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Plans BU P2017 - 00030 RECEIVED f , FEB 7 2017 CITY OF TIGARD BUILDING DIVISION Jones Lang LaSalle Client Representative 14,1,,,,,„,,,, rhitilio,,, 0 ,,,1 I, i 1 100 , ,, '41H it w, ,ld;,0411;11,0, _ _ . Is -----v. ,,otv ,101,1,,, ,,,, 800 5th Avenue 16th Floor __. - - -A let,0 10,4, lir • 11,,1 t,,} irli 4 11111t 44 :_-_: --Z 1 lts 41114111' ,,lit,I 1111111 ' 4 l't 111'lill 111! - -. M *. ---A --- -A 4 I 1 :11111JII;II I 111;1111111 40 Olt: 41111„-x i „, i 0 „,-; -.... 4 4, . 4 --. r Ill,1 i 11,1 it 1 0 il Ili 1,1 j j Seattle WA 98104 i --,-- I -.-4 - 1 -% -A 1 — 3 -4 N itildiv i ,ittlit' ,1311,t11,1,;itit t -4 i 4. ... .1. i , 4 _7. =-.- 1,I 1111!0 I, , 1, I,i , it , 1 l' A . _ -4 1 2 ,00 t;.1,tht di -N v 4 1 i 4. 1 :SE _ --a -.;. 4 7 ; 1 ,--, A 4 z -.s I 4 '1!,i ;11 " .. a 1 V 4 1 ilr h I 4.- -1 - a _-5. - -__ - Contact: Jenny Shaw i ri a a ..i. i \ 1 : N. — -; -z 'A. a .4 - i --44‘.. it. 1 4. mt - ...- -.1.---- - . 4 --.. — -I ... -,. I i. x.... --.. ..,,.. ..... z7. -4 --,.. ..„, _._ -- - - Phone: 206.707.6531 __________ _ __________ _________._______________.__ „,„ __ _. _ _ __ _ --'i-Ir,-,., „-- ----.,---v- _, __ ,— --- ---= ----=---.--- _,---- -- --=,-—_-.,-- - ==-_-. - — - — ..-_—____,—___ --- __ —-- —__=_____ —_ _ ._- Email: jenny.shaw(2am.j11.corn ATM Kiosk 11=11 , . - ,. _ reenway Shops Gensler Architect SW Scholls Ferry Road 2101 Webster Street Suite 2000 Oakland CA 94612 Contact: Jeff Schmierer Phone: 510.625 .7467 Tigard , _ -111 - R 97223 Email.• 'eft' schmierer J @gensler.com , . Henderson Engineers Inc . Electrical Engineering 5555 Redwood Street, Suite 201 Las Vegas, NV 89118 Contact: Dominic Pedotto Phone: 702.635.3508 • Email: dominic.pedotto@hei-eng.com Issue for Permit Pavement Engineering Inc . September 12 , 2016 Civil Engineering 3820 Cypress Drive, Suite 3 Petaluma CA 94954 Contact: Mike Wasden Phone: 707.769.5330 Email: mikew@pavementengineering.corn - - . CITY OP TIGARD REVIEWED FOR CODE COMPLIANCE APProved: EL8-1-' orc: , Cardno Permit A ropt- lir ' 4110 —*stag” Address olft .NIIVMMU, Suite# I A lc.c.) s co se,Aat j r' 40/06 Civil Engineering BY: stilitimmt: ir taw Date: a t , 5415 SW Westgate Drive Suite 100 Approved plans • shall be on job site. Portland OR 97221 .... OFFICE COPY Contact: Matt Lewis ,.; ., Phone: 503 .419.2540 t . Email: matt.lewis@cardno.com 8 ra q q a. q 1 % S 3 't 1 i 1 9 _______. _ ., Bank of merica DISABLED ACCESS NOTES GENERAL NOTES GRAPHIC SYMBOLS DRAWING INDEX PROJECT INFORMATION ATM Kiosk 1. THE AMERICANS WITH DISABILITES ACT(A.D.A.)PROVIDES THAT ALL ALTERATIONS TO A 1. ALL WORK SHALL CONFORM TO THE AMERICAN WITH DISABILITIES ACT(A.D.A.),ALONG WITH PROJECT ADDRESS: SW SCHOLLS FERRY ROAD Greenway 5110 FACILITY MUST BE MADE IN SUCH A MANNER THAT,TO THE MAXIMUM EXTENT FEASIBLE,THE ALL STATE,COUNTY,AND LOCAL APPLICABLE CODES,ORDERS,ORDINANCES AND Co N STRU CTI O N ARCHITECTURAL TIGARD,OR 97223 y P S ALTERED PORTIONS OF THE FACILITY ARE READILY ACCESSIBLE TO INDIVIDUALS WITH REGULATIONS. NOTIFY ARCHITECT PRIOR TO START OF WORK OF ANY DISCREPANCIES SW Scholls Ferry Road """ 4�► DISABILITES. BANK AND THE GENERAL CONTRACTOR ACKNOWLEDGES THAT THE BETWEEN THE DRAWINGS AND CODE. ALL WORK SHALL CONFORM TO THE MOST COVER SHEET PROJECT NAME: BANK OF AMERICA ATM KIOSK-GREENWAY SHOPS �� #'41 ''.