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Plans (4) BUP2014 - 000 10 KEYNOTES FLOOR PLAN GENERAL NOTES 1. ALL CONDITIONS SHOWN OR IMPLIED ON THE DRAWINGS SHALL DE . DEMO (E) METAL STAIR IN ITS ENTIRETY VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. NOTIFY OR ARCHITECT / ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START 58a' DEMO} (E) STEEL PIPE BOLLARD IN ITS ENTIRETY OF WORK, 1 2 T 3DEMO (E) CONCRETE WALL AS INDICATED. 2. ALL DIMENSIONS ARE TO CENTER OF WALL UNLESS NOTED 1 E STRUCTURAL FOR ADDITIONAL DETAILS. OTHERWISE. 4 (E) ROOF DRAIN 3. PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED AND INSTALLED AS t t REQUIRED BY APPLICABLE STANDARDS t ° 4. THE HIGHEST OPERABLE PART OF ENVIRONMENTAL AND OTHER IZ1 CONTROLS, DISPENSERS, ELECTRICAL, AND COMMUNICATION SYSTEM 2 RECEPTACLES ON WALLS AND OTHER OPERABLE EQUIPMENT SHALL BE t t t WITHIN AT LEAST ONE OF THE REACH RANGES SPECIFIED IN SECTION t € t1109.12, AND NOT LESS THAN 36" ABOVE THE FLOOR. ELECTRICAL ---- r -��� 1 WALL TYPES 5'-0" 6,x AND COMMUNICATIONS SYSTEM RECEPTACLES ON WALLS SHALL BE c 3 3 B MOUNTED NO LESS THAN 15" ABOVE THE FLOUR (1109.12). NON RATED PARTITION WALL - 362S125--27 (E) - 107-A (E) (E) METAL STUDS 0 1'-4'a O.C. W/ ONE LAYER RCP GENERAL NOTES 3'-0„ 14'-0" 3 -0>, 5/6 GYPSUM BOARD EACH SIDE, TO 6 ABOVE THE CEILING, SEE DETAIL 5/A1.2. i C-01 0 3 1. THIS DRAWING IS DIAGRAMMATIC AND FOR DESIGN PURPOSES ONLY, 2' 3 1 2" 2p`-0" 2' 3 1 2" ALL DIMENSIONS TO BE FIELD VERIFIED. cr_ 25 0 NON RATED PARTITION WALL - 3625125-27 2. ELECTRICAL CONTRACTOR TO VERIFY MINIMUM EMERGENCY EXIT WAREHOUSE METAL STUDS 0 1 x-4" O.C. W/ ONE LAYER Q, 0 5 f6xx WATER RESISTANT GYPSUM BOARD EACH E ILLUMINATION WITH BATTERY BACKUP AT EGRESS PATH OF TRAVEL - O� SIDE TO BOTTOM OF THE CEILING. SEE oo A PROVIDE 1 F.C. MIN. EMERGENCY LIGHTING AT PATH OF TRAVEL, THIS QPP LEVEL MAY DIMINISH TO NOT LESS THAN 06 F.C. OVER 1.5 HOURS OF o DETAIL 6/A1,2 OPERATION. Ln FURRING WALL - METAL FURRING CHANNELS 3. CEILING HEIGHT 9'-Oa' U.N.O. in 0 2n-0" O.C. W/ ONE LAYER 5/6'x GYPSUM Ln NORTH BOARD ON ROOM SIDE, WATER RESISTANT AS REQUIRED, TO 6x> ABOVE THE CEILING. _ LEGEND 1/ n> = 1'-On' -�tdg - C CORRIDOR E ROOM NAME & NUMBER (E) EXTERIOR WALL WAREHOUSE WAREHOUSE (N) INTERIOR WALL x,1.3 ' (E) INTERIOR WALL TO REMAIN -3c: 8'-4 1/2" 5'_5" 13'-5 1 f 2" A 12 6 _ FOW A1.1 A WINDOW/RELITE TYPE - SEE 1/A1.2 E FO 1t t 0 C B 0, A A A UNISEX uisEX 2X4 (N) LAY IN ACOUSTICAL CEILING GRID H FDS 106 B OFFICE OFFICE E-02 a4 _44 (N) GYPSUM BOARD CEILING 0 FD B 103-A �e Ebi C A _ 0 - � JD 2X4 (N) LAPIN FLUORESCENT LIGHT FIXTURE WITH i UNISEX B `o UNISEX*%� + 0 BATTERY BACKUP ' 105 105-A OFFICE 1 a' OFFICE i' A LAPIN FLUORESCENT LIGHT FIXTURE 2X4 (N) ui PATH OF EGRESS B 102-A %I Mill 1j a A T E (E) ILLUMINATED EXIT SIGN 15895 SW 72ND AVE SUITE 200 CN PORTLAND, OREGON 97224 OPEN OFFICE B OPEN FFICE 0 6" RECESSED DOWNLIGHT � 10 OFFICE OFFICE E A1,3 la1 lag1 1 TEL : 503 . 225 . 1 285 �41 11 (E) EXISTING FAX : 503 225 1 670 C A ` (N} NEW WWW Ct0AINC C 0 M C FOW FACE OF WALL FO FOW FD FLOOR DRAIN c i E i w i i i } 1 L---------------------- J t I L-----------------------J 1 1 11 t 1 1 City of Tigard X1.1 App Plans By Dae 1 2 1 2 .w NORTH NORTH NORTH 11 OFFICE COPY sa as xa a as xx n na 1/ = 1 -0 z-bldg atdg 1 f 1 -O J/ . 3111 1 1/2- GALV. STEEL PIPE GUARDRAIL c WITH WELDED CONNECTIONS - GROUT IN 2"0 x S" SLEEVE W/NON-SHRINK, NON METALLIC GROUT / 1 1/4x' GALV. STEEL HANDRAIL 1 0112" 6 WITH WELDED CONNECTIONS, WHERE REQ'D AT RAMP 0 W uj I Lu (.5 o:: GYP. BD. 1/2" CHAMFER Li Q0 i 9 10 11 12 PREFINISHED 16 GAUGE E SHEET METAL CHANNEL b `N 12 -- COLOR TO MATCH FINISH GRADE A1.1 WINDOW SYSTEM 1 1 1 1 1 Q GRADE_ I j 24'-0" FIELD VERIFY WITH GRADE VARIES 7'-10" 1 24'-0" 5'-0" 0'-0" MAX RUN BETWEEN LANDINGS 5'- °4 N P o TI-f w "oma 1 2 E i 1:12 1` ` °° DRAINAGE ROCK BACKFILL 3 oc MIN. SEALANT OVER NEOPRENE �" t 4 ( GASKET--- ATTACH TO SCREENED WEEP HOLES @ 6x--0, STOREFRONT SYSTEM W/ O.C. - 2" PIPE Q ADHESIVE TAPE FINISH GRADE j (E) INSULATED GLAZING CONCRETE FOOTING— SEE STRUCTURAL 0 E ALUMINUM STOREFRONT a n SYSTEM MULLION °d d FLOOR PLANS — CENTERLINE OF STUD DETAIL a 1 WALL AND CENTERLINE � d OF MULLION °.NORTH Alml 9 PARTIAL FLOOR PLAN ril EW WALL AT (E) STOREFRONT MULLION Ki2 RAMP RETAINING WALL W/ GUARDRAIL a a JOB NO. 130015.02 1/8" - 1'-0" z--bldg 3" = 1'-0" OTL- 23/4ex - 1 x_Oxa RTL-017 (g) 2013 cup, P.C./ct0A ALL RS i uCTu AREA OF WORK n4 In, I I I I I ! I I E ! I I I I t s d NLARGED OPENING I I I t I I d I 1 I I d 1 pg X 1 I I E I I k I P I i 2 51,1 I d I I t i I I I AREA OF WORK I I d i i t I I I EW OPENING 0 ! t I t 1 I I I d ® � Lu :z I C I t I I i E E O 0 0 � I E I I I I I i I 1 w I II I I I II I I I 51 1 E OPENING I I cl E d I t t I I d I D I I I I 1 t I 1 I I _ _ _ 1 I I I d i E I 9 I I I t 1 t I I I d d I I i I t l f I I t I 1 1 I 1 I I I ! d 4 t 1 I I I I I 1 I ( I I I I I 1 I 4 I I i d d i I I I 9 _ ! t _ _ - _ I - _ _ _ -C _ _ _ _ P _ _ - - �_ _ _ _ I - - - - - - - - - - - - - I- - -- - -I I I 15895 SW 72ND AVE SUITE 200 PORTLAND, OREGON 97224 TEL : 503 . 226 . 