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BU P2020 -00133 SHEET INDEX OWNER AND CONSULTANTS ARCHITECTURAL&CIVIL DRAWINGS A0.0 COVER SHEET 11 PROPERTY OWNER/MANAGER PROJECT OWNER CONSTRUCTION PROJECT MANAGER: COMMERCIAL REALTY ADVISORS JP MORGAN CHASE BANK, N.A. CBRE AO.1.1 I OVERALL REFERENCE SITE PLAN 11111 NORTHWEST LLC 24085 EL TORO RD., FLOOR 2 CONTACT: TROY GALLAGHER A0.1.2 EGRESS PLAN&PROJECT DATA INFORMATION CONTACT: JEFF OLSON MAILSTOPI CA2-5116 PHONE: (360)690-6732 PHONE: (503)595-7567 LAGUNA HILLS,CA 92653 E-MAIL:troy.gallagher@cbre com Ad.1.3 SITE DETAILS:REMOTE ATM lil C IIMMI A 5 E d , E-MAIL: jell@cra-nw.com CONTACT: JOE HERNANDEZ C001 COVER SHEET PHONE: (602)703-3816 - C050 GENERAL NOTES C300 GRADING AND EROSION CONTROL PLAN ARCHITECT: STRUCTURAL ENGINEER: MECHANICALI ELECTRICAL! -- PM DESIGN GROUP, INC BRAD YOUNG&ASSOCIATES PLUMBING ENGINEERS: C500 STORMWATER MANAGEMENT PLAN 19120 SE 34TH STREET,SUITE 115 345 POLLASKY AVE ROBISON ENGINEERING I A0.2.1 ACCESSIBILITY SHEET VANCOUVER,WA 98683 CLOVIS,CA 93612 19401 40TH AVE W,SUITE 302 - - CONTACT: ERICI<PETERSON CONTACT: BRAD YOUNG LYNWOOD,WA 98036 AO.2.2 1 ACCESSIBILITY SHEET in PHONE: (360)980-8258 PHONE: (559)323-9600 CONTACT: GRANT HANSEN A0.2.3 ACCESSIBILITY SHEET E-MAIL:epeterson@pmdginc.com E-MAIL:brad@byaengineeling.com PHONE: (206)364-3343 - - E-MAIL: A0.4 DEMOLITION PLAN ghansen@rabisonengineenng.com A0.5 I DEMOLITION REFLECTED CEILING PLAN A0.6 DEMOLITION ROOF PLAN I TE \JANT IMPROVEME \ITS A1.0 SLAB PLAN A1.1 FLOOR PLAN A1.2 FINISH PLAN JURISDICTION CONTACTS A1.3 FURNITURE AND EQUIPMENT PLAN O A1.4 REFLECTED CEILING PLAN 0 -- ' 12100 SW SCHOLLS FERRY RD ce PLANNING DEPARTMENT BUILDING DEPARTMENT A1.5 ROOF PLAN w CITY OF TIGARD COMMUNITY DEVELOPMENT DEPT CITY OF TIGARD COMMUNITY DEVELOPMENT DEPT A2.1 EXTERIOR ELEVATIONOc '� �' �`4 � > r,r-- _S.:� >�...DI ADDRESS: 13125 SE HALL BLVD ADDRESS: 13125 SW HALL BLVD A2.2 EXTERIOR ELEVATION t TIGARD,OR 97223 TIGARD,OR 97223 APR 2 2 2020 PHONE: (503)718-2428 PHONE: (503)718-2452 A2.3 EXTERIOR ELEVATIONTIGARD , OR 97223 _ CONTACT: LISA SMITH(503) CONTACT: STEPH TOLESE-MA3.1 WALL TYPES C') OF t t*�7ARD E MAIL• IinaCS@tigard�ar.gov BUTADING INSPECTION IL: stephaniet@tigard-or.gov A3.2.1 DOOR SCHEDULE,DOOR AND WINDOW TYPES AND DETAILS 1 �C C;T teAR PHONE:(503)639-4175 WATER DEPARTMENT A3.2.2 VENDOR LIST AND DOOR HARDWARE SCHEDULE r t/ik% } CITY OF TIGARD, PUBLIC WORKS DEPT FIRE DEPARTMENT _ A3.3,1INTERIOR FINISH&FINISH MATERIAL SCHEDULE CO a. 0 I-lASE O\/P #38200 P 3 5 6 814 ADDRESS: 8777 SW BURNHAM ST ADDRE IN VALLEY FIRE&RESCUE - TIGARD,OR 97223 ADDRESS: 11945 SW 70TH AVE A3.3.2 