-40:11* REQUIREMENTS OF A.D.A.WILL BE SUBJECT TO VARIOUS AND POSSIBLY CONTRADICTORY RESTRICTIVE REQUIREMENT. NEW PARTITION A00.00 PROJECT INFORMATION,DRAWING INDEX,LOCATION MAPS,SYMBOLS&NOTES Tigard, OR 97223 INTERPRETATIONS. THE ARCHITECT THEREFORE,WILL USE ITS BEST PROFESSIONAL El '•--,.._- REFERENCE TO PARTITION TYPE A00.50 OVERALL SITE PLAN PROJECT DESCRIPTION: ADDITION OF FREE-STANDING ATM KIOSK IN EFFORTS TO INTERPRET A.D.A.REQUIREMENTS AND OTHER FEDERAL,STATE AND LOCAL 2. BEFORE COMMENCING WORK,CONTRACTOR SHALL BECOME FAMILIAR WITH DRAWINGS, EXISTING SHOPPING CENTER LAWS,RULES,CODES,ORDINANCES AND REGULATIONS AS THEY APPLY TO THE PROJECT. SCOPE OF WORK AND VERIFY EXISTING CONDITIONS AND DIMENSIONS AT THE SITE AND A02.00 DEMOLITION,CONSTRUCTION&ROOF PLANS THE ARCHITECT,HOWEVER,CANNOT AND DOES NOT WARRANT OR GUARRANTEE THAT NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. A11.00 EXTERIOR ELEVATIONS PARCEL NUMBER: 0220026013 BANK OF AMERICA WILL COMPLY WITH ALL INTERPRETATIONS OF THE A.D.A.REQUIREMENTS OFFICE--- ROOM NAME AND/OR THE REQUIREMENTS OF OTHER FEDERAL,STATE AND LOCAL LAWS,RULES, 3. PRIOR TO STARTING WORK,THE GENERAL CONTRACTOR SHALL SUBMIT TO BANK OF 04F06 ROOM NUMBER PROJECT OCCUPANCY: (B)-BANK(UNOCCUPIED) CODES,ORDINANCES AND REGULATIONS AS THEY APPLY TO THE PROJECT. AMERICA PROJECT MANAGER AND ARCHITECT AN ITEMIZED COST BREAKDOWN OF ALL WORK AND A CONSTRUCTION SCHEDULE. WORK TO BE SCHEDULED TO MEET BANK OF (XXXXX> DOOR NUMBER(WITH SCHEDULE) CIVIL ENGINEERING CONSTRUCTION TYPE TYPE III-B NON-SPRINKLERED AMERICA REQUIREMENTS. 4. ALL WORK DESCRIBED OR INDICATED IN THESE DOCUMENTS AND ALL WORK DEPENDENT C0.0 COVER SHEET BUILDING GROSS SQ.FT.: 75 SQ.FT. • UPON OR NECESSARY TO COMPLETE THIS WORK SHALL BE EXECUTED IN A WORKMAN LIKE ALIGN ALIGN WITH ESTABLISHED Cl.0 EXISTING CONDITIONS AND DEMOLITION PLAN MANNER CONSISTENT WITH THE BEST STANDARDS OF THE TRADE INVOLVED AND BE OF i $ SURFACES C2.0 SITE PLAN AND DETAILS BUILDING HEIGHT: 11'-4" ITEMS AND MATERIALS SUITED FOR THE PURPOSE INTENDED. C3.0 GRADING PLAN Q SHEET NOTE BUILDING STORIES: ONE(1) 2101 Webster Street 5. TRADESMEN,CRAFTSMEN,INSTALLERS,FOREMEN,SUPERVISORS,AND SUBCONTRACTORS Suite 2000 SHALL BE SKILLED,EXPERIENCED,AND LICENSED IF REQUIRED IN THE WORK THEY WILL BE Oakland, CA 94612 PERFORMING. OA REVISION REFERENCE STRU CTU RAL ENGINEERING BUILDING CODE REFERENCE: 2014 OREGON STRUCTURAL SPECIALTY CODE Telephone 510.625.7400 2014 OREGON MECHANICAL SPECIALTY CODE Gensler Facsimile 510.625.7499 6. PROJECT CONSTRUCTION ITEMS TO BE NEW,UNLESS OTHERWISE NOTED. NO S01.01 STRUCTURAL NOTES,FOUNDATION PLAN AND DETAILS 2014 OREGON ELECTRICAL SPECIALTY CODE SUBSTITUTIONS WILL BE ALLOWED UNLESS COMPLETE DESCRIPTIONS OF ITEMS INCLUDING EXTERIOR ELEVATION INDICATION 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE DRAWINGS,TEST DATA,SAMPLES,COST AND SCHEDULE CHANGES ARE SUBMITTED BY THE ROW ON ELEVATION SHEET WHERE SHOWN 2014 OREGON PLUMBING SPECIALTY CODE CONTRACTOR AND APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION. ANY ITEM xa DIRECTION OF ELEVATION 2014 OREGON FIRE CODE • NOTED ON THE DRAWINGS THAT ARE NOT AVAILABLE OR WOULD CAUSE A TIME DELAY Wi SHEET WHERE