1 285 4 I I 6 I 6 I 6 1 I I I j 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 Mii f I I I I I I 1 1I I i I I i I I 1 I I i I I I I I t i I I I I I I I I1 1I i �•"./ I I I i l I i I � I { I f I I I I L-----------J L-----------J L-----------J L-----------i 9 2 3 4 5 S 302 W w 0'- uj o 02 4� 8S 12 7� 14 4.5 NORTH :2 w 0 OW w CODE METALS GENERAL SHOP DRAWINGS 0 2010 OREGON STRUCTURAL SPECIALTY CODE, OSSC 2010 1. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE SUBMIT SHOP DRAWINGS TO ARCHITECT/ENGINEER FOR THE FOLLOWING: 1. MISCELLANEOUS STRUCTURAL STEEL TO BE ASTM A36, FY=36 KSI, UNLESS NOTED FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. OTHERWISE. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE 1. STRUCTURAL AND MISCELLANEOUS STEEL INCLUDING WELD INSERTS AND ANCHORS DESIGN CRITERIA 2. STRUCTURAL STEEL BEAMS TO DE ASTM 992, FY=50 KSI, UNLESS NOTED STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, PUT NOT OTHERWISE. BE LIMITED TO, BRACING, SHORING OF LOADS DUE TO CONSTRUCTION EQUIPMENT, WIND LOADS: ETC. OBSERVATION VISITS TO THE SITE BY THE A/E SHALL NOT INCLUDE INSPECTION SPECIAL INSPECTION PROGRAM BASIC WIND SPEED (3 SECOND GUST) = 95 MPH 3. TUBES TO BE ASTM A500, FY-46 KSI; PIPES ASTM A501, FY=36 KSI. OF THE ABOVE ITEMS, EXPOSURE CATEGORY = B 4. BOLTS TO BE ASTM A325, UNLESS NOTED OTHERWISE. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH (2) (2) REFERENCED STANARD P=1 4.3PSF DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH 5. WELDING TO BE BY CERTIFIED WELDERS USING E70XX ELECTRODES IN ACCORDANCE A/E E WITH AWS STANDARDS. 1) EPDXY ANCHOR PLACEMENT - X ICC-ES REPORT FOR SPECIFIC ANCHOR EARTHQUAKE: 6. ALL STEEL TO HAVE SHOP COAT. 3. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS STEEL SEISMIC PARAMETERS: OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. OCCUPANCY CAT. II 7. STEEL FABRICATOR TO SUBMIT SHOP DRAWINGS TO A/E FOR REVIEW PRIOR TO 1} INSPECTION WELDING Q IMPORTANCE FACTOR = 1.0 FABRICATION, 4. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH A. STRUCTURAL L STEEL ar MAPPED: Ss = 106.1, Si = 37.2 SITE CLASS: D STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDUM. 1) SINGLE PASS FILLET WELDS < 5/16 - X LAWS D1.1 (3) DESIGN: SDs = 0.76, SD1 = 0.41 6. STEEL WASHERS TO BE USED AT ALL BOLTED CONDITIONS. g SEISMIC DESIGN CATEGORY = D 9. BRACING RODS TO BE INSTALLED TAUT; ONE STANDARD TURNBUCKLE PER ROD MAY 5. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, PROGRAM FOOTNOTES: BE USED. MECHANICAL, PLUMBING WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TTOCONSTRUCTION. (1-} THE ITEMS CHECKED WITH AN F,XH> SHALL BE INSPECTED IN ACCORDANCE WITH 2010 OSSC CHAPTER 17 10, LATEST RISC, SJI, AND AWS CODES APPLY. ALL CONSTRUCTION PER LATEST RISC BY A CERTIFIED SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY. FOR MATERIAL SAMPLING AND HANDBOOK. 6. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. HE SHALL BE RESPONSIBLE FOR TESTING REQUIREMENTS, REFER TO THE MATERIAL SAMPLING AND TESTING SECTION, THE PROJECT SPECIFICATIONS 11. ALL EXPANSION BOLTS SHALL BE 98SIMPSON TITEN HD" ANCHORS OR APPROVED EQUAL ALL CHANGES NECESSARY IF HE CHOOSES AN OPTION AND HE SHALL COORDINATE AND THE SPECIFIC GENERAL NOTES SECTIONS. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL WITH ICC RATING FOR MATERIAL INTO WHICH INSTALLATION TAKES PLACE. ALL DETAILS. TESTING AND INSPECTION REPORTS DIRECTLY TO THE ARCHITECT, ENGINEER, CONTRACTORS AND BUILDING OFFICIAL KEY PLAN & NOTES ANY MATERIALS WHICH FAIL TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT TO THE E 12. ALL ADHESIVE ANCHORS TO BE ASTM A36 W/ "HILTIWe BRAND RE-500 OR 7. WHERE ANY DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL ATTENTION OF THE ARCHITECT, SPECIAL TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED SIMPSON SET-XP ADHESIVE. STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL COMPONENTS. GOVERN. 13. ALL REFERENCE TO HEADED STUDS SHALL INDICATE AUTOMATIC WELDED HEADED (2.) CONTINUOUS SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON THE SITE AT ALL TIMES OBSERVINGsiso STUDS (NELSON OR EQUIVALENT). 6. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW THE WORK REQUIRING SPECIAL INSPECTION (2010 OSSC 1704.3). PERIODIC SPECIAL INSPECTION MEANS THAT THE g SHALL BEAR THE SEAL OF A CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM THAT ALL WORK REQUIRING STATE OF OREGON SPECIAL INSPECTION IS IN COMPLIANCE. JOB NO. 130015.02 9, ALL DETAIL CUTS SHOULD BE CONSIDERED TYPICAL LIKE CONDITIONS (3.) SPECIAL INSPECTION IS NOT REQUIRED FOR WORK PERFORMED BY AN APPROVED FABRICATOR PER 2013 CI®& P.c./C% ALL Roc RESMVED 2010 OSSC 1704.2 A P C I E Itu CTU PR F fes ORMN ° f D. 4 4 51.1 51.1 NEW OPENING NEIN OPENING HSS6x x3/Z3" HSS6x x3/8" ------------- 3 3 0 51.1 51.1 c�> Of V) uj ea c� 0 0 0 :2 On 0 w :r D ca o w CN 1n {n EAST WALL INTERIOR ELEVATION 1/4- - l'-O" 3 2 ____-----GUARDRAIL - SEE ARCH. EMBED GUARDRAIL POST 698 HSS TO WALL CONNECTION PER 7/S4.1MINIMUM INTO WALL CHAMFER,TYP Lamm E) CONC. PANEL (E) TILT WALL ! 2) #4 CONT, @ TOP OF WALL 4 A SlA ENLARGED OPENING - ° H556M /3" �� 1 1 _ 5" 11 � - RTH `� 1�`�'� 3x3x1/4" x 0'-3" LANG W/ (1) 1/299 DIA. "307 — — — _ — — THREADED ROD. HILTI RE-500 E----- 5 0 12" VERT AND 4 12" O.C. 15895 '� 72D AVE SUITE 200 EPDXY.--LOCATE EACH SIDE OF X HORIZ. W/ STD. 90° HOOK PORTLAND, OREGON 97224 3 I TUBE 0 2'-8" O.C. STAGGERED � —SCREENED WEEP HOLES AT TEL : 5 ° 3 . 