FURNITURE&OFFICE EQUIPMENT SCHEDULE I� V PHONE: (503)718-2460 TIGARD,OR 97223 A3.3.3 BANK,AUDIO&MISCELLANEOUS EQUIPMENT SCHEDULE PHONE: (503)649-8577 -- _- - 10 Q WU ELECTRICITY A4.1 I WALL SECTIONS M Ce PORTLAND GENERAL ELECTRICAL A5.1.1 ENLARGED RESTROOM PLANS AND ELEVATIONS \ / ADDRESS: 121 SW SALMON ST i Li. PORTLAND,OR 97204 A5.1.2 INTERIOR ELEVATIONS OM a■ W >c 0 PHONE: (503)323-6700 -- BUILDING SERVICES:AMANDA A5.1.3 I INTERIOR ELEVATIONS 0 4 -I OC M N PHONE:(503)822-1077O W N A5.2.1 INTERIOR DETAILS IIL 0 4 A5.2.2 INTERIOR DETAILS fiA5.3.1 MILLWORK DETAILS Q A5.12-- MILLWORK DETAILS O 0 APPREVIATIONS I RESPONSIBILITY MATRIX - OVERALL LOCATION MAP BUILDING AND SITE DATA A5.4.1 1 CEILING DETAILS - Z Q 0 , .- STRUCTURAL DRAWINGS 4t W rg `J r Q FURNISHED! FURNISHED! FURNISHED BY COORDINATED GENERAL ABBREVIATIONS OPP OPPOSITE INSTALLED BY INSTALLED BY OWNER! BY GENERAL JURISDICTION: CITY OF TIGARD S1.1 STANDARD NOTES&DETAILS y Ce PF PRE-FABRICATED OWNER'S GENERAL INSTALLED BY . CONTRACTOR S1.2 STANDARD NOTES&DETAILS 11. Q A ANNEALED PSF POUNDS PER SQUARE FOOT EQUIPMENT CONTRACTOR GENERAL (GC) ASSESSORS PARCEL NUMBER: 1S134BC00100 w 4 _ ` AC AIR CONDITIONING PT PRESSURE TREATED CONTRACTOR (GC) CONTRACTOR -�.� �, S1.3 STANDARD NOTES&DETAILS (`�/ ACM ALUMINUM COMPOSITE MATERIAL PTD PAINTED CI (GC) ZONE: C G(GENERAL COMMERCIAL) O ACT ACOUSTIC CEILING TILE QT QUARRY TILE -- T S2.1 FOUNDATION PLAN AHU AIR HANDLING UNITOR REBAR REINFORCING BAR ( ) 0'/ YES PARKINGSITE :SHARED PARKING S2.2 ROOF FRAMING PLAN t• Z 5 AFF ABOVE FINISH MONUMENT/PYLON SIGN EXTERIOR BUILDING SIGNAGE SEE NOTE4 • YES - AL ALUMINUM REF REFERENCE - S3.1 FRAMING DETAILS ASPH ASPHALT READ. REQUIRED ATM-WALK-UP/DRIVE-UP(SEE NOTE 3) • YES .e SITE AREA:40075.2 SF,D.92 AC BMS BUILDING ENERGY MANAGEMENT SYSTEM RO ROUGH OPENING53.2 DETAILS w -I 4 N CJ CONTROL JOINT SB SPLASHBLOCK NIGHT DEPOSITORY!PACKAGE RECEIVER • YES m BUILDING AREA: 1-STORY BUILDING:+1 5,300 SF - U-s.Bank Branch SW Pioneer y S4.1 FRAMING DETAILS im CLNG CEILING SIM SIMILAR CASH VAULTS&SAFE DEPOSIT CHESTS • YES 9 9 9 CHASE TENANT IMPROVEMENT AREA/CONSTRUCTION AREA: 2,500 SF CMU CONCRETE MASONRY UNIT SPEC SPECIFICATION §' S4.2 I FRAMING DETAILS 4 - MERCHANT AND TELLER LINE COUNTERS • YES MasStittre Sunstoents r-i _ .. I (11) COL COLUMN SS STAINLESS STEEL _ N Lambs Care Apartments CONSTRUCTION TYPE: TYPE V B; NON SPRINKLERED MECHANICAL DRAWINGS I CONC CONCRETE STL STEEL ' TELLER CASH DISPENSERS • YES tiottsFerrittd CONT CONTINUOUS STOR STORAGE p sws� 12100 Southwest `O. CPT CARPET SUSP SUSPENDED UNDER COUNTER BANK EQUIPMENT . YES sw scnatlsferNRd Scholis Ferry Road TENANT OCCUPANCY