SHOWN SHALL BE IDENTIFIED BY THE GENERAL CONTRACTOR AND NOTIFIED THE ARCHITECT. ELECTRICAL ENGINEERING 7. TYPICAL DETAILS AND GENERAL NOTES SHALL BE USED WHENEVER APPLICABLE U.O.N. ALL INTERIOR ELEVATION INDICATION E00.00 SYMBOL LIST AND NOTES SCOPE O F WORK SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION SITE POWER PLAN A_______._ LOCATION ON ROW WHERE SHOWN STANDARDS. IF CONTRACTOR HAS ANY QUESTIONS REGARDING THE SAME OR THEIR DIRECTION OF ELEVATION E00.51 SITE LIGHTING PLAN EXACT MEANING,ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION. A z�cx- ROW ON ELEVATION SHEET WHERE SHOWN E00.52 SITE PHOTOMETRIC PLAN ERECT A FREESTANDING SELF CONTAIN ATM KIOSK IN AN(E)SHOPPING CENTER OUTDOOR SHEET WHERE SHOWN E01.00 ONELINE AND SCHEDULES WALKWAY WHERE WORK INCLUDES SITE WORK,ARCHITECTURAL&ELECTRICAL. 8. DIMENSION LINES ARE TO FACE OF FINISH ON EXISTING AND NEW WORK,UNLESS NOTED AS FACE OF STUD OR MASONRY OR CENTER LINE OR OTHERWISE. DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE AND LARGER SCALE DRAWINGS SHALL HAVE PRECEDENCE L12.Nw aos.ol N DETAIL NUMBER siM�, SHEET WHERE SHOWN OVER SMALLER SCALE DRAWINGS. DESCRIPTION OF SIMILAR OR OPPOSITE FLOOR LEVEL AND AREA OR PHASE 9. PROVIDE SHOP DRAWINGS WHERE INDICATED AND FOR ALL METAL FABRICATION OR WHERE --_. THEY ARE CALLED OUT FOR ON THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR ~`'�- AREA TO BE DETAILED SHALL SUBMIT FIVE(5)TO THE ARCHITECT WITH AMPLE TIME TO REVIEW. REQUIRED CORRECTIONS WILL BE NOTED AND A COPY WILL BE RETURNED TO CONTRACTOR WHO ��,�. MILLWORK SHALL REVISE DRAWINGS AND RESUBMIT FOR FINAL APPROVAL PRIOR TO FABRICATION. 10. CONTRACTOR TO SUBMIT SAMPLES OF ALL FINISH MATERIALS TO ARCHITECT FOR IK ACCESS DOOR APPROVAL PRIOR TO INSTALLATION. CEILING MOUNTED EXIT SIGN, 11. CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF AS-BUILT DRAWINGS NOTING (3} SHOWS QUANTITY OF FACE(S) DEVIATIONS BETWEEN THESE DRAWINGS AND ACTUAL FIELD CONDITIONS AND NEW AND DIRECTION OF ARROW(S) CONSTRUCTION OF ALL TRADES AND DELIVER TO BANK OF AMERICA AT END OF PROJECT. GENERAL CONTRACTOR SHALL PROVIDE ALL SUBCONTRACTORS WITH THE MOST CURRENT CONSTRUCTION DOCUMENTS THROUGHOUT THE PROJECT,INCLUDING ALL REVISIONS. 12. CONTRACTOR TO NOTIFY ARCHITECT AND BANK OF AMERICA PROJECT MANAGER OF ALL FINISH REVISIONS TO THE DRAWINGS AND CHANGES WITH SCOPE OF WORK OR SCHEDULE REQUIRED BY GOVERNING AGENCIES,FIELD CONDITIONS OR BANK OF AMERICA PERSONNEL REGARDLESS OF EXTENT. ALL REVISIONS TO BE IN WRITING AS CHANGE ORDERS AND ,,ti WALL FINISH APPROVED PRIOR TO STARTING WORK. riTTTI'maBASE FINISH I A Issue Date&Issue Description By Check EXTENT OF FINISH 01 09/12/2016 13. CONTRACTOR TO PROVIDE PROTECTION TO ENSURE LIFE SAFETY OF PUBLIC,TENANTS AND ISSUE FOR PERMIT WORKERS AS REQUIRED BY FEDERAL,STATE AND LOCAL CODES THROUGHOUT )0000( WALL FINISH CONSTRUCTION. CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT PEDESTRIANS. EXTENT OF FINISH 14. CONTRACTOR TO VERIFY EXISTING STRUCTURAL CONDITIONS AND REQUIREMENTS OF NEW WALL FINISH CONSTRUCTION PRIOR TO START OF WORK. CONTRACTOR SHALL FURNISH ADEQUATE SHORING,BRACING,ETC.,AS REQUIRED TO SAFELY EXECUTE ALL WORK AND SHALL BE © WAINSCOT FINISH FULLY RESPONSIBLE FOR SAME,UNLESS SPECIFICALLY DETAILED IN THE DRAWINGS. 