2 2 6 . ' 2 8 5 51,1 I — — — — — — — 6'-0" O.C. -- 2" DIA. PIPE F A x ; 5 D 3 . EQ Q RAIN ROCK I HSS STRONGBACK PER PLAN E Q (E) CONC. PILASTER CAST INTEGRAL WITH PANEL ONT. KEY E.Q. 2" I EDGE OF EXISTING OPENING gi�°� 4 @ 12" O.C. EACH WAY �-� 3/16 1 3/4" 1 1/2' °° x° IN TOP AND BOTTOM OF FOOTING I I I I IT3 8"x699x19-099 I ( W/ (2) 5/8-0 A307 THREADED _ NOTE, o �o°�`�` I ROD, W/ HILTI RE-500 EPDXY _ AT RETAINING MALL HEIGHT __j "H" _ 0'-0" TO 29_048, C "D" 2a-4,—E1'—O" HSS HEADER TO PANEL--DETAIL A 1 1/2' 3/16 cq 8" 89, 2'-8'° (B} SECTION A-A r5 AMP DETAIL z z /,"�2 NORTH WALL INTERIOR ELEVATION HSS HEADER CONNECTION HSS CONNECTION @ EXISTING CONIC. COLUMN " a a ® 1/44' = 19 0" 1 1/2'4 = 1'-0" K�T1 1/2" = 1'-0'a 3/4 - 1 -0 a N N 0 `a za O c m v Lli w 0 LAJ z P.- s DETAILS m Simi c a Y N Q O Q JOB NO. 130015.02 a a a✓ 2013 CID& P.G.JCMA ALL MGM RESMIM ffATnE OR KAYU INTF. RNATIONAL TENANT IMPROVEMENT OF F_ TIGARD , OREGON ROBINSON FAMILY TRUST OWNER 0 Uj 21360 NW AMBERWOOD DR CONTACT: EVELYN ROBINSON 0 1 z0 HILLSBORO, OREGON ryC) C) q z � � a e ! cry ca r2 w3 a e3 Ca C' ROBINSON CONSTRUCTION CONTRACTOR V)� ` ca 0 ROBINSON21360 NW AMBERWOOD DR CONTACT: RANDY HILLSBORO, OREGON 97124 TELEPHONE: 503.645.8531 FAX: 503.645.5357 CIDA, INC. ARCHITECT 1 VA- ` ', € 4 PORTLAND, OREGON 97224 TELEPHONE: 503.226. 1285 FAX: 503.226. 1670 CIDA, INC. STRUCTURAL ENGINEER 15895 SW 72ND AVE, SUITE 200 CONTACT: I PORTLAND, OREGON 97224 � TELEPHONE: 503.226. 1285 15895 SW 72ND AVE SUITE 200 PORTLAND, OREGON 97224 FAX: 503.226. 1670 TEL : 5 0 3 . 2 2 6 . 12 8 5 DEFERRED SUBMITTALS ZONING CODE INFORMATION LEGAL DESCRIPTION F A X : 5 0 3 . 2 2 6 1 6 7 0 W W W C I D A I N C C C M DEFERRED SUBMITTALS ITEMS MUST DE SUBMITTED TO ARCHITECT FOR REVIEW ZONING: MUC — MIXED USE COMMERCIAL PRIOR TO PERMIT SUBMITTAL, DEFERRED ITEMS THEN SHALL BE SUBMITTED TAX MAP & LOT#: 1S13 BC #1100 AND APPROVED BY THE JURISDICTION PRIOR TO THE CONSTRUCTION / OVERLAY DISTRICT: WASHINGTON SQUARE REGIONAL CENTER INSTALLATION OF THE DEFERRED ITEM. BUILDING SIZE: 69,017 S.F. TOTAL, EXISTING TO REMAIN PROJECT DESCRIPTION MECHANICAL PLUMBING LOT SIZE: MIN REQUIRED: NONE DEFERRED ELECTRICAL EXISTING LOT SIZE: 206,910 S.F. / 4.75 ACRES WORK TO THE SITE INCLUDES, BUT IS NOT LIMITED TO RE—STRIPING OF Fir"Sprinklef FIRE SPRINKLER AND ALARM EXISTING IMPERVIOUS AREAS, A NEW EXTERIOR METAL STAIR AND NEW FireAlar CANOPY STRUCTURE SETBACKS: MIN REQUIRED: NONE, EXCEPT 20'-0" SIDE AND EXTERIOR CONCRETE RAMP, Mechanical REAR ABUTTING RESIDENTIAL ZONE Iumbi11 *DESIGN—BUILD CONTRACTOR SHALL COMPLETE, AS NECESSARY, REQUIRED MAX ALLOWED: 10'-0" FRONT & STREET SIDE IN WORK TO THE BUILDING EXTERIOR INCLUDES, BUT IS NOT LIMITED TO NEW ltr° PORTIONS OF THE OREGON ENERGY COMPLIANCE FORMS COMMERCIAL ZONE WIDENED OVERHEAD DOOR, NEW STOREFRONT OPENINGS AND NEW ENTRANCE Truss Enginecring EXISTING SETBACKS TO REMAIN WITH NO CHANGE. CANOPIES. Shop Drawings Irt Iger BUILDING HEIGHT: MAX HEIGHT ALLOWED: 200'-0" AND 2 STORIES WORK TO THE BUILDING INTERIOR INCLUDES BUT IS NOT LIMITED TO 656 SF Ot0 EXISTING HEIGHT: 228-10" AND 1 STORY OF OFFICE AREA, INCLUDING TWO NEW TOILET ROOMS. NO CHANGES PROPOSED FOR A FULL SCOPE OF WORK SEE THE FOLLOWING DRAB NG . SITE COVERAGE: MAX ALLOWED: 85% OR 175,574 S.F. EXISTING: 70% OR 69,017 S.F. (E) BUILDING r Lf- 76,165 S.F. REMAINING IMPERVIOUS AREA Oro D PROPOSED: 70% OR 69,017 S.F. (E) BUILDING & in 76,427 S.F. REMAINING IMPERVIOUS AREAz LLJ 0 LANDSCAPING: MIN REQUIRED 15% OR 31,037 S.F. Ld EXISTING: 30% OR 61,726 S.F. 6"W-ONOW -3-6 0 wn Ld REMOVED: 262 S.F. PROPOSED: 30% OR 61,466 S.F. rL Uj FLOOR AREA RATIO: MIN REQUIRED: 1,25 EXISTING: 0.33 0) NO CHANGES PROPOSEDC/)W ', g d Zw PARKING REQUIREMENTS: (E) PARKING REQUIRED 162 SPACES PREVIOUSLY `'Lli OEM� 0) CHANGE OF USE TO BULK SALES PROJECT T E 14,542 SF X 1.0/1®000 SF X 90% = 14 SPACES REQ ca CREDIT FOR (E) WAREHOUSE USE 6 SPACES a U NET INCREASE B SPACES ', C cn ` � �, J 0 TOTAL REQUIRED: 190 SPACES W/6 HANDICAP SPACES Wj _"� E � [162 (E) SPACES + 6 (N) SPACES] ca Cr �0 CL PROVIDED: 191 SPACES W/6 HANDICAP SPACES i � W 1 � cn � 90 COMPACT SPACES PROVIDED (=47.1%) %C N (n J w � MAX 50% ALLOWED ®� Q 0- Cr `C J 0 Lj Uj � _j (D 04 n CD SW NORTH DNKOTA ST ��` SW NORTH DAKOTA ST < < < < < cis c 1 22.5.13 MINOR MODIFICATION COVER SHEET 2 01.16.14 BUILDING PERMIT ECS1T NOfTM VICINITY MAP a N a u 0 JOB NO. 130015.02 NO SCALE (D 2013 cion, Q.c./CIDA ALL RIGffS RESSM KEYNOTES \ (E) TRASH ENCLOSURES TO REMAIN 0 IL 8FATnE (N) EXTRUDED CURB 5863 i 3 DEMO (E) CURB FOR (N) WORK PROPOSED (E) MONUMENT SIGN TO REMAIN U (N) CONCRETE RAMP - SEE PLAN 7/A1.1 .. s (N) EXTERIOR METAL STAIRS -- SEE PLAN 9/A2.1 (E) SPEED BUMP -_- - /' P B (N) ONE WAY DRIVE AISLE MARKINGS _________________________-_ ____ ___ ______-__ -_-- -! __� ____-________-_- / 9 (N) STRIPED ADA WALKWAY CD -- --��-- — - — ------------- - _ - / UO (N) STEEL PIPE BOLLARD - SEE DETAIL 11/A2,1 C) 0 t f I w r2 i - - zs — - - - - - - - - - p �V z r -.�� ^--� - a"'.� / F V) G eeeee _ _ _ _ _ _ - - -� E _ — � JT l eeeeeee0— eee cl e e e c l ,l (E) eeeeelu f C C e e c i 6 1 C c C G G j (1) t t e e e e Cz / � e eic e 1 l _ ' — c c c c e t - — (E} e c c e e , -�)— 6 i - 8 t f 15895 SW 72Na AVE SUITE 200 PORTLAND, OREGON 97224 €1 t ( f TEL : 503 . 226 . 