACH STUD LOCATION PROVIDE DRAINAGE SYSTEM BY OR AS RECOMMENDED BY BRICK METAL PANEL MANUFACTURER I MANUFACTURER INTERIOR f� MASONRY VENEER TO MATCH N INSULATED ALUMINUM GLAZING 1„ EXISTING SYSTEM MI FUTURE INTERIOR FINISH BY TENANT (30 �. Z z ALUM. STOREFRONT HEAD @ METAL PANEL SIDING z STANDING SEAM PANEL AT BRICK VENEER 0 , .. 3 = l'-O" 08400-10 (MODIFIED) '40_313" = 1 -0» IIIIIIIImW ca O FUTURE INTERIOR FINISH BY TENANT III+60 STUD WALL AND SHEATHING PER o ® Q Z MATCH EXISTING MATCH EXISTING PLAN STUD WALL AND SHEATHING PER MORTAR STOP t - PLAN — C MASONRY VENEER TO MATCH FUTURE INTERIOR FINISH BY TENANT EXISTING C a ' I EXTEND WALL SHEATHING AS SHOWN EXISTING CONCRETE SLAB Z_ X = � MASONRY VENEER TO MATCH 9 ® Lu U EXISTINGINTER10IEXTER101 1 Li- WEATHERPROOFING A3.1 ' ® V - - - ON,-FLR, 1 CL imam fl4B a I 1 WEEP HOLES 0 24" O.C. MAX. 1 1 DOUBLE STUD AT JAMB a I — GROUT SOLID W/ SHRINK-RESISTANT V) d I - -- -- GROUTe 1 d . a 4 1 FIN. FLOOR Lo 00 ' FINISH GRADE � SHIM AS REQUIRED I Q 1 1 THROUGH WALL FLASHING- EXTEND -- -- UP WALL AS SHOWN ° n NEW TURN-DOWN SLAB PER 1/A3.1 r iv _ v d 4 d'' Q BACKER ROD AND SEALANT a a a ELEVATIONS INSULATED ALUMINUM GLAZING SYSTEM TO MATCH EXISTING A3ml 10 ALUM. STOREFRONT JAMB @ BRICK VENEER 11 SILL FLASHING @ BRICK VENEER t2 WALL SECTION JOB N0. 100044.01 3" = 1'-O" 08400-11 (MODIFIED) 3. 3» = l'-O" 1»04090-01 3. » ©2010 allk P.C./CIDA ALL RIGHTS RESERVED KING STUDS PLYWOOD SHEATHING (2) AT OPENINGS <5'-O" PTfl�p WALL PER (3) AT OPENINGS 5'-0" TO 8'-0" t r--- WOOD STUD WAIL PLAN 6x Not POST AT OPENINGS >8'-O" aj ���F,� SIMPSON CS18 STRAP OVER ="---�-- NEW 2x BLOCKING FIRST z//---VENEER PER ARCH. SPAN HEADER BLOCKING (4) BAYS FROM WALL AT r' /1", A 48" O.C. WALL SHEATHING PER PLAN STUD WALL PER PLAN _ _ t osmom <4'-0" (3) 2x6 _ _ _ �► „ MASONRY VENEER PER ARCH i . -__-- � �. • � / r -'"J s � SIMPSON HGAt OKT BETWEEN fit.' P.T. 2x WOOD PLATE WITH 3/4 DIA. SIMPSON > 4'-Q (3) 2x 2 t S D, G ` TITEN--HD SCREW ANCHORS W/4`" MIN. EMBED WALL SHEATHING PER PLAN / BLOCKING AND (E) Ax EXf�1�E�o AT 32" O.C. UNO PROVIDE: TL 3/16"x2"x2" 4 , A 6 �C? 11 1/2" PLYWOOD SPACERS -- WASHERS AT ALL ANCHOR BOLTS P . 2x WOOD PLATE WITH 3/8" DIA. SIMPSON (E) 4x8 ROOF ;}RAG BEAM TITEN-HD SCREW ANCHORS W/2-1/2" MIN. 2'-0" 16d @ 12" O.C.--TYP » EMBED AT 16" O.C. UNO PROVIDE IE f— ( �� --- #4 �► 24 O.C. -- EPDXY DOWEL INTO (E) 1 SLAB W/ HILTI RE-500 OR SIMPSON SET-XP 3/16"x2"x2" WASHERS AT ALL ANCHOR BOLTS , W/ 4" EMBED + + + + + ! 1 EXISTING SLAB EXISTING CONCRETE SLAB -- SAWCUT AND 3" i NE'td WALL TOP PLATE --- EXISIING CONCRETE SLAB - - SAWCUT AND REMOVE REMOVE `, i ATTACH TO U'1GE€��DE C}" AS REQUIRED 5" A�-- A-A k �� (E) 4X ';fdtT; 16 A! 12" O,C. - HEADER PER SHEDULE--ATTACH W/ SIMPSON LCE4 I FIUISH GRAD CLIP EACH SIDE AT EACH END (4 TOTAL) to 00�•at, cq'en _I o oa,a. �.�.� --SEE DETAIL A--A FOR (3) 2x HEADER I — ° n-Jb-r R°a�;- SIMPSON CS16x6'-d" STRAP AT HEADERS--TYP. � W ��-- ( w 0 2x FLAT BLOCKING BETWEEN STUDS v 'x u z !_ NEW 2x6 Ki,;KER AT EA. a •• NEW THICKENED SLAB EDGE ._-- _ (2) #4 LONG. 1 -0 _ - �- END QF HEADER AND AT 4 -0n _-#4 t1i BRICK LEDGER ( ) #2 4 �x--L OCATE NAT PLYWOOD SHEATHING j PANEL EDGES (3) 16d EA. END w c3 C) c O.C.0.C' OVER OPENING ATTACH W (1) 2x STUDS AT OPENINGS < 3 -6 Q co 14- cp #4 ® 18 O.C. --, (2) 2x STUDS AT OPENINGS 3'-6" TO 6'-0" Q MIN. __- (2) #5 TOP �c BOTTOM 4x6 DFL Not POST AT OPENINGS > 6'-0" U.N.Q. o WALL AT THICKENED SLAB EDGE ri WALL AT THICKENED SLAB EDGE (ALT) 3 WALL HEADER FRAMING 4 INFILL WALL FRAMING 51.1 3/4" = 1'-0" S1.1 3/4" = 1'-0" CONTRACTOR ALTERNATE TO 1/S1.151.1 1" = 1'-0" 51.1 1" = 1'-0" f 15895 SW 72ND AVE SUITE 200 PORTLAND, OREGON 97224 7 E L 5 0 3 . 2 2 6 . 1 2 8 5 F A X 5 0 3 . 2 2 6 . 1 6 7 0 W W W . C I U A I N C . C 0 M N LAM z N 0 0 Co aj La ME w ej C 0 :r _z _ w U Q a- s.■o 3 : � id2 M 0 N r- DETAILS Z , ■ JOB NO. 100044.01 OC 2010 CtC& P.C./W ALL WfIS RESM0