441100 �� BASE FINISH CONTRACTOR SHALL PROVIDE ALL REQUIRED BLOCKING,BACKING,FRAMING,HANGERS OR EXTENT OF FINISH VICINITY MAP . OTHER SUPPORT AS NECESSARY FOR ALL FIXTURES,EQUIPMENT,AND ALL OTHER ITEMS REQUIRING SAME. (xxxxx) SPECIAL FINISH 15. SITE AND BUILDING SHALL BE MAINTAINED IN A CLEAN,SAFE MANNER,DIRTY/NOISY WORK SHALL BE PERFORMED AT SUCH TIME AS DIRECTED PER THE OWNER AND/OR CITY. WHEN • THE WORK OF VARIOUS SECTIONS ARE COMPLETED,AND AT OTHER TIMES AS DIRECTED BY =OaFLOOR FINISH .::.: t 44f 3e__. BANK OF AMERICA,OR OWNER. ALL TRASH,DEBRIS,SURPLUS MATERIAL,TOOLS AND l ‘ , EQUIPMENT TO BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER,LEAVE :._. f.t PREMISES IN A CONDITION ACCEPTABLE TO BANK OF AMERICA,OR OWNER. X CHANGE IN FLOOR FINISH 16. WHERE EXISTING CONSTRUCTION,FINISHES OR EQUIPMENT TO REMAIN ARE DAMAGED BY ,, WORK IN THIS CONTRACT,THEY SHALL BE PATCHED,REPAIRED,OR REPLACED AS ` { ; Bank of America ATM Kiosk Greenway Shops SW Scholls Ferry Road e'er Tigard, OR 97223 2101 Webster Street Suite 2000 Gensler Facsimile 510.625.7499 Oakland, CA 94612 gW SCHOILSFERRY ROAD Telephone 510.625.7400 i N...,i J �I — 44, C �. �-� .: �� .//// (E)BUILDING o (BANK, BAR) jL.,,„%„.....::: I ,....„"ze: •-, /*? '-‘„, 1 '' 77-„,„.-."--- )`'---, --1/7-----4:, 7 '-'-'"---.. (E)BUILDING \ r /J -`� 'C // r / /�r \` -'" I (E)RESTAURANT r----- 4111%. 7-7 ,---' i �I i/, % �, ' //,-- -- /''' // ( � Issue Date&Issue Descdptlon By Check \ ) 01 �• I ,` I ISSUE FOR PERMIT �, / ,- / ' ---- ---..„,Th..._.„, AREA OF WORK, (E)BUILDING' � .., / ( (BARBER, RESTAURANT) i'-.,,,, --/ 1 SEE A02.00 \\ \ \ i. x a- cn , (: ,•::):---'" 'C: ::.' ,)' vv„,,,,-----,- w �``�. r' / ��\ / / \\ \�\\,') ® (E)BUILDING �� . I \ / %, \ / �/ \\ \ ` A A/ - F.m-I 1 riii,1/4?4 i:11--41:114 41 !Th ZiE >) \ \ � : XV5\\27II —— •••,,, 12 ( 1=1 I a � AREA OF WORK, I ® I SEE CIVIL DRAWINGS ® J iiimsii idilidl_ (E)BUILDING (E)BUILDING Seal/Signature ti� KARENHTHOMAS c's 6756 i--3• • SEATTLE,WA ��� 2Y nt- Project Name Bank of America ATM Kiosk Project Number 33.0809.016 Prototype Layout A00.50 IDescription OVERALL SITE PLAN a a op I Scale 0 I o 10' 20' 40' 80' 0 A00 . 50 OO ■ 5O North RI s OVERALL SITE PLAN IR 2 SCALE: 1" = XX'-0" 1 ©zots Gensler e t 3 SHEET NOTES DEMOLITION: ZJNAY — 01 (E)�\ Ba om rl a ioS.„. 02 (E) C . 1 t F • . 1 03 ) TGreenway Shops 04 (E(E) SDOWNSPOUTEELSIGNSTRUCTURE&CONDUITSTO. REMAIN. SW �� u � I Ti ard, ORScholls 97223Ferry Road 05 WAY ACETN. g 06 REMOVE(E)WALK(E) CONCC. BENCHNTED &BRICK ASSOCIATED ANCHORS. I 07 REMOVE (E)CONC. PLANTER STRUCTURE, SOIL& IRRIGATION LINES. 08 SAWCUT(E)CONC. &ACCENT BRICK WALKWAYS, REMOVE (E) SOIL TO ACCOMMODATE 1 ATM KIOSK FOOTING. COORDINATE WITH MEP 01 TYP. DURING EXCAVATION WHEN ENCOUNTER UNDERGROUND UTILITIES. SEE STRUCTURAL DRAWINGS. a 2101 Webster Street Suite 2000 A09.00 Oakland, CA 94612 CONSTRUCTION: Gensler Telephone 510.625.7400 B OUTLE OF ROOEABOV . Facsimile 510.625.7499 1211 EXTENIND OF ATM(E) CONCF .DGE FOUNDATIONE , SEE f 14 15 13 TYP. 16 I STRUCTURAL DRAWINGS. 13 4 4"O X 36 HEIGHT CONC. FILLED STEEL PIPE -. ::.:•'•01=: '`::-:::: ::::'::.. ' BOLLARDS COVER BOLLARDS WITH PANTONE OLA DSL COOL GRAY 36 HDPE B L R EEVES WITH • ° •:•:.. . . •.:. S •.::: . ;: :•. RSTEce RDURCETFULRAECLTIDVRAE SWEIRIGESS TA PES. SEE f'.....:...:..,:.:..........;•...................:.:..'