1 285 r EXISTING INDOOR EXISTING SALES— f ORIENTED RETAIL tt / ENTERTAINMENT4�376SF TENANT 9,799 SF � 7 (E) ROOF DRAIN / _ i NEW SULK SALES E -- 3 t pa (E} GAS VALVE 1 14,$42 SF ® %���s��������i���i��o� , 5 f / ® (E) GAS METER � NNHH - - I t (D (E) COMMUNICATION MANHOLE i oocc �so � � f o �iiss f (E) COMMUNICATION RISER CD f cr 41 {E} PEDESTRIAN POLE E SIGNAL BOX Ll- -- - f (E) BOLLARD cc cr (E) POWER RISER b, (E) UTILITY POLE p rr��r€€rrrrrrrrrr�€frr�rEr ��rr�rrlrr -- f - � - i- -�-- - 0* (E) LIGHT POLE (E) EXTERIOR WALL MOUNT LIGHT Lo" Lj �\0 (E} — ----- -_- S i ai (E) ELECTRICAL PANEL c t e e c C (E) POWER METER ern nyn E' f f / I ( } ui TRANSFORMER rl 9 rt \ A i © (E) POWER VAULT ® (E) WATER VAULT � t 1 � � � � fl C( (E) WALL MOUNT FDC ' ( ) s/ \ a~� � 19 �'�/ (E) CATCH BASIN N BENCHMARK FOUND SURVEY MONUMENTyn �0�---- �,� A SURVEY CONTROL POINT SITE O f( LAN f a I A0ml NOM SITE PLAN JOB NO. 130015.02 1 ae = 308-0" z-sits 2013 COX P.C./CIDA ALL RIGHTS RESERVED a is i LEGEND CODE SUMMARY CODE SUMMARY EGRESS PATH 2010 OREGON STRUCTURAL SPECIALTY CGDE WITH MARCH 2012 OREGON AMENDMENTS FIRE PROTECTION INCREASE WATHE EXjT INDICATES EXIT SIGN LOCATION 11 Is = 300 PER SECTION 506,3 (E) 6Re CONCRETE TILT WALL SECTION 302 CLASSIFICATION AREA MODIFICATIONS FOR A-3 , OCCUPANCY GROUPS GROUP A-3 RECREATION ASSEMBLY (E) 1-HR FIRE HARRIER GROUP M MERCANTILE Aa = At + (At X If/100) + (At X Is/100) Ara = 9,500 + (9,500 X 75/100) + (9,500 X 300/100) OF (N) INTERIOR WALL10 Aa A 45,125 SF (E) INTERIOR WALL SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS AREA MODIFICATIONS FOR M PER TABLE 503 OCCUPANT LOAD KEY: BASIC ALLOWABLE HEIGHT GROUP A- 2 STORIES / 55 FEET A0 = 1 5 (At X 12,500} / X Is/100) (1 A� � 12,500 �- (12,500 X 75/1 Q0) + (12,5ao X 300/100) BUSINESS <--OCCUPANT TYPE GROUP M 2 STORIES / 55 FEET A0 = 59,375 SF 100 SF j <----ROOM AREA ACTUAL BUILDING HEIGHT 1 STORY / 22'-10" NO CHANGES PROPOSED ACTUAL BUILDING AREA PER OCCUPANCY (GROSS SF) i OCC <---NUMBER OF OCCUPANTS A-3 OCCUPANCY 44,376 SF BASIC ALLOWABLE AREA GROUP A-3 9,5010 SF M OCCUPANCY 24,641 SF GROUP M 12,500 SF TOTAL 69,017 SF z YARD SEPARATION OVER 60 FEET 4 SIDES 0 FRONTAGE INCREASE ACTUAL BUILDING HEIGHT 1 STORY, 22"-10" uj 1 0 0- If = 100 (F/P - 0.25) W/30 UNLIMITED AREA BUILDINGS (SECTION 507) 0 1 If 100 1090}/i090-0.25 30/30 B, F, M, OR S OCCUPANCY ALLOWED PER 507.3 c� If = 75% A-3 OCCUPANCY ALLOWED PER 507.7 m m 0 9 SEPARATION REQUIRED (OSSC 508.3.3.4) A 1 ALLOWABLE AREA uj 6 c6 EACH OCCUPANCY MEETS AREA MODIFICATIONS FOR INDIVIDUAL OCCUPANCY CLASS BUT THEY ARE 2 REQUIRED TO BE SEPARATED WITH FIRE BARRIERS PER OSSC 508.3.3.4.1 & 706.3.8. D - 0 In ® 1 _f- - - - - - - - - - - - - - - - - REQUIRED SEPARATION OF OCCUPANCIES BASED ON TABLE 508.3.3 1 X36" EXIT WIDTH r r 1 } r r s r t r r t i € r BETWEEN A & M 1—HR SEPARATION REQUIRED 1 s@ 0.20" PER } r r r r r r I r r r r r CC = 180 MAX I I I I - --i 1 I I I I I I EXISTING TENANT DEMISING WALLS WERE PREVIOUSLY PERMITTED AND ARE 1 HR RATED OCCUPANTS I r I I I - ALLOWABLE HEIGHT EXIT 40l I NO OCCUPANCY EXCEEDS THE BASIC ALLOWABLE HEIGHT IN FEET OR STORIES I SECTION 602 CONSTRUCTION CLASSIFICATION 1 ---_--- CONSTRUCTION TYPE III-B, SPRINKLERED A1.1 NO CHANGES PROPOSED TO TYPE OF CONSTRUCTION. OCCUPANT LOAD FACTORS TABLE 1004.1.1 it 1 BUSINESS AREAS 1 OCC/100 SF MERCANTILE - GRADE FLOOR AREAS 1 OCC/30 SF MERCANTILE - STORAGE AREAS 1 OCC/300 SF ¢ I I EGRESS COMPONENTS (STAIRS, HALLS, CORRIDORS, ETC,) & TOILET FACILITIES DO NOT CONTRIBUTE TO BUILDING OCCUPANCY cl BULK SALES TENANT 60 OCCUPANTS EGRESS WIDTH QSSC 1005.1 STAIRWAYS 0.30 INCHES PER OCCUPANT , OTHER EGRESS COMPONENTS 0.20 INCHES PER OCCUPANT 15895 SW 72ND AVE SUITE 200 PORTLAND, OREGON 97224 -- MEANS OF EGRESS ILLUMINATION OSSC 1006 T E L : 5 0 3 . 2 2 6 . 1 2 6 5 FAX : 5 0 6 . 2 2 6 . 1 6 7 0 1 ILLUMINATION LEVEL (OSSC 1006.2) W W w . 0 r D A } N c 0 0 M MINIMUM 1 FOOT-CANDLE AT THE WALKING SURFACE LEVEL 00, ILLUMINATION EMERGENCY POWER (OSSC 1006.3) - - -I- _T - - - - - 1 EMERGENCY POWER SHALL BE PROVIDED FOR A DURATION OF 90-MINUTES ' ,✓ ' i �T � � rje �e / � � d� - MINIMUM AREAS REQUIRED TO BE ILLUMINATED BY EMERGENCY POWER /r //� /r�✓odes /�//o/e�o��s' e /mss `/ ``r°� `�''��'/��� d//r/✓�r� ' �✓/i�rrr° - CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS s/' / f�'�/d� �� r����err/ r' ✓ ' *�f'/*�s ,` �,f�of` f�ffsf/ i�/ /ee err ✓or ✓�` °� '�,/ f - INTERIOR EXIT DISCHARGE ELEMENTS EXTERIOR LANDINGS WAREHOUSE EMERGENCY POWER PERFORMANCE (OSSC 1006.4) °"` � �` ° ��°'�° �✓ °� INITIAL ILLUMINATION; 1 FOOT-CANDLE AVERAGE W/ 0.1 FOOT-CANDLE MINIMUM AT ANY POINT AT FLOOR LEVE PEEMERCANTILE STORAGE 13,733 SEND OF EMERGENCY LIGHTING PERIOD; 0.6 FOOT-CANDLE AVERAGE W/ 0.06 FOOT-CANDLE MINIMUM AT ANY Z` X,z POINT AT FLOOR LEVEL 46 OCC mm �� / d ✓ Oe sr > __j EXIT SIGNS OSSC 1011 SEE 1/A1.0 FOR LOCATIONS OF EXIT SIGNAGE x , z ° ' x////AE=H1 ILLUMINATION (OSSC 1011.2) d dzzz z z d d/ s d ddd EXIT SIGNS ARE REQUIRED TO BE INTERNALLY OR EXTERNALLY ILLUMINATED z`' 'fd%,� '��d�s EXIT ACCESS TRAVEL DISTANCE OSSC 10116 zZZZ/Z , d,'d✓dd MAX 250`-0" FOR GROUP M OCCUPANCIES IN A BUILDING EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM z Z z z d (TABLE 10116.1). dz z N M R F EXITS AND CQNTINUI C 10 a: � ` �°�`�'F��'�� ���° '�'� NUMBER OF EXITS REQUIRED TABLE 1021,1 1 500 OCCUPANTS, MIN 2 EXITS lZ 0 � w � ,sem z r`,.