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16200 SW PACIFIC HWY #C 16200 SW Pacific Hwy Suite C _(.., THOMAS F.FALLON C) 0-1 CP �� PORTLAND,OR Tigard Square 16200 SW Pacific Highway, Suite Tigard , OrOregon V) LEGEND GENERALNOTES DIRECTORY SHEETINDEX •> 0 .- 1. DEFERRED SUBMITTALS PER CHAPTER 1, CONTRACTOR TO PROVIDE DEFERRED 7. ALL DIMENSIONS TO FACE OF FINISH UNLESS OTHERWISE NOTED. DIMENSIONS BETWEEN 16. ONE SET OF THE APPROVED PLANS BEARING THE STAMPS OF THE JURISDICTION'S OWNER / DEVELOPER ARCHITECTURAL } GRID NUMBER L BYDEMISING WALLS ARE TO CENTERLINE OF PARTITION. CONCRETE/MASONRY BUILDING DIVISION MUST BE MAINTAINED ON THE PROJECT SITE THROUGHOUT ALL A0.0 COVER SHEET DRAWINGS AND CALCULATIONS STAMPED AND SIGNED DI TI ENGINEER(WHEREETERED DIMENSIONS ARE GIVEN TO FACE OF CONCRETE/MASONRY and/OR TO THE EDGE OF PHASES OF CONSTRUCTION and MUST BE MADE AVAILABLE TO BUILDING and FIRE HARSCH INVESTMENT PROPERTIES n, IN THE PROJECT'S STATE TO THE AUTHORITY HAVING JURISDICTION (AHJ) 1121 SW SALMON ST.,SUITE 500 A0.1 ACCESSIBLE DETAILS W CONCRETE SLABS. INSPECTORS FOR REFERENCE DURING INSPECTION. REQUIRED)TO THE ARCHITECT OF RECORD FOR REVIEW OF DESIGN INTENT PRIOR TO ---z, PORTLAND,OR 97205 f�8-2 SI 1CCT SPECS t1�; d STRUCTURAL GRID SUBMITTAL TO THE AHJ FOR THE FOLLOWING DEFERRED SUBMITTALS: 8. PROVIDE BLOCKING at ALL PLYWOOD and GYPSUM BOARD SHEATHING EDGES and 17. THESE DRAWINGS ARE FOR SHELL PERMIT ONLY. TENANT IMPROVEMENT WORK SHALL TEL (503) 973 0205 �°t8 3 SHEET SPECS 0) 1.1. FIRE SPRINKLERS (DESIGN BUILD) at BUTTED SHEET EDGES. REFER TO STRUCTURAL FOR NAILING INFORMATION. REQUIRE A SEPARATE PERMIT. CONTACT: JAY FETHERSTON 0 6 - 1.2. FIRE ALARM (DESIGN BUILD) 9. THE CONTRACTOR SHALL CONSULT PLANS OF ALL TRADES FOR ALL OPENINGS and 18. ALL SIGNAGE INSTALLATIONS REQUIRE A SEPARATE PERMIT. EMAIL:jayf@harsch.com Al.1 SITE PLAN STRUCTURE CENTERLINE Al.2 PLAZA DETAILSo 0 ,,,,, ,,„ ,, , , , ,, Ace Hardware Shell Improvements 1.3. ELECTRICAL ROUGH-OUTS THROUGH SLABS,WALLS,CEILINGS and ROOFS FOR DUCTS, PIPES, 01 L.- OR STRUCTURAL FACE 19. MECHANICAL/HVAC REQUIRE A SEPARATE PERMIT. ,,,,r,,:::::::::',.-__L-1,„'„,_:::::::: W CONDUITS,CABINETS and EQUIPMENT, and SHALL VERIFY SIZE and LOCATION BEFORE ----'-':-.1-/,'!';1-3 Tt � ,_ • 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS and CONDITIONS ON THE DWGS. and 20. AFIRE SPRINKLER PERMIT IS REQUIRED. ARCHITECT A2.0 DEMO FLOOR PLAN ,a ' ' PROCEEDING with WORK. -``'., i -2/ �. MULTIPLE ELEVATION ON THE JOB PRIOR TO EXECUTION OF ANY WORK and SHALL NOTIFY THE ARCHITECT A2.1 FLOOR PLAN REFERENCE NUMBER OF ANY DISCREPANCY.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS 10. THE CONTRACTOR SHALL VERIFY ALL ROUGH-IN DIMENSIONS and EQUIPMENT, 21. PER THE FIRE CODE, NEW OCCUPANCIES and TENANT IMPROVEMENTS WITH EITHER FIRE BENNER STANCE ASSOCIATES ARCHITECTS, INC. A2.la ENLARGED FLOOR PLAN (OUTSIDE OF SYMBOL) INCURRED DUE TO HIS FAILURE TO DO SO. FURNISHEDand INSTALLED BY HIMSELF/HERSELF or OTHERS, PRIOR TO PROCEEDING SPRINKLER AND/OR ALARM SYSTEMS ARE TO BE PROVIDED WITH A KNOX BOX BRAND 0 0 a THE WATERMAN BUILDING A2.2 CEILING AND ROOF PLANS 0) '4- with WORK. SECURITY KEY BOX ASA CONDITION OF OCCUPANCY. BOX SHALL BE RECESSED AND SINGLE ELEVATION 3. ALL MATERIALS and WORKMANSHIP SHALL CONFORM with ALL STATE and LOCAL 80 SE MADISON ST.,SUITE 430 � J 1- c XAim I'm X INTERIOR VIEW KEY LOCATION APPROVED BY AHJ AND THE ARCHITECT. JURISDICTIONAL BUILDING CODES and REGULATIONS. 11. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL NOTES and SYMBOLS. PORTLAND, OREGON 97214 A3.1 EXTERIOR ELEVATIONS REFERENCE NUMBER 22. SITE BOUNDARY LINES, BOUNDARY DIMENSIONS,and BOUNDARY DELINEATIONS ARE0n� FOR FINISHES TEL: (503}462 1423S� IIITY (INSIDE OF SYMBOL) 4. NEITHER THE OWNER NOR THE ARCHITECT WILL ENFORCE SAFETY MEASURES or 12. ALL WOOD IN CONTACT with CONCRETE or MASONRY SHALL BE PRESSURE TREATED. FOR REFERENCE ONLY. ACTUAL SITE CONDITIONS WILL VARY. THE CONTRACTOR FAX: (503) 670-0235 A4.1 WALL SECTIONS AND DETAILS W REGULATIONS.THE CONTRACTOR SHALL DESIGN, INSTALL,and MAINTAIN ALL SAFETY 13. DO NOT SCALE DRAWINGS. SHALL BE DEEMED TO HAVE INSPECTED THE SITE and SATISFIED HIMSELF AS TO ACTUAL CONTACT: THOMAS F. FALLON I /1 •� SHEET REFERENCE DEVICES and SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,STATE, GRADES, LEVELS, DIMENSIONS, and DELINEATIONS, and THE TRUE CONDITIONS UNDER 0 �/ and FEDERAL SAFETY and HEALTH STANDARDS, LAWS and REGULATIONS. 14. DETAILED DRAWINGS and LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER EMAIL: tfallon@bsaarch.com A5.1 DOOR SCHEDULE AND DETAILS SMALLER SCALE DRAWINGS. WHERE DISCREPANCIES OCCUR,THEY SHALL BE WHICH THE WORK IS TO BE PERFORMED. A5.2 STOREFRONT ELEVATIONS AND DOOR/SF DETAILS Iii C/) INDICATION OF NO 5. PROVIDE FIRE EXTINGUISHERS with REQUIRED SIGNAGE AS PER BY FIRE DEPARTMENT REPORTED TO ARCHITECT and ENGINEER FOR RESOLUTION,AS SOON AS POSSIBLE 23. ADDRESS NUMBERS SHALL BE POSTED ON THE BUILDING IN A LOCATION THAT IS 0 -F- ROOM ELEVATION FIELD INSPECTOR.DURING CONSTRUCTION, PROVIDE A PORTABLE FIRE EXTIN-GUISHERAFTER DISCOVERY. CLEARLY VISIBLE FROM THE PUBLIC ROAD. ADDRESS NUMBERING SHALL HAVE A CITY OF TIGARD A7.1 INTERIOR FINISH SCHEDULE AND INTERIOR DETAILS 0 >` (/) WHERE NO NUMBER with TYPE A,B,C RATING WITHIN 75 FOOT DISTANCE TO ALL PORTIONS OF THE BUILDING. MINIMUM HEIGHT OF 6 INCHES (OR AS REQUIRED BY AHJ). NUMBERS SHALL BE OF A CITY OF TIGARD 0 PROPOSED LOCATIONS ARE SHOWN ON THE A2.1 &A2.1 a FLOOR PLANS- REVIEW 15. THIS PROJECT SHALL COMPLY with ALL ADA AND IBC CHAPTER 11 (NEW COLOR CONTRASTING with THEIR BACKGROUND. SUITE NUMBERS SHALL BE PROVIDED 13125 SW HALL BLVD. STRUCTURAL REFERENCE NUMBER WITH INSPECTOR ON-SITE FOR FINAL LOCATION APPROVAL. CONSTRUCTION),AND CHAPTER 34(EXISTING BUILDINGS) FOR ACCESSIBILITY. WHERE OVER EVERY EXTERIOR DOOR INTO A SUITE. TIGARD,OR 97223 ADAPTED BY THE AHJ,COMPLY WITH THE INTERNATIONAL EXISTING BUILDING CODE 50.1 COVER SHEET - gra 6. PLANS FOR ALL FIXED FIRE PROTECTION EQUIPMENT SUCH AS STANDPIPES,SPRINKLER ACCESSIBILITY REQUIREMENTS AS WELL. TEL: (503) 718-2439 o) Mr ELEVATION REFERENCE SYSTEMS, and FIRE ALARM SYSTEMS MUST BE SUBMITTED TO and APPROVED BY THE FIRE INSPECTIONS: (503) 639 4175 S0.2 GENERAL STRUCTURAL NOTES _ MARSHALL, BUILDING DEPARTMENT, FIRE SPRINKLER ENGINEER,ARCHITECT, and S0.3 SPECIAL INSPECTION TABLES0 SHEET REFERENCE TENANT PRIOR TO INSTALLATION OF EQUIPMENT. �"' U REFERENCE NUMBER STRUCTURAL S1.1 FOUNDATION PLAN CODE ANALYSIS - 2014 OREGON SSPECIALTY CODE NES FERRY RD., #115 51.2 ROOF FRAMING PLAN � � U 5 Ara I BUILDING SECTION PORTLAND, OR 97224 53.1 OPENING DETAILS = D CL U WALL SECTION SHOPS 'C' & MAJOR '2' (COMBINED) AREA MODIFICATIONS (Section 506 1) TEL: (503) 624-7005 S5.1 FOUNDATION DETAILS CONTACT: SAM FORD n, 0 V) SHEET REFERENCE PROJECT SUMMARY: COMBINE SHOPS'C' BUILDING WITH MAJOR'2' (RITE AID). RITE AID TENANT i EMAIL:sford@froelich-engineers.com �✓ Aa= At+ AtEr/100 + �Atls/100 (Equation 5-1j S7.1 ROOF FRAMING DETAILS L.- REFERENCE REFERENCE NUMBER AREA WAS PREVIOUSLY RE-DEMISED INTO TWO SPACES IN BUP2013-00142. S7.2 ROOF FRAMING DETAILS r ' ? O CD At = THIS PERMIT EXPANDS THE VACANT SPACE INTO THE SHOPS BUILDING. THIS IS A `J0 A12,500'S.F. per table 503 N 1110 N. DETAIL REFERENCE SHELL PERMIT AS THE TENANT SHALL PROVIDE A SEPARATE PERMIT ELECTRICAL/ALARM ELECTRICAL • APPLICATION FOR THEIR FIXTURES. ADD TWO COVERED OUTDOOR AREAS. I,= 42.83% Frontage Increase SO Is= 300% Single Story Building Fully sprinklered INTERFACE ENGINEERING, INC. OCCUPANCY GROUP: 'M' MERCANTILE ('B' OCCUPANCY IN SHOPS'C' CHANGES TO'M") 100 SW MAIN ST., #1600 E0.1 COVER SHEET-ELECTRICAL SHEET REFERENCE ,CONSTRUCTION TYPE: 'III-B' (NO CHANGE) I Aa= 55,354 S.F. Allowable area per floor. I PORTLANDOR 97204 E0.2 SPCCIFICATFOrIC ELECTRICAL PROJECT NO. TEL: (503) 382-2631 C0.3 Sf ECIFICATFOI IC--ELECTRICAL REFERENCE NUMBER CONTACT: MARK O'LEARY CO.4 SELECTRICAL MAP &LOT#: 2S115BA, LOT 1900 FRONTA9EINCREASE (Section 506.2) EMAIL: marko@interfacee g om COL -ELECTRICAL S('CGFIC�1TI011 ZONE CLASSIFICATION: 'C-G': COMMERCIAL-GENERAL ZONE n c Sf CCIfIGATIOIY; .ICAC - fil ( 1 DETAIL REFERENCE E0.6 SPECIE ICATIOI/�-ELECTRICAL DRAWN BY . \`�)\ ' . ..., " ' OCCUPANCY SEPARATION: NONE k= 100[F/p-0.2510/130 (Equation 5-2) E0.7 SPECIFICATIONS ELECTRICAL TC,TFF - EXISTING BUILDING FLOOR AREAS: MECHANICAL CO.g DETAIL AREA F= 568 feet Building Perimeter which front s open space E0.9 SP CCIfIGATI01� ELECTRICAL CHECKED BY . MAJOR'2': 27,023 SF M OCCUPANCY INTERFACE ENGINEERING, INC. SHOPS 'C': 4,117 SF B OCCUPANCY P= 837.30 feet Perimr of of public E0.10 SPECIFICATIONS ELECTRICAL TFF, JB SHEET REFERENCE YV= 30 feet Minimum width of public way or open space 100 SW MAIN ST., #1600 COMBINE BUILDINGS FLOOR AREA TOTAL: 31,140 SF ALL OCCUPANCY TO CHANGE TO M PORTLAND, OR 97204 DATE ....._....._._.»____.__.-...:...._..----. E2.1 OVERALL i'L11; LIG ITIIIS REFERENCE NUMBER TEL (503) 382-2631 ' NEW COVERED FRONT GARDEN AREA: 1,088 SF / IIf= 42.83% Frontage Increase. I CONTACT:Xia- REFERENCE TITLE PLAN,SCHEDULE, DETAIL, NEW COVERED REAR RECEIVING AREA: 890 SF EMAIL: @interfaceeng.com E3.1 OVERALL PLAN POWER CIO SECTION, ELEVATION,AND - . •FE3.2 ROOT PLAN POWER REVISION SCALE: XXXX (BSA DETAIL NO.} DIAGRAM REFERENCES ALLOWABLE FLOOR AREA 55,354 SF FLOOR AREA SEE CALC TO RIGHT _ >.»_:>:::::::. E3.3 ENLARGED PLAN-POWER Z. REFERENCE SCALE ......... >:-:>>:;:::_:: PLUMBING ;.:<.::;;;;: . imi." - ;<:>;>::::>.:; .:><:,;:;::•.:..;:•:- . f OIJC LIIIC DIAGRAMS ELECTRICAL U TENANT GLA AREAS: t�:::::;:: .: ARCHITECT'S DETAIL REF. NO. � ':: ..:.::.:.::.::r RITE AID. 21, 322 SF GLA INTERFACE ENGINEERING, INC. /-- 100SWMAIN ST. #16 0 ICA C5 SCI ES ELECTRICAL SF .1 IEDULES(SHELL THIS PERMIT • 10 135 GLA ACE HARDWARE < >(( >:':::>:: «:: o ROOM TITLE ) ..:,�.:..::..::.:::..::.:::.::..: ..:..:::.::::.:: ,.>:.;::.;:.::.::.::�:.>:.::<.::::.::.::.::.:::.:.::.::.::.::.:::>.: ::.:::: <>i :s::::< :::_:':<:.:;; ;>:. ,.,.;...:<:::>::>.>::;::;:;..-. . PORTLAND, OR 97204 I •:H�.;.. = ass::::;:::..................................; :: ::;:;<::<:: .: TEL: (503) 382-2631 E6.1 DETAILS ELECTRICAL ROOM CONTACT: NUMBER OF STORIES: 1 STORY (EXISTING- NO CHANGE) I XXXX-t--- ROOM NUMBER ROOM NUMBER ' EMAIL: @interfaceeng.com CD2.1 OVERALL DEMO PLAN-ELECTRICAL'" REFLECTS THE MAXIMUM NUMBER OF OCCUPANTS: �::::: :: ;<:> -=/;_y,�';�'; ,:';'; HEIGHT ABOVE ALLOWED FRONTAGE AREA RITE AID: NO CHANGE/SCOPE OF WORK (re demised undue sep. permit) FINISH FLOOR FOR INCREASE CALCULATION FIRE PROTECTION MECHANICAL ACE HARDWARE: 356 OCCUPANTS i , , / //'. . . X.-X.A.F.F. I (ACTUAL CONDITION IS POINT ELEVATION 1.. .-1 `-'/U',f'/i: GREATER IN ALL LOCATIONS) INTERFACE ENGINEERING,INC. MO.1 COVER SHEET-MECHANICAL 2 TOTAL UNISEX PROVIDED ;;:;::>:; :>::;.- -; <<: : ../,. /, ; REFERENCE RESTROOMS REQUIRED/PROVIDED: I100 SW MAIN ST., #1600 M0.2 SPECIFICATIONS-MECHANICAL Q _ MEN'S 1 REQUIRED : . ;;;;< , ,',�',...°':•':,`, ,. PORTLAND, OR 97204 M0.3 SPECIFICATIONS MECHANICAL 2 ANYTIME FITNESS .:.0.0,,,;,<. ` ` ' ' POINT, LINE, OR SURFACE WOMEN'S 1 REQUIRED '( ?-_. .< .:a;; 1;1;;;i;ii;.. • i`.'`::: ` /• M0.4 SPECIFICATIONS-MECHANICAL 1--- > • .. MAJOR'2' TEL (503) 382-2631 N.I.C. ; ,.. i. OF REFERENCE co .-:... M0.5 SPECIFICATIONS-MECHANICAL F '��;>«:.::,,:. ;. ,,....;fr,•.,:<�,+if-`� CONTACT: '� % EMAIL: @interfaceeng.com MO.6 SPECIFICATIONS-MECHANICAL WINDOW STYLE: LETTER 'TABLE 6011602, FIRE RATING OF EXTERIOR WALLS 10 0-->, / �i I ;} ` M0.7 SPECIFICATIONS-MECHANICAL DESIGNATIONS RE: WALL DIST.TO PL. RATING CONSTRUCTION TY PE I � ,,.�,� ,;/ ;. ,, �� _ x • I M0.8 SPECIFICATIONS MECHANICAL WINDOW NUMBER !North h 30' 2 uIB I I; IN A .5.16 I - East o vARIEs 2 MB See diagram o SHOPS'B' + SHOPS'C'<<'' ` ' :`` .;`" South >30' 2 1118 I o :, U N.I.C. MD2.1 OVERALL DEMO PLAN-MECHANICAL If � , DOOR TYPE: i r� ;;•':'. : }: :::::.:n# e I West O t VARIES 2 IIIB (>30'at Rite Aid Loading) giiii NUMBER -\-- -.. .:_'''ACS t#, fiC).VARE RITE AIDM2.1 OVERALL PLAN-MECHANICAL R 0 DESIGNATIONS, DOOR NUMBER f�, ,f. �/��f=-� �%:�� ; N.I.C. M2.2 ROOF PLAN-MECHANICAL `` RE:A5.1 I � . � . ; ... ...... 5.1 SCHEDULES-MECHANICAL SHEET KEY NOTES E. Rc M c57-- EXISTING 2 HOUR SEPARATION ;:.;:.;,:•:.:.:.... :.:. ..:::::;:.;:.>:<:.:.::.. >;:.;:..,.......:..:..:.:...-,,,::::.:.:: .......<,..:<:.:;.._.::.:..:.:..:.».:.<. .::.: . ::.;:.;:.:.::.::: ELEVATIONS SHEET OF (CMU) PER PERMIT 890889 ;;::;>s.:::::::::..::::<::::_:::,:::.:.;:::: .:;>::::>::::;::::.::;:::::::::::•:;::::::«::::::<: :>::::;::::::::::::;:::;::;::»::<>:::::.::<:::.::<:;::::::::::::::::::::::>:;::>:::<:;:::_:::::::;: NOT _.........................�:: .:.:.::.._........::::::::::::.:..:..:..:..:... . :: :: ..,........::::::::::::::::::::»::: ::::::::::::::::::::::::»:.,:...,.:...:.:_::....::,..., :.._::::»:: M6.1 DETAILS-MECHANICAL KEY E KEYED NOTES ... .................................---._.........__._......._....._............---. ....._......--------------............._............_...._. __....:...._. _........-----........ . ..--------......... ».... ......... __...._......------...... ARCHITECTURE & PLANNING :::..::.:::::........... ::::::::::..........:... SHEET KEYED NOTES, _ ;;; :: PLUMBING BENNER AND MATERIAL ArakW FINISHES MATERIAL FINISH FRONTAGE DIAGRAM / P0.1 COVER SHEET PLUMBING STANGE - PO.2 SPECIFICATIONS-PLUMBING ASSOCIATES SCALE: NOT TO SCALE UiU P0.3 SPECIFICATIONS-PLUMBING SHEET COLOR KEY P0.4 SPECIFICATIONS PLUMBING ARCHITECTS , INC. 7---- HEIGHT ABOVE ABBREVIATION NORTH P0.5 SPECIFICATIONS-PLUMBING FINISH FLOOR P0.6 SPECIFICATIONS-PLUMBING THE WATERMAN BUILDING @ AT 0 DIA DIAMETER FOM FACE OF MASONRY LAM LAMINATED REINF REINFORCED/REINFORCING TJ TROWEL JOINT/TOOL JOINT 80 SE MADISON STREET X'-X"A.F.F. PD2.1 OVERALL DEMO PLAN -PLUMBING SUITE 430 clik Illri ELEVATION DATUM AB ANCHORBOLT DBL DOUBLE FOS FACE OF STUD SHEATHING LAV LAVATORY REQ REQUIRED TOC TOP OF CONCRETE CURB R FERENCE ACOUST ACOUSTIC/ACCOUSTICAL DEPT DEPARTMENT RM ROOM TOD TOP OF DECK PD2.2 ENLARGED DEMO PLAN PLUMBING PORTLAND, OR 87214 ADJ ADJACENT DIM DIMENSION MFR MANUFACTURER R RADIUS TOF TOP OF FRAMING 503-670-0234 POINT, LINE, OR SURFACE AFF ABOVE FINISHED FLOOR DISP DISPENSER GALV GALVANIZED MAS MASONRY RD RAIN DRAIN/ROOF DRAIN TOM TOP OF MASONRY P2.1 OVERALL PLAN- MUMBING FAX 503-670-0235 OF REFERENCE P2.2 ROOF PLAN -PLUMBING ALUM ALUMINUM DN DOWN GA GAUGE MAT MATERIAL RO ROUGH OPENING TOP TOP OF PLATE P2.3 ENLARGED PLAN-PLUMBING bsa@bsaarch.com ANOD ANODIZED DR DOOR MAX MAXIMUM TOS TOP OF SHEATHING EXIT ® EMERGENCY EXIT SIGN APPROX APPROXIMATE/APPROXIMATELY DWG DRAWING GEN GENERAL MECH MECHANICAL SCHED SCHEDULE TPD TOILET PAPER DISPENSER P5.1 SCHEDULES -PLUMBING COVER ARCH ARCHITECTURAL DTL DETAIL GL GLASS MEZZ MEZZANINE SECT SECTION TS TUBE STEEL I AUTO AUTOMATIC DS DOWN SPOUT GYPBD GYPSUM BOARD MIN MINIMUM SHT SHEET UBC UNIFORM BUILDING CODE SHEET GL GLUE LAMINATED BEAM MISE MISCELLANEOUS SHTG SHEATHING UNO UNLESS NOTED OTHERWISE P6.1 DETAILS PLUMBING REVISION NUMBER BD BOARD EA EACH MO MASONRY OPENING SQFT SQUARE FEET //--- PLAN CHANGE BLDG BUILDING ELECT ELECTRIC/ELECTRICAL HC HANDICAPPED MTL METAL SIM SIMILAR VEN VENEER FIRE PROTECTION & ALARM BLKBLKG BLOCKING EL/ECFV ELEVATION SPEC SPECIFICATION VERT VERTICAL AFTER BID BOT BOTTOM EQUIP EQUIPMENT HDR HEADER NOM NOMINAL STD STANDARD VCT VINYL COMPOSITION TILE FP0.1 SPECIFICATIONS-FIRE PROTECTION BUILDING NUMBER BO BOTTOM OF EQ EQUAL HORIZ HORIZONTAL NO NUMBER STL STEEL FPO.2 SPECIFICATIONS-FIRE PROTECTION EXIST EXISTING HR HOUR NIC NOT IN CONTRACT STOR STORAGE W WITH FP0.3 SPECIFICATIONS-FIRE PROTECTION SHEET SERIES CENTERLINE EXT EXTERIOR HT HEIGHT STRUCT STRUCTURAL WD WOOD CLG CEILING EJ EXPANSION JOINT HB HOSEBIBB OPG OPENING SUSP SUSPENDED WP WATERPROOF FAO.' SPECIFICATIONS-FIRE ALARM CLR CLEAR EW EACHWAY HM HOLLOWMETAL OPP OPPOSITE SYS SYSTEM WC WATER CLOSET FAO.2 SPECIFICATIONS-FIRE ALARM COL COLUMN HVAC HEATING VENTILATION AND OC ON CENTER SC SOLID CORE WH WATER HEATER • CONE CONCRETE FFE FINISH FLOOR ELEVATION AIR CONDITIONING OD OVERFLOW DRAIN SM SHEET METAL SHEET REFERENCE CONST CONSTRUCTION FIN FINISH CONT CJ CONTINUOUS CONTROL JOINT FF FTG FINISH FLOOR INSUL INSULATION PLYWD PT PLYWOOD PRESSURE TREATED TEMP TEMPERED THK THICK TYPICAL CIT OF TIGRD A0 • 0 CI CAST IRON FLR FLOOR INT INTERIOR PB PARTICLE BOARD TYP Approved b 1i�111 I" r9 FOOTING A CMU CONCRETE MASONRY UNIT FEC FIRE EXTINGUISHER CABINET JT JOINT PTD PAPER TOWEL DISPENSER TG TONGUE AND GROOVE Date: !kk'i-iy \k. DISCIPLINE FOF FACE OF FINISH Initials; . S!,- f:\2019 bsa projects\19-123 tigard Towne square\19-123.1 ace hardware tigard Towne sq\04 construction documents\19123.1 a0.0 cover sheet.dwg 111/14/2019 7:34:48 AM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER Sr ANGE ASSOCIATES ARCHITECTS,INC. Convention Description 1/2 max D .AR, , 36 dimension showing English units(in 13 \ ---- 1111111111[ 915 c inches unless otherwise specified) I above the line and SI units(in radius 1/2 c, w THOMAS F.FALLON 0 millimeters unless otherwise specified) max -^--.,-, --A 6 below the line 18 min co - 300 maxc tt/T5-8- Figure 302.2 , 32 min 32 min 32 min .c , 60 min , 60 min 60 min , 131 1------1 c.n dimension for small measurements , NO. 4787 815 /i ii 815 I 1. 815 T E / 445 1525 1525 1525 I 0 Carpet Pile Height -0 ' s•-ff,-------. co * -' "'cr ..,, PORTLAND,OR 33-36 ,?, 1 840-915 II dimension showing a range with . . minimum-maximum dominant direction of travel , landing ramp run landing , amp ru .c (a) (b) , landing E 01,0 OF min minimum at least as wide as ramp run i 0 - co radius of tread edge angled riser max maximum if 1 i , if . , 4 4 (a) 11 min (typical for all profiles) > greater than , 111 I I r I (a) (b) (c) front approach, pull side (b) 2 0 1 1/2 max 1% max 0 > greater than or equal to long dimension perpendicular to 1 I- I I I - hinged door sliding door folding door front approach, push side cd" 280 38 0 1 itififtHil Hi dominant direction of travel . . . I, .1.. - 38 ‘ 1114;) > ....... < less than 1 \ 1 1 less than or equal to , (a) (b) Figure 404.2.3 Figure 404.2.4.1 Figure 404.2.4.1 straight change in direction \ c-----i c- ---j 0 4_ boundary of clear floor space or '..