...:•:-..::.:-.::i.....:...:.....1....-.1.1:1...-..:.:.: 14 COORDINATE WITH ELECTRICAL DRAWINGS FOR 1 A....2-.........1•.,:::.:•••:..:.f.i.:..:;:::.-::.;..::::.••••••,.:.:::...*.::.•'.-......::...::1.:.:.'i..:.:-:.::1.-.....*::.::...::...1.::::..:..:......;:::::....:.:1.:....-.11-1:::.:.-1:..-.:::..::1..:;::::....:.!.;...f.:......::..-1.-:.......:1;.!..*:.:-...-::..:....;-...:!...1",...--.:::-......:...-:: :.:::-..::.,:.-..::1::::".--.:.:-':.::.....-:.....‘::'..i...:::...:::::;.:...•;.::-'.:.:::•.-..::.::..:,•:..i....:::.:.:.::..::..':.. ISTUB-UPS( 0C Fe A . w 09 00 I 15 ATM KIOSK, SEE ATM MANUFACTURE DRAWINGS. :.:....-.1.:::: ...;.....'"::: : 16 FILL PLAZA WALKWAY WITH COMPACTED SOIL, I CONC. & FINISH TO MATCH E ADJACENT FINISH. • SEE STRUCTURAL DRAWINGS t •,%*::-. - ' ]• 17 O PEN PLAZA WALKWAY 0 TYP. • TYP. f----E �. ; 18 EDGE OF(E)ADJACENT ROOF STRUCTURE. D I , 19 ATM KIOSK CANOPY. Alit o EQ. 11'-6"VERIFY MFR. A09.00 EQ 20 �' .� BELOWOUTLINE. OF ATM KIOSK FOUNDATION PAD 21 OUTLINE OF ATM KIOSK BELOW. IL1 Issue Date&issue Description By Check CONSTRUCTION PLAN 01 6 " � ISSSUESUE FFOOR PERMIT SCALE: 1/2"= 1-0� .4‘,.f.-f,37 ] , , , , , K/Z, 1. -.l at L__�.�_._ I I 1 g C.) . 01 TYP. _ I _ I 20 _ 1 w l 21 .. _._- GENERAL NOTES _ _. . � _ os C.) Seal/Signature I– -�- -�-— � A. COORDINATE WITH MEP DRAWINGS FOR - O O �� I I I— —� I ADDITIONAL SAWCUT&TRENCHING FOR D A c..... ..... UNDERGROUND UTILITIES. ��REN H TNOMAS t..6 L I I B TM & 6756 r4aikIAi-t _ I 06 I II FOUNDATIONSPECIFFICATION SUPPORTFOR PRIORKIOSK TOSIZE DEMOLITION. �, sEATTLE.WINA. COORDINATE DRAWINGSFOR WITHSITE CIVILWORK&STRUCTURAL OF O ! rT— —— — L————r—i I . I Project Name I I � I I I I I 1 1 Bank of America I IL I I I CO I I I I L —__—� I I LL -_ _ -.__ I — t I ATM Kiosk . — — - -- - I—II —f —f f I I I I I I I I I I 1-1-1-1 I I I I I I I I I — I1_11IIIIIIIIIIIIIIIIII Project Number — _-- -- _ -- - __-- ■ —>—I— I I I I Il I Il Il Il I I Il Il Il Il I Il I I I I I 1 L L L LL---- — 33.0809.016 02 TYP. 18 TYP. TYP. IPrototype Layout ,: A02.00 I Description ii � DEMOLITION,CONSTRUCTION&ROOF PLANS a m v I Scale MuminrillaRi CD S g o - 0 1' 2' 4' fpaV A02 .00 8' J gA02 .00 North U tD O Oi ROOF PLAN DEMOLITION PLAN ©2016 Gensler SCALE: 1/2"= 1'-0" SCALE: 1/2"= 1'-0" Q t m ' m 3 SHEET NOTES • oAmericaBank 01 P-1 URETHANE FORMULA, MATHEWS PAINT CO. • MP02650, GARBO SILVER, ATM iO s KIOSK FACES GLASS FINISH. 02 P-2 URETHANE FORMULA, Greenway Shops MATHEWS PAINT CO. SW Scholls Ferry Road �� MP58477, DARK GRAY, .11 CANOPY CANOPY REVEAL &TOE KICK. Tigard, OR 972234111111fr 03 P-3 URETHANE FORMULA, MATHEWS PAINT CO. MP21314, SOA 6194 SP, CHAMPAGNE METALLIC, ALUMINUM CANOPY. 04 P-4 URETHANE FORMULA, MATHEWS PAINT CO. MP49696, BOA RED, KIOSK SIDES & FRAME. 05 P-5 URETHANE FORMULA, MATHEWS PAINT CO. MP10252, PMS 187C, DARK RED, KIOSK SIDE GRAPHIC ON P-4. 2101 Webster Street Suite 2000 06 (E) PLAZA WALKWAY. Oakland, CA 94612 07 FACE OF THE DOOR IS FLUSH WITH EXTERIOR Gensler Telephone 510.625.7400 Facsimile 510.625.7499 WALL. 08 LOCKSET& DOOR PULL. 09 SECURITY PEEP HOLE. 10 ATM SECURITY SERVICE DOOR. 11 DOWNLIGHT. 12 ELECTRICAL METER(NOT SHOWN). 13 ATM MACHINE. 14 WAYFINDING PANEL. 