°°�e'f°`�`''>''°�°"A�°.A.�,/��`s`.,�`Oe'`�i's ( } CL A1.t 1_r' 11_���e rz1:`o�,ro ! NUMBER OF EXITS PROVIDED 3 EXITS uj I I I I I I SECTION 502 BUILDING ENVELOPE REQUIREMENTS I I I C I I I I I I I I I SPECIFIC INSULATION REQUIREMENTS (PRESCRIPTIVE) PER TABLE 502.2(1) I— - - - -I - - T - -T - - -I- - T -T - -I T - -I- OPAQUE ROLL UP OR SLIDING DOORS SHALL HAVE A MAX U-0.5 Ld All OFFICE I I I I I I I I I I I I FENESTRATION (PRESCRIPTIVE) PER TABLE 502.3 BUSINESS I I I I I I I I I I I I I METAL FRAMING WITH THERMAL BREAK - STOREFRONT SHALL HAVE A MAX U-0.45 w 4 — � _ � — 4 — -�-- -I.._ .- - . � � 4 _ --I.— _ «� 115 SF tr = VERTICAL FENESTRATION MAXIMUM AREA SHALL NOT EXCEED 30 , PROPOSED TOTAL VERTICAL FENESTRATION IS 2 OCC I I I I I I I I I I I I I � 8 (1,974 SF/24,31 SF). OFFICE I- - .-. L � - -.-I- - rr DESIGN BUILD SUB CONTRACTORS ARE RESPONSIBLE FOR OEESC INTERIOR LIGHTING AND MECHANICAL CODE 1 BUSINESS I I I I I I I I I I I I I ri COMPLIANCE. 61i 115 SF II I I I I I I I I I I I I �I i lII atil - r n r ri�n r r Ti�r eim iTn'iTn rrrr } SECTION 2902 NUMBER OF FIXTURESnTrTIr }TT } n rrrr}n �T �Tz}rrr €rti rrr r } nrrrrrrrrrrTITr n � r } rr n I I I I I I ;; PLUMBING FIXTURES (TABLE 29—A) EXIT EXIT r 1 0 } 1 :1 =Z11EXISTING INDOOR ENTERTAINMENT TENANT - A-3 OCCUPANCY. NO CHANGES PROPOSED L ____ -.____.J L-----------J L-----------J L-----------J 1 1 OFFICE EXISTING RETAIL TENANT - M OCCUPANCY: NO CHANGES PROPOSED 36" EXIT WIDTH 102 36" EXIT WIDTH ' BUSINESS ' 9° �' ' s� " '� N BULK SALES TENANT - M OCCUPANCY. Z 0 0.15" PER @ 0.15" PER wo OCC = 240 MAX 127 SF OCC = 240 MAX OPEN OFFICE GROUP M 200 SF PER OCCUPANT 101 OCCUPANTS 2 QCC OCCUPANTS 14,842 SF / 200 SF = 75 OCCUPANTS (38 PER SEX) MASTER FLOOR PLAN &6 MERCANTILE GRADE MIN REQ'D: W C V. CODE SUMMARY 215 SF 1 MEN'S 1 FOR EACH 2 WC 8 OCC 1 WOMEN'S 1 FOR EACH 2 WC GRAND TOTAL 2 TOTAL 2 TOTAL AlwO Q �2 NOM ACTUAL PROVIDED. W C LAV. JOB NO. 130015.02 MASTER FLOOR PLAN 2 UNISEX 2 TOTAL 1/16" V-0" c 2013 CD& P.C./CIDA i? 43 KEYNOTES FLOOR PLAN GENERAL NOTES DEMO (E) METAL STAIR IN ITS ENTIRETY 1. ALL CONDITIONS SHOWN OR IMPLIED ON THE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. NOTIFY � ARCHITECT / ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START ' DEMO (E) STEEL PIPE BOLLARD IN ITS ENTIRETY OF WORK. 1 2 3 �� DEMO (E) CONCRETE WALL AS INDICATED. 2, ALL DIMENSIONS ARE TO CENTER OF WALL UNLESS NOTED OF SEE STRUCTURAL FOR ADDITIONAL DETAILS. OTHERWISE. 3. PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED AND INSTALLED AS t t € REQUIRED BY APPLICABLE STANDARDS € t 4. THE HIGHEST OPERABLE PART OF ENVIRONMENTAL AND OTHER 1 CONTROLS, DISPENSERS, ELECTRICAL, AND COMMUNICATION SYSTEM 2 RECEPTACLES ON WALLS AND OTHER OPERABLE EQUIPMENT SHALL BE t ' WITHIN AT LEAST ONE OF THE REACH RANGES SPECIFIED IN SECTION t II 1109.12, AND NOT LESS THAN 36" ABOVE THE FLOOR, ELECTRICAL ---- r-T- 1 5'-0" 6„ AND COMMUNICATIONS SYSTEM RECEPTACLES ON WALLS SHALL BE i 3 3 B MOUNTED NO LESS THAN 15" ABOVE THE FLOOR (1109.12), 1 I_Ll� A - - -- - -- NON RATED PARTITION WALL - 3625125-27 a I c? (E) 107-A (E) (E) METAL STUDS 0 1'-4" O.C. W/ ONE LAYER cn RCP GENERAL NOTES 5/6" GYPSUM BOARD EACH SIDE, TO 6" L� 3'-0 14 -0 3 -p c� c_ €i ABOVE THE CEILING, SEE DETAIL 5/A1.2" 1 iE-01 0 3 1. THIS DRAWING IS DIAGRAMMATIC AND FOR DESIGN PURPOSES ONLY. 1 ALL DIMENSIONS TO BE FIELD VERIFIED. 0 NON RATED PARTITION WALL - 362S125-727 0 WAREHOUSE /\ METAL STUDS C 1'-4" O.C. W/ ONE LAYER 2. ELECTRICAL CONTRACTOR TO VERIFY MINIMUM EMERGENCY EXIT ILLUMINATION WITH BATTERY BACKUP AT EGRESS PATH OF TRAVEL - m � 107 5/6" WATER RESISTANT GYPSUM BOARD EACH I SIDE TO BOTTOM OF THE CEILING. SEE ' A PROVIDE 1 F,C" MIN. EMERGENCY LIGHTING AT PATH OF TRAVEL. THIS aPP LEVEL MAY DIMINISH TO NOT LESS THAN 06 F.C. OVER 1.5 HOURS OF a DETAIL 6/A1.2 OPERATION. Q � W rfi 3. CEILING HEIGHT 9'-0" U.N.O. C FURRING WALL - METAL FURRING CHANNELS ua @ 2'-0" O.C. W/ ONE LAYER 5/6" GYPSUM 04 NORTH BOARD ON ROOM SIDE, WATER RESISTANT AS REQUIRED, TO 6" ABOVE THE CEILING. LEGEND co J/ CORRIDOR ROOM NAME do NUMBER I � 101 (E) EXTERIOR WALL WAREHOUSE v/\--t WAREHOUSE 107 1 O Emimm (N) INTERIOR WALL 1 ,0.1.3 €3'-4 1/2" 5'_5" 13'-5 1 " /2 A 12 E) INTERIOR WALL TO REMAIN 0 < U- FOW (o WINDOW/RELITE TYPE SEE 1/A1.2 FO I t00 r \ C UNISBEX A A N UNISEX A 2X4 (N) LAY IN ACOUSTICAL CEILING GRID 0. ca 3 1 i' 14 1 06 B B 1 tai H — _ E 02 FDo OFFICE H _ — OFFICE 104-A 104 �� a (N) GYPSUM BOARD CEILING ( FD i ® a B 103-A �� m....._ C A D 2X4 (N) LAYIN FLUORESCENT LIGHT FIXTURE WITH UNISEX B i' UNISEX - + BATTERY BACKUP 00 105 105-A m :. 10 . ,. . o OFFICE OFFICE t 2X4 (N) LAYIN FLUORESCENT LIGHT FIXTURE 103 � B 102-A PATH OF EGRESS s a � A E (E) ILLUMINATED EXIT SIGN 15895 SW 72ND AVE SUITE 200 6" RECESSED DOWNLIGHT PORTLAND, aNEaaN 9722 OPEN OFFICE B OPEN ICE 1 O OFFICE _ OFFICE 1 1 T E L 5 0 3 . 2 2 6 1 2 8 5 i Rt1.3 101 102 N d I (E) EXISTING FAX 5a 3 . 226 . 