---------------- - - - maneuvering clearance Clear Width of Doorways Maneuvering Clearance at Maneuvering Clearance at Figure 405.7 co i'';• - s. 1/ max -.4- a (c) (d) L.., - c, centerline Manual Swinging Doors Manual Swinging Doors Ramp Landings 0 13 a permitted element or its extension and Gates and Gates - curved nosing beveled nosing C 0 direction of travel or approach E Figure 302.3 12 min 12 Figure 504.2 Figure 504.5 • CD a iimin _ ,,...,22 a wall,floor,ceiling or other element R.V305 __.,--........... c 3O5 i\ .. Treads and Risers for Accessible Stair Nosings cut in section or plan Elongated Openings 12 min 'E • X<4 in Floor or Ground Surfaces 305 ' - - 4--., We Stairways tortommli,2., a highlighted element in •ii- •. c 0251116MIN Lox ..0 a.. ',..±-ikiiiTik..5,c elevation or plan CNI - Ns- 22 min 560 .\ ) Figure 405.9.1 Figure 405,9.2 + i CD -4,--- rf/Z/Z/7„:/A, i foecationature zone of element,control or 7 s) 0 C5 Extended Floor or Ground Surface Curb or Barrier Edge Protection ICI 36 min --F'E' 2 E 42 min ..,,Ii- co g r 3 R. c i. Lo Figure 104.3 915 1065 sezro 13 com co Graphic Convention for Figures I V) 0' CC1 NI (c) * ---- -01" (b) (c) 1/4 4/.44/2 0 V) 71= E _ front approach, push side, door stairs 4 flared sides 1:12 max slope ) ramps walking surfaces 1/4 max 2 6.4 , 1 L,..„..- . \„-- 6A-13 2 11.---- provided with both closer and latch (d) hinge approach, pull side (e) hinge approach, pull side (f) hinge approach, push side Figure 505,4 L.... 6.4 '----i _ Handrail Height ....s7. 4-- rreter 0 ,... , . 6 0 6,4 1% min N \,, 0) 1P) Figure 404.2.4.1 Figure 404.2.4.1 Figure 404.2.4.1 Figure 404.2.4.1 ..r. 387.----.,, , 0 Figure 303.2 Figure 303.3 Maneuvering Clearance at Maneuvering Clearance at Manual Maneuvering Clearance at Maneuvering Clearance at slope slope E ) -. ., „ ... _C Vertical Change in Beveled Change in Manual Swinging Doors Swinging Doors and Gates Manual Swinging Doors Manual Swinging Doors I < \\,.. sy :W Level Level and Gates and Gates and Gates I I I'D0 T..) 60 min (a) (b) .. ,.., 11.11491.60 ,' 1525 Figure 406.3 Sides of Curb Ramps Figure 505.7 2 s, Figure 505.5 Figure 505.6 0 Handrail Handrail Horizontal Non-Circular Cross Section ..1.... C c . E " 3691m5in 31`1 ..,__4.-cautriebarsatmaps wide as Clearance Projections Below wa0 2 0 . „„ ,,,, . 03 _ ''CI r--- 24 min c -E '8 Gripping Surface L.. CD - 24 min . _. AL 0 0 24 min ' cc 48 min . --E 610 / 610 12 min V) , ) i .71- V) 610 N.,,.. 1220 305 , c r-1 ------* 24 min Lo 1 I /7-1- 'X'SHALL BE 0 ,,:-, -O. ' rcar.)(-112-----4°( 0 C3) 0 ri base . , . - - -.- -E il 610 1,,,:7''----- MINIMUM OF 11"AT "--'---- W. 36 min . i. lie! .gc- S co - ,„,k HANDRAIL WHERE It-7)€ ( 0 00040 ,..0 915 TREADS ARE lm= 1 J 12 min / \ 12 min co EXISTING AND LESS 305 305 . (g) ''---0 m_i 4,Imik,,,, „ 0) Figure 406.4 ••*‘- * 4 4 411rrim. THAN 11" ,. hinge approach, push side, door latch approach, pull side, PROJECT NO. provided with both closer and latch (h) door provided with closer (l) Landings at the Note: X=tread depth latch approach, pull side latch approach, push side Figure 304.3.2 Figure 305.3 Top of Curb Ramps 19-123.1 A-WALL RETURN B- FLOOR RETURN , T-Shaped Turning Space Clear Floor or DRAWN BY : Ground Space Figure 404.2.4.1 Figure 404.2.4.1 Figure 404.2.4.1 Figure 404.2.4.1 TC,TFF 8 min 205 \ Maneuvering Clearance at Maneuvering Clearance at Manual Maneuvering Clearance at Manual Maneuvering Clearance at Figure 505.10.2 Figure 505.10.3 \ 9 . '11 i 8 C. 1 \ T I : 0 E ,,,„ Manual Swinging Doors and Gates Swinging Doors and Gates Swinging Doors and Gates Manual Swinging Doors and Gates Top Handrail Extension at Stairs Bottom Handrail Extension at Stairs CHECKED BY : TFF JB , c-: - DATE : . 1 ----r-ii-6- c r.-- E ,,,,,, .i. . ‘ 9 min I co 6 . co r,- ' X el il -10„,,.. ,7 230 L 11.11.2019 .._ 0 /.--0, 4.V 6 max 17-25 / 25 max c 10) iii ,. 39-41 ,.. i jp, 36 min REVISION : ., 11 min 635 t-cZ,1 990-1040 ' co' 24 min 915 12 min 150 430-635 24 min -7,-6-N\ 280 co - 12 max 54 min ‘f 0 .". (a) (b) (a) (b) / 610 .1. 305 •, elevation plan elevation plan , ,, -,, ,,\,\N .:o--- i ,,,I 1-- .< =11 161;7-4 405-455 1, 42 min ccp.,‘: ;;;; transfer --- C 1065 2'Ir.' t i side Figure 306.2 Figure 306.3 E " 00 r--- 22 min -E- F>, E F, 24 min ,,cr v. 560 0.1 - cy - (a) , . Toe Clearance Knee Clearance a- vcr 6-ii) \ ) 4 max L 4 If. - ----0-'' -'- wheelchair accessible water closets Figure 604.2 Water Closet Location Figure 604.5.1 Side Wall Figure 604.5.2 Rear Wall Grab Grab Bar at Water Closets Bar at Water Closets (d) - . (b) 100 11 latch approa(ckh), push side, door provided with closer front a(pap)roach side approach (c) pocket or hinge approach stop or latch approach , C . - -2 - c,, E [------ 0 Figure 404.2.4.1 Figure 404.2.4.2 Figure 404.2.4.2 Figure 404.2.4.2 Figure 404.2,4.2 I ., 244621mi 1070a x t r :: , c Maneuvering Clearance at Maneuvering Clearance at Maneuvering Clearance at Maneuvering Clearance at Maneuvering Clearance at E F,, _-,..i...,--- NOT THIS DETAIL , -- X> 12 ,,, -E-- ET, -, %/TO-- ---1` -E- 2 COMBINES ADA & ANSI , coLo cosiiotimmiwirifi , o , .,-, , .„I,- Manual Swinging Doors Sliding and Folding Doors Doorways Without Sliding and Folding Doors Sliding and Folding Doors 1 _ ,:E-' IREi!::IREMENTS FOR THE TP 305 0 0,1 gf 411. _ cia 2 Q ,c,3 12 max \ 12 max , cc , r I Al ,.,..,Q , . .. _ .. . and Gates Doors or Gates -_ _ DISPENSER. IF OTHER - - x 305 1,-.. so 305 X' 1 cu X > 12 .. . <i/° DISPENSERS WILL BE r,- .. , 60 min ,1 INSTALLED ADJACENT TO 1.,,.. 'ci 305 -, :i1k1:1,1.-,- A E : / C•1 .: 12 min 1------- „ 1525 7-9 / THE W.C., SUBMIT PRODUCT X ., . ,C 305 \et C '1-1 0 E 00 - Figure 604.3.1 180-230 Figure 604.7 Protruding INFORMATION FOR ..,. ..• .&.-iii . inimiiiiyimorowAniiiw „.. . . .. .-:.ii:..i (a) (b) . MOUNTING LOCATION TO :::, , E P., X> 8 -4- Toilet Paper Dispenser Outlet SizevvoafteCrlecalorasnectse at THE ARCHITECT - 18 min X>8 c, 00 - 205 ,4- Location 'ii-i -70T-N-,-L____ . BSAA Figure 307.2 Figure 307.3 4 445 Ei ri / 0 - ..., ARCHITECTURE & PLANNING Protruding Objects Protruding Objects Limits of Post-Mounted E(0 / ..... X>8 4, \\\\,,,_,....1. 4 (c) 4 i•A 6 cv ofti BENNER 20 max >20-25 max (b) push side, door provided with i1/2 min "„ mal 4 STANGE (a) both closer and latch 38 ' ir 510 \ -.1...- 510,-635 \ ,.... push side Illi I ASSOCIATES s pull side 1 ARCHITECTS , INC. - i -• (a) (b) projecting objects recessed objects THE WATERMAN BUILDING 10000.1 -1 _ , ,:1- x -1 ,„, 4/ x Figure 404.2.4.3 Figure 404.2.4.3 Figure 404.2.4.3 Figure 609.3 Spacing of Grab Bars 80 SE MADISON STREET ,r-„- ... ,, ? F.,,,1 Maneuvering Clearance at Maneuvering Clearance at Maneuvering Clearance at .,,./..: .C .( 0 ,,, sw,. E P,, E ,,,, ilk\ ? E4 N.4i-ir, 40 - ‘1,,, .-." .7t- 0.5."Mt SUITE 430 ."T--i''-Z"'Rki, '4. Recessed Doors and Gates Recessed Doors and Gates Recessed Doors and Gates PORTLAND, OR 97214 .,:„....iik\ ,,„.L., -}, ii,„; i :. _ ARrA 5r i 503-670-0234 itiv 1 ).-- -G,y _____,.. FAX 503-670-0235 . 4 - • (a) (b) I bsa@bsaarch.com ,/,-- Figure 308.2.1 Figure 308.2.2 min 1220 48 min l'!-T--- ,, ,,,T-• -I, , 9 5 \ - 9 .4" 3/8 mm I REFUGE t -----:, Mil I '-4 \\4\5:\ ,,,,s.. to X,centered on -'''- tactile characters Unobstructed Obstructed High ACCESSIBLE DETAILS Forward Reach Forward Reach 1 0 ,' (a) (b) A,..........0400.0.00,.00.10 ' '4 18 min ..' , , _ 4 X ,, I Figure 703.3.2 Position of Braille 455 adjoining surface maximum at 1 --11 _rt-u_ , slope FinishrFigure F7l0oo:114.olr'. HeightGround of Tactile Characters Above TactileFigure 70Signs3.4.20 t Locationpoors of '`ii x m ,,a Iff I 'E 2 ? „,,riF) 1 F51.74 r 0.4);FI,. ,rE ;L„,..„- -„ii",, '„ p 48 min 1 >`' 'll ----- - .r ( 20 7,---curb ramp slope m (11001,1 ,, . /IL _ „)... co 1 i -1 i'll 1220 J1 top diameter of 50%-65%of the base diamete\ 11.0.65 1.461--621.4 Illt i 1.6-2.4 111 iiT ' r ,,„ if ir / l' base diameter of 0.2 16 5 , • 41-61 , •- 5 1 0 0 0 M ., ., 10 max / > 10-24 max / ci 9-1 4(23-36 mm) ',,,..7 1 r Kr---- 255 255-610 i 0 0 0 10 max' " ' Figure 406.2 la) I (a) (b) (c) elevation (b) 255 Counter Slope of Surfaces (enlarged) plan 0 Figure 308.3.1 Figure 308.3.2 Adjacent to Curb Ramps Unobstructed Obstructed High Figure 404.2.6 acin Size and S 705.1pg of Truncated Domes Side Reach Side Reach Doors in Series and Gates in Series Figure _ .. . __..,.._,.... .. _. .... ....... 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TEE, JB / .1.1.;" -(f a • . t 'f (8) . 1 x 1 1 — 9 INNIMISNOU4n 1 , DATE / / , , ,” i • __ __, la - .1-,, , -.. ,, .timm (5\ olgemorp. /- ...i .: : / r / .... . ; '' '''Ar.‘"”i'l.14',,n,*'.'1"" ' -''''''''' '-- - 'J''' -'' '''''','''''..',...•‘-' 1'4,,,,.le< gem on:JJam KA,K 1 • : 1 . , r,4*,, , ,,v„,,r,..,v..,,,,,.,,„•c,.,.„-i - , ' . 1 i REVISION : iia .4 ,:,, ___ .• , , 0 , J .e: + „ . __. , 66-.777-..-1,5„. cii,i N5979'56"E .1 4 • ,,,,, . , , 1.1 1 i I'‘.- I .(1 . i"' •, \\\\\51 51.77(C,R 0 ./ , . * . ,,,, . 0 P. , ----—— L._ _ _t__ _ 1___ L. III _ILII I , . __ __ _ 1 4 .= a 0 -3;t• _,.„,. _ -,.-- .4 , , N.! ., I I I I / t \\\S\\\ \.\\\\ \ /\\\ \\\I ;'\1/4 ' ,, , I 14' , e 1 -,,,, / , -k- / I_ _ r r-----J —I , 1 1 / A / . ;) A . .......... , , •„ „ , . •- / /'\ i \ - 0 I' ' .....-...... . \ ,/ e 4 if.:7.74.1Mtii ,, \ / ' I ' / . \::\ '- / -\, ,// /lc . • • , ..„___ . . . / / 414" i i _ :',..',., z,,„,, I I (0 . ,, . -.-7 .----i' i . . so - ..-•/...W4AW.,",- .,',:,,M. - t. I I 1 I ...,..... ....._....... ............ .,.„......_ .........,._. ............. ____ — ...,__ ... - ....... . — „.,,,,,,,,............ ,..,.........It ::4„ */---- .. , ...„.... ..._ .. _..,„._ I ‘'4 '•,—., g if 1 I ,-) .! r> .„,....„.„„.„,.,..„,.„..,....--......„-„,.....,......_ ... „...„.„.....................„..,„„„ . - . ..........,„...„...,„,„.„„., ,„..,. ...... :,....„,......,....„......... ... ....,....,..,.. ,,„. ...... .. . ...........„ . . ...,, ... .„.,, .,„ - • .,. ,.. rf 1 KEYNOTES — SITE PLAN I .. .... .... =1:3 I * :-...c. ,, , 0 EXISTING GARDEN AREA W/ NEW ROOF STRUCTURE, 1088 SF „....,. m .0 / # 0 , NORTH: NEW STOREFRONT 0/ EXISTING BRICK WALL g55;c: EAST: NEW FENCE 0/EXISTING BRICK WALL, NEW DOUBLE GATE „,,:, -, , 1 WALL & FENCE AT SIDE FACING RITE AID ENTRY ARCHiTECTURE & PLANNING vTh ::7 /".'.' ..........„,., ----------_ (g, i \\ \.\\\ \\\\ _.\\\\ \\\\\ \/\\:\\ ° III ,:' ,,, , 0 STRIPE TWO EXISTING STALLS WITH 4”WIDE WHITE STRIPE, ONE (1) NEW SIGN AT HEAD OF EACH SPACE PER 6/A1.2 BENNER / - * / . . / :.. -, r . -HOM STE ' D I 0 NEW 2- BICYCLE RACKS, B.O.D. DUO-GARD BR85B STANGE : ,1 SURFACE MOUNT, POWDER COATED BLACK ASSOCIATES 0 , ?:, , , ;NK t, 4 / E:7 • ,., -•,,,,,.,N, / ,.• „, / , „_, - — - 'kl 1_,..----- t 4 ICJ*; ., :. i . . , : 0 NEXEIWSTIENxGiT5s-TBAICRYCLE LOOP RACK TO REMAIN ARCHITECTS , INC, THE WATERMAN BUILDING / i \ L,,,, /// \ •. , ,-... 2: / WI , / , -,..., , ----- ..--... } I ., J 80 SE MADISON STREET . (i , i ,:,,,,, filkali\ \\a% ,UITE 430 / / 1 „ .„ 9 . , 0 NEW COVERED LEVEL SLAB, 890 SF PORTLAND, OR 97214 I , . . . 'l 503-670-0234 ) -,* 0 NEW TRASH ENCLOSURE (DEMO/ FAX 503-670-0235 I , s REPLACE EXISTING) / / 4 i bsa@bsaarch.com , r te40,v, .•.i.?,„#,,k„,:,;:: .,,--47„,,.:0,.i.::: :: :,::*.x.„,,x4::..,.: ;,....,;:c.,.n,,,:„,:w.,,,i, —4-4-4444,-,-; NEW RAMP Q:,,-E) 12-14% (FORKLIFT) / c•-• f / SITE / a L___\1 1" .., ,, . 0 NEW ADA STALL SIGN AT EACH OF TWO STALLS PER 1/A1.2 PLAN in I j t I REMOVE EXISTING NON-COMPLIANT SIGNS „..._...„.g / /-1 ,, 1!) WHEEL-CHAIR ONLY PER ORS AT EASTERNMOST STALL 0 Of/ . ii-\\\\\\\\ \\/\\:\\\ Ni .,, ,1,..•.,-,,,,$5,- ,,W.r,.,,,,,,,v.,N,,,w,.,,,,,a,,,,,,,,,,,,,Y,v4N,,,,,,,,,,s^A.,AN,v.wNn.IK=,, . ----- \I” 4 - [1, 11 . f. , , , Liok (,,E.,) ,,,, ,, ,,-1 _ (c, J 1(9 -- -----1-' -------- I 0 / _______--.-----/: / ,,,/* 5\2.tr TI:› eat ovreAdvtit-tc, 0 I 0,.,,u-- 1 • - .... . __ . .. . . ..._ .... ... _.. .___ ___..... „......._... .,........... ____ _____. ...._ ___ .____ ....... ..„.. _ • ......„, SITE PLAN A 1 • I , ,,. , SCALE: 1"= 60"-0" . . . . — f:\2019 bsa projects\19-123 tigard towne square\19-123.1 ace hardware tigard towne sq\04 construction documents\19123.1 01.1 site plan.dwg ! 11/13/2019 12:05:35 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER STANGE ASSOCIATES ARCHITECTS,INC. (4 Hi ;\ ... .... .... .... . ....____ . .._......._____......... . . --------- 404. 0 F - di (2) #4 REBAR VERT. at EA. C.M.U. / ...111 CORNER CELL CONDITION W/ (2) #4 C‘' I iall -.-----1 DOWELS INTO FIG. TO ALIGN #4 HORIZ. 15-4" 6x6"CONC. CURB SLOPE TOP (TYP.) W/2-CONT #4 BROOM E9,. AR ,A REBAR at 24"0.C. 41,-/ THOMAS F.FALLON 0 ,',; / A : I FINISH ,, BACK FACE OF STEEL FRAME BELOW 11 I _ 8"x4"xl 6" C.M.U.SLOPED CAP /1 /21/4///2 7/17/1//17/4/<// / • •.. . • , , ,..... • . - • . . , . , ," , . .• ci) - - - • • • • _ ,,. , , ,.. . _ . , , f:-...;,1 „7„...).,poRNT0T:A4N7D87,OR CORRUGATED METAL PANEL-JAMES RIVER 'A; i / -"---------METAL GATE A; ,'. "TYPE B WIDE RIB," CUT TO FIT BETWEEN TUBE „/-',..- , Ir, / - ' .,,., - - INTERIOR STEEL MEMBERS l';''''''' _-----#4 VERT. REBAR at 32 O.C. 7,- ./ II.,7„ ; „ .; /•••• .,,,T. L -i ,,,,,,,.,---#4 DOWELS (30"x 8") at 3T O.C. / - /„ ENTER SCORE C.M.U.SOLID 7-1,-------G8"xR8ouxur'EaD"c. ./ ......„._ , b * i __1„...„,„/ 4 \**-- ,. * 0 ,„. „. f0 ' , ' ' ., / 11 il .„00 ,II /77 ,,'„' Mal I ii ."‘ ,*,.. 6"CONCRETE SLAB with REBARS on 6" GRANULAR BASE PROVIDE MEDIUM BROOM FINISH. 'ir. ,, r- CONC.SLAB -/ ‘ /4 --/ • / 0 .- -I- I- 1"Xl/T METAL BAR, FLUSH WITH EXTERIOR FACE , ,,,,,„.41 ---, , / : /-, tom; 1 EXTERIOR I FIN. OF TUBE-STEEL FRAME. TACK WELD TO METAL GRADE I'.,'; , ' Pr; ,..____ PAVING N.I.C. j 1 , /-„ 1 / a c 0 c 1 PANEL AT CONTACT POINTS •':.. s'"A\4/"\\"; ir . c_ _, .1 (..,i,_ ,.;, , 0 /io . ., .:1 ..0.,. .6,...ovv. .. r„,/,,;„,/,<i, ...c2 _,,,g+ ,7-- o)Q. .c°. ,)"'W.:///-<>7\27k.) , / 'I"?/ N" 4' , / E ...0 /,‘<\//s,\/\\/\/,\4 .,'X ^','' V.) 67), GATE DETAIL . ' >,,,,,,<\•>:\/,..<\\>‹, ,,2,<\ ',„,. ,,,4, _,,.,,V,, V • 1A 72- K.,:i -;‘;\ ;ef/4,\‘ '' - ; \-4\s,'N'RN,\''\\''''\\4\\\-4\-. 4\.\''' CURB BEYOND IIIII 0 k......) t„,„.. INISSIONSIBI ><> ');7 f\'<:0;::''' ><><>0\000/I/2><,•/<:S('PX CT „4„,,,,,,,x \ \ . ,.. . \\ , \ • \ . ......... t...., 13 Ci- \<%>Y2V /4\ , (<,./.. A 6 5/32" -/---ile- 0 WALL SECTION A1.2 a..... l'-0" MIA 0 0 i METAL GATE CD "4"'" i A1.2 ... ,. _,,. T.O.GATE . I I- -*Y MATCH WALL ' I (20 V) Gm (I) b ji r-111 I II I 01 lx.5" BAR-FLUSH WITH OUTSIDE FRAME FIGT. II I II 111 - METAL CAP WITH FULL WELD (GRIND (1...) - I i ---- 4"X2"METAL TUBE STEEL FRAME 0 \\•._ _ SMOOTH) 1--_, _-----", ----- lea 0 v) 11=3 E rx.5" BAR _ V) A i 4"X2"METAL TUBE STEEL FRAME - 1 - METAL ASTRIGAL WELDED TO BACK SIDE OF D 12B , B - 0 0 ONE DOOR-OVERLAP 1"OPPOSITE SIDE ri 6X6 STEEL POSTS A1.2 .,."- ......_ _. 6 ,.., - ,./ ,6". ..,...L_Ii- '• HEAVY-DUTY HINGES (4) PLAN ( GATE DROP BAR 'INN [ : I 2"X2"ANGLE WELDED TO FRAME FOR HANDLE /---- EACH SIDE. DRILL HOLE FOR LOCK-SEE DTL. ' SET SLEEVE FLUSH W/ 0) I > .., BELOW LIJ . 1"X.5" BAR -, moil PAVING AND SET IN '260 0 1 1 C lip . IiI2 ..4----; GATE DROP BAR WITH SLEEVE-ATTACH TO SLOPED CONCRETE TOP 28 4 VOMMil SEALANT . Lins. (..) 1 - A _ I PLATE @ BACK SIDE LY1 LU - 1 A1.2 4 PAVING ' . ,, 0 Fmmwja E. I b 1 I 11 - lj I 1"X.5"BAR-FLUSH WITH OUTSIDE FRAME Pi i ill ASPHALT PAVING NIG. ir , ... -11J) ,, I , 1 I) , L. )4 , ,, I 1 i, . , I, , 1.1 I I "A0 FINISH I 1 i 0 Si... HEAVY-DUTY SPRING TENSION WHEELS GRADE • )0,0,,,,..+00000;,•;00••4 . ''. RP(?p q09\,.9 r)SR 0 0 v) 1 (1) L... .09c)?.-V7N- . \ , V\Y", , ANGLE IRON -ATTACH TO OUTSIDE EDGE ///"%/><> 4 I /' /› _ I 0 0) 8 OF GATE FRAME '.›..\\\:\/\ II› I.• I 4. >\''', N"\\/\;;\ \‘' X /4(""// /4 I I I''-2'I'•'./2\\//I's`•`/< , , 1 -----' -- ; 1 1 i i I - CN 1' 1 ill 1/2"DIA. HOLE FOR LOCK-LOCK INSTALLED ' //r/I\/./I\ - ; r - s\//\/2\,//' , I I 11 lh. - < 0 nmi.mo No 1 i \X\/..\,f- ... ,/,\/\\/„.\\/ It •".\\-/,.\-<; ' . /-,,,/\/,:, . „ I i I Mr iliiiiiiiiiiiiia MINEMINO ( , .. . -•/. .//'/A „ FRONT FACE OF FRAME R'''' -I . -;•;\:-K,;'2 ,,,,,,/, = PROJECT NO. \\k- .. 4 %:07 , \K 4. 19-123.1 `-,, %'' ' . '-,-.:-J ),,,,\I‘ B ELEVATION ... WALL SECTION 'cr.., '/`\"°\,‹ : 2/2'.\\./ WALL SECTION DRAWN BY : ';•,),,:,,,,m\s\->sw ....,,,,,/,/,\,,./z \Ni\ '''\\,,W''i\' TC,TEE RT ASH ENCLOSURE DETAILS TRASH ENCLOSURE PLAN . CHECKED BY : SCALE: 1/2"= 1.-0" 1 1 SCALE: N.T.S. TFF, JB DATE : -1 16 GA. GALV. STEEL SIGN, 11.11.2019 . 13.0.SIGN -I _LI"-------_, REFLECTIVE WHITE SYMBOL REVISION 1 s'A- and 1"HIGH REFLECTIVE WHITE \12" LETTERS. SCREW TO POST w/ (3) #14 x 3/4"SCREWS. VERIFY #4-- REBAR CONT. s''; w/STATE and LOCAL REQ'S. CUSTOMER CONC. W/WELDED STEEL WIRE " LOADING 760 1/2RADIUS EDGE FABRIC 11/4"FROM TOP OF SLAB ONLY *""----------TEXT:"CUSTOMER LOADING INTERRUPT AT EXPANSION JOINT PAVING SURFACE N.I.C. *--,) . ONLY" 1" RADIUS-TYP. J • C5 ...... ......... .......... ......... .......... .... ...., ...2...... ...11... 4 q 4 7:St. f-,.,,, '60 \ 4,, . 2"0 STEEL POST 0 t, 4 L°.");90.• 0°G'-)\-0\\:),,:, ,*--,--------------- PLAZA or LANDSCAPING °O°0°o°°0°CP0°080°0 .4 I P°3? (C? )°C.5‘\/) 0,,o co, --ID 0,x, CURB D 0 000 0.gt00 o 00 a o 4 OU 0 0.',-)(C))0 c;X:"; GRANULAR BASE s'%>`\'• //.\'''>\.\Y //\\Y „ °//S's\,/ -7,/.//:/.,7\\//\\ ,// .1,//°, ;\.'s./ '!z*,i 02200 \'./ss.," --/Isfs..P4V . ••-*/\-'"\ 4 •‘"'":- 8" \, .s, .,`,,(,:;).„,,\;< ,\ 5,,,...y>.., ,,,,A,•. -, f- NOTE: ; AtiegAigiMP444; Z-6" LOCATE POLE IN / .,. ... STALL(S) AND 7-6" at PLAZA CONCRETE FOOTING 1.-0"DIA. !'i: .'•:;'; 1.-0" AWAY FROM CURB ;,., 5'-0" ;#0 „r- •!. ALTERNATE LOCATION ; at LANDSCAPING GUARDRAIL W/CHAIN LINK FENCING .41' 4... I FLUSH CURB LOADING SIGN ARCHITECTURE & PLANNING 4/IIP , . ..SC.SCALE: 1 il./2"= 1'-0" 6 ,.. SCALE: 3/8"= 1,-0" BENNER 41010. 411 4ter- 4111 2"0 STD. PIPE GUARDRAILS, .400,401iar 1 STAN GE WELD ALL JOINTS, GRIND SMOOTH .411r. •;ilia! 3 8" 16 GA.GALV.STEEL SIGN ASSOCIATES PRIME AND PAINT 48/1/0• if r°4*--_____ „Egglifearire ---- 0 v44sifrirwitiLi - 1, limit Ii IN ril -„,,,,,, r „ ROUND CAP .-. _ b .. ..........., .: -- ....... .-. -. 11 **.. 4 .7 4 SEALANT (TYPE S-2) FLUSH TO TOP OF CONCRETE . MAINTAIN MAXIMUM 1/4" RADIUS TOOLED EDGE B.Q.\ SIGN .1 \12" PAINTED W/ BLUE FIELD, REFLECTIVE WHITE SYMBOL and 1"HIGH REFLECTIVE WHITE ARCHITECTS , INC. THE WATERMAN BUILDING .. ;4- LETTERS. SCREW TO POST w/ viririrniglif a I k .1w -3'--- iit ltrailt.,- li***itrast, - r--1 80 SE MADISON STREET tr, ifft-Itarairit 4,.._ BOLLARDS TO BE PAINTED (2) COATS TRAFFIC ' 0-'00,0-)00. 00,o‘' 4,0.0Roocr,,:_)-)(Rcic/p. '1'06 3/8" FIBER PREFORMED JOINT FILLER WITH RESERvED .---'r'. (3) #14 x 3/4"SCREWS. VERIFY SUITE 430 1 IRA V tiro NNE YELLOW w/STATE and LOCAL REQ'S. PORTLAND, OR 97214 \ - lik "ififirifitefil \ . - 0 900 000 000 o., .00000000 ac 00000000000•06.0000 -0.0- REMOVEABLE SEALANT JOINT CAP :, , 503-670-0234 T.O. RAIL A Ma Itill ' I 1 kiriti 1448-17111411111PP'' :. 