15 ILLUMINATED SIGNAGE WITH PUSH THRU BRANDING FRONT& REAR. 16 SECURITY CAMERA LOCATIONS. 1 17 ALUMINUM CLAD FABRICATED ROOF. 18 PREFERRED ELECTRICAL METER LOCATION (IF NEEDED). 1 8 j I / \ Issue Date&Issue Description By Check 01 09/12/2016 ISSUE FOR PERMIT 1161/2" / 92" / , 60" - 0 , 1 ...,,... .. - .. � ,.... ... �: � " .�.,... ,.�..:.�-� sc+.,:; »r,<v u�c: a ��'` .... .,� � � :- 17 TYP. gx �. 03 TYP ,_ , » —_�-_:_ _�_�..�.�._,:_---_._.___.._..__.e�a._. TYP. GENERAL NOTES �� m 1 TYP. ,, Seal/Signature 1 ._, L. _4,.m ., . ,, fir a r - 4...Y-E i4-1 - A% TYP. A COORDINATE WITH MANUFACTURE ,. Bank of America 4.1* ® x M SPECIFICATION FOR ATM KIOSK. 1' z 1' TYP. e4 1� j EN H-THOMAS E =ate ?s^ i< ���5" y �!4(PR • C� _, Sic_ ,...74:., _ ... I � i 67 56 c� ; x was _ • SEA�LE,WA � 111t TYP FO in 1 09 ' �xa41; Project Name al �� a Bank of America ® ATM Kiosk 12 08 �� e� � n x ane 12 " oiii w o a _ TYP. �� �P � 1 , , � f s L, Project Number � � a cap 0 rte_ .„,„,„:„.„. p �= z 33.0809.016 ` Prototype Layout TYP. .' A09.00 IP 1 (DITYP. 1 TYP.1 I Description 1• TYP. 1 EXTERIOR ELEVATIONS i-l'411-7-4_77._ .. . .. _. a m m v Scale E N LEFT ELEVATION -A FRONT ELEVATION - B RIGHT ELEVATION -C REAR ELEVATION - D 1 m 0 6" 1' 2' 4' 0 s 16 6 pi- A09 . 00 U E o: EXTERIOR ELEVATIONS 1 ©2016 Gensler SCALE: 1/2" = 1'-0" Q %a N C N V STRUCTURAL NOTES 11'-6" / Bankof America DESIGN LOADS ANCHORS , 11" , 9'-8" TYP KioskAll design and construction shall conform to the requirements of the International POST-INSTALLED ANCHORS: Provide ost-installed anchors as specified in , 3'-6"± , ELECTRICAL STUB-UP, ATM p COORD LOCATION W/ Building Code (IBC), 2012 Edition, as amended by the City of Tigard, OR. these drawings. BOLLARD, TYP ELECTRICAL DWGS,,ND (4) PLACESKIOSK SUPPLIER SEISMIC LOADS: Earthquake design is based on ASCE 7 section 15.4 with the Use of alternate products, or of post-installed anchors at locations not shown in \ \a Greenway Shops following factors: these drawings, is subject to the approval of the Architect. Submit proposed anchors b) SW Scholls Ferry Road �� to the Architect with an ICC-ES or IAPMO UES report valid for the 2012 IBC. r——— —I �� Site Class D Submitted ICC-ES and IAPMO UES reports shall demonstrate that the anchors are • ° ° Tigard, OR 97223 Risk Category II suitable for use in cracked concrete or uncracked, fully grouted reinforced concrete \ 1. Seismic Design Category D masonry units. Where anchors resist seismic loads, submitted ICC-ES and I".PMOFzt8 UES reports shall demonstrate that the anchors are suitable for the resistance of r Ss = 0.968 g I E = 1.0 seismic loads. 0 0D .01.o Si = 0.424 g C s = 0.57 in SDS = 0.781 g S D1 = 0.445 g R = 1.25 V = Base Shear = 3.1 kips WIND LOADS: Wind load is determined using Chapter 29 of ASCE 7 in accordance 0 L J 0 with IBC Section 1609 with the following factors: -T \-__ \______ x 4" EMBED Risk Category II KZt = 1.0 1.NOTES: SEE 12/S01.01 FOR ATM H6T KB-�TZ ANCHORS, KIOSK 2101 Webster Street Exposure Category B ANCHORAGE TO FOOTING. COORD LOCATIONS W/ Suite 2000 V = 110 mph KIOSK SUPPLIER Oakland, CA 94612 G•iisI•r Telephone 510.625.7400 SOIL LOADS: Facsimile 510.625.7499 FOUNDATION PLAN SCAL Presumptive Allowable Soil-Bearing Pressure 1,500 psf (IBC 1608) 1/2..1.