1 670 C A (N) NEW WWF° . C I D A I N C C 0 M C FOW to FOW FOW FACE OF WALL FD FLOOR DRAIN ! II I 1 f tI----------------------- -1I I E L------------------------i I t 11 E I I NORTH NORTH NORTH 1 2 1 2 an - s sn ,_ >s z as an 1 �LO�OR�PL�A ....... Ail J/ 2 bldg o 1 1/2- GALV. STEEL PIPE GUARDRAIL WITH WELDED CONNECTIONS - GROUT IN 2"0 X 6" SLEEVE W/NON-SHRINK, NON METALLIC GROUT 1 1/4" GALV. STEEL HANDRAIL 1 1/2" WITH WELDED CONNECTIONS, CLR WHERE REQ'D AT RAMP I LLJ b cia,I a co GYP. BD, 1/2" CHAMFER � 6 7 B 9 10 PREFINISHED 16 GAUGE i I SHEET METAL CHANNEL a `V 12 ( -- COLOR TO MATCH FINISH GRADE ;71.1 I WINDOW SYSTEM t I I r € GRADE t0" 24` 0" FIELD VERIFY WITH GRADE VARIES530'-0" MAX RUN BETWEEN LANDING 5° 0" 24'-0" 10`-6" " 6'-`� 1/2n, °4 >ME r------ II l 1 1 2' �— f— DRAINAGE ROCK N 1:12 of � I i BACKFILL I FA IPA 4'-0" 3'-0" I g k- a MIN. MIN, SEALANT OVER NEOPRENE GASKET--- ATTACH TO SCREENED WEEP HOLES @ 6'-0' STOREFRONT SYSTEM W/ O.C. - 2" 0 PIPE ADHESIVE TAPE FINISH GRADE k d (E) INSULATED GLAZING CONCRETE FOOTING-- SEE STRUCTURAL (E) ALUMINUM STOREFRONT as FLOOR PLANS Y M MULLION --- _. --- - - - - - - -- - - ---- ____ a DETAILS CENTERLINE OF STUD 1 WALL AND CENTERLINE 4. d OF MULLIONQ 4 4 aAlml aNORTH �2 9 PARTIAL FLOOR PLAN K"12 o NEW WALL AT (E) STOREFRONT MULLION RAMP RETAINING WALL / GUARDRAIL JOB NO. 13 15.02 Al. 1 fBnn = 1'-O" z-bldg 3" = 1'-0" RTL- 2 Kff3/4>, 1`-0" C1TL-717 2713 cloy P.c./ctsa RI 0 0 DOOR SCHEDULE M. KAM TYPE OPENING DOOR FRAME ASSEMBLY NO. TYPE WIDTH TSLFINISH 101-A 38 -0" 7'-0" 1 3/4" WD NATURAL HMKD PRE-FINISHED 1 - - 102-A B 3'-0AF 7'-0" 1 3/4" WD NATURAL HMKD - 2 - OF - 103-A B 3'-0" 7°-0" 1 3Z4" WD NATURAL HMKD - 2 - - 104-A B 3A-0" 7A-OAA 1 3/4" WD NATURAL HMKD - 2 - - 18'-6" 105-A B 3'-0" 7'-0" 1 3 4" WD NATURAL HMKD - 3 -- - 2'-6°' 3'-2" 2'-0" 3'-2" 2'-0" 3'-2" 2'-6" 106-A B 3 -0" 7'-0 1 3 4 WD NATURAL HMKD - 3 - - 107-A C 20A_048 14°-094 - STEEL FACTORY - - - - 3'-4" '-6" E-01 A 3'-0" 7'®-O" 1 3Z4" AL GL FACTORY AL PRE-FINISHED 4 - 2 PREFINISHED ANODIZED E-02 I A 3'-0" 7A-0" 1 31/4" AL GL FACTORY AL PRE-FINISHED 4 - 2 ALUMINUM STOREFRONT FRAMING _ NOTES: ABBREVIATIONS: 1. ALL (E) DOORS SHOWN ON PLANS NOT SCHEDULED ABOVE ARE TO REMAIN AS IS. AL - ALUMINUM WD - WOOD 1- INSULATING GLASS, 2. PROVIDE SIGN STATING "THIS DOOR IS TO REMAIN UNLOCKED WHEN AREA IS GL - GLASS PR - PAIR �, a T T PROVIDE TEMPERED T HMKD - HOLLOW METAL KNOCKDOWN OCCUPIED ABOVE DOOR o WHERE INDICATED (T} \ f DOOR AS SCHEDULED J f 2" WIDE HEAD, JAMB, HARDWARE GROUPS0 AND SILL 0 T T T T T T f \ —1/4" TEMPERED GLASSi C 5 r_ E _ _ _ FFE GR P 1. (DOORS 102-A, 103-A & 104-A) :2 on 0 DOOR 101-A 1 1/2 PR BUTTS w - A WINDOW TYPE B 1 1/2 PR BUTTS 1 EA OFFICE LOCKSET INTERIOR RECITE 1 EA CLOSER � 1 EA STRIKE 1 EA PASSAGE LATCH SET � - 1 EA STRIKE 1 EA WALL STOP Cv 1 EA WALL STOP 1 SET SILENCERS � 1 EA SOUND GASKET WINDOW TYPES RELITE TYPES GROUP 3: GRO P 4: e _- 1/4" = 1'-0" DTL-005 1/4°A 1°-0" DTL-005 DOORS 105--A & 106-A DOORS -01 & E-02 1 1/2 PR BUTTS 3 EA PIVOTS 1 EA CLOSER 1 EA CLOSER 1 EA PRIVACY LOCK SET 1 EA ENTRANCE LOCKSET 1 EA DEAD BOLT W/OCC INDICATOR 1 EA STRIKE 1 EA STRIKE 1 EA CYLINDER 1 EA WALL STOP 1 SET WEATHERSTRIP 1 EA KICKPLATE 1 EA THRESHOLD 1 EA SOUND GASKET -- 6005162-54 (6005162--43 ALT.) STEEL BOTTOM OF DECK JOISTS AT 2'-0" O.C. UNLESS NOTED OTHERWISE - PROVIDE LATERAL BRACE AT MIDPOINT OF JOISTS < SECURE TO UNDERSIDE OF DECK WITH (2) 0.136" DIA. POWDER �' DRIVEN FASTENERS OR (2) 1" TYPE Ln °S' SCREWS 3-5/5" 25 GAUGE STUD BRACE AT 6'-0" O.C. �4. ALTERNATE: HORIZ. BRACE TO SUSPENDED CEILING, PER RCP CD ADJACENT WALL w „W„ _ SOUND ATTENUATION BATT, FULL DEPTH SUSPENDED CEILING „W„ _ Lu CONT. TOP TRACK SECURED WITH z (2) #6 SCREWS EA. STUD 0 5/8A° GYPSUM BOARD J � f / 15$95 SW 72ND AVE SUITE 200 METAL STUD PARTITION PER WALL TYPE PORTLAND, Q 6 697224 Q Q METAL STUD PARTITION PER WALL TYPE T e L : Q . 2 2 . 11 2 5 F A X 5 0 3 2 2 5 1 & 7 0 Ja �' BATT INSULATION PER WALL TYPE = = wvuv� cIDAirtccoM � v CD TEMPERED Li c BASE f' Z:__ BASE PER SCHEDULE GLASS u, BOTTOM TRACK TO FLOOR WITH BOTTOM TRACK TO FLOOR WITH POWDER POWDER DRIVEN ANCHORS AT 2°-5" DRIVEN ANCHORS AT 2°-5F° (MAX) O.C. \ \ z (MAX) O.C. AND AT CORNERS AND AND AT CORNERS AND ENDS Li L� ENDS u, u, ALUMINUM STOREFRONT FLUSH OVERHEAD SECTIONAL w — — INTERIOR PARTITION WALL TYPE A INTERIOR PARTITION WALL TYPE B DOOR TYPES 0 A _ DTL-014 DTL-004 ® 3/4 = 1 —0 DTL-095 3/4°A -- 1°-0" NOT TO SCALE INT. OR EXT. WALL ROOF OR FLOOR DECK -- -- 12 GA. HANGER WIRES @ 4F-0`° O.C. (TYP.) NOTE: COMPRESSION BRACE, SEE Loll. D SUSPENDED CEILINGS TO BE SCHEDULE ROOM FINISH SCHEDULE I-- m INSTALLED WITH BERC2 SYSTEM BY ARMSTRONG AS 12 GA. SPLAYED BRACE WIRES DUCT SHOWN, APPROVED EQUAL (TYP,) MAXIMUM ANGLE FROM NOTE 10 CLIP SYSTEM OR PRESCRIPTIVE HORIZONTAL IS 45 DEGREES FLOORROOMLL LL LL L LHEIGHT - Lo" uj 7 TYP. METHOD PER OSSC 603.9.1.1 101 OPEN OFFICE F-3 B-1 W-1 W--1 W-1 W-1 C-1 9 -0 -- AND ASTM 635 & 636 CROSS TEE 102 OFFICE F-3 B-1 W-1 -1 W-1 W-1 C-1 9'-0' -- uj NOTE 5 103 OFFICE F-3 B-1 W-1 W-1 W-1 W-1 C 1 9'-0°' -_ 104 OFFICE F-3 B-1 W-1 W-1 W-1 W-1 C-1 9'-Q°' -- NOTE 3 NOTE 4 7NOTE 9 105 UNISEX F-2 B-2 W-1 W-2 W-1 W-2 W-1 W-2 W-1 W-2 C-A2 9 -0 NOTE 6 MAIN TEE -- 106 UNISEX F-�2 B-2 W-1 W-2 W-1 W-2 W-1 W-2 W-1/W-2 C-�2 9 -0" -- NOTE: i 107 WAREHOUSE F-1 B-1 W-1 W-1 W-1 W-1 C 3 E -- 5" MAX ALL WIRE TO BE NO. 12 2,> GAUGE, CONNECTIONS TO BE I-- z NOTE 1 3 TURN MINIMUM WITHIN 3 NOTE 2 :NOTE 11,12 INCHES OF THE CONNECTION NOTE 7 NOTE 7 FASTENER SCHEDULE NOTES: CONSTRUCTION TYPE FASTENE R REQUIREMENTS 1. -- 6'-0" MAX. 4'-0" NOTE B WOOD 1 4°' X 3°' SCREW EYES NOT S: O.C. MAX, ( 12 WIRE) STEEL DECK PRE DRP WIRES, CMI DC1 OR DC, 2-1/4°' METEAL DECK E 1. 