1 ''') : STEEL PIPE FILL WITH NON-SHRINK GROUT o 0_o 0_0 0,_o 0 a 0 0 '.!, 0 0, o . ---- TEXT: PER STATE HANDICAP FAX 503-670-0235 ,..-'---- ... GRANULAR BASE SEE SPEC'S '.:,) ' CODE STATUTES bsa@bsaarch.com 060 et Wag& .., ,, SECTION 02200 F., > /. .,,,.., ,,,,::\/.\\:,,,N4....:C/..1-1:0_,..: 1 RADIUS-TYP. e? *j1 tirip;-- ' . ‘ )7.--- -- .-,t- --; tti , '.-4 1 211014 r E.J. HERE OCCURS CONCRETE WALK WITH #3 REBAR PLAZA POSITION RAIL SO ' CEMENT WASH -SLOPE 1"ABOVE PAVING E.J. VAN ACCESSIBLE SIGN co grip ‘0.- .1 ." 4 ------- © 18"O.C. EACH WAY (INTERRUPT OR WHEELCHAIR ONLY DETAILS ..- 4-0 SPHERE ________ 'f,c) IF. V -SEE PLAN \'',' AT EXPANSION JOINT) or, , CANNOT PASS 4" ` 4" PAVING (WHEN APPLICABLE) - .7 REBAR AT SEE SITE PLAN FOR LOCATION . 7 __,I'" if CURB OR WALL 1/2" RADIUS NOSING PER --,;, 4.-- ---_,.--- I*I'''''''"' TO STEEL POST >' , STRUCTURAL \ \ 2/\<//\..'.44 • /2 4.4< •'•--\7° . V\\, ''\ C) EXPANSION JOINT ...e POSITION RAIL SO ,,,,,,/ 4 \s ......._ PLAZA or LANDSCAPING ''•2"-x/ 7 6"0 SPHERE k °?: '1' .;---- ,,,/\\:: A , '; '' CONCRETE FOOTING TOOL JOINT WITH GROOVER/ JOINTER . ',4',,;; 11-4--- CURB '"R,4 "-4, 1"MIN. DEPTH - 1/4"MAX. RADIUS .Z1? i I : . s CANNOT PASS N/2. _ ..." . %/ . I ,, BOLLARD SIZES: 4 d ........ ........ _.,„ _ ........ ...._ .0._. - ,'.‹,,, ,,,<. \A/4III\` IIs Isiv<III/I\\I / . ..,. - \\*... V REBAR PER STRUCTURAL -1- ,,,,. ..4 \I ' ' "\x,,,,/47- USE 8" 0 at LOADING DOCKS and 7.4- , ..; / PAVING SURFACE-N.I.C. FIN. GRADE "'"//‹ ./ A ' ‘42>//; // . :\ , ,,,,. ,,,,,,,,,,>/:. i I GROOVED NON-SLIP NOSING \\*,•-••\---.\--,"\ USE 6" 0 at TRASH ENCLOSURES and ALL OTHER o 0 IO c;O o '0'Io o'b c;00 ,;(:)0 0'";) :at NOTE: 2'-6" I -TYPICAL LOCATIONS U.N.O.( ) 0, 00°000°00.0°00 0°000°00CP0.0°00 LOCATE POLE IN -71 o 00o 00o 00 o 000 00o 00o 00o 0 CENTER OF HANDICAP at PLAZA CONCRETE FOOTING V-0"DIA. - "-" ' GALV. STEEL SLEEVE, WELD „ _ _ ,., _ _ STALL WIDTH AND 2'-6" . 5,-o" A 1 2 PIPE TO SLEEVE, PAINT WITH CONTROL JOINT i .- AWAY FROM CURB ALTERNATE LOCATION , 1 0 MIN. RUST PROHIBITING PAINT at LANDSCAPING RAILING AND ., CONCRETE STAIR BOLLARD 4E11 EXTERIOR CONCRETE JOINTS 40 HANDICAP SIGN SCALE: 3/4" = l'-0" SCALE: 1/2"= 1,-0" SCALE: 1 1/2"= 1 -0" SCALE: 3/8" = 1.-0" f:\2019 bsa projects\19-123 tigard towne square\19-123.1 ace hardware tigard towne sq\04 construction documents\19123.1 01.2 site and plaza details.dwg 1 11/11/2019 1:26:54 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER S-ANGE ASSOCIATES ARCHITECTS,INC. ,.,5,!,„: . ! •'''' , . . • . , , , . . • , , . , NOTES - FLOOR PLAN KEYNOTES - FLOOR PLAN ROOF DECK ,- :(\• 1. WHERE CURRENT OR FUTURE FIXTURES, MILLWORK, EQUIPMENT, ETC. ARE SHOWN AGAINST A WALL (BY TENANT), INSTALL BLOCKING TAG NOTE Sheet A2.1 Sheet A2.1a ,..,z.). THOMAS F.FALLON FIRESAFING @ BEHIND FIXTURES PER TENANT'S REQUIREMENTS, INCLUDING AT EXISTING AND NEW WALL LOCATIONS. PATCH/REPAIR WALL WHERE a Igt-fx.,-----, ' -,RATED WALLS WALLS ,..„ 10 Phase II Pilaster (coordinate adjacent work) X BLOCKING IS ADDED TO AN EXISTING WALL. c.P ... " 2. SEE PLUMBING AND ELECTRICAL FOR UNDER-SLAB SCOPE (INTERIOR AND EXTERIOR) AND PATCH IN MATCHING SLAB, DOWELED PER Dashed fixtures by Tenant under separate permit shown for reference and , NO. 4787 .., 0 - I its A A.,.. i I I STRUCTURAL, FOR A SMOOTH TRANSITION. 20 coord. X X 7 PORTLAND,OR c) . Eml ;:%,--,,-,....,-,- 7'. tt, 3. COORDINATE ALL SCOPE WITH PHASE II (DOCUMENTS TO BE ISSUED EARLY DECEMBER 2019). '61 111111t1 -'.'' '-'.'' '.'.1 Ilk #10 SCREWS AT EA. STUD AT 4. SEE A0.1 FOR DIMENSIONS/ PLACEMENT OF ALL NEW RESTROOM PLUMBING FIXTURES, GRAB BARS, AND EQUIPMENT. EXCEPTIONS ARE Dashed fixtures by Tenant under separate permit to provide edge fall 0 F 18 ga SLIP B.O. FLANGE SLOTTED HOLES TRACK-ATTACH 1 DIMENSIONED IN THE PLANS, 21 protection X W/ (2) ROWS N 111 , ' ' • I:. 5. PATCH/REPAIR ALL WALLS THAT ARE SCHEDULED TO REMAIN. #10 SCREWS AT N: 11 . - -• 17 '; 30 Existing concrete bollard(s) X X 18"0.C. .--- -.T. • "• - %: . GYP BD FASTENED TO SLIP 31 New concrete bollards per 3/A1.2 X :.V. ''' TRACK AT TOP (NON-SLOTTED) . a.) , New concrete landing stair width x 5'-0", slope max 2% in any direction, . , j. BUILT OUT AND SIZED PER WALL ....... RATING. OMIT ALL AT NON-RATED re-grade adjacent surface with new asphalt to meet landing with smooth -..,, _...-(------- •- .. WALL ASSEMBLIES. 40 transition. X - - 1.- WALL ASSEMBLY PER -,-: -. WALL SECTION -4:-:. .., '' DO NOT SECURE BOTTOM TO THE ....-0 50 New chain link fence - 12' high per details X .... - STATIONARY GYP BD LAYER(S), _ 1__.8°. •+•-): ''' ZAk \ (8°4) 6 I I I 1 100 Existing concrete slab - N.I.C. X a c 0 _ _ ., ..... 30 -( 102 ) r I. T 101 Existing exterior concrete slab- clean slab from F.O. bldg to curb in front of tenant X E c3) STABILIZER WHERE OCCURS • 1 ! 0 102 Existing retaining wall (n.i.c.) X X 11661=11149 0 0 , s.... AI 4 \ '^',' - / > .. .' 103 Clean, prep, and seal existing concrete floor within demised area (all areas) , , X X fl LWOW 2 0.- 104 New concrete ramp, sealed X • A3.1 - A . I 0 0 CY Ci-io I-I 6i)i ' ,, .'Ll =.-- . ' New concrete ramp with curbs and heavy duty rail each side. Terminate curbs ' CD +- . CI Cr Ca:- 4....a) DEFLECTION HEAD 0 SCALE: 1 1/7= 1.-0" EXIT#3: DOOR 6: 3V DOOR/4Ir STAIR *.,___ ] ..,- ,-I - __.' .. : .• . .. • .•• ,, 302 ..• ' 1.. .- 310 ....-. .. .,„ • ,. , ! . ' ! 105 106 for sliding gate clearance and terminate at trash enclosure (that side only) New concrete stair X X ..0 D 1.-- c EGRESS CLEAR WIDTH = 34" /48" - , ..L - X 79 PPL 0 0.3"/OCC. = 23.7" MIN \,... ., , , 107 New concrete slab, raised with turn-down edge, see sections, slope 1% , -1-- FULL-HE1GHT PARTITION WALL REQUIRED .*. OK 0 0 11 1/ 1"--s - ',,,,,,, El 0 ' . 108 Patch in new matching slab as needed -to meet existing grade at 2% X a,,,) 0 .5 E __am*m.o... ONE LAYER 5/8"TYPE'X'GYPSUM WALLBOARD ,,- / , 1 s,' --Nc - _._ VARIES A APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH ' „mow mro MS MIA1 kkM sYM VAlk ..nM MS, ....t. kM WA MoX WM IM£ W.40 M'M RE* MW. PAtie Mg WO WRZ .':' OM' Mk MO WA ff.M .,..-- :,/{,/, , = 4 c0 : mew -6, ' . 110 New sheet vinyl flooring X SIDE OF METAL STUDS WITH 1"TYPE'S' DRYWALL 40' `../ '., '„. , , 2' . , . 1111- T.O. DECK 01 g ' .• , X 0 v) 1 -,- I ..,. SCREWS 8"O.C.AT VERTICAL JOINTS AND 12" , -,_ _ , .4.... ''' `tAA'±`A'Af'f#'1•1° : . . . .1 ±±' ' ''''''ft . 120 Handrail and guardrail 5 1 .. , . ..--- 1 0.C.AT FLOOR AND CEILING RUNNERS AND 'I'llmin (1.,:::::) l'' '' -- ,,,-...' . - i ' 1 . - 121 Handrail, ends return to wall X , INTERMEDIATE STUDS. - . 201 New low brick wall to match existing w/ metal fencing to underside of soffit X -CU > ..:. . I SOUND ATTENUATION INSULATION FIT IN STUD 0 iNMENI ii - - . . - .. . r,.. sim A2.1 - j./7 1/4'' 21'-9" 7 1/4"-''i 10'-0 . • • SPACE WHERE OCCURS. DOOR 11: 36" DOOR : ' ' MOM P -7'1"I''i- ---- -_ ..,, _....-. i ' 202 New metal fencing over existing low brick wall to underside of structure above X RD 0 A, EGRESS CLEAR WIDTH = 3*' 0 mot ,. -,.,. - - ,VQRAGE-. - -LI _OFFIC.E.;; . .. ' .. 79 PPL 0 0.2"/OCC. = 15.8" 1 1 / . . ' . gum li RISER ' I .. .., 1 104 I I 103 I i .i . .. .•.. New storefront glazing over existing low brick wall to underside of structure 0 - A4.1 , ROOM -::.---.:- MIN REQUIRED .*. OK i 1 $ . ! 'i 211 SF 97 SF ! - ._ .. . ' .. ..• • 203 above X 0 , - ' -- , .: . ,,,j'-'orpri: - 1,-- - T = i-PF.,1,, I -1.- ' "= 1 PPE_ ' .-!---- '-----1 1(ln 1 i 1 @ 390 SFIP i A . 4 100 SF/R .. .., CY -., r . 204 Existing brick column/pilaster , X 6a0 1.3 ' .,,/ ''.4 , 1 :'11.1111111111 ''.-k'll,t,' . : . ..- , , .• :, .• I i - ,'' / A-, : . ' . . ' .. ,.• ' 301 Existing wall furring (add blocking as required for new fixtures, etc.) X X ..... 0 STABILIZERS IF REQ'D 1 EXIT#5 (COVERED // I' ' - .. , • Existing demising wall - seal/fill in door and frame with like for like PER STUD MFR. ...,:g- 6"X 18 ga METAL STUDS AT 16" 0.C. CONFIRM i EXTERIOR DELIVERY 1 r/ / a_ L,.._ ' ,,, A4.11, ,, ,11,, i ... . , . .,, .. ' . • 1 SPACING AND SPANS WITH STUD MANUFACTURER i ONLY): - ---3-- .-_ - :i i 0 . . .' . . ' . . ' . 302 construction to match (5/8" gyp bd ea. Side, sound attenuation batt, etc. X DOOR X2: 36" GATE 0_ sz w. r ' , EGRESS CLEAR a Alit , , Existing demisingseal/fill in removed mechanical penetrations with like 0 0) 0 0 ..,[,,:•.---- i . '• 0, -,,,, ,,,,,• ,,, c\i WIDTH = 34" A4.1 .. for like construction to match (5/8" gyp bd ea. Side, sound attenuation batt, ' 0 SWIM q< NO EXITING FOR 3 PEOPLE t•-9-• 0 . 303 etc. X l''''''' r"..- 1 . • "sr, . • 1 *---' 5'4 F., ,. . . PROJECT N(0._ WALL BASE . . (-4. ---, , , ' . 6' METAL STUD RUNNER ATTACH TO FLR SLAB W/ i 1 I - . . LI] - I 1 -I 304 Existing load-bearing CMU wall X X -- , 1 , ,,,,r., 1 : - - - 1 i J. -, , (la o'-0" 1/4"DIA KWIK BOLT @ 32"0,C. .. , ' . 305 Existing load-bearing structural brick wall X ,. :." 1 ( 303 ) 0 19-123.1 DRAW NI BY : '41-1 F.F. „ ! H ,., New 3-5/8" metal stud wall furring full height at 24" o.c. w/ R-11 batt ..'.- 1 .... . . 7 i I r i ,. , . . 306 insulation X X ..,,, 4. 1 COVERED ...,,„,,,........„ .... .,_.: . 1 ,„ .. . f,-- TC TFF EXTERIOR i-li New 3-5/8" metal stud wall furring full height at 24" o.c. -furring does not UNRATED ,' '''' . .. . Z , •4.1 DELIVERY e VARIES (SEE ENLARGED), ..,.. . , FULL HEIGHT WALL . . . • • • . ,. 307 continue over masonry opening X CHECKED BY : . .. , . . . . . . , 1 ud ., -7.---7-4, , . TFF, JB . i 853 SF ,,,,,:,,,...„- i - , t _I., 1 308 New 6" metal stud wall furring full height at 24" o.c. w/ R-19 batt insulation , X X ../ ''.. @ 300 SF/P .---....„ , g!! DATE : ,-.A.i : 307 309 New 3-5/8" metal stud wall per 3/A2.1, height per detail X . . I Lmt gs2 ._.-- 4--1 1 . 3 PPL --- - \\11 ---!--1 . . • ADJACENT TO SALES WALL EXTENDS •• ' , . . .• , ---,z77-!---0------ . , I 11.11.2019 TO DECK W/DEFLECTION PER 4/A2.1 r!. - - -1- ;: '-Y Cl'.'1-.!!!1!11-:!11.Z-:/'.?-/":71li/f---L:-----:-e:,......‹....',-4.,..,-,- .<..c.-..,,,,-„...,,,-mai, ., ,,L.'..‹...,...-.',..,w9).”......,,„„.•-..): K1 g , .. 310 New 6" metal stud wall per 4/A2.1, full height per detail X X A r-r-i 1 100,..--t, .3: ? j i -- ---- 011161 . I REVISION : . ' ' .. . . New 6" metal stud wall to platform structure w/ batt sound att., 5/8" wr gyp iiNs NOTE: WHERE UNBRACED HT>48", .. .' .,...._.! ,. i:'b), 1:-14F,71: '','1 1, :„......„... .I I '‘,.. ....,?..- !1• -, k: 0 320 , LEDGER, SECURE W/ •• U.' 311 bd X PROVIDE POSITIVE BRACING:35/8 . . 2-SCREWS AT EA,STUD ., 0 ,!! .f. ......_i !!!< •• ,. MTL. DIAGONAL BRACE AT 48"O.C. • 1 1 ' - iL, 11. -r..-Li !----v-'" L::t .'F.= '''' '..- ' . -4f----- ,..„, ..• . . ' . . 1/2 PLYWOOD ANCHOR TO B.O. DECK ABOVE i .\ 1 . . .. . . 312 New 6" metal stud wall full height per 3/A2.1 (sim condition) X SHEATHING e FE , -? r ; FE ...., ' • 1 ... I C) ,•••' < .,. .• . -3, O'-5" ' 320 New structural column at new wall opening X X 6'20GA.MTL JOISTS SEE PLAN * k,v N. FLOOR ..! AT 24"0.C. OR B.O. CEILING cc) • %,,....; MX aM S&M ME Mn MES ":",,a 843M RaW 33-= 83= OM WM& WO ,.., 2a4M €01,& at-13 =V. 35= g`61£ MO #,Ik:,.i."nLd3MS ' _ ,,,_ ,,„, j‘ Li N 1 S,E nr :_EtN,A EE10 Y •_F l 1 SERVICE ' PI 7,_ ,.___ , 1....),PPER I I , .. _., . . .,, 321 New structural column and roof structure above X \-SUSPENDED !!:. ., .. PER MANUFACTURER - ,' TR-ESTitzOCW1 -i- - 7 POO-FA- - T - I. AREA - - -PO:ESC - I '-' T '--- T - - CEILING, WHERE OCCURS '.6,-) . !!!! .• 330 Line of Canopy/Awning Above X i 108 107 106 - " . 1 102 I ,, ,••• • . 5/8"GYP BD CEILING A -. ,...... ,. dok SEE PLAN !---•• f*--- ,553-E r -- ! 1,15,„ T 232 SF 1 5,534 SF 340 New roof access ladder with secure access door, see 2/A3.1 X IV B.O.CEILING ,.: LLt . . - 4 - =''.,2.T ,,=..1 yi4 I S E X1F =• ,3,-eti „,, + a ,, .sEte.,1. - ,,,,2' @ 300 SF/P ' 1,. -- ..___21 )--1_ _CL:130 SF/T ,,,,,,,,, !",,,,,t, _!,:, !,!;,!. ___, 1 ,!,_ 1, ! , -- / ADJACENT TO SALES, 18 GA. PER .' RESTROOM , „' - -PPL- ir ,.....- ,..! „ .. -,•!,r -=-Ii851PK_ , 1 . I 350 New base and wall cabinets, see elevation detail X NOTE: 0 .•-", DETAIL REFERENCED ABOVE , .r.' 1, BRIDGING LOCATIONS IF ;J1 I. 109 I FIN. FLOOR e . , N,,, 103 ' • 360 Extent of FRP to 48" AFF X REQUIRED, DETERMINE BY MTL .p-:.:•PN --) .. 2 . 4 , . . ' '' 15•5F -1 ! I '-! i. . JOIST MANUF. :... A .1 !,!I 1 7,,, - -1-. --- J.,- ------ 4,- ---- I - - --1- ---- '-. 401 Existing storefront glazing X ....-- WALL FINISH <(.'" .. ::i 2, IF WATER HEATER TO EXCEED 20 _ -, ' • ..,1,.,,,,,.,,., 1 RAMP UP .1. .,.i , I -r . GALLONS, MTL JOIST MANUF.TO ... •• SOUND ATTENUATING BATTS r- ,,,' . '• -I:, ,. 402 New storefront glazing X rittewmemmitemo • '5% DETERMINE JOIST SIZES & , !,... . . . ,. , . !„.' ,. , 501 Two (2) new bike racks, see A1.1 for B.O.D. Coord. w/ Phase II scope X . SPACING - • DRIVE PINS AT 32"0.C. 11/64"DIA. • ''''' 7 - 1 - - ----,1 -7- - --r- - -7- - 1, rri{ . .. • ,.: :t.. :::::. .._ _.,.,2 :..: .:_._. ..t._ _I::: r.t: __„, :,-, i , i'. v• 1, 1 i i ! '''•110::'•Iii:MSIMIWP:',':.'•,r'''':', a• X 2 W/7/8"DIA. WASHER ' ..:,, . ,„ . '''',!, . . , , ! FE di!!' ; !„ . ' 550 See interior elevations for all wall mounted fixtures and equipment @ RR's X , ; . ..„., :.... , WALL FINISH ' 1--. . ..!' . . : ! .. . r I !!!!!. ' -.- - -,,, : .- , ... .... a„=, mu! ,,,,,,,, 0 .../ .._ .... WALL BASE, WHERE OCCURS . . • , -•1 (304) : i: .' . Expanded fire riser with dry riser (connected to riser in Rite Aid) by -!::1 ,,, r., FLOOR FINISH . ' . . .. , ... ,, • ••!-„,.. ' ,,• • I:4 gliiifflAinfaiiiMA: EACH SIDE ''' 11.:1 .' . 20 .' ,... design-build, see Mechanical/Plumbing, including performance spec for more X ---ill ,,....: ,„: . .• , • . 4_4361 cY-0" I ir 7/ ' , t F .' . . ' . 1 :T'A LOWER ! 4-5--(eg*rox) -'' I-, - I- - T - -1- -- T. - --T- - i , . SALES 0 i,i.i„.;,..,._ ' , . 601 info . . , . , moko ...,..,. L I i L r. , . . .'::i, .• ... ..... ---- . I-1 F.F. .s.?, -. - . ., .. : ;.,A •,,i I :' ' . " . ,.. - J„,, . . . ' ,!: , r . . . , , .,, . ' .' . 701 Existing downspout X :11 .... 3,630 SF , , ,• . .............. . . i ,1" . . _.,. METAL WALL VV/ , .. ..... . (.....,"....,,,„ ",,,,,,<2•","- ,L, , .,_ _ .,.._ ___ _.• 103 1 . I , 1 i i I • ,!' ! .' . ! • 702 New mop sink X _., , 121 PPL T '''''''` t 1 .I .• ARCHITECTURE & P , WING GYPSUM BOARD CEILING .. . . /' .. . ,. .-= FE ! , . ....„... ,... ...... .... . , i . . ,, : C-270 . : .. ..: : . • .. . . 703 Relocated hot water heater X SCALE: 1/2"= 11-0" (WALL_MTL_PLATFORM.dwg) i..j 704 New accessible kitchen sink X BENNER 306 301 , 307 1 ,..! . 705 New accessible lavatory X STANCE , - . • ,...- ( 301 ) 320 308 , .1 '!... / '... 306 't:H : Arf , .• • • 706 New accessible water closet, flush control facing away from adjacent wall X ASSOCIATES ,. • 707 Existing gas meters,see Plumbing(note existing gas line runs over head to adjacent building X ARCHITECTS , INC. ...' 'I I .. - at dashed lines) ,,; _ L , __. . ,.. ..-. . - ._ 4 THE WATERMAN BUILDING ,,,i,..- _1 dr,..... .ar, N.,- ' ", ' ,•••" ' f 4111.WAW I" -- 4 - -- "F ---T . 708 New downspout, see plumbing x x 80 SE MADISON STREET ---4--- -,:' '--- - : .,:,- ..,. _-_ .,:/.., / ../ . . 1 ( 305) 4C> 0 L___,_- -1 \, 1\ I 11-i----ld r ---'- t - 1- - --':-- - t - I- - -4 ,• , ' Existing Rite Aid Electrical Room and Data - see electrical for scope if x I - i 1+---,T- PORTLAND, OSRUIT9E724314° io I <C> I- 501 - 1 ! . ,. 1 Al 1 1 10 801 applicable 503-670-0234 1 , 1 i i x FAX 503-670-0235 1 1\. - . 1 COVERED 802 Electrical equipment, see electrical \',. ... (305 ) 20 - - - EXTERIOR ii 100 bsa@bsaarch.com _______________---------49- EXIT #1: 0\\ SALES 803 Tenant electrical panel, see electrical x DOORS 'I: SLIDING BREA .WAY - E C2-6,1-2-) : ( 20 ) FLOOR C-3-3c7) _ EGRESS CLEAR WIDTH = 66" ® X01 1 804 Existing electrical transformer x I mi ' -,. 4 ' 159 PPL @ 0.2"/OCC. = 31.8" NUN REQUIRED .". OK 202 ,080 SF ..K.,.../> LI] PLAN • ©30 SF/P A3.1 : . - C2C-3-3-)--:.: =36 PPL LEGEND - FLOOR PLAN \ 14,,,e •. •----- • . '''''''s- ,,, ,,,,,,,,44 VARIES (EXISTING) 201 EXIT#4 (GARDEN AREA ONLY): A ,, W FIN. FLOOR iz/.//i/.//•.4 MASONRY WALL I Q FIRE SPRINKLER RISER (AFSR) GATE X1: DOUBLE GATE `,..E: F.R. EGRESS CLEAR WIDTH = 68" ( 108 ) ''' /1111111.""--- ./„, MASONRY WALL WITH INSULATED FURRING (SHADE= 36 PPL @ 0.2"/OCC. = 7.2" MIN REQUIRED .*. OK 41111 * 0 :I . NEW) (Gni GAS METER 708 E.J. , tr•/zit////"i- BUILDINGCMU EXPANSION JOINT. NEW 4A:80B:C SURFACE MOUNTED FIRE A4. 101 204 11 0 EXTINGUISHER COORDINATE WHEN BEING . 411111A-3.1' . --.4 NEW INTERIOR PARTITION WALL FE INSTALLED ON FIXTURES BY TENANT ,......4. .- SOUND ATTENUATION BATT-WHERE SHOWN \\\, ,N1\OR11-1 <> STOREFRONT TYPE;A5.2 + EXISTING PARTITION WALL A2 . FLOOR PLAN 7 N .."\\:\ 0 DOOR NUMBER; A5.1 NOT USED SCALE: 3/32'= 1'-0" r1 STOREFRONT SYSTEM - ABOVE f:\2019 bso projects\19-123 tigarci towne.5.quare\19-123.1 ace hardware tigard towne sq\04 construction docurnents\19123.1 a2 1 floor plan dwg i 11/14/2019 7:30:11 AM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER S'ANGE ASSOCIATES ARCHITECTS,INC, KEYNOTES - FLOOR PLAN (s.�ED Akar TAG NOTE Sheet A2.1 Sheet A2.1a THOMAS F.FALLON�� 10 Phase II Pilaster (coordinate adjacent work) X tom---ti ')-• 7,--A-e---s. Dashed fixtures by Tenant under separate permit shown for reference and u' , ' NO. 4787 O 20 coord. X X 9 PORTLAND,OR NOTES - FLOOR PLAN Dashed fixtures by Tenant under separate permit to provide edge fall �� . z� 21 protection X O F 1. WHERE CURRENT OR FUTURE FIXTURES, MILLWORK, EQUIPMENT, ETC.ARE SHOWN AGAINST A WALL (BY TENANT), INSTALL BLOCKING 30 Existing concrete bollard(s) X X BEHIND FIXTURES PER TENANT'S REQUIREMENTS, INCLUDING AT EXISTING AND NEW WALL LOCATIONS. PATCH/REPAIR WALL WHERE BLOCKING IS ADDED TO AN EXISTING WALL. 31 New concrete bollards per 3/A1.2 X V) 2. SEE PLUMBING AND ELECTRICAL FOR UNDER-SLAB SCOPE (INTERIOR AND EXTERIOR) AND PATCH IN MATCHING SLAB, DOWELED PER n1 STRUCTURAL, FOR A SMOOTH TRANSITION. New concrete landing stair width x 5'-0", slope max 2% in any direction, W 3. COORDINATE ALL SCOPE WITH PHASE II (DOCUMENTS TO BE ISSUED EARLY DECEMBER 2019). re-grade adjacent surface with new asphalt to meet landing with smooth > .- 4. SEE A0.1 FOR DIMENSIONS/ PLACEMENT OF ALL NEW RESTROOM PLUMBING FIXTURES, GRAB BARS, AND EQUIPMENT. EXCEPTIONS ARE 40 transition. X -i- DIMENSIONED DIMENSIONED IN THE PLANS. 0 5. PATCH/REPAIR ALL WALLS THAT ARE SCHEDULED TO REMAIN. 