-o• 4 KPFF K0000 501.01 GENERAL NOTES KIOSK —I ti SUBMITTALS: Shop drawings shall be submitted to the Architect prior to any 4"0 BOLLARD, k16015th Avenue, Suite 1600 fabrication or construction for all structural items, including the following: concrete TYP Seattle, WA 98101 reinforcement. 206.622.5822 ELECTRICAL www.kpff.com If the shop drawings differ from or add to the design of the structural drawings, they STUB-UP shall bear the seal and signature of the Oregon State Registered Professional Engineer who is responsible for the design. #6 @ 12" OC EA WAY, T&B DEFERRED SUBMITTALS: Per IBC Section 107.3.4.1, drawings and calculations FLUSH WITH •-•.for the design and fabrication of items that are designed by others shall bear the WALKWAY cc seal and signature of the Oregon State Registered Professional Engineer who is responsible for the design and shall be submitted to the Architect and the building 1 department for review prior to fabrication. Deferred submittals include but are notI •• • I I o . limited to the following: I I I I I I II ATM Kiosk Enclosure 0 N INSPECTION: Special inspection shall be in conformance with IBC Chapter 17 b = = T T —I i i M shall be performed by a testing agency approved by the building. 1_ _1 L J SPECIAL CONDITIONS: Contractor shall verify all dimensions, and existing conditions in the field before proceeding. Contractor shall notify the Architect of , • any discrepancies or field changes prior to installation or fabrication. In case of 1 ' '^Ce discrepancies between the existing conditions and the drawings, the Contractor (2)#4x1o"ASTM A706 z'' i; shall obtain direction from the Architect before proceeding. Dimensions noted as <TYP @ 3" OC EA SIDE OF plus or minus (±) indicate unverified dimensions and are approximate. Notify I BOLLARD, TYP Architect immediately of conflicts or excessive variations from indicated I 0 dimensions. Noted dimensions take precedence over scaled dimensions - DO NOT Issue Date&Issue Description By Check SCALE DRAWINGS. SECTION SCALE: 8 01 09-12-2016 CRH AES 3/4'=1'-0' Issue for Permit Contractor shall be responsible for all safety precautions and the methods, KPFF K0000 S01.01 techniques, sequences or procedures required to perform the work. CONCRETE Concrete work shall conform to all requirements of IBC Chapter 19. ATM CONCRETE MIXES: Concrete mixes shall conform to the following requirements: r fc Test Age ° ° (psi) (days) Use 2,500 28 Foundations (5 sacks/cement per cy minimum) Water-reducing admixtures may be incorporated in concrete mix designs, but shall conform to ASTM C 494, and be used in strict accordance with the manufacturer's recommendations. CaCI 2 or other water-soluble chloride admixtures shall not be used. 0 . Water/cement ratio shall be measured by weight and shall be based on the total cementitious material. Water/cement ratio and water content shall be determined L J by the supplier based on strength requirements and shall not exceed a maximum water/cement ratio 0.45. (4) 5/8"0 x 4" EMBED HIT KB-TZ ANCHORS, COORD SPACING W/ Field-measured slump shall conform to the submitted concrete mix design. ATM SUPPLIER Tolerance of slump shall conform to ASTM C 94. The Contractor shall submit concrete mix designs for approval 2 weeks prior to placing any concrete. The mix design