CLASSIFICATION: B-BUSINESS OCCUPANCY 1 Md.O LEGEND,NOTES,SCHEDULES,DRAWING INDEX r M0.1 MECHANICAL DETAILS Cold Creasne LI) Q N west REFER TO SHEET A0.1 FOR MORE DATA INFORMATION. CT CERAMIC TILE T TEMPERED - ,a Coffee Rush SYSTEMS WALL PARTITIONS h YES ry Q. CL CENTERLINE TYP TYPICAL -- --- • = 0 Carl sJr9 n POr'ar' M2.0 MECHANICAL CONTROL PLAN DSL DOUBLE UNO UNLESS NOTED OTHERWISE FURNITURE • YES k I REFERENCE CODES: DF DRINKING FOUNTAIN VCT VINYL COMPOSITION TILE i 9Mcoonald's M2.1 MECHANICAL FLOOR PLAN PLASMA TVs(WHEN SHOWN) • YES The tsarherrQ 2019 OREGON STRUCTURAL SPECIALTY CODE DIA DIAMETER VERT VERTICAL _ 9 MctMenamtns (SCholls Fer ) DIM DIMENSION WD WOOD Greenwaypup ry 2019 OREGON MECHANICAL SPECIALTY CODE M2.2 MECHANICAL ROOF PLAN EMPLOYEE LOCKERS • YES ARCHITECT/ ENGINEER OF RECORD DN DOWN WP WATERPROOF - - Q QCaredencelnamedtate care-Schos 2017 OREGON PLUMBING SPECIALTY CODE M3.0 ENERGY CODE COMPLIANCE TELECOMMUNICATIONS • YES Baia Fresh Mexican Grill DS DOWNSPOUT WWF WELDED WIRE FABRIC me Donuts 9AdvantisCredit Union 9 2017 OREGON ELECTRICAL SPECIALTY CODE I PLUMBING DRAWINGS EA EACH Scitails Ferry DATA PROCESSING YES Valvoline Instant 9 rn 2019 OREGON FIRE CODE • PM EJ EXPANSION JOINT M Oil Change Dollar Tree Rite Aid Whole Foods Market P0.0 LEGEND, NOTES,SCHEDULES, DRAWING INDEX ELEC ELECTRICAL SECURITY SYSTEM(SEE NOTE 5) REFER TO SECURITY DRAWINGS FOR RESPONSIBILITIES I 9 Q Q N 2019 OREGON ZERO ENERGY READY COMMERCIAL CODE ELEV ELEVATION Q n CITY OF TIGARD MUNICIPAL CODE Pd.1 PLUMBING DETAILS COPY MACHINE • YES x Q EQ EQUAL CHASE ABBREVIATIONS -_ , s- Meadows Group Tigard o epavrand P2.1 PLUMBING SUPPLY FLOOR PLAN EXIST EXISTING INTERIOR BLDG.SIGNAGE(SEE NOTE 4) • YES s� Inc..Realtors Weal SCOPE OF WORK - I FD FLOOR DRAIN ABCM ASSISTANT BANKING CENTER MANAGER w 't..nowt. M crr SW$rogwoorlor PROPOSED TENANT IMPROVEMENTS FOR CHASE BANK CONSTRUCTION INCLUDES THE FOLLOWING: P2.2 PLUMBING WASTE AND VENT FLOOR PLAN FE FIRE EXTINGUISHER AHD AFTER HOUR DEPOSITORY TEMPORARY CONSTRUCTION SIGN • YES • INTERIOR PARTITIONS FOR OFFICES AND TOILET ROOMS;ALL INTERIOR FINISHES,FURNITURE,CASEWORK AND P2.3 PLUMBING ROOF PLAN Architectural FEC FIRE EXTINGUISHER CABINET ATM,eATM AUTOMATED TELLER MACHINE TOILET ROOM ACCESSORIES(SIGNS SEE NOTE 4) • YES FF FINISH FLOOR BCM BANKING CENTER MANAGER y EQUIPMENT INCLUDING THE VAULT. ELECTRICAL DRAWINGS Solutions Gr0up FR FIRE RATED BRG BULLET-RESISTANT GLASS LMOTORIZED&MANUAL SHADES • YES 2 Meadow creek n • ELECTRICAL,MECHANICAL AND PLUMBING FOR THE TENANT IMPROVEMENTS TO CONNECT TO EXISTING BUILDING FRP FIBERGLASS REINFORCED PLASTIC CAT CUSTOMER ACCESS TABLE Q