50 New chain link fence - 12' high per details X 0L 4 100 Existing concrete slab - N.I.C. X I a Al.2 Existing exterior concrete slab - clean slab from F.O. bldg to curb in front of 0 101 tenant X 0) '` (.. :A . ! � I 102 Existing retaining wall (n.i.c.) X X 0 103 Clean, prep, and seal existing concrete floor within demised area (all areas) X X n1 0 , �- `:J 104 New concrete ramp, sealed X 0 �. r 3 i_- 3 4 . � 73 0 cJ) / 0_ A3.1 A3.1 New concrete ramp with curbs and heavy duty rail each side. Terminate curbs W 6I a $` 105 for sliding gate clearance and terminate at trash enclosure (that side only) X 4- r, Of106 New concrete stair X 00 o �„ '• t' 07 New concrete slab, raised with turn-down edge, see sections, slope 1% XV) 01.1 0 N d : d- t 108 Patch in new matching slab as needed to meet existing grade at 2% X W v I E NOTE: SEE A2.1 FOR m , r 110 vinylflooring X (I) New sheet ADDITIONAL SECTION CUTS A1.2 / �- (1) ' °° I Handrail and guardrail X0 ' 120 OJ. �,. Handrail, ends return to wall X © , ' -``f' .r- 1 „ 121 s- r--'. •J 'd 0 '�4'-2" A4.1 ---:1-- ...-----;---7:---;------------------- r'`i - '''r ' New low brick wall to match existingw/ metal fencingto underside of soffit �� ■............. d . / //,--` --- 201 X � o d `� x ° ,:::::.;*<, '''r 202 New metal fencing over existing low brick wall to underside of structure above X 7.3 N Q d ,. r,,- ' I 4'6" _ dam, ° ' . := ;-` .r , ,: 2-pr - New storefront glazing over existing low brick wall to underside of structure0 - 3ff J ,','-'1----1.,><;- -rr- r ; .. - - 203 above X U 4 Q 4 .A ;r ,r r �--/ -- - -r" r`'-- r .•,,,-;;-.r 3. 4 0 L� Q r'/.j - ,err Jr,r- r,� rr �� - i Existing brick column/pilaster X U I / ' . 4 :;,'?;>."' .- - -'''''',,<.,:::,r ',r f,- ,..a"..,'„,3; € 204 I 1 . r-`rr-`%' '` ``'` `' ."'''';2;`� =.e''''.:2'' = `r f 0 301 Existing wall furring (add blocking as required for new fixtures, etc.) X X D0_ z• 4 .< r-' „.< 12;1=r ` r ..--.-'rr s • d d .. ' 'rr,r''„r-,r rr'r'rr •` /jr's'` `y r''''./ /'`r :;j U �' g ate• -•-1,,..• --..- r{{` , ;r'- /;r;f;,- f ,,f`f Existing demising wall - seal/fill in door and frame with like for like 4 r-; r- --` -` r",✓-!r'' -r`,r%r''-'' : 302 construction to match (5/8" gyp bd ea. Side, sound attenuation batt, etc. X0 0 v) Q CA �.� d: 6 4 . a ' ,„<;--'`2/,.-:='- ---.2121‘,„•-',,,,,,-;`, ..•-•- -- r-''rr--;, `"'" Existin demisin wall - seal/fill in removed mechanical penetrations with like 0 I r ,r ,rr- rg g p y c d /•' 0)/ 303 lti - �� d. a .� � - '� � ��`r,--'' 1,-�-r.-rr ��-':6'"`' .-',� .ter � • w 4 a :�.. „--f� -0':0:5.1-%.--_,--„---_,-,-.,---,----„---.,„::,:::),-,---/ I - 304 Existing load-bearing CMU wall X X p4 ;r ' -,r. FIN Ft 7(3 @_p9.3.--,,,- r,r-` -, -' �✓,,. h w w --' °1-'` rr- .9 , r '' ,.- -,. / 305 Existing load-bearing structural brick wall X PROJECT NO. Li ///27%////////7//////,(777/7/////. ', N FLO-X-@rEDG-,-f,,,-2' ` - '`-� z 0 x :-'., ,- r-2---r - r--, New 3-5/8" metal stud wall furring full height at 24" o.c. w/ R-11 batt 19-123.1 z s, r ..-- �r-,.-'f,-- --.,r- ,,,-7-,,..-2-•-•-..-- --,�'r,/ insulationDRAWN BY 0 z ,,,' ,, .. mn m:;� mm o m ,,;. �..z. ,....2 mm p„ .r- ,.;r,r r - ,..,-" : , ..., 306 X X - 4 al -(0'-1.0") • `'`..`- - `-- Jr .:f,..).5. ..--___, , `'--....- w FIN. FLOOR @ EDG� 01 `; - New 3-5/8" metal stud wall furring full height at 24" o.c. - furring does not TC, TFF `cf.,' d " continue over masonryopening< it v X� • 307 p g X � w Q • ° C105 � d .8 d `, CHECKED BY LU 21 �d � �.. 308 New 6" metal stud wall furring full height at 24" o.c. w/ R-19 batt insulation X X TFF, JB Q y C30 ) � 4 d 50 o 8 < 4, 309 New 3-5/8" metal stud wall per 3/A2.1, height per detail X DATE .' ... X X 11.11.2019 Z d d . 10'-0"MIN V.I.F. -�� (804 ) d - - 310 New 6" metal stud wall per 4/A2.1, full height per detail . �; - NOTIFY ARCHITECT OF 1 • - • 4 c 4 New 6" metal stud wall to platform structure w/ batt sound att., 5/8" wr gyp REVISION : 4 - - DISCREPANCY BEFORE x5 CONSTRUCTING/PREP ±8'-1„ d do SZppE r 311 bd X 102 1-• 0 ` . � ' °• y �1 . • 4 • 4 312 New 6" metal stud wall full height per 3/A2.1 (sim condition) X 708 LU ••/ 0 did a a. - - 320 New structural column at new wall opening X X -- ,/ • Q 33'-6" �,�y 3 I `� d. 4 4 . , 321 New structural column and roof structure above X CD If , 50 dos �� y �' 330 Line of Canopy/Awning Above X �..�4 h 340 New roof access ladder with secure access door, see 2/A3.1 X r- - . 4: 4. .d d � New base and wall cabinets, see elevation detail X ,�.................._......... .. _ ........,. - � 350 k. O 4 d . g d `� 360 Extent of FRP to 48" AFF X 4. r �. 401 Existing storefront glazing X 50 r (0.-1-10`'1 d , ® 4 6. :' • FIN. FLOOR @ EDG d 402 New storefront glazing X d ad =4 4 a -- 4 1Of' 4 d , d r . ,, 1 501 Two (2) new bike racks, see A1.1 for B.O.D. Coord. w/ Phase II scope X romo'BEI v v A 4 d � 1 d See interior elevations for all wall mounted fixtures and equipment RR's X 6 d 550@ d +�; • d 4 COVERED "' E � w . . p `` `�< ., riser (connected to riser in Rite Aid) • EXTERIOR O ' 1.d .5'-6 5'-6" '546" 4 tt Expanded fire riser with dry by DELIVERY ' r.� . " 4`- 4304. �:,. desi n-build see Mechanical/Plumbing, includingperformance spec for more X NOTE: RAMP IS< 5% `n "' R 1X02 i. 4 4 <J , I 4 . �: 41 d �� 4-• 4'' 4. SLOPE HANDRAIL EXTENSIONS UNISEX �" ,• <., .1 601 info NOT REQUIRED PER OSSC 1010.9 AND ANSI A117.1 RESTROOM Q <'1 . n • 4 Existingdownspout X 405.8 701 p 108 I 4 4, s j , 8 : •0, 0,,• BSAAFIXTURES BY TENANT UNDER SEP. PERMIT 340 301 30.6 Q �' ` d 702 New mop sink X 3- d - 308 : . FIN. FLOOR ` SHALL PROVIDE EDGE PROTECTION AT ° THIS 5"STEP - NOT SHOWN THIS PLAN -SEE __ - 703 Relocated hot water heater X ARCHITECTURE & PLANNING OVERALL FLOOR PLAN THIS PAGE 707 O 705 ( 704 802 f 703 0 >.,)>---,4 '` _ � .� � r,. .,a 7045 New accessible kitchen sink X BENNER EDGE OF FLOOR TRANSITION G „� d . (FORMER EDGE OF CMU WALL 701 x'06 .- .350 4 (702) 4 - c • ,r• . ` New accessible lavatory X STANG E / -, e. New accessible water closet flush control facing away from adjacent wall ` NEW CMU WALL OPENING GM GM a' Q , _ 706 g Y 1 X - - - - -gym / ,`' ASSOCIATES 1'-611, 7'-6" � / •`` •' ` -r - , /-- � ; :-�-�- - - Existing gas meters see Plumbing (note existing gas line runs over head to X 304 / .'` '' ,.., !I / J ,, i ;E; V,�,,; > _- ., adjacent building at dashed lines) ARCHITECT INC. 7'-0" 1 - - �„ 707 1 g nu I_ , _a � 7 I / ,, '` P F - - - - THE WATERMAN BUILDING / New downspout, see plumbing X X E �� a :„ ,► I o' o" 320 fi 708 p p g 80 SE MADISON STREET HANDRAIL AND RETURN ONTO UPPER 1 % 1 I i / © __-� 36G ; O _ FIN.N �- ------ -- / 706 , . FLOOR I LEVEL AS SHOWN J / ' i- Illir: / �L- A7.1 A Existing Rite Aid Electrical Room and Data - see electrical for scope if X SUITE 430 • ( 550; _1/4 _ - - „ PORTLAND OR 97214 - 20 SERVICE 803 801 applicable - / {: ,/ 3 2 __ :' b Y + ----(103)-- AREA 503 670 0234 A7.1 - "4 I g 106 = Electricalequipment, see electrical X �o ..1-1 l� 5.. s// _ 6 0 301 u i t, t - 802bsa@b0aarcO.003m NEW CONCRETE RAMP PER DETAILS - - - ' - ; 1 - --- 1 1: Tenant electricalpanel, see electrical X 301 �; u F• E.... . ii 803 l AT MAX 5%SLOPE J _ a A7:1..- I i' i i ,o o .� Lr, -- irl I-_ �`_� 310 X ED q-aoNEW STEEL COLUMN / \'* N / L--- - ` -.._ - l . 8 804 Existing electrical transformer ENLARGED �� �� A i � • I -; O _ PLANS „' WV����W���W J a"<NeeNe 8 49� ''sti i u i € i I i UNISEX �L 9 �£� ; L_� _J �- - - ALIGN ,/ RESTROOM a3�$F�• - 1 . •�.,. dx�.v u Y.. LEGEND FLOOR P ' ' ..._,_1.�� FE ' �a �xr/ x 1 G9r PLAN A4.1 �� F.O. FINISH 7 1/4"-\ W .. FE i : E I r ,+y .... I..... I.... I.. . Y/ r r r' r' MASONRY WALL I 0 FIRE SPRINKLER RISER (AFSR) IJ 7' 5" 7 1/�" T 0" 13' 0" 7 1/4" 8'-0" 2' 10" • • �, e, ,, F.R. FE HANDRAIL AND RETURN ONTO UPPER • I 1 1 1 MASONRY WALL WITH INSULATED FURRING (SHADE= 1 -.... 4'i//2727/A NEW) EllGAS METER +5' (approx) LEVEL-TERM ON UPPER LEVEL AT NEW 103 EMPLOYEE LOWER +pmal COLUMN i ROOM SALES E.J. tap tiff 110 ' 107 I I 101 I 4`////v///A BUILDING C.M.U. EXPANSION JOINT. NEW 4A:80B:C SURFACE MOUNTED FIRE 0 EXTINGUISHER COORDINATE WHEN BEING 306 -( 312)-- 310 1,03.0.1,--------4 NEW INTERIOR PARTITION WALL FE INSTALLED ON FIXTURES BY TENANT ENLARGED RAMP PLAN ENLARGED FLOOR PLAN SOUND ATTENUATION BATT WHERE SHOWN STOREFRONT TYPE;A5.2 A2 • 1 A 0 SCALE: 3/32"= 1'-0" Ni(i SCALE: 1/4"= 1' G" �\ / T EXISTING PARTITION WALL X DOOR NUMBER; A5.1 ,11� STOREFRONT SYSTEM O NORTH NORTH - - - ABOVE f:\2019 bsa projects\19-123 Tigard towne square\19-123.1 ace hardware tigard Towne sq\04 construction documents\19123.1 a2.1 floor plan.dwg 111/14/2019 7:30:11 AM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER S ANGE ASSOCIATES ARCHITECTS,INC. MECHANICAL UNIT ,_‘y.s„D AJ?r,„ FOAM SEALANT TAPE THERMOPLASTIC MEMBRANE CAP RAISED CURB WOOD NAILER,,, • B SEALING MATERIAL POLYURETHANE SEALANT C.,\"; 17;y7y------ VENT PENETRATION ..,----- --: ;',--- --;„.„ URETHANE SEALANTROOFTOP EQUIPMENT '<'\ -- -. I-2=7 THOMAS F.FALLON (Th 001* FRAME -4111111111PI : d. #12 STAINLESS STEEL SCREWS WITH EPDM BACKED ,--1 . , BUTYL SEALANT GASKETED FASTENERS IIII S.S.WASHERS @ 12"O.C. a 1 LS THERMOPLASTIC FLASHING \ .0°10 ...**%% MIN.TWO FASTENERS 1 -;- , MEMBRANE ALUMINUM TAPE 2 0 METAL COUNTERFLASHING, SEE NOTES 1 &2 4,,>#0/ PER SIDE ;4- - - '4E. : A NO. 4787 ., 1 I (IF BITUMINOUS D iii M THERMOPLASTIC BASE FLASHING ADHERED W/ NON-VOC „,$)•,?,,PORTLAND,OR c, THERMOPLASTIC FASTENERS AND PLATES @ 12" STAINLESS STEEL A DRAWBAND •-, CONTAMINATION IS PRESENT) -2 oz 3" REMOVABLE SHEET- FLASHING O.C, AROUND PENETRATION , ..••s. METAL 41, BONDING ADHESIVE-TUCK FLASHING UP AND BEHIND '' MEMBRANE - (FOUR MINIMUM) .` PENETRATION ;6;) c-', , Ni .1..0" ;.. : • *1.401 1. i 10_,,,,, I 6 COUNTERFLASHING \ le, BOTTOM OF UNIT SKIRT I 0 F i -----,..,„.,,,,„.„. ..,. , , • THERMOPLASTIC 1 THERMOPLASTIC FLASHING -I ADHERED MEMBRANE 1 THERMOPLASTIC CAP FLASHING FLASHING / ---- MEMBRANE . 1 j' FLASHING „ • ii.;4 • BONDING ADHESIVE 1--... FASTENERS AND PLATES 12"O.C. Eo MEMBRANE 44 FASTENERS AND PLATES @ 12" 101 -----r e4 0 2" 1, 2" ' ' HOT AIR WELD ''' '''----.. ,'‘ r O.C.AROUND PENETRATION 1,,,,, te 04 ,,...0- ' LAP // THERMOPLASTICHOTAIR WELD HOT AIR ,. 1.,eli,44.404,,s.,•,to, •or, (FOUR MINIMUM) it:.1 ill - \ -0 MEMBRANEsj 1 • (1) 0 .1 . .1 , , / \RECOVER BOARD WELD '9f .„, LAP /\4 TOP OF STRUCTURAL DECK lA ° , THERMOPLASTIC CAP 1410 OA 40011W216- ; PREMOLDED CORNER ,_,.... `C..._, \ , > f I I 2" 1„ : ‘ ''; FLASHING 4440- , '' •• 4 4 - ''40P- WELDED SEAM ,,„ ;,..... 111 1 ( 11 f i I AI, iiiiiii , ,,, • ..„i., 4fr 40 SEALANT (IF REQUIRED FOR t- o - ' `4*.0, tiill'N`41,. THE SPECIFIC SYSTEM) LION1 4 ti, 4 A4A,.. I I alowirs..... -411.%"1,,,, l' ,::,, 4, . SECUREMENT FASTENED AT BASE .,..-• le. : 4:,, 4, 4 'IP I 1 111111111 ,. 11111111111 1111111.11111M11311111 4.1410V4',1/4. lototto,,, SINGLE-PLY ROOF MEMBRANE ' 14 -.: 14 ''‘' OF WALL OR CURB ALTERNATE N.- : . 4-, • , • 4r. • • 'a. 4. -4.'4,, • a ; I SEAM PLATES AND BASE FASTENING MANUFACTURER 0 441.' , AL A2TTx6ACMHINED. WOODNAILER .4: FASTENERS I APPROVED BATTEN BAR FASTENED I; : Ni, • t , 12"O.C. MAX COVER BOARDf;i2 0 s.s A, Al) 4kr. ' OVERALL THICKNESS TO THERMAL INSULATION 0 SECTION PREFABRICATED INSULATED CURB, (ATTACHMENT PER ....... 0 , , MATCH INSULATION STRUCTURAL / ,,..,.,-;,,,.._, , ` NOTES: SEE SCHEDULE , , STRUCTURAL) DECK NOTE: EL - ROOF THERMAL INSULATION, .----,,,,, _ 1, THE CURBS,TOP WOOD NAILER AND SEAL STRIP ARE TO BE SUPPLIED BY THE CURB MANUFACTURER. STRUCTURAL DECK 1. WHEN BASE OF UNIT PROVIDES LESS THAN 4"COVERAGE OVER TOP OF FLASHING, INSTALL in0141111=1 LOW 7:3 s..... SEE SPECIFICATIOINS STRUCTURAL - ROOF THERMAL INSULATION, THERMOPLASTIC SEPARATE COUNTERFLASHING AS SHOWN. 0 0 a THERMOPLASTIC MEMBRANE DECK SEE SPECIFICATIOINS MEMBRANE 2. WHEN POSSIBLE,THE MECHANICAL UNITS SHOULD NOT BE SET UNTIL THE 2. COUNTERFLASHING TO BE 24 GAGE GALVANIZED STEEL, 24 GAGE PRE-FINISHED GALVANIZED 0) 4- ROOF MEMBRANE AND FLASHING HAVE BEEN INSTALLED. STEEL, .032" MILL FINISHED ALUMINUM OR 26 GAGE STAINLESS STEEL, SEE SCHEDULE(S) ON THE ...C3R- c I NOTE: FOR THERMOPLASTIC COMPOSITE SEE DETAIL 1/A6.1 and SPECIFICATIONS 1 I NOTE: FOR THERMOPLASTIC COMPOSITE SEE DETAIL 1/A6.1 and SPECIFICATIONS 1 3. WHERE THE SKYLIGHT,SCUTTLE OR SMOKE VENT FRAME OVERLAPS THE BASE FLASHING AT ROOF PLAN(S) FOR SPECIFIC TYPE OF METAL REQUIRED IN EACH ROOF AREA, LEAST 3 INCHES,THE REMOVABLE SHEET-METAL COUNTERFLASHING IS NOT REQUIRED. 0 ROOF PENETRATION - OPTION "B" A ROOF PENETRATION - OPTION "A" 0 PREFABRICATED METAL CURB v) CT cr:1 ! 4\ SCALE: 1"= 1,-0" '9- SCALE: 1"= 1,-0" N.T.S. II E - LIM 0 V) ..... 0 (EU WALL BELOW :- C NOTES: \ . 0 ji 0 0 _ 0 \ 1. SEE DETAILS 3,4, 5 THIS SHEET FOR PENETRATIONS AND ROOFTOP CURBS. , , ; / Lg. 0 . - 2. SEE SMACNA MANUAL FOR ADDITIONAL SHEET METAL I _______ 0- • I . , , . DETAILS. r---- „ , * - 0 3 3 0 , g20 CL 4 - CIREN TO DECc.ABOVE-TY HCAL U,N.O. ; FAINTED (SEE 149\11SH SCHEU:ULE) o , A4.1 , ., r-i i‘ 1 0 0 --.>• . 0 V) 1 ‘,.) i7.'t 1 3 , ,\ 1 i \I • r 0 1 \I ..• Cli) a) C\18 ' a 3 -E1 ,. . . J ".,1 il I 3 A4.1 ' 1 , (N1 GUTTER . (N) DOWNSPOUT PROJECT NO. , (N) COLUMNS BELOW - , NEW COVERED AREA ' 19-123.1 , (N) GUTTER ' 3L0rE - 4 \ -'''' '''' , \ , EXPOSED TO DECK ----- \ r.; * : ' DRAWN BY : \ ' 1 A4.1 -1 4`)si." , 0 r,,'.; , TC,TEE \ I' (N) ROOF ACCESS , .... . I ' .-, \ 9 1 I LADDER WITH CROSS- C.' ..,.--, \ , , = CHECKED BY : OVER PLATFORM ..,-.„.. N _ 3 '4 ii TFF JB DATE : uj ilr' N i i \ , , F----- I 1 (r \'') k , ,'' - - (E) DOWNSPOUT ----7 11.11.2019 Ni . . - , (E) SINGLE PLYWOOF 1 N_ - _ i 1 i , ,) .., :,1 ,4 El - '*\\\_, .. , REVISION , . METAL ROOF , -- - ( r) ,- ..,1„.4 1,'„'"'-', - ' - (E) PARAPET , C .3 11, 8 ,-.. ,„4.0 . o . 0 . r=r - - =Eli / _____/./ .. • , 0 0 cc- • 4 I II II "I' ,... 11--- -7-7- --7-2 I :, LLi (E) ROOF TO UNIT - :-- , , 6 i 0F( ---- ---------E• '''' ' OPEN 0 DECK ABC- E-TYPICAL J.N.O. REMOVE EXISTING NEW GYP BD CEILING-PAINTED HVAC EQUIPMENT , , - ,4 8 i i, 8 . • PAINTED (SEE FINISH CHEUDULE) • . PLATFORM/SEAL EXISTING NEW HVAC ROOFTOP 8 3 / OPENINGS (RETAIN CURBS) UNIT SEE STRUCTURAL AND / I ri-r- " 1 MECHANICAL 1 1 L I, ,..... .._•_- =-._ _....., ,-. . or...m.k.:000mov: -,-, 3 3 i (3 r.i, $ . . . ,‘ ,, i . .3 ., ADJACENT , , ELI , '' ' •:.. BUILDING I _1(.3 ..- . . I ; ' '''-•---- ;.--,:". ''''''.."-'7,'---?.-•,,-:,, ti N.I.C. , . - .• i N :,./ 3 .. ..,. ,,, ,,,e- 4. . .. 1 ' '31 4 3 3 ..--- /,. 3 1-, (E) ROOF DECK 1 I .3 ' ; ; . f---- REMOVE EXISEING r-,-- • t--...1-- ' - i C 4, ..,' 0 t ‘3 . ...0 CROSS OVER LADDER '' ,,. 1 • •-7,.. 0 1 5 I (N) ROOF ACCESS LADDERS WITH CROSS- ,.• , , ARCHITECTURE & PLANNING ' ,, • A4.1 OVER PLATFORM : ' , , , .. . BENNER 3 - b . ) - 3 i . (E) PARAPET STANGE ALL NEW LIG TING WITHIN rHE DEMISEC' SPACE i 2 ASSOCIATES (E) PARAPET : EE ELECTRI _ L a it I j i ARCHITECTS , INC. t_ J 0 A4.1 ,* 4 . ... :., , . A 4, . ,C, 1 3 F'- ' THE WATERMAN BUILDING 80 SE MADISON STREET SUITE 430 I I . - . - .. PORTLAND, OR 97214 1 ' I I ' 1 1 503-670-0234 , 1 I I FAX 503-670-0235 ! I : ii , 4qe I 1 . , 11 n ' n n H bsa@bsaarch.com k 1 _ i 1 I i I 1 0 I L___J 1 1 - ----ir--+- -, 1 1 ] II CEILING AND ROOF I I EXISTING. (E) AWNING (--- - (N) TRAN',LUCE T ROOF Om I I PLANS 7 PANEHS , ; ..: A4.1 I / , Lz. EXISTING CANOPY-TO BE REMOVED MP I -- I - ---1--- IN PHASE II (SEPARATE PERMIT DOCUMENTS) .. ;0 1 A. H LIGHTING MODIFICATIONS TO BE UNDER PHASE II . 1 , ---- - PACKAGE , ,.'"' ' (N) SCUPPER AND DOWNSPOUT '-''' ----, ..._ r.t, 1.1) 1H .. . . . .. . . . EXISTING ENCLOSED AREA WITH \:\\----- ----- (N) DOWNSPOUT NEW TRANSLUSCENT COVER (EXPOSED) (N) CONCEALED GUTTER AND NEW FRAMING. ALL LIGHTING NEW --_--._--4 rA BUILT-UP SIGNAGE FACADE OVER EXISTING SIGNAGE FACADE (SEE DETAILS) - • = ,,,,, 41111 ROOF PLAN E/1111 REFLECT D CEILING PLAN SCALE: 3/32"= 11-0" SCALE: 13i/3'2,,,,,___. 1,-0., -,1 \ - i k 1,e-N rrr i I K 1...^,r171 I EXTERIOR FINISH SCHEDULE KEYNOTES - EXTERIOR ELEVATIONS •,,,,„c-;''''''52) 4"l'e71--,-„,,, - ITEM COLOR/FINISH TAG NOTE - C., cl' 4.4c/ THOMAS F.FALLON ' r•-; REAR EXTERIOR DOORS & FRAMES PAIN TO MATCH EXISTING ADJACENT CMU, 10 Phase II Pilaster (coordinate adjacent work) EXPOSED METAL STRUCTURAL FRAMING AT REAR POWDER COATED PAINT FROM MFR.SELECTION 11 Exposed GLB's gets finished in Phase II - (r) : NO. 4787 (SUBMIT HARD COLOR BROCHURE FOR SELECTION) ,--s CD EXPOSED FLASHING KYNAR FINISH PER MFR.SELECTION (SUBMIT HARD 21 Dashed fixtures by Tenant under separate permit to provide edge fall protection 7 T .?.,PORLAND,OR c, .&C'I COLOR BROCHURE FOR SELECTION) Future signage by tenant, coordinate with electrical junction box (note awning is replaced with • 0 F METAL ROOF,ROOF, GUTTERS, DOWNSPOUTS, AND TRIM TAYLOR METAL CHARCOAL GREY SRI-25 . 22 build-out in Phase II) COMPONENTS 30 Line of grade beyond METAL WALL PANELS TAYLOR METAL STERLING GREY SRI-44 V) NEW STOREFRONT, SLIDING DOORS, & GLAZING MATCH EXISTING (DARK ANODIZED), MATCH 50 New chain link fence e (1) EXISTING GLAZING REFLECTANCE 51 New chain link cantilever slide gate BRICK MATCH EXISTING BRICK, PROVIDE SAMPLES 52 New chain link rolling gate 4--- EIFS TBD 53 New chain link gate t..., Li= STEEL MEETAL FENCING AND GATES AND POWDER COAT BLACK HARDWARE 54 New metal gate a c 0 CHAIN LINK FENCE COMPONENTS STANDARD GALV.MFR. FINISH 60 New bearing wall opening beyond New concrete ramp, w/ handrails beyond E CD a 104 3.9-2 a New concrete ramp with curbs and heavy duty rail each side. Terminate curbs for sliding gate ......... 0 1......, 105 clearance and terminate at trash enclosure (that side only) IMIffigalid Lam .-0 0..... 106 New concrete stair w/ handrails and guard 1....., 107 New concrete slab, raised with turn-down edge, see sections and enlarged plan0 0 C5 05 -I- 201 New low brick wall to match existing w/ metal fencing to underside of soffit 0.0C 3 1-= c - "-- . , 202 New metal fencing over existing low brick wall to underside of structure above V) 04" c:C11 0 0 203 New storefront glazing over existing low brick wall to underside of structure above 204 Existing brick column/pilaster a) 0 -3- E ( 509 ) 301 Existing furring beyond . ifs..., 0 v) , -I--- . , -. ' , " ' ' ' " ,-•, ' ' . ' ", , -.' , ' , ., - , ' ; .1, 1,-'.,i,. ' 1.,„„i-,--1„ ' i '' t 1i 1i ' i ' ', ' i_I,,i,,l..,,.,.', 3 Hi ''' ilI i ; ' ' IE -f ' ri i ' I 3- i H i ' .-7-_ ___- 304 Existing CMU wall c 0 , 1c11HVo) 305 Existing brick ll wa - . . ..... ------- . .. ........ . ..',,,..,'...1..-:;..i...',..r.r•L.r.'„:-.1...:....7", .1.11-:...E:...............II::T.1_11..1,.......:...:2_1.2,...I......,...12...i..:...:...',...L..11...L.L..,' .i.: i L1-17:1 LI L:1-' I LT'T,'I 1 '. I i : ' i 1 : ' ' i ' 1 r''' I ' r:i ii:a.t..f.'1. E ' E Y 1 ' E ' ..T• E Y irri r 7 Y 1 LT ' i ' r ' 1 il 1 ' `, ' '1 i'l i ' E ' E ' 1--I 1 ' i ' : ' E LT"::1' h i r ' rr 1.