7/8" WALL MOLDING. ATTACH TO PERIMETER WALLS SCREW EYES N 2. 2'° BERC (BEAM END RETAINING CLIP) AT INTERSECTION OF EACH GRID BAR TO WALL SUPPORT. ATTACH BERC TO GRID ON 2 POST TENSIONED CONCRFRE DRP WIRES EMBEDS, 1/4- X 3Z4" METAL HIT ANCHORS ADJACENT WALLS. PROVIDE 1/2" CLEARANCE ON UNATTACHED BERC. CAST IN PLACE CONCREE DRP WIRES, EMBEDS, 1Z4" X 3Z4" METAL HIT ANCHORS ROOM FINISHES INDEX 3. PERIMETER HANGER WIRES - WITHIN 5" OF ALL WALL ON ALL TERMINAL ENDS OF CROSS RUNNERS AND MAIN RUNNERS. N 4. SUSPENSION WIRES AT 4'-0" ON CENTER. SOFT ANNEALED GALVANIZED COMPRESSION STRUT SCHEDULE 5. VERTICAL STRUT FASTENED TO MAIN RUNNER AND EXTENDED TO THE STRUCTURAL FRAME. 12'-0" O.C. EACH WAY MAX. LENGTH OF STRUTSTRUT REQUIREMENTS 6. HORIZONTAL RESTRAINTS SECURED TO MAIN RUNNER WITHIN 2" OF CROSS RUNNER. INSTALL 4 AT 90° ANGLE FROM EACH OTHER F-1 SEALED CONCRETE B-1 4" STRAIGHT RUBBER, FLEXCO, 02 BARK C--1 2X4 ACOUSTICAL LAY-IN AND AT ANGLE LESS THAN 45® FROM THE PLANE OF THE CEILING, 5'-10°` 1/2I DIA. CONDUIT EMT CEILING 7. HEAVY DUTY SUSPENDED CEILING SYSTEM - MAIN RUNNERS AND CROSS RUNNERS 7'-5" 4" DI 3 . CONDUIT EMT F-2 LINOLEUM, ARMSTRONG, B-2 6'° COVED RUBBER, FLEXCO, 02 BARK 5. ACOUSTICAL CEILING PANELS - 24" X 46" X 5/5" LAY-IN. (24°' X 24" WHERE INDICATED ON PLANS) 9'-9'F 1" DIA. CONDUIT EMT LP546, BAREFOOT C-2 PAINTED GYPSUM BOARD 9. TRAPEZE DUCTWORK AND OTHER LARGE OBSTRUCTIONS, COUNTER SLOPE. 12°-0" SINGLE 1-5/8" X 20 GA METAL STUD - COLOR TBD 10. CONNECTION DEVICE TO HAVE 150 CAPACITY. F-3 CARPET TILE, BIGELOW, SKETCHPAD, 15°-0AA BACK T BACK 1-5 5AA X 24 GA METAL STUDS BT296 7545 WILDERNESS WALL FNIMC-3 EXPOSED STRUCTURE - PAINTED 11. LIGHT FIXTURES MUST BE ATTACHED TO SUSPENSION SYSTEM. FIXTURES WEIGHING LESS THAN 56Ibs MUST HAVE (2) 12-GAUGE 13'-6" SINGLE 2-1/?" X 20 GA METAL STUD W-1 PAINTED GYPSUM BOARD, COLOR TBD SCHEDULESc WIRES AT DIAGONAL CORNERS. HEAVIER FIXTURES MUST BE SUPPORTED INDEPENDENTLY FROM THE BUILDING STRUCTURE. PENDANT 15°-0°° BACK T BACK 2-1 2" X 20 GA METAL STUDS BENJAMIN MOORE CO., DETAILS LIGHTS MUST BE SUPPORTED DIRECTLY FROM THE STRUCTURE WITH A 9--GAUGE WIRE REGARDLESS OF WEIGHT. HC-45 SHAKER BEIGE RK 12. MECHANICAL DEVICES MUST BE ATTACHED TO MAIN BEAMS AND CROSS TEES. DEVICES WEIGHING LESS THAN 20lbs DO NOT DESIGN BASED ON CITY OF PORTLAND, OR PRESCRIPTIVE DESIGN STANDARD DATED FEBRUARY 1, PL-1 PLASTIC LAMINATE COUNTERTOP REQUIRE SAF WIRES. DEVICES WEIGHING 20-56Ibs REQUIRE (2) 12-GAUGE WIRES AT DIAGONAL CORNERS. HEAVIER FIXTURES 2006 W-2 PLASTIC LAMINATE WAINSCOT TO 4°-0" W/4" BACKSPLASH, WILSONART, MUST BE SUPPORTED INDEPENDENTLY FROM THE BUILDING STRUCTURE. PROVIDE HEAVY DUTY CEILING SUSPENSION SYSTEM CONFORMING TO THE REQUIREMENTS OF 4646-60 MORRO ZEPHYR A1m2 ASTM C-635-00. A.F.F., WILSONARTA a IDLATERAL BRACING FOR SUSPENDED CEILING REFER TO STANDARD FOR ADDITIONAL INFORMATION. COPIES ARE AVAILABLE AT ARCHITECT'S 4546-60 MORRO ZEPHYR PL-2 PLASTIC LAMINATE CABINET, JOB NO. 130015.02 OFFICE PIONITEF AT9$1, CORIANDER FIBER 3/4" - V-0" DTL-002 lel 2013 C60& P.C.f CIDA ALL RPM RESERVED a e NOTE: ALL ACCESSIBLE TOILET STALLS, URINALS, LAVATORIES AND ACCESSORIES SHALL COMPLY WITH IBC SECTION 1109 AND ANSI „ A117.1-2003 CHAPTER 6. 8'-0 u- SEE PLAN FOR FIXTURE PLACEMENT. PARTITIONS AS INDICATED ON PLAN, FOF ' \ GRAB BAR -- PER GRAB BAR -- PER ANSI 609 580 OR f` UNISEX ANS! 604.5.2 t 1 t}6 --------- OF A I Q0 1 ' D B i 3 12" MAX.If" 42" MIN. MIRROR 39"-41 PP M.-7.) i-blz—tiv� 36" MIN. 2 24" MIN. 12" C i GRAB BARS -- PER / FOE `FDi L -i! � ANSI 6Q4,5.1 MIN FOF T.Q. % Q0 17"-25" 1 WAINSCOT— 8" MIN. 1 2 3 _ = ' SCHEDULE H ii i 0 f ` LY _ 1 1/4" TO 1 1/2" :z iUj UJ ---------- 1 1 f 2" �s :,j- a F a 0 CL r_ \l � UNISEX i1-, � � � � LAVATORY TO CONFORM TO ANSI 606 ��� F,r � � 0 1 Al. D B a z � � — SEE PLAN FOR REQUIRED �ef. rr.{°�,�� ca NUMBER AND LOCATION OF FIXTURES 6„ MAX. 11" FOF —TOILET PAPER FLUSH VALVE 1 _3 LAVATORY PIPE INSULATION MIN. `�' DISPENSER LOCATION, OPEN SIDE OF "6--18- MIN, w ffa "- "- ____ BELOW GRAB BAR -- ROOM OR STALL .�__�_— PER ANSI 604.7 0 ,�; — i i NO SCALE W V) NORTH ENLARGED TOILET ROOM FLOOR PLAN TOILET ROOM MOUNTING HEIGHTS 0 1.3 SCALE: 1/4" = 1 A-088 z—bIdg 3/8" — 1 A-0" DTL•009 KEYNOTES -SEE DETAIL 2/A1.3 FOR CLEARANCE & MOUNTING HEIGHT REQUIREMENTS ACCESSIBLE WATER CLOSET PAINTED GYP BD PAINTED GYP BD PAINTED GYP BD PAINTED GYP BD GRAB BARS e--� P-LAM WAINSCOT P--LAM WAINSCOT WALL MOUNTED LAVATORY MIRROR \ \ MIRROR P—LAM WAINSCOT \ \ GRAB BARS ACCESSIBLE \ \ ACCESSIBLE LEGEND WALL HUNG \ \ WALL HUNG LAVATORY LAVATORY \ \ FOF FACE OF FINISH ACCESSIBLE P—LAM WAINSCOT WATER CLOSET FD FLOOR DRAIN 6A, RUBBER BASE 6" RUBBER BASE // 694 RUBBER BASE �� 6 RUBBER BASE (E) EXISTING (N) NEIN f ELEVATION A ELEVATION B ELEVATION A ELEVATION B PAINTED GYP BD r PAINTED GYP BD PAINTED GYP BD P--LAM WAINSCOT —PAINTED GYP BD 15895 SW 72ND AVE SUITE 200 PORTLAND, OREGON 97224 TEL : 5 0 3 . 2 2 6 . 1 2 6 5 F A X : 5 0 3 . 2 2 6 . 