UTILITIES. E0.0 j LEGEND,ABBREVIATIONS, NOTES AND INDEX GALV GALVANIZED CMS CASUAL MEETING SPACE CARPET TILE&RESILIENT FLOORING • YES • STRUCTURAL TO SUPPORT INTERIOR WALLS,CEILING,SOFFITS AND EQUIPMENT, r E0.1 SITE ELECTRICAL PLAN-NORTH 19120 SE 34TH STREET, SUITE 1 15 GYP BD GYPSUM BOARD CPC CHASE PRIVATE CLIENT VESTIBULE FLOOR GRATING E • YES ATM VANCOUVER, WA 98683 HC HANDICAP CR CASH RECYCLER • SITE IMPROVEMENTS TO INCLUDE NEW REMOTE DRIVE THRU ATM,SEE PLANNING SUBMITTAL. E0.2 SITE ELECTRICAL PLAN-SOUTH PORCELAIN TILE FLOORING YES THE PROJECT VALUE IS APPROX.$900,000. THE UPGRADES TO THE EXISTING CONDITION ARE PROPOSED TO PROVIDE H.D. GALV. HOT DIP GALVANIZED(STEEL) DAB DIGITAL ADVISE BAR • EO.3 SITE LIGHTING PHOTOMETRIC PLAN-NORTH These drawings specifications are thecanrdentioiandpapnerary�perr, HDW HARDWARE DRC DESIGN REVIEW CALL ' WOOD FLOORING(SEE NOTE 7) • YES 0 FULL COMPLIANCE WITH REQUIRED ACCESSIBILITY FEATURES SERVING THE AREA OF WORK IN CONFORMANCE 2010 of JP Morgan Chaseand and shah not be copied«rep oduced without w lien authorization. The contract documents were prepared For use on this specific HM HOLLOW METAL DU, D/U DRIVE-UP NORTH AMERICANS WITH DISABILITIES ACT. E0.4 SITE LIGHTING PHOTOMETRIC PLAN-SOUTH site in conjunction with its issue date and are not suttable for use on a different HT HEIGHT HVAC HEATING.VENTILATION,AIR CONDITIONING HUBU HOLD UP BUTTON DRIVE-UP PAINTING$WALL COVERING • YES ensitn ats a laterpd ci Usee of these drawings form reference tsor example oer MILLWORK(SEE NOTE 2) Ed.S DRIVE THRU POWER/SYSTEM/CONDUIT/LIGHT another project requires the services of properly licensed architects and ` � engineers. Reproduction of thet contract documents for reuse on another INSUL INSULATION IWS INDIVIDUAL WORK SPACE , •"- / / / E1.0 LIGHTING PLAN - project sro,aatnonzed. YES JAN. JANITOR,JANITOR'S CLOSET LTOS LEAD TELLER OPERATIONS SPECIALIST QUEUING ROPES / - /s' /" / / / / / / % ; / / , YES I / f MAX MAXIMUM MFD MULTI-FUNCTIONAL DEVICE ] E1.1 LUMINARIES SCHEDULE AND COVER PLATES FINISHES MICROWAVE,REFRIGERATOR,TV • YES MECH MECHANICAL PB PERSONAL BANKER • GENERAL NOTES SEPARATE SUBMITTALS E1.2 LIGHTING CONTROL DETAILS SEAL MFR MANUFACTURER PCA PRIVATE CLIENT ADVISOR PERMANENT CORES I KEYING(SEE NOTE 6) ALLOWANCE YES O f- GAR- • MIN MINIMUM PCB PRIVATE CLIENT BANKER - 1. TI CONTROL AILS C� n CHECK % i / .'r �/ ........ 