-F" ' i r I r ' i r 1 T ' r i T':-:' ' - • r ' ' ---;----,' -;-i1--L-r. '----‘- - , 11 : 1 ,,,TIT,L, , Ii . , , , i } : 1 , 5 , ., L , ,, ,,,,,, ..,,,,, . , , ,,,..„.! ,,,,L,T_Lri , , , , , , , , , t , , „..raT, , I , , , i , i , , , , , :7: - _ \. /2. _. .,, 4 • , - .11 -ow- - - . \\I 7 , i '', [ ly', : i 1 , ; , 1 , l ' i .1 :74,_1 , 70 , 1-11, i , TIF , iH-, T ` i i ', i , 1-1 '\''...-7-7 : 1 T-T " i ' l i,,,,I, i„ , ' 320 New structural column a-t new wall opening Nil i C , 1 T 1 i -7 ;. ' i 1,..3 i r.1 ' i 1 i L.r Li • , , 1.../ .H : 1 : .r.i , -,, i 14.!,_ iT...t...r..1.1........, , 1 : ri , i i i . H 1..1 .. , H L.T...t , : 1_1 11 , r...t.i .I. . . . . , ! , i .r..1 c , T 1 ,..i. i.I.,,,, i , ,1, 1 ; ....-N ..' - ; '„ - 321 New metal framing for rear receiving area ....... 0 F262111 •••••• .g. £ r I 1 1 £ i 1 : ' , ,.., £. , ' 1... 1 ...i. 1 1 ri [ £,, i i 1*-1 1---1 i i *1 i :::;£:t£'N'.i....!.-...L.:...£...t.... ....*....£1::1_, -12.,.:.£.:.:£1:-.....1....,.£. 1, rs ...I £ 1" T 1 11' i I ' ; ' i".- i 7 ''7 , = ' i 1 ' ; : 1' : 330 Existing canopy/awning 0 .._,.....; ,T,... __1....., ,,,,,,_,Ly.i..._,1„,. i . , : • ' , , i , . .1..',,,,i,...,.I. I TIT-H-1-17-11 '''' ' ' -----,- -- ----------" -,z: L T 1 1 1 111. i -- : 498- • : . i 7-0$f ' ' ) ' : ' 1 ,.,,, . 1 , , 1 i , - ,1 . 1 „,,,,_ t ,. ,,i „ .,,i ... ......L... - I'..,N,',•,- ,...,..N.i.,,i1 ,i, , 1 , 1 , I , , i i ''‘.,..4,1;• - . 340 New roof access ladder with secure access door, see 2/A3.1 _...,....-.I.....1.:-I.....1:-.:21- i.....- I 1-77.7.1..7,[7.7,...1.-.:'... i .1 - '-71" ':•41-t''' . 1 1 1:49 ..11.0,Pik,,,-:' i T-i . 1 .1..- t 'TT itT"-1- [1.--IT'D. ' 1 ' ' E i :"."1-;,..-•-:-. :1 ''E.--)E:':','---.'' '--'E',,::'-E ---:, '' -.:-.2-:-7"-, -7' --. .E.:,.: I =0 ca_. 1 1- i i -7'.. • .S-11;1.,.. i i '.. .-1- -1,---' L' i 3,21, - ' --01414 : ,44., "Atisku. :: . 60 ( 320) i i 401 Existing storefront glazing L.,., , [ ,,,LLI ..1 --i, • ;-.• .1 rS, ....-3MOrrr £ , I 4,0$01-*A4 , , ___ ,„,,„. , , ,,„ ., .:,-. i 1 i 1 'a k -ri."-'11- 5 £ 1 £r".1.-£:".i£ :'£'7--...£.y£.-: I k 1 • il : .1:" -.'...s:-T a (../) eltibt-kkev.,, ,' 1314.4 . 3 ,, \PA‘,;WI _..: ... . 402 New storefront glazing . . ,.. t4NA-0,1* ,,,, -f i 'I" ! • 0. ---T-_-_=, . . . .. L. ;.4eAtioa,i31 ''-' iMt; . ' li' A , , T 1 --r i 'h 0 0) , , 4 i , ,.---_-_,-- 403 New automatic sliding entrance door I_ -.-. ,.. . . . . . . . .............. NW 7,10' \ , ,,,.... , 1 1, :- 1 . ,----, .- L CLARITY J.:-„:-.:,':-'..r,,-...:...;..-'. ---- ( 301 ) 54 510 New metal roof ' PROJECT NO. 7 . „.„ , . •.• .„ 08 (: 50 CD (306) OD 104 SS ( 301 ) \ ID 202 511 New metal roof trim . . 19-123.1 512 Metal wall panels DRAWN 513 New metal flashing/coping ' TC:TBY FF EAST ELEVATION / BUILDING SECTION 601 New EIFS CHECKED BY : SCALE: 3/32"= 1`-0" 708 New gutter and/or downspout, PVC sleeve at slab penetration TFF, JB C C709 Built-in gutter closure DATE 6"X 1"CORRUGATED VARIES i , . ' 11.11.2019 /STEEL TREAD GRATING REVISION : / i .//////, ,.. - b .--' 7/16"0 HOLE THRU-TYP - 708 / (510 FOR 3/8"0 HARDWARE "-- C 5-- ' L,',J...,.....1X' 1: ' T F:' % -.7....--,...-r...1 , iiii i_It. i i 3 : 3 ii,./3 __, 3, "[ j___Irl i! 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' . ,..--, 1,-- 7"MIN AAA ' Ce . , , PORTLAND, OR 97214 ,-- A– — –1 ( 601) 0 SPACING s,,, / 1.- i LU I '''li 503-670-0234 c.-- , / ez i 0 0 / FAX 503-670-0235 fX d - , ..... El- = I I , . bsa@bsaarch.com z )7 ' i 1 _s..... .........J _—.1 I , i___ ,,,.,,, I . H _ . . 1 . . . . . . , , :. ,..._, < .e'4 M if 7trit 0 P. I 12'-8" EXTERIOR 0 04 1 ELEVATIONS < u, 0 , , I I W LLI WV) T-- EXISTING AND DETAILS LU 0 0110 r TYP _ //7/ —17 0 E 1 iiiiisJ 1 [ , , , prim, um ./., .'. -... „.............. ,..,...„....... i „..,„' ,...,44:4mstipme....4:3,4.00:34.4.w..mum 0 0- (..-) < NONSPENIi II . II I. 1 •: < .riv*Vi43,0,4*Mag. = , II 45.1§0MaiN II I.. x .xo,r,..v.•ts.,emi.;4:4., ...^.'''''' _ ifir 14, ,2:6234*.ki,,,,,A4t444 1 1040POIMONORAMMOM .10100."PNAVP..1*,,,,t`Ni Kg4M.4.4440,W,,, 2ni:ANWItigag .. , MATCH EXISTING U.1 Le) idsti 1 3/4" DIA. ROUND TUBING ____„.."0--0 1 0,00,0,m0,..... ,p,010.40.00.4,,,,som4,01:**0.4 Imitlenhoomi . '-. ' . ,,,,,---- ,,,,-,-,;:,,r.,-,,Ez.' . . " • . . ' . . , ., 4....m.,.,..%...,..,t4m,,,,, tafilt4emic.V.V.V.:06,0m10:0447 -.!' ,. . 1,•••]-.';•7-: . '', ./.--i 1 i t 3.-,-,,',E-: . ..1;•/:•:,:•"E"••'-, ; 3.-:',/ L——--j: IM :-", ••:''''''' EXISTING w FIN.FLOOR(EXISTING) .......w..3,R.4. 40 ... _ _ ..._._ ...... . Fe ii STEEL STRINGER 4038 Ey 0 N D > 40 403 203 201 / FOREGROUND 1/4" WALL BRACKET-TYP 401 - — FRONT ELEVATION SIDE ELEVATION A3 . Al DETAIL , ROOFTOP LADDER NORTH / FRONT ELEVATION SCALE: N.T.S. SCALE: 3/32 = 1'-0" f:\2019 bsa projects\19-123 tigara towne square\19-123.1 ace hardware tigat d towne sq\04 construction aocurnents\19123.1 a3.1 exterior elevations.dwg I 11/18/2019 4:05:44 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER S-ANGE ASSOCIATES ARCHITECTS,INC. I A4.18 METAL COPING WITH CLEAT -, POLYCARBONATE ROOF PANELS CUSTOM GUTTER W/ DOWNSPOUTS — RIPPED P.T. PURLIN in P.T. BLOCKING -9S,D cc.' Ak TRANSLUSCENT ROOF TRANSLUSCENT ROOF 1 ROOF MFR. CLOSURE PANELS,SLOPED 1/4:12 MIN — PANELS,SLOPED 5/8:12 MIR,'''''Im ' '`'IN'' M SELF-ADHERING MEMBRANE, WRAP FROM EDGE OF PURLIN, FLASHING g C., ,c, --, THOMAS F.FALLON (Th TO TURN DOWN @ EDGE COPING PLYWD P.T. PURLINS RIPPED P.T. PURLINS RIPPED 1, ._,..•.,•,„.,41_m_kr4. 4i,1 ':;• NEW 2X12'S `r./..1, ..)., ,4 SHEET METAL GUTTER LINER TO SLOPE CEMENTITIOUS TRIM TO SLOPE ilti ' - _i 3/4"P.T. PLYWD ' ' 410.141 NEW EIFS SYSTEM A 0 SET END BEAM LOWER -1- TO COMPENSATE I 11: -11:74 ::::4"11 4111 ! NSHEWEATPI-ElYW°°D e, /it-47 i -#4 ING-ALL SIDES - . '7: - 47 4, -,-, 0 F 1 m EIFS SYSTEM ‘ 1,,, „, ,, . 100- - REPLACE ALL EXISTING ± .....- . .. .. .,4, !iiii :1 /NEW GLB's -- IN I• \ , •,..•,„ 7,,,I, / / / j 1 t I , r, , z z z \ 1, •>, \\\\ t_. .) f' :Iiinime PLYWOOD SHEATHING-ALL SIDES / . --- . -.• SIGNAGE BY TENANT / IPI A 0,_ ''----„, 111 = =1 = 41 NEW 2X4 FRAMING 0 I tn I A, ki) 1•1111111 /111 > v N , i , 1 ..... 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FULL-HEIGHTI SLIDE GATE WRB 0 >•• ALIGN BOTTOM OF RAMP 24"OR mi,. _ 404 STANDARD MFR. 0 0 MORE FROM EDGE OF NEW TRASH 8 6"CONCRETE SLAB AND RAKE TRIM - SHEATHING ENCLOSURE-DETERMINE EXISTING . 44 8 'lb,' FOUNDATION (SEE STRUCTURAL) p ill r ELEVATION AND SLOPE 12%- 14%TO > 2'-0" 41‘ -4014 _.4 VARIES 7 7 , 0) *".> , MEET EDGE OF NEW UPPER SLAB. ., • AI • tA,4%, APPROXIMATE LINE OF EXISTING - 4444 T.Q. DECK ti;•":-.:"...-41.L......__A-it.,.._ -,1-' .'" -4 1 6 0 Ti C CONSULT WITH ARCHITECT IF SLOPE # t* / ASPHALT/GRADE TO BE REMOVED 1 , , WILL BE OUTSIDE OF THE RANGE IN ..440 L. -- EITHER DIRECTION 44 • 0 Emma' ".4----- ft, 2. .. ROOF FRAMING - CONCRETE RAMP AND FOOTING (SEE-TRUCTORAL) ,,. ,, ._ ..410410, 11Z,I. , 0 Ik - As• - .''' . a . ' . 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V r EXISTING SINGLE-PLY ROOFING 7k „-m Ai.3 1.. .-4,;4 Ari;ktei'V'''*: I Atilartiiilla*73 Ill 1 I IT-7 I H-71-1 1 1-- I I- I -• I I—-I 1:"------ I :^^<'\'K ' ' * /\:::1 1 H I 1- METAL WALL TRIM EXISTING PLYWOOD DECK . --- I_ I I -=I I I—I IL--- I I --* - '27 ,,, I* _17,1_1 1 _I-Fr—,1111—±-7i AND ROOF FRAMING -. a Do rlo -- EXISTING PLYWOOD DECK PROJECT NO, I Ij=1 II= 11 1 I 177111E-T._ I , ...; -„, . \\\_\:1IF: -El I_1 1 HH 1 I 11 I 1 1-1 I I— 1 1-1/11 • . 4'''i 11-7:5-': 1 BOX BEAM W/2-600S162-54 AND ROOF FRAMING I I—I 11-1111-1-----I I 111-Ii/1\ 1=111-=,1 I HI I I"---1 ' H SEE ELEVATION 'I, 2-400S162-54 19-123.1 III III III, I 1-111-111- .'' ' ' .. 1=,111= IF- - - B.O.WALL 0 EXISTING BATT INSULATION 1 — ' ----, - I T-7111±71117-,-TI I 1, 11 I111:77-1-- 11111T 1 I 1=1 I 1=11 i=1 I r------i 1 HI I t_.-=-_--mi -m-L-LT-i---. DRAWN BY SECTION THROUGH DOCK RAMP 0 REAR CANOPY RAKE VARIES 0 r. 0 VARIES CHECKED BY : 0 SCALE: 1/2"= 1 -0" 4 \illik • TTCFF,,T JB- ' - -- I SCALE: 1 1/2"= 1 -0" T.O. EXISTING DECK T.O. EXISTING DECK DATE : 1.4) 4 i, 11.11.2019 TAYLOR METAL GUTTER 12 (ROOF MFR.) M: 1 -------- --- SAWCUT ,,,, MIW EXISTING BATT INSULATION * REVISION 1 (MIN) I ROOF ---„,„,,,,,,.......; 4' HEAD DETAIL 1 I METAL ROOF --\\ _ * g ',,q C5E71 Ea TAYLOR METAL i 12 1 (ROOF MFR.) i !lot: I, 5/8 1 HOOK EAVE i ,.,,,,. .. . .,.. gme -,... W/ ---....„.......„." g,„,, It 1 ---- *ANAL ----- NEW STRUCTURAL FRAMING , __- ' - 44104 EXISTING STRUCTURAL BRICK WALL V Eq 4te -- -------- AT NEW WALL OPENING GUTTER DETAIL l'''"'gm.= .-.....-ity .3,0 i VA NEW TRANSLUCENT ROOF PANELS -- A i 1 \---- 1 4.- 1 - - 1 411,41 7.111 PH. 1 1 itiV glir 44 . o3am e.o t.,,,..* '' STRUCTURAL BLOCKING ..- -- - •4 . ---I - 4121.111111 to. . 1 1 I 0 / 6 . , . ..,. Jr. 40, .,. fAk ,, e.... .. .. .. .... SA STRUCTURAL FRAMING pplik, \ ; ,.., 1 I , i A4.1 ortammomm.4 1, 43 .... STRUCTURAL COLUMN BEYOND NEW FURRING AND INSULATION ,4. *44 • 040 I I r 1 \--- NEW MECHANICAL 1 I 41.00 •„ .: ,..-- < 1 ENN 4 ' g ILV— A$ 1 DUCTWORK '.. . , ,,,,,,:4.,-.•,, ;,-, ,,,,,,;, *' STRUCTURAL HEADER ,„,4t itlit 4 . 41 404., ---- 1 ', i = 1 •,,: „... _ ...., , .„.. .. 5,• rit - 1 lit, EXISTING CMU WALL ------------ tO * ak 4. 4_ 1 , , ..... ,.. ,,.........,,,,, ,..,.14 ..f*, LIJ NEW DOOR IN EXPANDED 11.411 )1:4746 i I i t i NEW FURRING PER PLAN rWAL — JOISTS ikl MASONRY OPENING Iti 41*I WV GLU-LAM BEAMS, SLOPED i T10 I 1 4 1 I EXISTING PARTIAL HEIGHT FURRING BEYOND ,- _ D ,,t NEW STRUCTURAL HEADER VI''''TirA4T I _. .....4: ID w \ , 4, 4 --- 4 4,4 HO TO MATCH EXISTING 1 S 41tiv,,,rA s'.--,.o.,, .•.:,...a mmaaa i ..., CHAIN-LINK FENCE ' t„hir 4 ARCHITECTURE & PLANNING 7(Tc' COORDINATE WITH PHASE II NOTES: :) , I : ki 1 FACADE REMODEL 1. SEE STRUCTURAL FOR CONCRETE cz REBAR, INCLUDING TIE-IN TO '6? BENNER 1., 1, 0 47 NEW STOREFRONT EXISTING SLAB, '',1- STANGE d ASSOCIATES NKOTES: ±9'-0'-VERIFY TO ACHIEVE 5%MAX ARCHITECTS , INC. . I *1: A5. SI 1. CONCULT W/ARCHITECT IF INTERIOR/EXTERIOR SLABS ARE d- I e• 1 1 MORE THAN 1/4"DIFFERENCE IN 1'-6"MAX THE WATERMAN BUILDING -04 , • ELEVATION. 80 SE MADISON STREET DOWNSPOUT-TIE INTO EXISTING STORM LINE INFILL WI CONCRETE, i REMOVE PORTION EXISTING SUITE 430 DOWEL INTO INTERIOR AND EXISTING GARDEN LOW-WALL L 6"x 8"EDGE PROTECTION EMBED EXTERIOR SLABS 1 BEARING CMU WALL PORTLAI\ID, OR 97214 NEW AUTOMATIC ENTRANCE - .. .---- EDGE OF RAMP 503-670-0234 6"CONCRETE SLAB AND FOUNDATION (SEE STRUCTURAL) EXISTING FLOOR SLAB 1" DOOR - 7 A - SEE PLAN FOR --\ \ EXTENTS OF RAILING FAX 503-670-0235 ASPHALT PAVING WHERE EXISTING EXISTING FLOOR SLAB ...0.---- --------------- AT UPPER LEVEL bsa@bsaarch.com IS DISTURBED/REMOVED FOR APPROXIMATE LINE OF EXISTING ASPHALT/GRADE TO BE REMOVED EXISTING MASONRY FOUNDATION CUT FOR INFILL W/ CONCRETE, Ar, .1/4 (, I. ._ WALL AND CONSTRUCTION NEW SLAB TRANSITION 1 All DOWEL INTO INTERIOR AND HANDRAIL-FLOOR MOUNTED SLOPE M .41 EXTERIOR SLABS STAINLESS STEEL CANOPY , EXISTING ASPHALT PAVING -- 1%MIN I 1 EXISTING MASONRY EDGE PROTECTION -4"SPHERE SECTIONS - _ 1 0 FOUNDATION CUT FOR SHALL NOT PASS -AT RAMP AND '- AND DETAILS , LL: . .. .•-'•,-•• ,•,.•,`A, • ''A'' • li • t ...t elk Al.dig.KW'-4.ei......".,..o..-.. -*.....----.-.., ,-4, 40.4,iiri-; -.V-16 'lie-1'4,ii 'ii -4 -`"."---4-- .". - IT NEW SLAB TRANSITION RETURNS ABOVE AT UPPER LEVEL ' Vie:74S-trAtataa-taer-1-ege.'10.4/AiI4:42,z040-1.,z.e'z.--t...1-:..2.t.44..4%*.;-'":WitAZA.YetA441,:t4,44b.-c-412-A4+142,241141.142411-41$1,4V42.it ' I —1 I'---- I st ------_____ -• _..A. /4 /, /, --z-1 1 ,--I : - - . . I • *. ' ' . 0'-5" (FIELD VERIFY) , • .- . I - - • , . . - . - ' ' 1 2 -' •,,-\\\/.\\/-\\,‘ 4\4\c/\\/\\:\y/:\\\/(\\(A-41-111--7------1 I I---=-1 1=11 -7----I I I--F-1 , E- I : A. I I I- . . -.il—iii------1 II-7-71 Atki..-7.41Atfaitl:1; ' . ' •X\"\7/\,,\7 //\_/> ,/';' -'\11 1)17-111 II—II —III—, II I—III '''' I.' -4' ,' . III= . \ --1 - 0'-0" -1 -1 t 1E111 I IEI I I—I I I- \/ ,./.‘ _____\ _ . 4 FIN. FLOOR In -III 11\.\\27 . .. ., - .-, - \.\\:,----7111 -1_11 -=---'----111-11- 1 111_11 ,L, ,, , , , , , ) tri—_111-_-_1-_-11 •1 ' • , ,—, i , li I 4 EXISTING PLAZA SLAB • ' , 4 . - 4 . NEW CONCRETE RAMP -44116810 EXISTING CONCRETE SLAB III I I 111E111:-- \//\ ° - ..c...- ... 4-= 11--_-_-71..--7111_--------1 "—' ' '- ' ' 71 iii---111_11 :7_115,;\,\_\, -111::- ---1 ' , EXISTING CONCRETE SLAB —111-111-111—II , -111_1 14:::-• 1-----111±111thi 11' ' '11 CI II 1 _I I I— 4 4 - REMOVE PORTION EXISTING " .. '. - ,,, . EXISTING FOUNDATION AND FOOTING A4 1 „ (CUT EXISTING FOUNDATION WALL .. FLOOR SLABS AT NEW RAMP AS REQUIRED FOR NEW RAMP ------------ (NOT SHOWN) 0 , SECTION THROUGH REAR CANOPY SECTION THROUGH GARDEN CENTER SECTION THROUGH RANAP SCALE: 1/2"= 1'-0" SCALE: 1/2"= 1'-0" SCALE: 1/2"= 1 -0" f:\2019 bsa projects\19-123 tigard towne square\19-123.1 ace hardware tigard towne xi\04 construction documents\19123.1 a4.1 sections.dwg 1 1 /18/2019 4:17:3017M ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER STANGE ASSOCIATES ARCHITECTS,INC. f ' ii/1 1 ,-/ -. . ' r k N I SEALANT F.__ SEALANT BOTH SIDE ` \ BOTH SIDE INTERIOR f , (E) MASONRY " • THOMAS F.FALCON y() I IIZ� DOORFRAMEREMARKS WALL I I `�� ilk;` ° --,-- '` > WIDTH HEIGHT THK. I j I HARDWARE 1:i. 9T< LOCATION GROUP RATING MATERIAL GLASS FINISH MATERIAL FINISH � : NO. 4787 �� i, Ex EXISTING DOORp PORTLAND,OR I' <, , ", )1. EXISTING EXISTING DOOR N.I.C. SEE NOTE 2. ,-�- 1 1.'I' 44, _ ��. �,c I 1 BI PART SLIDE STOREFRONT 12'O ( 7 8 01 NONE ALUM. 1"IN/TEMP CLEAR ALUM. CLEAR STANLEY DURAGLIDE 2000 EMERGENCY BREAKOUT 0 F BACKER ROD WITH 1 1/2 (N)FURRING & '/ a ,� �, SEALANT , INSULATION I EXTERIOR I `e (N)STEEL - 2 SINGLE SLIDE STOREFRONT 7"-0" 7'-8" --- Ola NONE ALUM. r'IN/TEMP CLEAR ALUM. CLEAR STANLEY DURAGLIDE 2000 - SEALANT (N)STEEL COLUMN 3 MANAGERS OFFICE DOOR 3'-0" 7'-0" 1 3/4 05 NONE WOOD NONE BIRCH METAL PAINT -- TRANSOM COLUMN (E)MASONRY VV (N)BRAKE 4 STORAGE 3' 0" 7' 0" 1 3/4 06 NONE I WOOD NONE BIRCH METAL PAINT (OMIT AT SIM.) (N)BRAKEii; WALL STANDLEY DURA-GLIDE METAL ' I METAL v \ 2000 SLIDING DOORI / N / 5 RISER ROOM 3'-0"" 7'-0" 1 3/4 07 NONE WOOD NONE BIRCH METAL PAINT > ,..... ( INTERIOR I 6 SGL. EXIT DOOR 3'-0" 7'-0" ( 1 3/4 02 NONE HM NONE PAINT HM PAINT -- 4,,,,, 0 DIRECTIONAL 22,,'" f" I I ( �" SVC. DOOR 3'-0" 7'-0" 1 3/4 03 NONE HM NONE PAINT HM PAINT SLAB TRANSITION FLUSH - NO THRESHOLD y,o,�, MOTION SENSOR w EXTERIOR 7 DEL. • I :- 8 BREAK ROOM 3'-O" 7'-0" 1 3/4 06 NONE I WOOD NONE BIRCH METAL PAINT • .. . • �} , ...,„.._ y I I l 9 RESTROOM DOOR 3'-0" 7'-O'" I 1 3/4 04 NONE WOOD NONE BIRCH METAL PAIN -- a T r . _ \ . . %.„.. 10 RESTROOM DOOR 3'-0" 7'-0" I 1 3/4 04 NONE WOOD NONE BIRCH METAL PAINT //Ph" .r I ACCESS COVER I'1 t ,, _ -... E P_ o �� 1. Ir_ 1 1 EXIST EXIT DOOR 3'-0"" 7'-0" -- 08 NONE EXIST NONE PAINT EXIST PAINT VERIFY EXISTING PANIC I �- EXTERIOR ' . I; Xl FRONT PAIR GARDEN GATE b'-0°' 9' 0" 09 NONE I METAL NONE PRE FIN METAL PRE F1N iii _ _ v., _ I I X2 DELIVERY GATE 3'-0" 7' 0" 10 NONE I METAL NONE PRE FIN METAL PRE FIN �" 4_ SEALANT SINGLE SLIDE RIGHT SEALANT 0 0 ° T PLAN VIEW BOTH SIDE BOTH SIDE (E)MASONRY X3 SLIDING GATE 8'-0" 12' 0"' 1 1 -- SLIDING GATE SEE DETAILS SLIDI��** DOORS WALL . NG I X4 SLIDING GATE 6'-0" 12'-0" 11 SLIDING GATE-SEE DETAILS E-' SCALE: 3"= 1.-0" X5 TRASH ENCLOSURE DEL GATE 14' 0" I 6'-0" 12 SEE DETAILS ''� 0' (.4 Om o -11 PACKAGE WIDTH (BI PARTING) �® O O3 E SEE PLAN „, ,, j ' „ ,„ 1 0 v),,,,,______ 1 _ Ii,91 L.,,,. (J . , , 0 r® >'''' -1-(;) SLIDING II ; II II DOOR SCHEDULE REMARKS: HARDWARE NOTES: Maim 0 DOOR SYSTEM ` ` EMERGENCY BREAKOUT 1)\ ) II ' 1 I a; SLIDING DOOR ONLY I STANGUARD 1. PROVIDE A READILY VISIBLE DURABLE SIGN ON OR 1. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING Ii1 ;; / - \ THRESHOLD ADJACENT TO THE DOOR STATING"THIS DOOR TO REMAIN DEVICES ON DOOR, CABINETS, PLUMBING FIXTURES AND 1 // 10 ! 1 f/ \\ I SENSOR UNLOCKED WHEN BUILDING IS OCCUPIED".THE SIGN SHALL STORAGE FACILITIES SHALL HAVE LEVER OR OTHER SHAPE eo. 0 Z; EXTERIOR I INTERIOR DIRECTIONAL BE IN LETTER NOT LESS THAN 1 INCH HIGH AND A PERMITTING OPERATION BY WRIST OR ARM PRESSURE AND O i ,t �,,,, I I e ( CONTRASTING BACKGROUND.WHEN UNLOCKED,THE NOT REQUIRING GRASPING, PINCHING OR TWISTING TOINIMINIPM II •••• L .-m MOTION SENSOR SINGLE DOOR OR BOTH LEAVES OF A PAIR OF DOORS MUST OPERATE. THE FORCE REQUIRED TO ACTIVATE SUCH 0 :�" O O EACH SIDE OF DOOR BE FREE TO SWING WITHOUT ANY OPERATION OF ANY EQUIPMENT,OTHER THAN EXTERIOR DOORS,SHALL BE NO 0 LATCHING DEVICE. GREATER THAN FIVE POUNDS FORCE. NOTE: SEE STRUCTURAL FOR I .. STANGUARD PACKAGE WIDTH (SINGLE SLIDE) 2. AT EXISTING DOORS AND EXISTING STOREFRONT 2. ALL NON FERROUS HINGES TO BE STAINLESS STEEL. 1 "0ii (1.2). ADJACENT STRONG-BACK tTHRESHOLD- AND FRAMING INFORMATION SEE PLAN ENTRANCES: NO SCOPE THIS PERMIT. IF EGRESS UPGRAES 3. ALL DOOR HARDWARE ITEMS TO BE SPECIFIED BY THE DOOR I . " SENSOR OR OTHER MODIFICATIONS ARE REQUIRED THEY SHALL BE HARDWARE SUPPLIER AND APPROVED BY THE BUILDING 1 I;I.. COMPLETED DURING THE TENANT IMPROVEMENT FOR THESE OWNER/ARCHITECT. ALL DOOR HARDWARE SHALL MEET 0 0 C/7 Ei T, SPACES (THESE DOORS ARE IN A SHELL SPACE). REQUIREMENTS PER STATE AND LOCAL BUILDING CODES. II ,,,....... _ U 0) 0 SEE REFERENCE [ _I DIRECTIONAL \J., \I I DOOR SCHEDULE GENERAL NOTES: 1 i '� SILL DETAIL O F MOTION SENSOR EMERGENCY BREAKOUT 1. ALUMINUM STOREFRONT ASSEMBLIES TO BE MFR STANDARD ri (E) FLOOR SLAB EACH SIDE OF DOOR \ I\ SLIDING DOOR ONLY CLEAR ANODIZED COLOR 4 _ I 2. ALL ALUMINUM DOOR ASSEMBLIES TO BE MFR CLASS II PROJECT NO. 4 1I �� \ I \, I FINISH. 19-123.1 ` DRAWN BY : �... _ J -,_ _ ___i DOOR HARDWARE GROUPS AT DOOR PLAN VIEW TC,TFF el SLIDING DOOR SLIDING DOOR GROUPO1, Ola,Olb GROUP05 GROUP09 CHECKED BY : 0 ALL HARDWARE BY DOOR MANUFACTURER. 3 EA IVES 5BB1 4.5 X 4.5 652 2 EA IVES CONT. HINGE 224XY 628 SCALE: 3"= 1'-O" SCALE: 3/8"= 1'-0" 01 TO BE KEYED WITH LOCK POSITION INDICATORS AND 1 EA SCHLAGE STOREROOM LOCKSET ND8OTD SPA 626 2 EA VON DUPRIN PANIC LD-9827-EO-LBR 626 TFF, JB RECESSED PANIC HARDWARE, ARMORED STRIKE,SEALS 1 EA FSIC CORE 23-030 626 1 EA SCHLAGE RIM CYLINDER 20-057 ICX 626 DATE : Ola NO KEY,SEALS,ARMORED STRIKE. 