1 6 7 0 W W W C f D A 1 N C C C M P—LAM WAINSCOT P—LAM WAINSCOT GRAB BARS GRAB BARS GRAB BARS P—LAM WAINSCOT ACCESSIBLE------. ACCESSIBLE ACCESSIBLE WATER CLOSET WATER CLOSET WATER CLOSET 68B RUBBER BASE 6" RUBBER BASE 6" RUBBER BASE 6" RUBBER BASE ELEVATION C NATION EL ,TION C ELEVATION D ELEVATIONS UNISEX 105 r8 LEVATIONS UNISEX 106 0 — 4 P9 DTL-011 — P " DTL-01 d 1/4" — 1 —0 1/4" — 1 —0 CN PLASTIC LAMINATE (TYPE TBD) AT ALL EXPOSED EXTERIOR SURFACES TYP. SHELF PIN HOLES ® 1" O.C. TYP. Wf ADJ, Loll w Li PLASTIC LAMINATE (TYPE TBD) SHELVES 8ACRYLIC SIGN Wf WHITE GRAPHICS 01- Lu o OE & LETTERING ON COLORED FIELD AS SELECTED BY ARCHITECT FROM WIRE PULLS �- LOCATE 1-1/2" FROM 1 VERTICAL EDGE (TYP.) MRF.'S STANDARD RANGE CN 0 0 Ill- 6" GRAPHIC AREA FOR PICTOGRAM MELAMINE ALL INTERIOR SURFACES 70 z LETTERING; 5/8" SIZE MIN., RAISED Lai ck� 1/32" MIN. PLASTIC LAMINATE (TYPE TBD) COUNTER GRADE 2 BRAILLE TOP Wf 489 SIDE AND BACKSPLASH, FLAT 2 EQ = 5'-6" 19 0'P EDGE, TYP. _ `0 LOW PROFILE SINK - PROVIDE DRAIN PIPE Li o INSULATION COVER, �t 13 PAINTED GYP BD CD w PLASTIC LAMINATE 2 1 �® S" PROVIDE BLOCKING AS REQUIRED, >= N o U UPPER CABINET SIGNS SHALL BE INSTALLED ON THE INSULATED EXPOSED DRAIN & HOT WATER L WALL ADJACENT TO THE LATCH SIDE SUPPLY PIPINGS OF THE DOOR. WHERE THERE IS NO PLASTIC LAMINATE TYPE TBD AT ALLym WALL SPACE TO THE LATCH SIDE OF \\f PLASTIC LAMINATE ( ) �, THE DOOR, INCLUDING AT DOUBLE Ff COUNTERTOP EXPOSED EXTERIOR SURFACES TYP. LEAF DOORS, SIGNS SHALL BE _ " PLACED ON THE NEAREST ADJACENT PLASTIC LAMINATE o MELAMINE AT ALL INTERIOR SURFACES TYP. WALL. MOUNTING LOCATION SHALL BASE CABINET i BE SO THAT A PERSON MAYF- 1 APPROACH WITHIN 3 INCHES --�i . -v HATCHED AREA INDICATES ADA CLEARANCES F r REF i 4" RUBBER BASE (76mm) OF SIGNAGE WITHOUT t NIC ENLARGED TOILET ENCOUNTERING PROTRUDING \ i i 499 RUBBER BASE (TYPE TBD) ROOM PLAN � OBJECTS OR STANDING WITHIN THE DETAILS SWING OF A DOOR 3'-099 2'-6" 3„ 6„ NOTE; PROVIDE A MINIMUM 30" a Y CLEAR WIDTH UNDER SINK WHEN DOORS ARE OPEN A13 Q 9 TOILET ROOM IDENTIFICATION rio ASEWORK ELEVATION ASEWORK SECTION JOB NO, 130015.02 a1.3 'P — 1'®Q" DTL-013 K�W1!498 = 1 A—QP: ELEV-001 K�W 3/498 = 18—Q8A DTL-016 t�� 2013 CID, P.C.fCiEA0. ALL RI a w LEGEND KEY NOTES EXTERIOR WINDOW TYPE - SEE 1/A1.2 I (E) CONCRETE WALL TO REMAIN DFATUE T.O. TOP OF ( 2 }- (E) EXTERIOR DOOR AND FRAME TO REMAIN �3OR (N) PRE--FINISHED INSULATED OVERHEAD DOOR, SEE DOOR SCHEDULE, SHEET A1.2 4 3 2 2 1 ' B.O. BOTTOM OF I (E) OVERHEAD DOOR TO REMAIN F.F.E FINISH FLOOR ELEVATION �--� OF (N) EXTERIOR METAL STAIRS, SEE DETAIL 9/A2.1 ° ° D,S. DOWNSPOUT DS 6 f (N) ALUMINUM STOREFRONT SYSTEM I I 1 f (N) NEW I I I (N) BLACK CANVAS CANOPY, SEE DETAIL 12/A2.1 (E) EXISTING (N) CONCRETE RAMP, SEE DETAIL 7/A1.1 f I I O (E) WALL SIGNS TO REMAIN CONCRETE TO DE REMOVED FOR N OPENING, SEE STRUCTURAL I I I z I € I 0 Q CL f I f f I I > 0ca 0 4 _ _ _ F.F.E. � _j � `� - - :2 m 0 w 2 a <D w "' �s D 4 3 5 4 U) PARTIAL NORTH ELEVATION 1 1/2" GALV, STEEL PIPE-- TYP. (E) CONCRETE WALL WELD ALL AROUND AT CONNECTIONS, GRIND SMOOTH 12 L3x3x1/4 FRAME LANDING D A2.1 C D A MC 12x207 STRINGERS r_ O 7 7 9 5/8PP EXPANSION ANCHOR 194 WELDED GRATE -0 GALV. METAL LANDING 144 WELDED GRATE GALV. METAL 99 5'-0TREADS W/ NON—SLIP NOSING DS CLOSED RISER 1 V-11" 1 7i�i�i� v w=14T.O. (N) CA OPY cn > lei WO ANGLE 2---1/2" x u' o CLR i I 2-1/298 x 3/16 � Lo B.O. (N) CA OPY 19$95 SW 72ND AVE SUITE 200 °l' _ _ II ` ( 2P-0" O.C. MAX. s �� - PORTLAND, OREGON 97224 C == _ _ �— ' � ° X .Q _ � '� � � TEL : 503 . 226 . 1 299 I - j I w MC 12 x 20.7 < w II (, STRINGER EACH :2 ° v� o FAX • 503 . 226 . 1670 SIDE OF STAIR L i €� �T i I - �_ I � ��r t� r w w c I o a f e `o FINISH GRAD cn - - _ - - _ _ I I 1" WELDED GRATE GALV. 1/2" x 699 x 12" STEEL BASE METAL TREADS W/ PLATE AT EACH STRINGER W/ 1/2440 — _ — — °. . NON-SLIP NOSING — — — A _ �---- a � a m ,. _ _ F.F.E. EXPANSION BOLTS e . tea ° ° ° NOTE: WELD ALL AROUND °4 ° f — AT CONNECTIONS, GRIND SMOOTH. ENTIRE ASSEMBLY SHALL BE w CORNER PLATE BELOW — ® — 1 GALVANIZED STEEL. 6 1 B 6 11' > re YPICAL EXTERIOR STAIR SECTION IAL EAST ELEVATIONw HANDRAIL CD 98 DTL-007 4P 4 P9 GUARDRAIL 0 1/2- 1'-0" 1/B 1 -O �� MOM cr pe) a w w u 1/4" SAW CUT - FILL W/HARDENING SEALANT cn REGLET - SET IN SEALANT Ill— C) CANVAS CANOPY - COLOR BLACK 101„ STRUCTURE TO BE DESIGN/BUILT BY OTHERS A2,1 1 1/2" MIN. 1 1/2" 0 STD. STEEL PIPE RAIL W/ 1 1/2" MIN. 15'-0" A.F.F Q0 WELDED CONNECTIONS LOIJ 0:� :2 cl:� uj TYPICAL HANDRAIL-- EXISTING CONCRETE WALLcj_ 0 1 1/4" 0 STD. STEEL PIPE RAIL 1/294 CROWN TOP WHERE OCCURS b LLJ ---- 6840 CONC. FILLED STEEL PIPE BOLLARD --PAINT OSHA YELLOW G 42.1 cwi (D s _ =r Ci 4 CD 614 3'-8" BASE PLATE BELOW - a w f ° 6`4 a — f, o 't w i 144 CROWN TOP MIN 6 � �: a N Li � FINISH GRADE N STEEL PIPE BOLLARD - SEE DETAIL 11/A2.1 — — I.° 1" WELDED GRATE T.OSTRINGERw ALV. METAL TREA 4 © FFE on° ° �` °o'n°° CONSTRUCTION JOINT 1'-6`� A.F.F. - - _ — _ III=1 I I=1 E 1 I I I E=1 I C—I I a I I—I I I�I I I=- C-4 1" WELDED GRATE GALV. ---- N ---- — : Q METAL LANDING . ______________ ° ° co CONCRETE BASE ° EQ. EQ. COORDINATE LOCATIONS OF ANY REQ"D CROSS MEMBERS SUPPORTS AT VALANCE WITH ARCHITECT EXTERIOR ELEVATIONS & 0 STEEL CHANNEL DETAILS LANDING CONDITION TREAD CONDITION j0'-O" A,F.F 5'-0" AA2m1T D Q a NEW ALUMINUM STOREFRONT SYSTEM FLASHING CANVAS CANOPYEXTERIOR STAIR 1/�10 GURADRAIL LANDING & TREAD TYPICAL EXTERIOR BOLLARD r12 r JOB NO. 130015.02 DTL-006 DTL-006 P DTL-010 PA H DTL-001 1/2 = 1'-0" 3/4 = 1`-0 1/2' = 1'-0- 1 = 1 --0 c za1�clay, P.c.�eloa Inc REs 0