1 DEREGULATIONS, P 1f! . � A�c. E 3 LIGHTING CON DET • MO MASONRY OPENING PCIA PRIVATE CLIENT INVESTMENT ADVISOR � / / .,, / / , • YES ALL WORK SHALL BE IN COMPLIANCE WITH APPLICABLE FEDERAL.STATE AND LOCAL BUILDING CODES, E2.0 POWER PLAN �(� I \� ��� �_. ORDINANCES AND STANDARDS INCLUDING ADA AND OR OTHER HANDICAP ACCESSIBILITY CODES. THE FOLLOWING SUBMITTALS ARE UNDER SEPARATE PERMIT AND PLAN REVIEW: C� KENNETH J. MR MOISTURE RESISTANT PCS PRIVATE CONSULTATION SPACE WASTE CONTAINER(EXTERIOR) • YES Dater: r >' MIL METAL PTB POWER TRANSITION BOX 2. GEN.CONTRACTOR SHALL COORDINATE WITH THE OWNER'S VENDORS REGARDING SCHEDULING AND SEQUENCING 1. EXTERIOR BUILDING SIGNAGE E2.1 POWER PLAN DETAILS MC RACKE O. NA NOT APPLICABLE SDB SAFE DEPOSIT BOX UTILITIES AND FIRE PROTECTION SERVICES!CONTACTS • YES OF THE WORK. j Initials: O E2.2 ROOF POWER PLAN • NIC NOT IN CONTRACT TCC TABLET CHARGING CABINET 0HARDWARE • YES 3. THE CONSTRUCTION NOTES AND DRAWINGS ARE SUPPLIED TO ILLUSTRATE THE DESIGN AND GENERAL TYPE OF - AM S,WA NOM NOMINAL TP TELEPRESENCE _ _ E3.0 ONE-LINE DIAGRAM AND PANEL SCHEDULES W License#5599 NTS NOT TO SCALE VAT VACUUM AIR TUBE CONSTRUCTION DESIRED AND ARE INTENDED TO IMPLY THE FINEST QUALITY OF CONSTRUCTION, MATERIAL AND �� 0 OC ON CENTER WORKMANSHIP THROUGHOUT. E3.1 VOLTAGE DROP CALCULATIONS _ .9T� C 0��� 4. THE DRAWINGS ARE NOT TO BE SCALED.FOR INFORMATION CONCERNING EXISTING CONDITIONS. ETC.,VERIFICATION' i E4.0 TELLER POWER DETAILS / OF u. MUST BE DONE IN THE FIELD. LARGE SCALE DRAWINGS HAVE PRECEDENCE OVER SMALL SCALE DRAWINGS. I L .. 5. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION.CONTRACTOR SHALL VERIFY EXISTENCE AND LOCATION OF ALL E4.1 ENLARGE DATA ROOM&ELEVATIONS - 04/13/20 Q EXISTING ABOVE-AND BELOW-GRADE UTILITIES, INCLUDING SANITARY SEWER, STORM SEWER,WATER,GAS, E5.0 SECURITY PLAN DRAWING SYMBOLS LEGEND RESPONSIBILITY MATRIX NOTES ELECTRICAL,TELEPHONE,ETC. ANY DISCREPANCIES IN UTILITY LOCATIONS SHALL BE BROUGHT TO THE IMMEDIATE E5.1 SECURITY DETAILS K�M�zs6a ATTENTION OF THE ARCHITECT. G.C.SHALL BE RESPONSIBLE FOR SET-UP AND COORDINATION OF ALL THE UTILITY SERVICES FOR THE PROJECT E5.2 SECURITY DETAILS 6. GENERAL CONTRACTOR SHALL ALSO OBTAIN FINAL SITE ADDRESS. 1. FOR OWNER'S EQUIPMENT GENERAL CONTRACTOR TO PROVIDE REQUIRED OPENINGS,ACCESS L E6.0 ENERGY COMPLIANCE FORMS ISSUE DATE DESCRIPTION WE1 - CONSTRUCTION TYPE A"z3 KEYNOTE PANELS,AND ELECTRICAL REQUIREMENTS(INCLUDING FINAL HOOK-UP). 7. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL BUILDING DIMENSIONS PRIOR TO i E7.0 SPECIFICATIONS BEGINNING CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY VARIANCE OR DISCREPANCY ;- , A1) WINDOW 2, MILLWORK ITEMS.GENERAL CONTRACTOR TO PROVIDE"BACK OF STORE"MILLWORK WHICH INCLUDES AFFECTING NEW CONSTRUCTION PRIOR TO PROCEEDING WITH WORK. E7.1 SPECIFICATIONS OFFICE 3 ROOM!AREA DESIGNATION BASE AND WALL CABINETS,WORK COUNTERS AND SHELVING. 8. CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING IN WALLS FOR SUPPORT OF ALL EQUIPMENT,SHELVING, 3. ATM UNITS,ATM BUILDING,ATM SURROUNDS. GENERAL CONTRACTOR TO PROVIDE POWER. BANK ACCESSORIES,SIGNAGE,AND OTHER DEVICES REQUIRED. C C DOOR . EQUIPMENT VENDOR IS RESPONSIBLE FOR PROVIDING AND INSTALLING THE FLEXIBLE CONDUIT AND 9ALL PENETRATIONS SHALL RECEIVE CAULKING TO SEAL ANY TYPE OF ENERGY LOSS. 2 DRAWING REVISION OUTLET COVER. 10. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL APPLICABLE DIMENSIONS OF FIXTURES AND EQUIPMENT (Frs-5) FINISH MATERIAL SUPPLIED AND/OR INSTALLED BY OTHERS. 4, SIGNAGE TO INCLUDE DIRECTIONAL SIGNAGE,AND MAIN BUILDING LETTER SET. GENERAL 11. UPON COMPLETION OF PROJECT,OBTAIN ALL FINAL INSPECTIONS AS REQUIRED BY LOCAL JURISDICTIONS AND (oE EQUIPMENT! CONTRACTOR TO PROVIDE CONDUIT,ROUGH IN&FINAL ELECTRICAL CONNECTIONS. FURNISH OWNER WITH EVIDENCE OF ALL SUCH INSPECTIONS AND CERTIFICATES OF OCCUPANCY, OFC • 17 FURNITURE/DEVICE 5. ELECTRONIC SECURITY SYSTEM INCLUDING ALARM AND CCTV. GENERAL CONTRACTOR TO PROVIDE 12, GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL SITE CUT&FILL TO ATTAIN FINISH GRADES AS INDICATED ON THESE - . , CE:.COP I V�r T.O.STEEL EQUIPMENT 1 CONDUITS,POWER,AND PLYWOOD AT PHONE ROOM. DRAWINGS. GENERAL CONTRACTOR SHALL INCLUDE THE COST OF ANY TOPSOIL REQUIRED IN ADDITION TO THAT ON 17-71/T FURNITURE/DEVICE SITE,AT THE TIME OF THE PRE-BID MEETING. IN BASE BID 4-13-20 PERMIT SUBMISSION 6. FINAL KEYING SHALL BE COORDINATED BY THE CHASE FACILITY MANAGER AND PAID FOR BY CHASE CITY dF TIGARD, 13. GENERAL 0 :• .: . 'VI i FOR CODE COMPLIANCE 4-3-20 90%SET FACILITIES. THE FACILITIES MANAGER SHALL HIRE LOCAL LOCKSMITH TO REKEY ALL LOCKS AT 4 SECONDARY CONDUITS.AND SECONDARY CABLING IN DM:BID. • TURNOVER DATE TO BRANCH PLANNING. ALL MILLWORK LOCKS KEYED TO 1060, UNIQUE FROM OTHER Approved: l 3-20-20 PLANNING a EXTERIOR ELEVATION FURNITURE AND TELLER UNDER COUNTER STEEL. (12 KEYS PER BRANCH). 14. SIGNAGE: OTC: I l , PROJECT INFORMATION BLOCK A2.1.2 14.1. GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL CODE-REQUIRED EXTERIOR DIRECTIONAL TRAFFIC 7. EQUIPMENT CONTRACTOR IS A SUBCONTRACTOR OF THE OWNER. SIGNAGE. Permit #: 0 vp_, ' 0 01 3 .106 # JPM19010.0 • s 8. G.C.TO PROVIDE ON-SITE CAMERA DURING CONSTRUCTION.CONTACT EARTHCAM CAITLINN ASHLEY. )..214.2. OWNER'S SIGNAGE VENDOR SHALL PROVIDE AND INSTALL ALL NON-CODE-REQUIRED SITE DIRECTIONAL AND Address: i co S r f DATE: 1/20/2020 DRAWN BY: DA SEE VENDOR CONTACT LIST. EQUIPMENT INSTUCTIONAL SIGNAGE. - Suite #: 7 A6 3> 5 INTERIOR ELEVATION 14.3. UNLESS OTHERWISE DIRECTED BY THE