1 EA IVES KICK PLATE 8400 10"X 2"LDW B-CS 630 1 EA SCHLAGE FSIC CORE 23-030 626 (STOREROOM SIDE) 2 EA LCN SURFACE CLOSER 4040XP SHCUSH 689 11.11.2019 GROUP 02 1 EA IVES WALL STOP WS406/4O7CCV 630 2 EA SCHLAGE DOOR CONTACT 679-05HM BLK REVISION 3 EA IVES 5BB1 HW 4.5 X 4.5 NRP 1 EA DETEX EXIT ALARM EAX-500W 1II/I ' 1 €rI 1 EA ELEC PANIC VON DUPRIN LD-RX-98-EO-ALK 9-VOLT GROUP 06 EXIT ALARM MOUNT ON WALL, ACTIVATED BY DOOR ?I III BATTERY WITH HARDWIRED OPTION 3 EA IVES 5BB1 4.5 X 4.5 652 SWITCHES-VERIFY WITH GATE MFG. FOR HARDWARE • I III 1 EA SCHLAGE MORTISE CYLINDER 20-061 ICX 626 1 EA SCHLAGE STOREROOM LOCKSET ND8OTD SPA 626 STANDLEY 31 I iSTANDLEY 1 EA SCHLAGE FSIC CORE 23-030 626 1 EA FSIC CORE 23-030 626 GROUP 10 DURA GLIDE 2000 1 I I _ [ DURA-GLIDE 2000 1 EA SURFACE CLOSER 4040XP SCUSH 689 1 EA LCN SURFACE CLOSER 4040 XP REG OR PA AS REQ 1 EA IVES CONT. HINGE 224XY 628 i SLIDING DOOR SYSTEM " SLIDING DOOR SYSTEM 1 EA ZERO RAIN DRIP 11A 689 1 EA SCHLAGE STOREROOM LOCK ND8OTD SPA 626 II I .i 1 EA ZERO GASKETING 488SBK PSA BK 2 EA IVES KICK PLATE 8400 10"X 2"LDW B-CS 630 1 EA SCHLAGE FSIC CORE 23-030 626 I EXTERIOR I '* ( I INTERIOR I I EXTERIOR I € �_ / _ I INTERIOR I 1 EA ZERO DOOR SWEEP 8198AA AA 1 EA IVES WALL STOP WS406/407CCV 630 1 EA LCN SURFACE CLOSER 4040XP SHCUSH 689 1 EA ZERO THRESHOLD 65A-223 I I, THRESHOLD SET I RECESSED 1 EA LATCH PROTECTOR GROUP 07 GROUP 11 I 0 i IN SEALANT i 3 EA IVES 5BB1 4.5 X 4.5 652 1 EA SCHLAGE MORTISE CYLINDER 20-061 ICX 626 O THRESHOLD GROUP 03 1 EA SCHLAGE STOREROOM LOCKSET ND8OTD SPA 626 1 EA SCHLAGE FSIC CORE 23-030 626 EXISTING g (E) FLOOR SLAB EXISTING -" (N)FLOOR SLAB 2 EA IVES CONT. HINGE 224XY 628 1 EA FSIC CORE 23-030 626 ALL OTHER HARDWARE BY DOOR MFG � jj � IN FILL NEW M.Q. J 1 EA VON DUPRIN PANIC LD-9847-EO 626 1 EA LCN SURFACE CLOSER 4040 XP REG OR PA AS REQ VERIFY CYLINDER TYPE T1 �. O'-0'" IIIO'-0" 1 EA SCHLAGE RIM CYLINDER 20-057 ICX 626 2 EA IVES KICK PLATE 8400 10"X 2"LDW B-CS 630 GROUP 12 FIN. FCR. .r -:: ■t FIN. FLR.liti CR. ..-'1� 1 EA SCHLAGE FSIC CORE 23-030 626 1 EA IVES FLOOR STOP FS13 626 (CONFIRM DOOR NOT 1 EA SCHLAGE PADLOCK L/CYL-FSIC KS43F3200 606 2 EA LCN SURFACE CLOSER 4040XP SHCUSH 689 UNDERCUT AND ADJUST AS REQUIRED) 1 EA SCHLAGE FSIC CORE 23-030 626 rTl 2 EA IVES KICK PLATE 8400 10"X2"LDW B-CS 630 GATE MFG TO PROVIDE HINGES,CANE BOLTS,AND EYES 2 EA ZERO MEETING STILE 328AA-S AA GROUP 08 FOR PADLOCK 1 EA ZERO GASKETING 488SBK PSA 1 EA ELEC PANIC VON DUPRIN LD-RX-98-EO-ALK 9-VOLT 2 EA ZERO DOOR SWEEP 8198AA AA BATTERY WITH HARDWIRED OPTION 4, 1 EA SCHLAGE MORTISE CYLINDER 20-061 ICX 626 A GROUP 04 1 EA SCHLAGE FSIC CORE 23-030 626 /i �� 3 EA IVES 5BB1 HW 4.5 X 4.5 652 ALL OTHER HARDWARE EXISTING 1 EA SCHLAGE FACULTY RR LOCKSET W/OCCUPIED INDICATOR: L9485T 17A L283-722 626 =='I'f AT MAIN ENTRY AT GARDEN CENTER 1 EA SCHLAGE FSIC CORE 23-030 626 0 SLIDING DOOR I L SLIDING DOOR SILL1 EA LCN SURFACE CLOSER 4040XP REG OR PA AS REQ ARCHITECTURE & PLANNING 68 SCALE: 3" = 1.-0" SCALE: ' IVES KICK PLATE 8400 10"X 2"LDW B-CS 630 BENNER 1 EA STOP TBD 1 EA ZERO GASKETING 488SBK PSA BK STA G E 1 EA ADA UNISEX RESTROOM SIGN ASSOCIATES ARCHITECTS , INC. A5.1 A5.1 A5.2 A5.2 NOTE: NOTE: THE WATERMAN BUILDING ,; SIM. 1. GATE AND FRAME TO 1. GATE AND FRAME TO 80 SE MADISON STREET STEEL DOOR STEEL DOOR BE POWDER COATED BE POWDER COATED AND FRAME AND FRAME BLACK TO MATCH BLACK TO MATCH SUITE 430 (PAINT EXTERIOR) (PAINT EXTERIOR) FENCE AT GARDEN FENCE AT GARDEN PORTLAND, OR 97214 CENTER, 1 CENTER. 503-670-0234 v cep rt- I ',v - ,.,..._..I z II° • } '` FAX 503-670-0235 / \ \\ I I \ bsa@bsaarch.com / \ N. \ / \ \ '/ ,/� *\0 c>\\ 6 6 8-----an \ \ / ✓ FRAME TUBE / ��--^^�� . , 1/4"STEEL PLATE A5 2 4 a _._. � _ _..__.._ 4 / .IOOR SIM. SIM. A5.2 ti, - '� - 4- A5.2 SCHEDULE A5.1 \ f A5.1 l 1 / / SiM. I (INTERIOR SIDE) \ / \ / / and / \ /\ / II ' / \ / HEAVY DUTY CHAIN iY HEAVY-DUTY CHAIN DETAILS LINK FENCE AS SCHEDULED LINK FENCING AS SCHEDULED 6 7 7 (SURROUNDING FENCING) (SURROUNDING FENCING) 1 A5.1 A5.1 A5.2 A5.2 81-PARTING SLIDE RIGHT SINGLE DOUBLE 0 DOUBLE SLIDING DOOR 0 SINGLE SLIDING DOOR 0 EXIT DOOR 4 SERVICE DOOR0 INTERIOR DOOR 6 PAIR SWING GATES 0 SWING GATE 0 DOOR TYPES SCALE: 1/4" 1'-0" d ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER S'ANG ,. f:\2019 bsa projects\19-123 Tigard tawne square\14-123.1 ace hardware Tigard Towne sq 3,04 construction documents\14123.1 a5,1 chars and stare#rant.awo 11(ldl2019 3:41:31 PM E ASSOCIATES ARCHITECTS,INC. 411111 'F. EQ EQ lif 9 c, \ %,. II t A5.1 kac,./ THOMAS F.FALLON C.; 1 , FG-A NO. 4787 cf) 1 s. 1 7 PORTLAND,OR cg 4,)', •<.). 0 5. z FG-B u 5, u) w 5- F-- u FG-B FG-B FG-B FG-B g(_. INSI FG-C FG-C FG-C 'cr 4 () 9 (I) b.. 3 5 A5.1 0 > if wow 1181=IMMIOSS, a A5.2 A5.2 UJ S. La. FG-B 1 FG-B FG-B SIM. FG-B, L..... 4 0 0 NI c 1) ,. <(:101111 INT> ........___ z LL: FG-B ,,,,„,/,,L1 A5.1 17-7-' - , 0 y2 5 0) a X LU Zas; 'au LIE flf..2....)\ 0 ..._. 1 6 C ,, . . , . _ONNIMY 1.1¢a 4CII" ao) Li SEE PLAN EXISTING EXISTING EXISTING 5.4) A5.2 (N)BRAKE METAL PER DOOR PACKAGE A5.1 ,-- (N)BRAKE MERL fillailatE91111 Lusa 1:2 Cl.... EQ / /EQ EQ EQ ;6\a‘l 33I-6" (VERIFY) (N)BRAKE METALel / 26-14 (V I.:IRIFY) SEE SCHEDULE a VIE, a C SEE FLOOR PLAN ° SEE FLOOR PLAN / ....0 A B • 0 Cy" c'''-'0 (1.) STOREFRONT ELEVATIONS 0 E SCALE: 3/8"= 1I-0" VI) j ul L., 0 - .4.... 5,.. SOUND CONTROL 0 0 Cr) INSULATION WHERE C (1) INDICATED ON PLAN I EXTERIOR 1 I INTERIOR 1 STANDARD CLEAR INSULATED GLASS UNIT: .f.3) > F -A / 5/8 GYP. BD. ----- N'''II II ,, 1 THICK UNIT W/ 1/4"CLEAR EXT.LIGHT, 1/2"AIR SPACE, 1/4"CLEAR = C (E)MASONRY WALL r i I „_...,., 7 -„, ;:l If \ . FRAMING SEE STRUCTURAL INTERIOR LIGHT. LOW EMISSIVITY COATING ON INTERIOR. [ASTM E7748,E773] 0 Emma" a= (..) \,,,,,,..---/-;'-"I\ 1fI' \, (E)STOREFRONT 5/8"GYP, BD. IG-Bi TEMPERED CLEAR INSULATED GLASS UNIT: (....;) Fr±/: _,_,H,/ „a 1"THICK UNIT W/ 1/4"CLEAR TEMPERED EXT.LIGHT, 1/2"AIR SPACE, 1/4" I Nit-, /'''' \\,I , 1 _ , ' - e SEALANT ; 0 1/2" CLEAR TEMPERED INTERIOR LIGHT. LOW EMISSIVITY COATING ON I =r3 CC)..). INTERIOR. [ASTM E774 AND E7731 0 - . SEALANT I i ',,‘,,,,,,, j "\\ t , (E)COLUMN S STEEL FRAME TEMPERED CLEAR GLASS: 40I) 0 (N)BRAKE METAL v) v) ME 1/4"CLEAR TEMPERED ---- . ,,.. CA (4) CD o 0 — 0,4 ,----- F! SEALANT . —1 < 0 MEM No , = - i 1 1 'ks:* ..f, ALUM.STOREFRONT a ' DOOR SYSTEM - ALUMINUM --- STOREFRONT SEE SCHED. PROJECT NO. I EXTERIOR 1 -----__....._ ; K I INTERIOR I SYSTEM ---.- • 19-123.1 0 ALIGN WITH DRAWN BY : , (E)STOREFRONT 1-- \ 1. a / TC,TFF/ CHECKED BY : STOREFRONT INTERIOR , TFF, JB STOREFRONT HEAD C5) MULLION AT COLUMN DOOR JAMB (HEAD SIM. ) DATE : • SCALE: 3"= 1I-0" SCALE: 3"= 1'4Y 11.11,2019 SCALE: T= 1'4Y REVISION : EXTERIOR I INTERIOR I (E) MASONRY / i 1 „0,----a0„,,, i I _1 i y N. -,, I-a WALL ''' k ) L/ , — — ay I, a 0, I 1 A o .z * -0--- BACKER ROD ------ (N)FRAMING , Ia stsa, 2\,\I' ,,,,) , „ I1J blip.. . 1 I III . ALUM.STOREFRONT ,,,'" --7--- ......:Eami.. ;}"I DRIP ‘/ $, SYSTEM WTHSEALANT ill1 / 2/1.22, /1---- --,--/N'T\'''::• 61;t\ _ _ ......i / '''' \\ _ -. x A v) 1 1/2 (N)EXTERIOR , , ILJ FINISHED 7 tisok.moacv-zekmo, SEALANT ,. a 'II-- — SEALANT - a w vaa ,,'• 04 4: 44 I EXTERIOR I \ I INTERIOR I 0 a, ALUM.STOREFRONT - '.iwenorojgag;;;;;;;>4 a- c: EXTERIOR AT GARDEN CENTER BSAA 0 STOREFRONT MULLION DOOR HEAD (JAMB SIM. ) SCALE: 3" 1 -0" 6 SCALE: 3"= 1SCALE I-0" STOREFRONT HEAD ARCHITECTURE & PLANNING SCALE: 3"= IV-0" B EN N ER = I STANGE ASSOCIATES ARCHITECTS , INC. I EXTERIOR I I INTERIOR ik: THE WATERMAN BUILDING EXTERIOR 1 I INTERIOR I ;- 80 SE MADISON STREET * ,... I I/ ,0.- SUITE 430 DOOR 1 __ _------------ a PORTLAND, OR 97214 .,. - .., SUB SILL FLASHING '' ' ,,,,,,,,, (N)FENCE BEYOND - \ 503-670-0234 ALUM.STOREFRONT a SYSTEM-SET IN DOOR SWEEP FAX 503-670-0235 z-, , i _ bsa@bsaarch.com SYSTEM - SEALANT N..N41/4 FLOOR SLAB a THRESHOLD W/ INFILL AT ALUM.STOREFRONT _ _ ------------'' WEATHERSTRIP NEW M.O. SYSTEM AA I SET IN CONT. BED OF Li ' STOREFRONT „talk SEALANT SEALANT SEE ELEVATION cind SLOPE MK - , . ' , # 4 T.O. MASONRY FIN. FLR, SE SLOPE WINDOW . .., , 4FFIANFLR. i 1 ,, _ DETAILS ...... = (E)LOWER BRICK WALL -- / / / / / t- /I. EXISTING PLAZA I EXISTING FLOOR fr ; SLAB 1 A 5 0 2 EXTERIOR AT GARDEN CENTER STOREFRONT SILL DOOR I HRESHOLL) STOREFRONT SILL i .4 SCALE: 3"= 1'4Y SCALE: 3"= 1I-0" 1 0 SCALE: 3"= 1I-0" • f\2019 bsa projects\19-123 tigard towne square\19-123 1 ace hardware tigard towne sq\04 construction documents\19123 1 a5 1 doors and storefront dwg 1 11/18/2019 3 41 31 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRIFTEN PERMISSION OF BENNER STANGE ASSOCIATES ARCHITECTS,INC. 0: FINISH LEGEND: ROOM FINISH SCHEDULE 03D ) (EXISTING) EXISTING FINISHES TO REMAIN EXP EXPOSED NO. ROOM NAME FLOORING BASE WALL CEILING REMARKS JT'J �' THOMAS F.FALLON (') CONC-1 CLEAR SEALER 101 LOWER SALES CONC-1 VWB PT- PT-1 / EXP ,. Ln / GONG-2 NEW BROOM FINISHED (EXTERIOR) 102 UPPER SALES CONC-1 VWB PT- PT-1 / EXP VINYL-1 ARMSTRONG CORLON,SUBMIT COLORS FOR 103 MANAGER'S CONC 1 VWB PT® PT-1 / EXP 1 PORTLNO.AND4787,OR SELECTION. OFFICE .0 104 STORAGE CONC-1 VWB PT-® PT-1 / EXP Q F Q VWB 4" BLACK VINYL WALL BASE (DO NOT INSTALL 105 RISER ROOM CONC-1 VWB PT- PT-1 / EXP BEHIND FIXTURES (SEE TENANT FIXTURE PLAN) , 106 SERVICE AREA CONC-1 VWB FRP/PT- PT-1 / EXP FRP EXTENTS SHOWN ON PLAN FRP 8"AAHITFFFIBERGLASS REINFORCED PLASTIC PANELS TO 107 EMPLOYEE ROOM CONC-1 VWB FRP/PT- ACT-1 FRP TO 48"A.F.F., OMIT ON WALL WITH DOOR 108 RESTROOM VINYL-1 COVE FRP/PT- PT-1 / GYP BD FRP TO 48"A.F.F. ALL WALLS PT-1 BENJAMIN MOORE M53 LATEX FLAT WHITE ®°""' PT-2 ACETM C31-5 GLEEFUL GREEN 109 RESTROOM VINYL-1 COVE FRP/PT- PT-1 / GYP BD FRP TO 48"A.F.F. ALL WALLS0 4- PT-3 ACETM D39-4 DREAM WEAVER COVERED EXTERIOR 1,,... PT-4 ACETM D20 4 COPLEY SQUARE X01 SALES (EXISTING) - PER ELEVATIONS EXP L. PT-5 ACETM D24-4 CANYON DUST CJ X02 COVERED EXTERIOR CONC-2 -- PER ELEVATIONS EXP a 0 ACT-1 WHITE-24"X48"ACOUSTIC CEILING TILES DELIVERY FINISH NOTES: E . 0 1. PROVIDE WATER-RESISTANT 5/8"GYP. BOARD AT 1.RESTROOM WALLS AND WITHIN 48"OF EMPLOYEE 0 73 MILLWORK AND BEHIND FRP LOCATIONS IN CL. SERVICE AREA. 2. EXISTING AND NEW INTERIOR DOORS, FRAMES, AND Co) 0 TRIM TO BE PRIMED AND FINISHED WITH SEMI-GLOSS "h ENAMEL; COLOR TO BE DETERMINED BY TENANT �- C FROM ABOVE SELECTIONS. 3. WHERE ROOF STRUCTURE IS EXPOSED, WALL PAINT cy- 0 SHALL TERMINATE AT BOTTOM OF ROOF JOISTS AND ®CEILING PAINT (SEE NEXT NOTE) SHALL EXTEND ;� DOWN TO BOTTOM OF JOISTS. 0 DE 4. PAINT ALL EXPOSED SALES AREA CEILING CC) COMPONENTS INCLUDING JOIST, DECKING, "1'" ELECTRICAL WIRING, HVAC EQUIPMENT WITH !" BENJAMIN MOORE M53 LATEX FLAT WHITE tu,.! r; DRYWALL COATING. 5. VERIFY FINAL COLOR SELECTION WITH TENANT. C 0 IO — 0 Ewan t ' i ID 0_. r � a) a v) 0 NOTES 1, SEE A0.1 ANSI / ADA REQUIREMENTS FOR ALL 0 0") C) DIMENSIONS OF FIXTURES, EQUIPMENT U.N.Q. 2. PROVIDE BLOCKING FOR ALL ACCESSORIES AND < 0 UM= '�C) EQUIPMENT 3. GYP. BD. FOR RESTROOM INTERIOR WALLS AND , WITHIN 48"OF BREAK ROOM MILLWORK TO BE 5/8" PROJECT' TYPE'X' , WATER RESIST, GYP, BD, 4, GYP. BD. FOR RESTROOM CEILINGS TO BE 5/8" 19-123.1 FIRECORE TYPE'C' , WATER RESIST., SAG DRAWN BY : RESISTANT GYP. BD. 5. ACCESSORIES SHOWN MAY NOT BE PROVIDED IF TC, TF F NOT REQUIRED BY CONTRACT. PROVIDE BLOCKING IN WALL FOR FUTURE INSTALLATION. CHECKED BY : I TEE, JB N DATE : PAINTED WALLS , PLAM WALL& 11.11.2019 UPPER WALL CABINETS WHERE OCCURS PER SCHEDULE BASE CABINETS REVISION : PLAM BACKSPLASH y ��y i 4 PLAM FINISHED f- ��J ,,\ \\\ COUNTERTOP y P-LAM FACED SPLASH / , r� / 1 _ 6"MAX DEPTH SINK BASIN , rBLOCKTYP 4 ` ` ,_/ *,* / L z I 3/4"H.D. PARTICLE BOARD L 1 cp W/ P-LAM FINISH z — = = == `? - — \ ' REMOVABLE 314"H,D. PARTICLE BOARD I L - x PROTECTION BOARD ' ^ EXPOSED SIDES W/ PLAM j I -- Q rovommeole PER KNEE/TOE SHAPE FINISH [306.2] & (306.,3) oo To P-LAM TO MATCH , -- \ 7 MILLWORK ' - , _ "E� "1 '...: o, .... - REMOVABLE PLAM REFRIGERATOR COVER '" FIN. FLR. BY TENANT / VERIFY W/ / 3' 0" ° PAINTED WALL TENANT BEYOND �� ;is 4 - WALL BASE BEYOND \ 0 SINK BASE3 A7.1 KITCHEN AIL 0 BREAK O ELEVATION ARCHITECTURE & P HMG SCALE: 3/4" l,_U, SCALE: 3/8"- 1 0 BENNER STANGE ASSOCIATES ARCHITECTS , INC. PAINTED WR PAINTED WR THE WATERMAN BUILDING GYP BD GYP BD 80 SE MADISON STREET ADA GRAB ADA WATER PORTLAND, OR 9721TE 04 BARS BABY CHANGING BABY CHANGING CLOSET STATION STATION — ADA GRAB 503-670-0234 I BARS FAX 503-670-0235 SOAP DISP SEAT COVER SOAP DISP bsa@bsaarch.com MIRROR ' DISPENSER ADA W GRAB MIRROR C©SETATER BARS GRAB FI FINISH ADA LAV / n n BARS ADA LAV DISPENSER, SEAT ER -,„ SCHEDULE(.: s , 1 _ ars ,) �, U u i f... ,'i 111* -1,----, a INTERIOR DETAILS 2'0' ' P h; Aril z3' -- / r MIN..... 2 0 f 24 MIN r71.2'-0" . ,... � ...... .. .. ...fie, �`--- NEW FRPN\-1 NEW FRP `— INSULATE DRAINS / INSULATE DRAINS �r & HW PIPES NEW VWB & HW PIPES NEW VWB TP / DISP NEW FRP & VWB TP DISPENSER TP DISP ELEVATION 'A' ELEVATION 'B' ADA WATER CLOSET ELEVATION 'C' ELEVATION 'D' ELEVATION "E' ELEVATION 'F' 0 0 RESTROOM ELEVATIONS SCALE: 1/4"= l'-0" f:12019 bso projects\19-123 tigard towne square\19-123.1 ace hardware tigard towne sq\04 construction documents\19123.1 a7.1 interior aetails.dwg 111/11/2019 8:20:11 AM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER STANGE ASSOCIATES ARCHITECTS,INC. , _ TIGARD TOWN CENTER ACE HARDWARE ., .,.„, ,,,.,,..ati„,:,:„.,,.,:.::,,,. ..„,,,,fr,.,„,..,,......„. „. ,,,,,,g.. . ..„:„ „,„,,,„ ,,,k.,,,,, FROELICH EN GINEERSX TI REMODEL 17700 SW Upper Scones Ferry Rd. Suite#115 Portland, Oregon 97224 Office: (503)624-7005 Portland, OR. I Bend, OR. I Denver, CO. froel ich-eng i n eers.com TIGARD, OR s, s ` . SHEET NUMBER SHEET TITLE S0.1 COVER SHEET 30.2 GENERAL STRUCTURAL NOTES HARSH S0.3 GENERAL STRUCTURAL NOTES & INVESTMENT SPECIAL INSPECTION TABLE S1.1 FOUNDATION PLAN PROPERTIES S1 .2 ROOF FRAMING PLAN S3.1 ELEVATIONS PORTLAND, OR S5.1 FOUNDATION DETAILS S5.2 FOUNDATION DETAILS S7.1 FRAMING DETAILS S7.2 FRAMING DETAILS STRUCTURAL SYMBOLS / LEGEND: " INCH DBA DEFORMED BAR ANCHOR HAS HEADED ANCHOR STUD OD OUTSIDE DIAMETER THK THICK - -INDICATES FOOTING TYPE, REF SCHEDULE. # NUMBER,POUND DBL DOUBLE HC HOLLOW CORE OH OVERHEAD THRD THREADED & AND DEFL DEFLECTION MCP HOLLOW CORE PLANK OPNG OPENING TOB TOP OF BEAM —//- XX FEET DEMO DEMOLITION HOD HEADED ANCHOR STUD OPP OPPOSITE,OPPOSITE HAND TOC TOP OF COLUMN,TOP OF CURB Er- - INDICATES STRUCTURAL COLUMN STARTING AT THIS LEVEL. @ AT DEPT DEPARTMENT HDR HEADER OSWJ OPEN WEB STEEL JOIST TOF TOP OF FOOTING xx REF COLUMN SCHEDULE. (E) EXISTING DET DETAIL HEX HEXAGONAL TOJ TOP OF JOIST 111 (N) NEW DF DOUG FIR(DOUGLAS FIR) HM HOLLOW METAL P/L PORPERTY LINE TOL TOP OF LINTEL,LANDING INDICATES COLUMN ABOVE DIA DIAMETER HORIZ HORIZONTAL. PAF POWDER ACTUATED FASTENERS TOL TOLERANCE0 AB ANCHOR BOLT DIAG DIAGONAL HSS HOLLOW STRUCTURAL SHAPE PC PRECAST TOP TOP OF PIER.TOP OF PLATE ir -a- - INDICATES COLUMN BELOW Et 2 -� ACI AMERICAN CONCRETE INSTITUTE DIAPH DIAPHRAGM HT HEIGHT PCF POUNDS PER CUBIC FOOT TOPV TOP OF PAVEMENT ADD ADDENDUM,ADDITION DIM DIMENSION HVAC HEATING,VENTILATION,AIR CONDITIONING PERF PERFORATE,PERFORATED,PERFORMANCE TOS TOP OF SLAB.TOP OF STEEL i'////'r7/4 -INDICATES STRUCTURAL BEARING WALL LLI 111 ADJ ADJUST;ADJUSTABLE DKG DECKING PERIM PERIMETER TOW TOP OF WALL AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL DL DEAD LOAD IBC INTERNATIONAL BUILDING CODE PERIM PROFESSIONAL ENGINEER TRANS TRANSVERSE iem mex -INDICATES SHEAR WALL. AFF ABOVE FINISH FLOOR DWG DRAWING ICE INSULATED CONCRETE FORMS PERP PERPENDICULAR TRANSL TRANSLUCENTLU i -INDICATES CONCRETE WALL ALT ALTERNATE DWGS DRAWINGS ID INSIDE DIAMETER PL PLATE TYP TYPICAL 0 1.1,011J ALUM ALUMINUM OWL DOWEL IN INCH,INCHES PLF POUNDS PER LINEAL FOOT # { -INDICATES ARCH WALL APPROX APPROXIMATELY INFO INFORMATION PLWD PLYWOOD UNO UNLESS NOTED OTHERWISE CO W ARCH ARCHTECTURE EIFS EXTERIOR INSULATED FINISH SYSTEM INSP INSPECTION PNL PANEL UTIL UTILITY w- -INDICATES BEARING WALL W ASTM AMERICA.M SOCIETY FOR TESTING AND MATERIALS ELEV ELEVATOR INSUL INSULATION PREFAB PREFABRICATED CD CI) AVG AVERAGE ENGR ENGINEER INT INTERIOR PREFIN PREFINISHED VERT VERTICAL H- - INDICATES HEADER TYPE, REF HEADER SCHEDULE. AWS AMERICAN WELDING SOCIETY EOR ENGINEER OF RECORD PSF POUNDS PER SQUARE FOOT VFY VERIFY I EQ EQUAL JST JOIST PSI POUNDS PER SQUARE INCH VIF VERIFY IN FIELD B- - INDICATES BEAM TYPE, REF BEAM SCHEDULE. S BALC BALCONY EQPT EQUIP JT JOINT,JOINTS PSL PARALLEL STRAND LUMBER Q - INDICATES LINTEL TYPE. REF. SCHEDULE. Et I LL PRESERVATIVE TREATED,POST-TENSIONED W/ WITH U PT BD BOARD ES EACH SIDEQ Ct BEV BEVEL EW EACH WAY K KILOPOUND(1000 POUNDS) W/O WITHOUT J#@ xx" OC - INDICATES JOIST TYPE AND SPACING, REF PLANS &JOIST FRAMING < in < 0 BKR BACKER EXIST EXISTING KIPo I2 KILOPOUND(1000 POUNDS) QTY QUANTITY WD WOOD ---nc w --SCHEDULE. u) n BLDG BUILDING EXP EXPANSION WF WOE FLANGE(STRUCTURAL STEEL) . --'a - INDICATES DIRECTION DECK OR SHEATHING TO SPAN, o cj BLK BLOCK EXPO EXPOSED L ANGLE,LEFT,LENGTH RAD RADIUS WR WATER RESISTANT,WATER RESISTIVE BLKG BLOCKING EXT EXTERIOR LAM LAMINATE,LAMINATED RCP REFLECTED CEILING PLAN WS WATERSTOP INDICATES ELEVATION. BM BEAM LAT LATERAL RD ROOF DRAIN WT WEIGHT BOC BOTTOM OF CURB F OF F FACE TO FACE LB POUND REF REFERENCE WWF WOVEN WIRE FABRIC INDICATES DIRECTION TIMBER TO SPAN. BOT/BTM BOTTOM FAB FABERICATIONS/FABRICATED LF LINEAL FEET,LINEAR FOOTAGE REINF REINFORCED,REINFORCINGSET BOW BOTTOM OF WALL FB FLAT BAR LIN LINEAR REQ REQUIREMENTS,REQUIRED 0 - INDICATES KEYED NOTE. BP BASE PLATE FDTN FOUNDATION LIN FT LINEAL FEET,LINEAR FOOTAGE REQ'D REQUIRED - INDICATES CHANGE IN SLOPE. BRDG BRIDGE,BRIDGING FE FROELICH ENGINEERS LL LIVE LOAD REV REVISION BRG BEARING FF FINISH FLOOR LLH LONG LEG HORIZONTAL RO ROUGH OPENING INDICATES STEP IN ELEVATION. BRK BRICK FFE FINISH FLOOR ELEVATION LLV LONG LEG VERTICAL REV DATE ISSUE TITLE BSMT BASEMENT FIN FINISH LNTL LINTEL SCHED SCHEDULE INDICATES MECHANICAL UNIT. BU BUILT-UP FLR FLOOR LONG LONGITUDINAL SE STRUCTURAL ENGINEER XX PSF - INDICATES SNOW DRIFT LOAD. JOIST MANUFACTURER SHALL MAKE FOC FACE OF CONCRETE LSL LAMINATED STRAND LUMBER SECT SECTION iB.0. PROVISION FOR THESE IN THE DESIGN OF THE JOISTS REF PLANS CEM CEMENT,CEMENTITIOUS FOF FACE OF FINISH LT Wr LIGHTWEIGHT SF SQUARE FEET ' FOR LOAD &EXTENT. XX'-XX" CGS CENTER OF GRAVITY OF STRAND FOM FACE OF MASONRY LVL LAMINATED VENEER LUMBER SGL SINGLE Ii 1 J ) 1 J JGIP CAST IN PLACE FOS FACE OF STUD SHT SHEET —-INDICATES ROOF OVERFRAMING. REF DETAIL XX/SXXX. CJ CONTROL JOINT FR FIRE RATED,FIRE RESISTIVE MANUF MANUFACTURER,MANUFACTURED SHTG SHEATHING PROJECT MANAGER: SNF CJ -INDICATES COLD JOINT, REF DETAIL XX/SXXX CL CENTER LINE FRM FRAMED,FRAMING MAX MAXIMUM SIM SIMILAR DESIGNER: NKL CLG CEILING FRT FIRE RETARDANT TREATED MB MACHINE BOLT SIMP SIMPSON STRONG TIE r,,.