shall be in conformance with ACI 318, Chapter 5. The submittal shall indicate the maximum aggregate size of each mix. Maximum aggregate size shall not exceed 1 1/2". CURING: If the air temperature will exceed 75 degrees F within 48 hours of placing SCALE: 12 concrete, a moist cure shall be applied to the concrete for a period of 36 hours after ATM ANCHORAGE DETAIL 1• = 1'-0" finishing concrete surfaces. Refer to the project specifications for curing KPFF K0000 S01.01 Seal/Signature requirements. 411711FliiN REINFORCING STEEL �0 <4 I SFr soy it 8- off-- `n' Deformed Bars ASTM A 615, Grade 60 1 Reinforcing shall be supported as specified by the project specifications and the Rio.; 9O 8 12� . P ` v� I CRS! Manual of Standard Practice. Reinforcing steel shall be detailed in 'KA-PEI-01°- ISI t7 accordance with ACI standard of practice as outlined in ACI 315, "Details and Detailing of Concrete Reinforcement." Project Name Reinforcing steel shall have protection as follows, unless noted otherwise: Bank of America ATM Kiosk Use Cover Footing Bottom Bars 3" (cast against earth) I Project Number Top Bars 1 1/2" 133.0809.016 2" (#6 and larger where Prototype Layout exposed to earth or weather) Side Bars 2" I Description Welding of reinforcing, when approved by the Architect, shall be performed using STRUCTURAL NOTES, FOUNDATION PLAN AND DETAILS low hydrogen electrodes and preheated in accordance with AWS D1.4, Reinforcing Steel Welding Code. Welders and welding procedures shall be qualified in accordance with AWS D1.4. Materials shall conform to the following: I Scale As indicated Reinforcing Bars to be Welded ASTM A 706, Grade 60, low alloy Welding Electrodes E80XX SOIROl ©2016 Gensler s Bank of A ATM Greenway Shops SW Scholls Ferry Road �� g Ti ard, OR 97223 2101 Webster Street Suite 2000 Oakland, CA 94612 Telephone 510.625.7400 SW SCROLLS FERRY RCAD Gensler Facsimile 510.625.7499 i 7 - 1 F.---, 1 1i :,..:(7.,:zir,„:„I____, .,_____...„ , _ ____ " / c, , . . (BANK, BAR) ,,,,----- - ,,, ,,,,,,_,.. i......... ,,,,,,,,,,,;_ „:.),,, „„,, ,,,:::,,. , 7:,,,,/,,,,:, ,,,, ,--,,, , ,,,,, :---,. El V, Ri 1\ [ii 9 ,,,'"'";-"----7- --,,,,,, 1 7;,..,,,,- ,,,,-- '''''--',,, : „,,,,_,,,, ,„ '.--..,,,,,i '---„, C 1 77- Q'''''''' ,_,,,,,<,,, ,,,,„,„ 1-- E V/A (E)BUILDING 7-"- --:,,,,77- ' (E)RESTAURANT -.."-,,,,,,,,,,,,,:, --,,„,,,,,i,‹! J rr. i ___ '''''---.„,:, •-,,,,, E3„T ,,,,,,,___ __:-:":",,,,,,,,,177---- ›---,,,,,--- :'''''''''''''''>,11 , ~�, ::: 7::,7"' ,, I Z\ Issue Date&Issue Description By Check C— 01 0911212016 `� `�� :7--1 ISSUE FOR PERMIT ✓- (E)BUILDING I ' '', -� AREA OF WORK, (BARBER, RESTAURANT) ''�' SEE A02.00 F •,, ► -\. Z w Li 1— cn (E)BUILDING .—_ .�`' � j,,,,,/ \ \ %// r' ''''"--,,,,,,,,, ,,, ,,,„,--- '''''''.,,,„, ‘' M i , . \ ____ ''''--...„.....„„ ,-, \\ . (E)BUILDING (PHARMACY, PIZZA) ',..,__ C71 r':'2k : \ \\1 . I I J I 0 1AREA I F WORK, SEE CIVIL DRAWINGS IN f (E)BUILDING (E)BUILDING ,., ISeal/Signature I I D4” ,c,- ) c �KAREN H 7HOMAS'�,� 6756 ti—] • • SEATTLE.WA OF C ,....."/ lProject Name ' Ta•r-iWa--' 44 Bank of America ATM Kiosk Project Number 33.0809.016 Prototype Layout A00.50 IDescription OVERALL SITE PLAN I Scale 7777 I 0 10' 20' 40' 80' ED AOO . 50 North OVERALL SITE PLAN ©2016 Gensler SCALE: 1 — )0C 0