---INDICATES SHEAR WALL TYPE ABOVE FLOOR SPECIFIED. REF DRAWN BY: CLR CLEAR FT FOOT,FEET MECH MECHANICAL SL SNOW LOAD <>. SHEAR WALL SCHEDULE ON SXXX PROJECT NO. 19-T198 CMU CONCRETE MASONRY UNIT FTG FOOTING MEZZ MEZZANINE SOG SLAB ON GRADE '---INDICATES HOLDOWN TYPE. REF HOLDOWN SCHEDULE ON SXXX COL COLUMN FURRG FURRING MFR MANUFACTURER,MANUFACTURED SPEC SPECIFICATION,SPECIFICATIONS DATE: 11/13/19 COMP COMPOSITE,COMPENSATION FUT FUTURE MIN MINIMUM SQ SQUARE SCALE: AS SHOWN CONC CONCRETE MISC MISCELLANEOUS SS STAINLESS STEEL COND CONDITION GA GAUGE MTL METAL STD STANDARD , CONN CONNECTION GALV GALVANIZED MUL MULLION STIFF STIFFENER SHEET TITLE: CONSTR CONSTRUCTION GC GENERAL CONTRACTOR STL STEEL COVER CONT CONTINUOUS GEN GENERAL N NORTH STRUCT STRUCTURAL SHEET CORR CORRIDOR GL GLU-LAMINATED NIC NOT IN CONTRACT SUSP SUSPENDED CTR CENTER GLB GLU-LAMINATED BEAM NO NUMBER SYM SYMMETRICAL CTRL CONTROL GND GROUND NOM NOMINAL CTSK COUNTERSINK GR GRADE NTS NOT TO SCALE T&B TOP AND BOTTOM CU CUBIC GYP GYPSUM T&G TONGUE AND GROOVE SHEET CUSTOM GYP BD GYPSUM BOARD OC ON CENTER TAN TANGENT SHEET NUMBER, SCOPE OF WORK FOUNDATIONS: CONCRETE ACCESSORIES: 16. PROVIDE ONE#5 FOR SINGLE LAYER,AND TWO#5 FOR DOUBLE LAYER REINFORCING,4'-0" LONG, DIAGONALLY AT EACH CORNER OF ALL WALL AND SLAB OPENINGS. THESE DRAWINGS ARE FOR TENANT IMPROVEMENTS IN AN EXISTING CMU WALL AND STRUCTURAL 1. FOUNDATION SIZES ARE BASED UPON AN ASSUMED MAXIMUM TOTAL LOAD BEARING SOIL PRESSURE = 1500 PSF 1. DEFORMED BAR ANCHORS(D.B.A.)SHALL BE NELSON TYPE D2L(ICC ESR-2907)OR APPROVED EQUAL, { BRICK BUILDING WITH A WOOD FLEXIBLE DIAPHRAGM. (4) NEW OPENINGS IN THE EXISTING WALLS FOR BEARING ON NATIVE SOILS/COMPACTED FILL. 17. REFERENCE TYPICAL DETAILS FOR THE DISPOSITION OF REINFORCEMENT AT WALL CORNERS,WALL INTERSECTIONS,AND 2. HEADED SHEAR STUDS SHALL BE NELSON HEADED ANCHORS WITH FLUXED ENDS(ICC ESR-2856)OR APPROVED EQUAL, FOR BARS IN SMALL WALL SECTIONS. .� > ARE TO BE ADDED AND REINFORCED WITH NEW STEEL BEAMS AND COLUMNS,A NEW LIGHT ` �' :. 2. ALL FOOTINGS SHALL BE FOUNDED ON FIRM UNDISTURBED ORIGINAL SOIL FREE OF ORGANIC MATTER OR xw FRAMED CANOPY IS TO BE ADDED AT THE REAR OF THE BUILDING.A NEW FREE STANDING TRASH FILL. 3. HEADED SHEAR STUDS AND DEFORMED BAR ANCHORS SHALL BE AUTOMATICALLY END-WELDED WITH THE 18. AT LOCATIONS WHERE BEAMS, JOISTS, OR SLABS ABUT A WALL OR COLUMN TERMINATE ALL TOP REINFORCEMENT INTO ENGINEEREDIL ?'' ENCLOSURE WILL BE ADDED AT THE REAR OF THE BUILDING.A NEW SET OF EGRESS STAIRS WILL MANUFACTURER'S STANDARD EQUIPMENT AND IN ACCORDANCE WITH THE ASSOCIATED ICC REPORTS. THE WALL OR COLUMN WITH A STANDARD 90 DEGREE HOOK THAT IS EMBEDDED TO WITHIN TWO INCHES OF THE OPPOSINGC•, ;{far BE ADDED AT THE REAR OF THE BUILDING. AN EXISTING CLOTH CANOPY AT THE FRONT OF THE 3. ALL FOOTINGS SHALL BE A MINIMUM OF 12"BELOW FINAL GRADES. FACE OF THE WALL OR COLUMN. EXTEND ALL BOTTOM REINFORCEMENT INTO THE WALL OR COLUMN TO WITHIN 2-INCHES ' BUILDING IS TO BE RESTORED AND COVERED WITH NEW TRANSLUCENT ROOFING MATERIAL. 4. PERMANENTLY EXPOSED EMBEDDED PLATES AND ANGLES SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION. OF THE OPPOSING FACE OF THE WALL OR COLUMN. FROELICH 4. ALL DISTURBED SOIL SHALL BE REMOVED BY HAND OPERATION FROM FOOTING EXCAVATIONS TO NEAT LINES EMBEDDED ITEMS SHALL NOT BE LOADED, NOR SHALL WELDS BE APPLIED, FOR A MINIMUM OF 7-DAYS AFTER CASTING OF AND REPLACED WITH ENGINEERED FILL IF NECESSARY. CONCRETE. 19, PROVIDE#5 CARRIER BAR AT 3'-0"MAX SPACING FOR ALL SLAB, JOIST,AND WALL REINFORCING NOT SUPPORTED BY OTHER ENGINEER SX TRANSVERSE REINFORCEMENT. 17700 SW Upper Boones Ferry Rd. GENERAL: 5. ENGINEERED FILL SHOULD BE COMPACTED IN HORIZONTAL LIFTS NOT EXCEEDING 12 INCHES. ENGINEERED FILL 5. APPROVED POST-INSTALLED ANCHORS ARE AS FOLLOWS: Suite#115 SHALL CONSIST OF 3/4"MINUS CLEAN, WELL-GRADED SAND. SAND AND GRAVEL, OR CRUSHED ROCK. 20. PROVIDE TWO#5 STIRRUP CARRIER BARS IN ALL BEAMS AND JOISTS CONTAINING STIRRUPS,WHERE STIRRUPS ARE NOT Portland, Oregon 97224 1. THE STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS AND ARE INTENDED ENGINEERED FILL SHALL BE COMPACTED TO 95%MAXIMUM DRY DENSITY AS OBTAINED BY ASTM D698 SUPPORTED BY REINFORCING DETAILED OR SCHEDULED IN THE STRUCTURAL DRAWINGS, TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL, CIVIL, MECHANICAL,AND ELECTRICAL STANDARD PROCTOR. Office: (503)624 7005 DRAWINGS,THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REQUIREMENTS FROM APPROVED POST-INSTALLED CONCRETE ANCHORS I 21, PROVIDE"CORNER" BAR AT CORNERS AND INTERSECTIONS FOR WALLS AND FOUNDATIONS EQUAL IN SIZE, NUMBER AND Portland, OR. I Bend, OR, I Denver, CO. THE ENTIRE SET OF CONTRACT DOCUMENTS (INCLUDING THE PROJECT SPECIFICATIONS)INTO 6. BOTTOM OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT 2'-0"HORIZONTAL TO 1'-0" • SPACING TO HORIZONTAL REINFORCING. SIZE CORNER BAR TO PROVIDE A FULL LAP WITH HORIZONTAL REINFORCEMENT froelich-engineers.com TYPE ANCHOR ICC REPORT THEIR WORK. VERTICAL STEPS. ON EACH LEG. 2. THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO THE PROJECT 7. GROUND ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT LEAST 5%SLOPE FOR SIMPSON TITEN HD ICC ESR-2713 SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. A MINIMUM DISTANCE OF 10 FEET FROM THE BUILDING. NOTIFY EOR IF CONDITIONS VARY. CONCRETE SCREW DEWALT SCREW-BOLT+ ICC ESR 3889 REINFORCED CLAY MASONRY: ,ko 1, ' 3. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE CONCRETE: 1. HOLLOW CLAY MASONRY UNITS SHALL COMPLY WITH ASTM C652, GRADE SW, TYPE HBX. LiRSfi '` HILTI KWIK HUS-EZ ICC ESR-3027 GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. a; a JlJar MASONRY REINFORCING STEEL: STRUCTURAL STEEL: TABLE 2 4 ' Z 1. METAL REINFORCEMENT AND ACCESSORIES SHALL CONFORM TO IBC SECTION 2103.14. 1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING MINIMUM ASTM SPECIFICATIONS AND GRADES: ; REQUIRED STRUCTURAL SPECIAL INSPECTIONS , ' 2. DEFORMED REINFORCING BARS SHALL BE ASTM A615 GRADE 60 AND SHALL BE SECURELY PLACED IN { ACCORDANCE WITH ACI 530.1-11 SECTION 3.4. WELDED REINFORCEMENT SHALL CONFORM TO ASTM A706 INSPECTION t. 0'' GRADE 60. STRUCTURAL STEELS SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY REMARKS 3. UNLESS OTHERWISE NOTED ON PLANS, THE MINIMUM WALL REINFORCEMENT SHALL BE AS FOLLOWS: WIDE FLANGE SECTIONS ASTM A-992, GRADE 50 (Fy=50 KSI) REFERENCE REFERENCE F I�O E L I C H PLATES WHERE NOTED ASTM A572, GRADE 50 (Fy=50 KSI) CONTINUOUS I PERIODIC ENGINEERS FABRICATORS 17700 SW Upper Boones Ferry Rd. MINIMUM WALL REINFORCEMENT--RUNNING BOND CHANNELS,ANGLES, PLATES--EXCEPT AS NOTED ASTM A-36(Fy=36 KSI) Suite#115 Portland, Oregon 97224 VERTICAL HOLLOW STRUCTURAL SECTIONS(TUBES) A-500, GRADE B(Fy=46KSI) Office: (503)624-7005 NOMINAL WALL THICKNESS HORIZONTAL REINFORCEMENT REINFORCEMENT PIPE ASTM A53, TYPE E OR S (Fy=35 KSI) SPECIAL INSPECTION IS REQUIRED FOR Portland, OR. I Bend, OR. I Denver, CO. 6" #5 @ 48"OC #5©48"OC I 1704.2.5 X STRUCTURAL LOAD-BEARING MEMBERS AND froelich engineers.com ASSEMBLIES FABRICATED ON THE PREMISES 8" #6©48"OC (2)#4 ©48"OC 2. DESIGN, FABRICATION,AND ERECTION SHALL BE IN ACCORDANCE WITH THE"AISC SPECIFICATION FOR THE DESIGN, OF A FABRICATOR'S SHOP. 10" #6©48"OC (2)#5©48"OC FABRICATION,AND ERECTION OF STRUCTURAL STEEL BUILDINGS"WITH"COMMENTARY"AND THE"CODE OF STANDARD at PRACTICE."WITH EXCEPTIONS AS NOTED IN THE PROJECT SPECIFICATIONS. rc V T +7 ` . 12" #6©48"OC (2)#5 @ 48"OC ( THE SPECIAL INSPECTOR SHALL VERIFY THAT YtA ? Manu 3. REFERENCE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR MEMBERS PART OF THE SEISMIC LOAD RESISTING SYSTEM(SLRS). THE FABRICATOR MAINTAINS DETAILED , +, FABRICATION AND QUALITY CONTROL '�; . �; 1704.2.5.1 PROCEDURES AND SHALL REVIEW FOR MINIMUM WALL REINFORCEMENT--STACK BOND 4. BOLTS SHALL CONFORM TO THE ASTM AND RCSC SPECIFICATIONS FOR JOINTS USING A325 OR A490 HIGH STRENGTH RELATIVE TO s BOLTS. BOLTS SHALL BE SNUG TIGHT UNLESS NOTED OTHERWISE. COMPLETENESS AND ADEQUACY ,� VERTICAL THE CODE REQUIREMENT. NOMINAL WALL THICKNESS HORIZONTAL REINFORCEMENT 5. HIGH STRENGTH BOLTS USED AS PART OF THE SEISMIC LOAD RESISTING SYSTEM(SLRS) NOTED ON THE DRAWINGS AND04,...:.-,''. REINFORCEMENT DETAILS SHALL BE FULLY TENSIONED AND ALL FAYING SURFACES SHALL BE PREPARED AS REQUIRED FOR CLASS A OR 1704.2.5.2 SPECIAL INSPECTIONS REQUIRED BY 6" #4 @ 24"OC #4 @ 24"OC BETTER SLIP-CRITICAL JOINTS. SECTION 1705 ARE NOT REQUIRED 6. WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION.WELDING WHERE THE WORK IS DONE ON THE ° AL 8" #4 @ 24"OC #4 @ 24"OC FABRICATORS SHALL BE PERFORMED IN ACCORDANCE WITH A WELDED PROCEDURE SPECIFICATION(WPS)AS REQUIRED IN AWS D1.1 PREMISES OF A FABRICATOR 10" #5 @ 24"OC #5 @ 24"OC AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. THE WPS VARIABLES SHALL BE WITHIN THE PARAMETERS REGISTERED AND APPROVED TO ESTABLISHED BY THE FILLER-METAL MANUFACTURER. PERFORM SUCH WORK WITHOUT s 12" #5 ©24"OC #5 ©24"OC SPECIAL INSPECTION, APPROVAL SHALL • 7. FOR MEMBERS INCLUDED IN THE SEISMIC LOAD RESISTING SYSTEM (SLRS), REQUIREMENTS OF AWS D1.8(SEISMIC SUPPLEMENT)SHALL APPLY. BE BASED UPON REVIEW OF THE HARS H FABRICATOR'S WRITTEN PROCEDURAL 4. BOND BEAMS WITH TWO#5 BARS SHALL BE PROVIDED AT ALL FLOOR LINES, ROOF LINES,AND AT THE TOP OF 8. ALL WELDS USED IN THE SEISMIC LOAD RESISTING SYSTEM(SLRS), SHALL BE MADE WITH A FILLER METAL THAT HAS A AND QUALITY CONTROL MANUALS AND ALL WALLS. STEP BOND BEAMS AS REQUIRED TO MATCH ROOF SLOPES. CHARPY V-NOTCH (CVN)TOUGHNESS OF 20 FT-LBS AT 0 DEGREES FAHRENHEIT(F),AS DETERMINED BY AWS INVESTMENTPERIODIC AUDITING OF FABRICATION 5. PROVIDE A BOND BEAM WITH TWO HORIZONTAL#5 BARS ABOVE AND BELOW ALL OPENINGS AND EXTEND THESE CLASSIFICATION OR MANUFACTURER CERTIFICATION. ALL COMPLETE JOINT PENETRATION WELDS DESIGNATED AS "DEMAND CRITICAL"SHALL BE MADE WITH FILLER METAL THAT HAS A CVN TOUGHNESS OF 20 FT-LBS AT MINUS 20 PRACTICES BY A NATIONALLY BARS A MINIMUM OF 2'-0"PAST THE EDGE OF THE OPENING ON EACH SIDE. DEGREES F,AND 40 FT-LBS AT 70 DEGREES F. RECOGNIZED ACCREDITING AUTHORITY. PROPERTIES 6. PROVIDE ONE BAR MATCHING THE VERTICAL REINFORCING SIZE FOR THE FULL HEIGHT OF WALL AT EACH SIDE AT COMPLETION OF FABRICATION, THE OF ALL OPENINGS,AT WALL ENDS,AND AT WALL INTERSECTIONS. 9. FOR COMPLETE JOINT PENETRATION WELDS ASSOCIATED WITH MEMBER SPLICES AND CONNECTIONS NOT PART OF THE APPROVED FABRICATOR SHALL SUBMIT A SLRS,WELDS SHALL BE MADE WITH FILLER METAL THAT HAS A MINIMUM CVN TOUGHNESS OF 20 FT-LBS AT 40 DEGREES F. CERTIFICATE OF COMPLIANCE TO THE 7. FOUNDATION DOWELS SHALL BE OF THE SAME SIZE AND SPACING AS THE VERTICAL REINFORCEMENT. THESE DOWELS SHALL BE LAPPED TO THE VERTICAL WALL REINFORCEMENT AND BE EMBEDDED A MINIMUM OF 9"INTO 10. FOR MEMBERS AND CONNECTIONS THAT ARE PART OF THE SEISMIC LOAD RESISTING SYSTEM, DISCONTINUITIES BUILDING OFFICIAL STATING THAT THE THE FOUNDATION WITH A STANDARD 90 DEGREE HOOK. CREATED BY ERRORS, OR BY FABRICATION OR ERECTION OPERATIONS, SUCH AS TACK WELDS, ERECTION AIDS,AIR-ARC WORK WAS PERFORMED IN GOUGING, OR FLAME CUTTING, SHALL BE REPAIRED AS REQUIRED BY THE STRUCTURAL ENGINEER. ACCORDANCE WITH THE APPROVED PORTLAND, OR 8. PROVIDE CORNER BARS TO MATCH THE HORIZONTAL WALL REINFORCING AT ALL WALL INTERSECTIONS. 11. WELDS SHALL BE MADE USING E70XX ELECTRODES AND SHALL BE 3/16"MINIMUM, UNLESS NOTED OTHERWISE ON THE CONSTRUCTION DOCUMENTS. 9. USE REBAR POSITIONERS TO ENSURE PROPER REBAR PLACEMENT WITHIN CELLS DURING GROUTING. DRAWINGS. CONCRETE 10. LAP ALL REINFORCING BARS AS FOLLOWS UNLESS OTHERWISE NOTED WITHIN THE DRAWINGS: 12. WELDING SHALL BE MADE BY AWS CERTIFIED WELDERS**MEETING CITY OF PORTLAND STANDARDS.** INSPECTION OF ANCHORS INSTALLED 1909.1 ACI 318: SPECIAL INSPECTIONS APPLY TO 13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE BETWEEN THE ARCHITECTURAL AND STRUCTURAL IN HARDENED CONCRETE TABLE 1705,3 3.8.6, 8.1.3, 21.1.8 ANCHOR PRODUCT NAME, TYPE, AND DRAWINGS TO PRODUCE THE SHOP DRAWINGS. DIMENSIONS, HOLE DIMENSIONS, MASONRY REINFORCEMENT LAP SPLICE SCHEDULE (IN) 14. ALL STEEL EXPOSED TO WEATHER, MOISTURE, SOIL, OR AS NOTED ON PLANS SHALL BE HOT DIP GALVANIZED IN COMPLIANCE WITH DRILL BIT BAR SIZE f'm= 1,500 PSI fm=2,000 PSI f'm=2,500 PSI fm=3,000 PSI ACCORDANCE WITH ASTM A-123, OR HAVE AN APPROVED PROTECTIVE COATING. REQUIREMENTS, CLEANLINESS OF THE #3 18 18 18 18 15. PROVIDE NON-SHRINK GROUT UNDER ALL BASE PLATES. GROUT SHALL BE FACTORY-PACKAGED, 6000 PSI MINIMUM AT 28 HOLE AND ANCHOR, ADHESIVE DAYS AND SHALL COMPLY WITH ASTM C 1107. EXPIRATION DATE, ANCHOR/ADHESIVE #4 24 24 24 24 16, PROVIDE WEEP HOLES AT ALL EXTERIOR CLOSED SECTIONS WHERE MOISTURE MAY ACCUMULATE. INSTALLATION, ANCHOR EMBEDMENT, AND TIGHTENING TORQUE #5 36 30 30 30 #6 54 54 52 52 VERIFYING ADHESIVE ANCHOR ACI 318-11 X COPY OF ACI/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATIONS SECTION D CERTIFICATION CARDS #7 63 63 63 63 9.2,2,2 #8 72 72 72 72 ACI 318-14 LL! NOTES: SECTION12) A. FOR CENTER-TO-CENTER SPACING LESS THAN 5db, MULTIPLY LAP LENGTHS BY 5db AND DIVIDE BY THE 17'8.2.2 0 SPACING BETWEEN BARS. REINFORCING STEEL 1705.3 ACI 318: 3.5 X TOLERANCES AND REINFORCING B. FOR MASONRY CLEAR COVER LESS THAN 5db, MULTIPLY LAP LENGTHS BY 5db AND DIVIDE BY THE CLEAR 1910.4 ACI 318: 7.1-7.7 PLACEMENT PER ACI 7.5; SPACING LIMITS Et 2 COVER. 1901.3.2 FOR REINFORCING ACI 7.6 C. NOTES A AND B SHALL NOT BE APPLIED CONCURRENT, USE THE LARGER RESULTING LAP LENGTH OF THE PROTECTION OF REINFORCEMENT PER III TWO WHEN BOTH CONDITIONS OCCUR. ACI 7.7 I' ' Leh D. FOR EPDXY COATED BARS, MULTIPLY LAP LENGTHS BY A FACTOR OF 1.5. PLACEMENT OF BOLTS INSTALLED IN TABLE ACl 318: 1.3.2.0 X ALL BOLTS VISUALLY INSPECTED Z CONCRETE 1705.3 ACI 318: 8.1.3 W ; 1908.5 ACI 318: 21.1.8 �' 11. THE FOLLOWING MINIMUM MASONRY COVER SHALL BE PROVIDED FOR ALL REINFORCING STEEL: 1909.1 ACI 318-APPENDIX D MASONRY REINFORCEMENT COVER VERIFYING USE OF REQUIRED MIX TABLE ACI 318: CHAPTER 4 X Li- USE DESIGN(S) 1705.3 ACI 318: 5,2-5.4 USE COVER 1904 z < m MASONRY FACE NOT EXPOSED TO EARTH OR WEATHER 1-1/2" 1904,2 w 1910.2 1-1/2"(#5 AND SMALLER) 1910.3 MASONRY FACE EXPOSED TO EARTH AND WEATHER Q } 2"(#6 AND LARGER) CONCRETE PLACEMENT TABLE ACI 318: 1.3.2.D X Q 1705.3 ACI 318: 5.9-5.10 H 11 i STEEL 0 < i O N FABRICATION OF STRUCTURAL 1704.2.5,2 AISC 360 N2 X REFER TO INSPECTION OF FABRICATOR �"�/ = LIn MASONRY ACCESSORIES: ELEMENTS REQUIREMENTS 11�� v "' Q � 1. ALL PROPRIETARY ANCHORS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURER'S o RECOMMENDATIONS. APPROVAL BASED ON NATIONALLY 0 > 0 2. REINFORCING IN NEW OR EXISTING MASONRY SHALL NOT BE CUT DURING INSTALLATION. RECOGNIZED ACCREDITING AUTHORITY U o Q 3. ALL ANCHORS EXPOSED TO EARTH OR WEATHER SHALL BE PROTECTED FROM CORROSION BY HOT DIPPED MATERIAL VERIFICATION OF 1705.2.1 ASTM A6 X CERTIFIED MILL TEST REPORTS H < 0 GALVANIZING OR USE OF STAINLESS STEEL. STRUCTURAL STEEL 2203.1 ASTM STANDARDS 4, APPROVED MASONRY ANCHOR ARE AS FOLLOWS; TABLE 1705.2 SPECIFIED IN CONSTRUCTION DOCUMENTS APPROVED POST-INSTALLED MASONRY ANCHORS AISC 360 N3.2 PERMIT AISC 360 A3.1 TYPE ANCHOR ICC REPORT AISC 360 M5 5 SET _ SIMPSON TITEN HD ICC ESR-1056 FOR OTHER STEEL, IDENTIFICATION TABLE 1705.2 APPLICABLE ASTM X MANUFACTURER'S CERTIFIED TEST CONCRETE SCREW DEWALT SCREW-BOLT+ ICC ESR-4042 MARKINGS TO CONFORM TO ASTM MATERIAL REPORTS STANDARDS SPECIFIED IN THE STANDARDS HILTI KWIK HUS-EZ ICC ESR-3056 APPROVED CONSTRUCTION SIMPSON AT-XP IAMPO ER-281 DOCUMENTS REV DATE ISSUE TITLE MATERIAL VERIFICATION OF WELD TABLE 1705.2 AISC 360 N3.2 X MANUFACTURER'S CERTIFICATE OF ACRYLIC ADHESIVE DEWALT AC100+GOLD ICC ESR-3200 FILLER METALS AISC 360 A3.5 COMPLIANCE HILTI HIT-HY 270 ICC ESR-4143 APPLICABLE AWS A5 SIMPSON WEDGE-ALL ICC ESR-1396 DOCUMENTS EXPANSION DEWALT POWER STUD+SD1 ICC ESR-2966 COMPLETE AND PARTIAL JOINT TABLE 1705.2 AWS D1.1 X ALL WELDS VISUALLY INSPECTED PER PENETRATION GROOVE WELDS SECTION 6 AWS D1.1 6.9 HILTI KWIK BOLT-TZ ICC ESR-3785 MULTIPASS FILLET WELDS TABLE 1705.2 AWS D1.1 X ALL WELDS VISUALLY INSPECTED PER NOTES: SECTION 6 AWS D1,1 6.9 SINGLE PASS FILLET WELDS GREATER TABLE 1705.2 AWS D1.1 X ALL WELDS VISUALLY INSPECTED PER PROJECT MANAGER: SNF A. ANCHOR LOCATIONS AND REQUIREMENTS SHALL CONFORM TO THOSE NOTED SPECIFICALLY ON THE THAN 5/16" SECTION 6 AWS D1.1 6.9 STRUCTURAL DRAWINGS.ALL OTHER LOCATIONS REQUIRE PRIOR APPROVAL, DESIGNER: NKL B. ALL ANCHORS SHALL BE INSTALLED IN STRICT CONFORMANCE TO THE APPLICABLE ICC REPORT. PLUG AND SLOT WELDS TABLE 1705.2 AWS D1.1 X ALL WELDS VISUALLY INSPECTED PER SECTION 6 AWS D1.1 6.9 DRAWN BY: C. REINFORCEMENT SHALL NOT BE CUT IN NEW, OR EXISTING CMU DURING INSTALLATION OF SINGLE PASS FILLET WELDS LESS TABLE 1705.2 AWS D1.1 X ALL WELDS VISUALLY INSPECTED PER POST-INSTALLED ANCHORS, PROJECT NO: 19-T198 THAN OR EQUAL TO 5/16" SECTION 6 AWS D1.1 6.9 D. ANCHORS THAT ARE LEFT EXPOSED TO WEATHER SHALL BE STAINLESS STEEL, OR HOT-DIPPED DATE: 11/13/19 GALVANIZED. FLOOR AND ROOF DECK WELDS TABLE 1705.2 AWS D1.3 X ALL WELDS INSPECTED PER AWS D1.3 7.1 SECTION 7 SCALE: AS SHOWN VERIFYING USE OF PROPER WPS'S AISC 360 N3.2 COPY OF WELDING PROCEDURE 6. EPDXY ANCHORS SHALL BE INSTALLED ONLY IN DRY, HAMMER-DRILLED HOLES. SPECIFICATIONS 7. INSTALLATION OF ADHESIVE ANCHORS SHALL BE PERFORMED ONLY BY ACI/CRSI CERTIFIED ADHESIVE ANCHOR VERIFYING WELDER AND WELDING 1705,2,2.1 X COPY OF QUALIFICATION CARDS INSTALLERS. INSPECTOR QUALIFICATIONS SHEET TITLE: 8, ADHESIVE ANCHOR INSTALLATIONS IN HORIZONTAL, UPWARDLY INCLINED,AND OVERHEAD ORIENTATIONS SHALL UTILIZE ADHESIVE MANUFACTURER'S PISTON PLUG AND TUBING DELIVERY SYSTEM. PLACE ADHESIVE RETAINING WELDING STAIR AND RAILING SYSTEMS 1705.2 (2.5) AWS D1.1 SECTION 6 X ALL WELDS VISUALLY INSPECTED PER GENERAL CAP IN THE HOLE AFTER ADHESIVE INJECTION. AWS D1.1 6.9 9. ADHESIVE ANCHOR INSTALLATIONS EXCEEDING 10"EMBEDMENT IN DOWNWARD INCLINED,AND DOWNWARD STRUCTU RAL ORIENTATIONS SHALL UTILIZE ADHESIVE MANUFACTURER'S PISTON PLUG AND TUBING DELIVERY SYSTEM. NOTES & SPECIAL INSPECTION TABLE SHEET NUMBER: S 0 ■ 3 j STRUCTURAL KEYED NOTESFOUNDATIONPLANT z 1 8" MEDIUM WEIGHT CMU WALL, PARTIALLY GROUTED W/#5 VERT BARS AT 32" 00 AND (2)#4 HORIZ A FOR A COMPLETE LEGEND OF ALL CALLOUTS AND SYMBOLS SEE COVER SHEET AND BARS TOP AND BOTTOM OF WALL AND AT 48"00 MAX SCHEDULES. F R O E L I C H 2 GROUT(2)CMU CELLS W/#5 VERT BARS AT JAM/PILASTER AT EA WALL END/OPENING-TYP B CONTRACTOR TO LAYOUT CONTROL JOINTS PER THE CRITERIA IN STRUCTURAL NOTES AND �+ I N Boones e ra s SUBMIT TO THE DESIGN TEAM FOR REVIEW AND APPROVAL. 17700 SW Upper BFerry Rd. 3 NEW 6" CONC SLAB W/#4 AT 18" 00 EA WAY 3" CLR FROM BOT Suite#115 C ALL SLAB ON GRADE FINISHES SHALL BE PER ARCHITECT. Portland, Oregon 97224 Office: (503)624-7005 D REFERENCE ARCHITECT FOR ALL EDGE OF SLAB DIMENSIONS. Portland, OR. Bend, OR, I Denver, CO. E PLACE SLAB ON GRADE PRIOR TO BACK FILLING WALLS. froelich-engineers,com F WALLS SHALL REACH DESIGN STRENGTH PRIOR TO BACK FILLING WALLS. 7 G MONITOR WALLS FOR SIGNS OF SWELLING OR DISTRESS DURING BACK FILLING AND t , COMPACTION. PROVIDE SHORING AS REQUIRED. • ' ^.. ;-e222;')".7 e 2^�.''""'.'.'J 7 '. :7" �` .. ,y,._,,,, Y .#,�. ,...',.,.. F Zr , ;,''„. }:7",,,,.7T""'...,..... ...,...,....�, A. .,..y„ ...L,w....i,... „,y„�.._„ ...,,..y,.. ''�n'-�: """. r. s_ �, /� ,x,.,�. .s_ .�I . . ... ._ r rte , H FIELD VERIFY ALL EXISTING FOOTING SIZES WHERE NEW FOOTINGS ARE BEING ADDED. ` i K ALL POST INSTALLED ANCHORS ARE TO BE INSTALLED W.ADHESIVE INTO FULLY GROUTED . c CMU CELL WITH 4"MIN EDGE OF GROUT UNLESS OTHERWISE NOTED. i I I L REFERENCE DETAIL 8/S5.1 FOR NEW RAMP AT LARGE CMU OPENING. ,4. � fl I TYPE SIZE REINFORCING NOTES „v/ € 1 4' 0"WIDE x14"DEEP x LONG:#5 BARS AT 12"00 -- • TRASH ENCLOSURE PROPERTIES —. CONT TRANSV:#5 AT 16'"00 TYP___3 I ,.,, €:;w ,,,,,,,,,,,,,,,,, I a_,.,. -0" x 2'-0"x 2'-3"2 DEEP (4)#4 BARS EA WAY TOP&BOTTOM 6 ' I L I ti 55.1 r 3 2'-0"WIDE x1'-8"x CONT (3)#5 LONG 3"CLR FROM BOTTOM0 N ilk rk I 2'-0"WIDE x l'-0"DEEP x (3)#5 LONG&#5 TRAN AT 9"OC, CENTER IN PORTLAND, OR SLAB THICKENED TO 1'-0" > � 4 FTG, EMBED TRAN BAR 6"W/SIMP SET 3G DEPTH x6"WIDTH W/ ( _ - 3'6"LONG INTO(E)FTG (1)#4 3"CLR FROM BOTlig ' I NIPL 1 I i .;( I (3)#5 LONG&#5 TRAN AT 9"00,CENTER IN r— --- i ;•x 1 .,.. 1..,,in 1 1 7 € 5 2'-0"WIDE x1-0"DEEP x FTG, EMBED TRAN BAR 6"W!SIMP SET 3G A�z 0 1 6'0"LONG INTO(E)FTG TYI 1 1 0 1 i E ` I 2 0 TYP AT :$` I 1 5.1 m ii MI ) 11I ��wALL ENDS €I F CAST UNDER 6 6'-0"SQ x 1'-0" DEEP (6)#5 EA WAY 3"CLR FROM BOTTOM Jr ; EXISTING FTG ' 1 1 I 1--I I I g I , 1 7 1'-6" SQ x 4'-0" DEEP - GATE FTG 6"THICK RAMP SLAB W/ 1 J ' -� ; I I NOTES: '� 1. #4 AT 16"OC EA WAY 3" I I 1 �1� J I I 1, FOOTINGS SHALL BE CENTERED UNDER COLUMNS AND WALLS UNLESS NOTED OTHERWISE, CLR FROM BOT lit ( ( I 2/ i G ./ 2 10 I 1 1 3 ; ; 2 I TYP 1 55,2 I II 1 w 9 If , 1 1 I ° 1 ' ' LI 2 r 2 1 i 1,,,..L I ,EI UJ 3 J LJ L'`' ' I CI TYP —I 55.1 • ` I € >a ee € • +:s :24 `'' E r f ,. , I 1 1 I_w € C% LI"),„‘ t 6 €€ L_ _I L_ .J 1 s {; p 1: 2 ` 4 4 I I e¢ i II I~ I 1 LL .i' E ro ,,, o I CO 3 _1 5 w (E)2'-0"W x 1'-0"x CONT S3.1 I I 5 FTG W/(2)#5 CONT. . "''"1 1 CO I '- J I' { II i j ! VI V_ 04 04 / Ir�— H I G; < tY I E V ,I 9 Allk0 Co) C) c �r 11 0 < H sI I 1 i IF € 6 L — ' J 0 PERMIT I v ii SET (E)21-0"x 1.-0"x CONT =M � r 771;:;377,5-277"AI I FTG W/(3)#5 CONT. 1s 1 2 1 ! REV DATE ISSUE TITLE 1 s I 4 2 a 1 ? I[ ] S3.1 (E)3'-0"x 4'-0"x 1'0"FTG I 1 2 j ' f! (E)3'-0"x 4'- 1' 0"x —0"FTG j I_ ,.. ...,. -- F L.. ....... ....•1 L. _ m.,.. „ . �ti,- � :n.:,�*�.: �`�=r— mi'n. x�.."__„p,: ,,z,"� , ,�,,.,,�:� ,.•-•�.., .. - ;...:��.-� ..m.._.:�a "tr,?:,.. .e�, ..c ,.c.:��::.,..�h..",.,,.M..�' ,.a..,t.`<..�,,,,�..�.�::z._M��..�r.'.�.:� .€z, ,F�`,��`__s..tz`:�..; a �.., ,........ ,� � ._ .� I~„ � I£€ _.,..,_._ ,_,_, _,. _ - _,,.., _,.... _... -..., ._� .w_ .._,_ ..._ ,..,,. w_. ..,..,. _.,._ ._.. _... ,,..__ .m.. #I PROJECT MANAGER: SNF I L ”" ` ll i (E)4'-0"SQ FTG (E)4°-0"SQ FTG E 4'-0"SQ FTG (E)4'-0"x 5'-0"FTG ( ) i �, (E)2%0"x 1,-0"x CONT DESIGNER: NKL t FTG W/(3)#5 CONT III III , - DRAWN BY: W- .. e ,., ,,,,,,,,,,,,,, • „,,,,,, .,,,,,,.., .,.,, PROJECT N O. 19-T198 . I EMBED FTG LONG BARS—',/ I M Afak DATE: 11/13/19 INTO EXISTING FTG 6”W/ 11'."'1 ,..' ,... I SIMP SET—XP 7 (E)4'-3"SQ x (E)2'-0"x 1'-0"x CONT i ,,m 1'-3"FTG ,, SCALE: AS SHOWN I 'IP FTG W/(3)#5 CONT. '.—. ,f .1\ I .W,w ��.ww.. / / ..,/,,,,,/,/,„ :' i 4 S 777-77, 772 . 1 i SHEET TITLE: l,)t 1 E71 i FOUNDATION / \............. ., PLAN• /// 1'-3"FTG 0;7 //:, SHEET NUMBER: (- 1 FOUNDATION PLAN �, SCALE: 3/32" = 1-0" l.� 19-T198 S 1 E „,,4715.,*,,,..„ ••!:;:i'5:51:3•;551L:45. FRAMING PLAN NOTES STRUCTURAL KEYED NOTES A FOR A COMPLETE LEGEND OF ALL CALLOUTS AND SYMBOLS SEE COVER SHEET AND SCHEDULES. FEET-,:i91i- ,.. 1 4 (2) SIMP SSC4.25 W./3/8”ALL THREADED ROD EMBED 3 3/8" INTO FULLY 17700 SW Upper Boones Ferry Rd. GROUTED CMU CELL W/SIMP SET-XP ADHESIVE: INSTALL(1) CLIP EA. B FIELD VERIFY EXISTING CMU WALL REINFORCEMENT SIZE AND PLACEMENT AT NEW Suite#115 SIDE W/4" MIN BTWN ANCHORS OPENINGS. NOTIFY EOR IF THERE ARE NOT#5 VERTS AT 48"OC AT CMU AND#5 VERTS AT 32" tl97224 0 AT STRUCTURAL BRICK OPENINGS. IT IS ASSUMED THAT EXISTING WALLS ARE PARTIALLY Por 5 MSSC4.25 CLIP AT EAVE SANDWICH BETWEEN BACK-TO-BACK JOIST GROUTED. Office: (503) Oregon ce: (503)624-7005 Portland, OR. I Bend, OR. I Denver, CO. I 6 HU HANGER © EA. GL TO GL BM C VERIFY SIZE AND LOCATION OF ALL MECHANICAL AND WALL PENETRATIONS. froerich-engineers.com i I 7 11 0- ,/ .,4,--id, 4."7.7.,,..,,,,:_<,...,%L.,,,,,,r zzy...,c,y,444,..17.77Tectizz.•, , _ ,•, ,, • _re,,,,z,,,zi;•,/,,, ,-,,,,,e,,i„,77777F7777.7777.< 7 HU HANGER @ EA. GL BM INTO FULLY GROUTED CMU CELL W/ 1/4"x2 D REFERENCE ARCHITECTURAL FOR ALL EDGE OF SLAB DIMENSIONS. I il i i 1 3/4"TITEN SCREWS. ,-, ' rl I E NEW MECHANICAL UNITS ARE ASSUMED TO BE REPLACING EXISTING MECHANCICAL UNITS ..._ I .0 f . OF EQUAL OR LESSER WEIGHT.ANCHORAGGE OF UNITS ARE PER HAVAC CONTRACTOR. ... .„, y T., :• ,....... — r; (E) 18" TI TJL r COLUMN SCHED '' I 1 1 i AT 48" OC i ; i • ' A 3"SCHED 40 STD PIPE . .. . . , . . i,i----- v---- i B HSS 6X6X1/4 ..., r . . 1 ! C HSS 6X6X3/8 ? r : , , , : , D HSS 8X8X1/4 I I ...1 , , ! I „ (E)5 1/8"x 24"GL BEAm i i (E)6 3/4"x 25 1/2"GL BEAM I 0 1 1 - - -- -„,5,x-.waver „ * ---- - - i '''''. ''''''''r. 1."‘",,`"7"*I" ''''' ,..::,, 3 i ! i i U 1 1 ri i; HARS H r , , - , (N) C 8x 11.5 i5 I , .53 . . I i 1 1 , 5 E 5 i INVESTMENT r, , , Ailik , . 0 ,________, ; B 1 ;- 4 1 ICIPP: PROPERTIES Mr 1 \ / 1 Mgr 1 ---t:i i - (E)28"TJW: „ AT 48” OC ' V g V'--.-.-. " 1 /... 0,... , i _Tho/--(E) RR) REMOVED & PORTLAND, OR ,,,,i B 1 I B1-71 1 r' I REPLACED BY MECH 4 irl ”'5 ro,5 ----4 1 ‘ CONTRACTOR W/UNIT OF IA ri i,' ' s rA 1,4 ri .„<., E.4 :4..e.zezeri:22.444,e,ezze..ezi i',;1 (1 e r,- , \v,i1 I \ „ 1 , „ „, ; / ', i ' EQUAL OR LESS WEIGHT I i , i, ' I A I (E) 5 1/8”x 25 1/2"GLBEI Nil L—I ---1 (E)6 3/4"x 31 1/2"GL BEAM ----e- 1" . : , i ›7‹ cs TYP Nip 4 co ' 075.1 '1 cn Z..11 2 1 MS200 DECKING 18"22 A i Ir; s .: _ 2_ i A I i (E)28"TJW GAUGE W/CLIP SPACING r.-: 0_ °.,.i i__,,, , -9.-1 1 AT 48" OC AT 3'-0" OC II (N) I-ISS8X4X1/4 BM 0 b„ , , , 1 1 C()7) 11 , --1 i sn I 16 . . .: i 5/8" PLYWOOD EXPOSURE/APA : , ‘ 1 800S250-68 HIP ' ILI i 6254- ,z ,, BACK-TO-BACK RATED SHTG W/#10 WOOD TO n W ''' ['I 1 ©--,.!'oc TYP '-\ . LAMINATED W/#10 TEK METAL TEK SCREWS AT 6"OC •i - L...., 0 ri \ 0 0 SCREWS AT 8" OC , AT PANEL EDGES AT 12"OC IN / I N .i I 0 1 1 FIELD L.1 \\F_Li) :::--ii -- E 1 5 3 • J-5.1 5' 0 1 1 5 i t". 2 ----. ' I III Wry ..,..,, . A 1 tRi Itil ,. (E) 5 1/8"x 27"GL BEAM , ,,J , (E)6 3/4"x 33"GL BEAM 1 1 1-1- i..., T ' 1 -- (NI')C12x20.7 1 1 i ,,,_ . ' a 1- Fa- ., i Ili.---- --1-0 H:_---,,,-4----------4---:=:,------,,,,----:=,,,,,, ........= Aiim , 1 Millik ,. .,'...i D i I 1 Mir v1 1 (N)W24x68 i LL vt< , i 1/1- i i Z < m , . . i., , . ,. . E i W , 5 I5 5 5-- ,. ., . • i i , ,„. Ii ul ,, 1 1 I 1(E) 32"TJW ,. i V . .• , :v I 1 1 AT 48"OC 0 , v 1 5 i 1 , 1 0 I,„', CD < ' -q- 0 0.1 1 1 i 1 ET 04 Kv 1 r- I -I S3.1/)(E)48"TJH I cK- i < uj 5 0 V 3-.53 50,35-55 E55,E AT 4'-0" OC i , CI i i k i : (0c s CD 0 cz) c! 1 s s s cs < (E) 5 1/8"x 25 1/2" GL BEAM (E)6 3/4"x 31 1/2" GL BEAM 1 T 41 .• 3 35.:1' 5.0 - 1-- 1 1 5 , t5, ---; • E. . (N)W24x68 1 . . li/r i . : , v i I (E) RTU REMOVED & i PERMIT ...I'' 7,'2'77.7777774777* , IREPLACED BY MECH CONTRACTOR W/UNIT OF SET IT- 1 € 1(E) 30"TJL EQUAL OR LESS WEIGHT 1 i 1 i i - . .. . . ..„..... .. . .. _ . ,.4!A;;) li i I 1AT 48"OC 1 I iff) (E) 18"TJI I 111 ' i I I € IAT 24OC 0.- 1 D i 4" A. A1 .:01,-, vi REV DATE ISSUE TITLE " , 01 S3.1 1 jlf 1 4! J. : — 1 Allik i: ,,..„ . . .,, :s rii I !IN . S7.1 i ;.1 ,. vl (E) 3/4"x'281/2"GLEAMI I I :,.... 571 . ,l ..5\_55 Ce5.1..,"•.,^.•/.5-A.,5"/,'5,53,' '77777 7/,z/e.,,,,,..,,,,e./7772/477.777777,7ZZA W 1 P f I (E) 1 -- TRUSSES , (N)C12x20.7 0 si i (E)TRUSSES li. 1 ;I , ,40 : . .. AT 2'-0" OC AT 2'-0" OC , I Il(E)2X12 AT 24"OC 5 OP- 5 31 .....vg ' - — 0 o,-y_s__,------- 4-#5.:Filff-Ear-4,- PROJECT MANAGER: SNF , ..„„.. .„ , i Al2" , OG I " ' c14)- -0` 1 DESIGNER: NKL SUN SKY 12"X 0.59"THICK DECKING W/ DRAWN BY: 1/4"0 x 1 1/2"AT 6" OC @ SUPPORTS '1",, ' ( 2 ) , -14 ', IN PROJECT NO: 19-T198 AND 1 1/2" SCREWS @ 15"OC AT SIDE LAPS i. -: ic\I0 '. IX G, o Nx-s 1 xc 0 9 k P \ S7.1 1 DATE: 11/13/19 ____ P 1:r- ///, i; il (()--\\A,„ w---- ,— . :„.., 1 ' w SCALE: AS SHOWN ////: 4.,-,„/1 i (N) 5 1/8"x 13 1/2" GL BM : (N) 5 1/8"x 13 1/2" GL BM '''i 1 - .4(1— F.- //1://1 .'',!.,1:27SX"Y"""'"'"'"'N.V44Alidir\ aftinVC-IN V c.,-,9 .i'i, Emu.',-Nw‘",""---------722-"----7;.611', .i I/ / 4x6 HF#2 P.T.CEILING AI JOISTS AT 3'-0" OC FIELD VERIFY CONDITION OF(E) BMS FOR SHEET TITLE:' ',( DETERIORATION; (E)CAN REMAIN IF BM ROOF FRAMING , V.....Z.-:Le./... ......Z-LIJ ; ,DETERIORATION .• PLAN SHEET NUMBER: 1 ROOF FRAMING PLAN ... . . . S1.2 SCALE: 3/32" = 1'-0" . . 19-T198 S I m 2 : .. ....... . . .., FROELICH NOTE: SHORE BEAM PRIOR TO F N Fr; I NFF P S. ; COLUMN SCHED INSTALLATION OF BOLTS TO WALL, SHIM TIGHT TO POST AS REQUIRED, BEAM -1,'7,,.70,0 SW Upper BToonerisFerry Rd. Suite#115 A 3"SCHED 40 STD PIPE BOLTED CONNECTION TO WALL IS NOT Portland, Oregon 97224 DESIGNED FOR GIRDER POINT LOAD Office: (503)624-7005 B HSS 6X6X1/4 9 ailk AM Portland, OR. I Bend, OR. I Denver, CO. froelich-engineers.com C HSS 6X6X3/8S7.1 Mr WY ' 57.21 D HSS 8X8X1/4 TYP TYP TYP 14 Ena E a VP ff' a iv , :,,,t,::,%...._: . ,,,,fri. ._.,,,..:.„-4,---•-%::, .:. TYP • .:-'' 410 ,4:-.„ ...,'.':' '..!f'=,:tt'.'„',,'..'nM't':.. .Ttiltttt':','::!M.T,T,'f.-ff^:!',;tttt,,.ttThiV ri In! n in in 'pi n n n n I n , n n n In n n n n ri in 'n Eis's E-9 clic L4X4X1/4X0'-4"AT Z-0" QC W15/8" DIA ALL THREADED ( ' . ,IN -.0 1 • W24x68 • , , 1 1 1 19 W24x68 , 1 .. . . . . ... ,. k . . ......,L . ROD EMBED 5"W/SIMP .0 A k ,., le ' / .. . .. .. ..,.. . SET ADHESIVE IN FULLY Li Li Li Ii ut Li LA Li KA LE. LI Li 1.1 Lij- LI' L) -16 Li Li 1.11 1.11 Li U Li 1U1 ' ..„... WL4/X54/X8'1'/D4IXAO'A-4L'L'ATTH2R'-E0A"DOECD '''' . 3.$44:6; GROUTED CELL TYP - -,. – 1 8'-0" OC l/i , . 7! ROD EMBED 5"W/SIMP '-2W.,„. %IA- li..;"...,....--...-;ti. MAX NSF rQ 8 7 dila ' ' 4 SET ADHESIVE IN FULLY .e E aft S7.1 IS, . GROUTED CELL TYP Mr (S7.1 : 8 _ . , . I TYP 0- HARSH 11 c , : <3, iNla\ 1 1 24'-6" MAX . 24'-6" MAX _,...... v INVESTMENT S7.1 ,, F- 10 . . E ; 3 CN\ PROPERTIES S7.1 _ _9 C'2x20.7 C . 1 . . 1 TYP I : )„„, , . .. ono .. ... . E , . (N)OPENING REF ARCH , , 1 PORTLAND, OR E 4 551 \\ . : S5.1 E: _ / i TYP E 8 I . „., , , _ ..... 1I II S5.1 c 3 _________ ..._ ___. _ ___ ..._ ______ , , 1 (N) OPENING REF ARCH 4 NEW DOUBLE MANDOOR OPENINGLL.1 \,(31.1 NEW LARGE OPENING, • ,, , . . ,,,., S3.1 19-T198 CD SCALE: 1/4"=1.-0" \ SCALE: 1/4"=-.1'-0" 19-T198 0 III ill 1- ILI F---- 0 1.1,.,1 Z < al w 5 (I) 14 < IV Mir I--- TYP TYP 0 3 C 0 \I B 3 T-4" OC E 3 4,-4,, MAXL4X4X1/4X0'-4"AT 21-0"OC 1 II C\I r-- MAX i fi- n 5/8" DIA ALL THREADED < W CL H SET 1ROD SET Z W/5/8" DIA ALL THREADED I ROD EMBED 5"W/SIMP : 3 E , pi 3 I ADHESIVE IN FULLY (5 (....) co Ci GROUTED CELL TYP C\I 0 ADHESIVE IN FULLY < (0 – E. . __c__ GROUTED CELL TYP E. , , . 0 .,.... 0 , E - H l .„., _ . .. .. . .:-- , : a PERMIT 0 .... . :',•i) ,>_:.: SET C. 1 0 . S7.1 , 10 ' ! S7.1 i ' ---- - ..... _ .... . C12 0.7 C , S7.1 : ,a%, 6: , , - , ' • ,C8x i 1.5 TYP i 1 , 0 0 • . „„„2...n.,,J_t_n__Aitmdt * * 9 REV DATE ISSUE TITLE \ • 3 '\ i . , i E 3 E 3 Aga / ii / ,' /—,/,/ /---/ TYP ' t S5.1 , . \ ' 3 PROJECT MANAGER: SNF L. , . , I 1 __— I . i DESIGNER: NKL (N) OPENING DRAWN BY: (N) OPENING REF ARCH PROJECT NO: 19-1198 REF ARCH DATE: 11/13/19 SCALE: AS SHOWN (3 NEW DOUBLE MANDOOR OPENING /7"' 2 \ NEW MANDOOR OPENING S3.1 ../? 1/4"=1'-0"198 „,,,,,,,3A) SCALE: 1/4"=1-0” 19-T198 SHEET TITLE: 19- ELEVATIONS SHEET NUMBER: -'-\\\ ELEVATIONS S3 .,. G,.1 .1) SCALE: 1/4" = 1'-0" 19-T198 n 1 , , , - _„, , . - _ , , „,,,, , , _ - , •„4 . ' , , , „,, „ • , , , . , , , ,, , „ ,,, , ,....... .. . . „.. ...., . ,. ._ ______ ....,........ .-, -..., , #5 X 3'-6"AT 12"00 EMBED 6"W/ TOP CAP &WATERPROOFING CL SIMPSON SET XP INTO FULLY GROUTED „,.....-..„,... CL WALL AND-,,„ ,,,<„ PER ARCH. (NOT BY FE) RAILING DESIGNED BY --- ---- CMU CELL ;MATCH IRAN REINF TYP. FOOTING (2)#4 CONT , „..,_„ ....,.....„.„ OTHERS(DEFERRED N #5 IRAN AT 12” 0 A / - - '''''‘V,•':, SUBMITTAL) I AT 12"OC , 9 V) 42 / ' 1 \, V" 4====:4 F R 0 E L I C F- r$ isl: #4 AT 12" QC W/SIMP SET / .-"I,,i /II ADHESIVE INTO GROUTED F NJ C; NI 655 F FR 9 ';''A :,7 I -4.0 e..4 CMU CELL (FIELD VERIFY) L4x4x1/4x0'-4"AT 24" 00 W/ WALL REINF, REF 17700 SW Upper Boones Ferry Rd. , , , L / Suite#115 , , . : .______ _ „....,,,, - .."(' . , ,, ',, ilf,1 6" EMBED ta. 1775-*' is-5 ,..4 5/8" DIA ATR EMBED 5"W/ PLANS - Portland, Oregon 97224 CL 16/' I ii/1 SIMP SET ADHESIVE INTO CMU WALL AND 6 I 1,,A fri. \ 14-1 14 FULLY GROUTED CELL Office: (503)624-7005 omili sou REINF, REF PLAN Portland, OR. I Bend, OR. l Denver, CO. -` (E) CMU WALL (3) SIDES/ / #4 LONG AT _._i LA ri 3/16 / I I:'119]....„ ;.'''....; ,,! froelich-engineers.corn ,.. STEEL COLUMN < , x ' ._ I ' 12" QC Co VA --.1` I : v-'.1. REF PLAN LL /'i .i./„I 12/) cr , 4 •,.. ,.. , ...... . ,, .. ,,... . N - I 1 1 Fr rA , ( 8;EcRmEuwaAvLELD < DOWEL VERT WALL #4 HORIZ AT ki ...,- ',-. 52.;:tr2 n / BLOCK-OUT AROUND COLUMN: TOm REINF INTO FOO /TING W/ 9- STANDARD 90 DEGREE ....;44,‘"'';'............. .................................................................................... ...........,::,' '''''''°'''''''''' FILL W/ NON- SHRINK GROUT „,„, r''S.-1 #5 VERTS AT 12" 00 , I ''',::::: , . ,., -to HOOKS (ALT HOOKS) _ ' . ...„ .. ,, ..... COMPACTED FILL BY -,:1) . :.-, 2 i55551 55 . .,.. , . . , .. ..- STD HOOK INTO FTG VI - , .„, . • ... OTHER 4.9 MATCH (E) SLAB ' - '''. ' .•.,,,I.4'..- 35444,1 or -,..,,,,, .„, PLAN FOR SIZE ' EXTERIOR GRADE OR -7 0 --"\\.\.1,- SIDEWALK, COORDINATE (2)#4 CONT"- - : =-7"-- W/ARCH AND CIVIL 1- „ 4 4 - 4 ;ig. 4 : ---6---"----- -- 6-8 - ,- i.,-- ,„., i ; , \ -----• . i w '-`2'., •;•-•,,,, - - r , . ,-Y, 4 '5-s, (N)CONC OR ASPHACT - 0 / j1 7 . „. „„ . CAST AGAINST STEM w , - u.„ I ' / 0'-6” 1 HARSH , . \ WALL BY OTHERS 5 , ' ''` Am 1 WW 4 . ' i:,.-i,4-4-H;14.21 ?;_...:, .,,:,:;, -i z ,... 1 „. , . , , . 4" MIN / ' '0. INVESTMENT EDGE DIST -FTG,:REF PLAN DTH & REINF 1 ' s / WI / i i PROPERTIES REF SCHED ', cor 1 .s ; I / / 3 CLR RF SCHEDULE FOR F G PORTLAND, OR SIZE AND REINF (----8- \\ NEW CONC STAIR o =6D'c- ....... „,.....„,,NN, N7 5.1 SCALE: 1" = V-0" 19-T198 REF PLAN FOR FTG / 1 TRASH ENCLOSURE CMU WALL TO FOOTING , r, SIZE AND REINF NEW CONC FTG CENTERED ON NEW S5.1 SCALE: 1"- 1-0 19-7198 COLUMN L4x4x1/4x0'-4"AT 24"00 W/ r-47\\\ STRIP FOOTING REINFORCEMENT 5/8" DIA ATR EMBED 5"W/ _ . . . . ... , SIMP SET ADHESIVE INTO to \\\,,,,, 1 SCALE: 1"= V-0" 19-T198 \ I FULLY GROUTED CELL .....1 \-.... #4 LONG AT 12" 00; (3) SIDES , ., I ti/ ',1 HOOKED INTO FTG / 3/16 / N., -:,];:., 4 III STEEL COLUMN , . .„ , ..,, ,-,....4 IREF PLAN 40000._ , - ., .... .„- / A #5 TRAN AT / 05,1 >_, ., , , 12" OC I 1--- --,-,-.„..., 0 X RUN, REF ARCH r 0 BLOCK-OUT AROUND COLUMN: 1 , ' ''-', :;': (TEO)8;ECREMOVED rx 2 cL FILL W/NON-SHRINK GROUT 9 -.1 iv < 3..,4 ,..,, III (1,1-U -,-.. 1 „„‘ ,„,,_ „„,, w c, MATCH (E)SLAB 1" NON-SHRINK F.-- ...... , w-- (E)SLAB LEVEL W/(N) CONC. GROUTZ ._,.... METAL GATE DESIGNED #4 x 2'-0"at 16" 00 EMBED INTO(E) SLAB W/SIMP 6" `' H : .., , , BY OTHERS ,-1 -(E) GRADE LU #5 TRAN AT 12" 00; EMBED-/ • .....-------7" -7---7-7--/- SET-XP EPDXY '' 4 „.„......,,,...... ..„.„„ , INTO EXISTING CMU WALL 6" ! 0 0 LU -1.„.8„.,..' i i I 11-71-1_ „...__________.-1/4" CAP PLATE W/SIMP SET ADHESIVE i CL . --..,t_ t'.."1----,I r .- i r----, 1 1,, . LA.. • N..„. 4 4 1 r.1 =7. ,17:::-:,„1„,./-"-I 1."---I,J, Z , k. 1 , CC/ ., rl I-W _,,,,--'--"---*** T , I • ; . . (N) CONC FTG, . I.', 1 : ;;I- EDGE DIST cr . esi 1 , , z < REF PLAN ___I : „g- I. , i , 0 j lo.k.... LIST liar A '---- i HSS GATE SUPPORT COLUMN, H ,,, . .............„ . . . 5 5 REF PLAN, EMBED INTO a _i 9. , FTG SIZE & REIN, II 1 t I THICKENED FIG 5 4)- 5.54 -5,5 k5-- a < 2. Tr REF PLAN II I i,' i II v. , , ! I , 0 CNI 11 (NI / 4/ \ 6" 2. i "-0" MIN 5 I r..- a) < < - a_ X HORIZONTAL BARS , /I VERIFY > 0 EMBED INTO(E) FTG Wi ,, ,, Lu > - I , SIMP SET-3G EPDXY C9 0 (I) 7 NEW CONC STAIRIL 2ii, , , , i 0 < . ., , . , ..,, ..„ . , , . i .„,„,„, ii ' II — . _ S5.1 SCALE: 1" = V-0" 1 I 1.- 19-T198 I I t ' I t t s ; II I I . (3)#3 HOOPS AT 2" 00 TOP OF FTG 2 STRIP FOOTING EXTENSION il 1 S5.1 SCALE: " " 19-T1981 = V-0PERM IT „.,..==., SET 4 4 4 . 4 .4 , 7,:,)17)7N-7.7;-, ,, ,,.,,)(- ...3k,-, c.; „, I : 4 Or L)0 OL.''0 0'.-)0 0( 1:1. Odvel3 1/4 / 81 >- f N4,,,, z ......„ . ,..... : ----PL 518”'....1 _ 4 ,c--...„ 0 • .-- REV DATE ISSUE TITLE #4X30" EMBED INTO(E) SLAB a_ 4 1- \ '• LL 4 I., ,:i 1/2" TYP 4"W/SIMP SET ADHESIVE —(E) CONC SLAB w .1 4 #4 LONG BAR AT cL / /I/ 16"OCI 8,, 4" EMBED A #4 LONG BAR EMBED SPOCE. ir,i ,,,,, 4 - _ W/SIMPSON SET-XP ,..„,- SID‘-'i\P 1— ---- SECTION AA 'A ,:r L.,.---.....1 ADHESIVE 4 - .7. j: A ,a 'I' a SLOPE REF ARCH . ‘.. _ II lit iii-i— doev ,-COL, REF PLAN • I _ - 1,1111 .4. 9 Li 9• • , —N)-..- PROJECT MANAGER: SNF (N)6" CONC RAMP SLAB W/#4 AT —1 I I III--- (N)SLAB BY OTHERS r . • . I I 76 DESIGNER: NKL ° 16" 00 EA WAY 3" CLR FROM BOT, :I I il1 THICKEN AS REQUIRED AT / REF PLAN ) DRAWN BY:'''. - , A I l' / a TRANSITION + 6. I I , PROJECT NO: 19-T198 .. -k..k ,..i..,_ ,.. , (E)CONC SLAB-- t: r.,:-• ' ,.. DATE: 11/13/19 it (E) FTG& STEM WALL::1)-------------- --- -4P- - is a\ .0., 0 , .., h,,,,,,,_ : .. W---7- SCALE: AS SHOWN . CO (Th GATE SUPPORT FOOTING DETAIL . . . u., , 5/8" DIA ALL THREADED . 85.1 19-T198 SCALE: 1" = V-0" ...<5.1 CL ; . 5 5 , ROD, EMBED 5"W/ SIMPSON SET 3-G LL . - SHEET TITLE: 11.1 II ADHESIVE w FOUNDATION DETAI LS , • • • (3 —I. ,, 8 INTERIOR RAMP DETAIL j,FTG SIZE & REINF REF PLAN/ \,, 5.1SCALE: 1" V-0" 19-T198 3 COLUMN CONNECTION TO FTG . . SHEET NUMBER: S5.1 19-T198 .,. . ...,.... . , ... .....,