OWNER.GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL BASE By: Date• ( CHECKED BY: EC WORK FOR SITE MONUMENT AND/OR PYLON SIGN(S), INCLUDING EXCAVATION,CONCRETE FOUNDATION,SIGN � f ,&1z) 8 BASE VENEER/FINISH AND CAP WHEN REQUIRED, ELECTRICAL ROUGH-IN AND WIRING TO BASE-MOUNTED SIGN • . MODEL JUNCTION BOX.FINISH GRADING AND LANDSCAPING. © 14.4. OWNER'S SIGN CONTRACTOR SHALL PROVIDE AND INSTALL BUILDING EXTERIOR AND SITE BRAND SIGNAGE.AND DRAWING STANDARDS v20. 1 ® SECTION MAKE FINAL ELECTRICAL CONNECTIONS FROM SIGN JUNCTION BOXES. 14.5. OWNER'S SIGN VENDOR SHALL PROVIDE AND INSTALL ALL INTERIOR BRAND,ROOM IDENTIFICATION,AND SHEET TITLE ACCESSIBILITY SIGNAGE. GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL BLOCKING AS REQUIRED FOR 7 SIGNAGE SUPPORT AND ELECTRICAL ROUGH-IN AND WIRINGTO ALL POWERED SIGNS FOR FINAL CONNECTION BY A5.2.4 DETAIL VERTICAL THE OWNER'S SIGNAGE VENDOR. VALIDITY OF PERMIT _ 15. GENERAL CONTRACTOR TO PROVIDE FOUR(4)30 YARD DUMPSTERS DURING CHASE RETAIL MOVE-IN. THE ISSUANCE OF A PERMITel I I COVER SHEET 16. GENERAL CONTRACTOR SHALL PROVIDE ONE SKILLED LABORER FOR ONE WEEK DURING CHASE RETAIL MOVE-IN.(40 BASED ON CONSTRUCTION DETAIL-HORIZONTAL HOURS). DOCUMENTS AND OTHER � r.i 17. GENERAL CONTRACTOR SI IALL I'Ef1E01lt.q A TOPOGRAPI TIC SURVEY PRIOR TO DTtGiTItiO CONSTRUCTION AND DATA SHALL NOT PREVENT REPORT ANY DISCREPANCIES IN CRANES AS-COMPARED TO EXISTING GRADES INDIOATED ON CIVIL DRAWINGS, THE CODE OFFICIAL FROM SHEET NUMBER .. : :•:.' : ''DI IITEOT AND INDICATE ANY DISCREPANCIES ON SURVEY PRIOR TO REQUIRING THE CORRECTION COMMENCING EARTHWORK. OF ERRORS. OSSC 105.4 18. ALL EXTERIOR FLOOR PLAN DIMENSIONS ARE TO EXTERIOR FACE OF MASONRY UNLESS OTHERWISE NOTED. ALL INTERIOR FLOOR PLAN DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED. c )/ N201------7,/./ / . ' X20I-- ,; ; SITE PLAN KEYNOTES krill sC . . . . - ,.-.�.�.�✓ .. A-1 (E) PUBLIC SIDEWALK a •::: A 111 ' ' 111 . . . . . . . . . . . ./ A-2 NOT USED _ � � .::;_`✓ IN:::. ,3, r A-3 (E) PLANTER \J lNiii, /// d, /, • 1, A-4 (N) PLANTER /\\ / a /// Alt� �'� !:. .:./ (E) PARKING DESIGNATIONS TO BE RE-PAINTED PER CHASE / 11.1.1 / \\ \ . . . - . . . / / / !..../ \ A_5 SPECIFICATIONS ✓ \\ `1' ✓/ /�. r✓ v' " N. A-6 (E)ACCESSIBLE STANDARD STALLS PER DETAIL TO REMAIN // \\ -0 /7"k-..,,,,,,,,,,,,_ ` N/ ...Y P�20 -o / \\ Z // Z A-7 (E)VAN-ACCESSIBLE STALL AND CURB-CUT RAMP TO REMAIN 77 Ull / F Tr . . . . . . . . // PrlB \\ 1-- // // // +� 1.– / A.11:013 8 (N)SITE LIGHTING POLE i \ //// //1....-.1/ ilk A-9 (E)ADJACENT TENANT(NIG.) // \i\\ /�/ k ,,,,:::,/ (N)HEADACHE BAR / A-10 (E)TRASH ENCLOSURE I . , \.1 l I A-11 (E)SIDEWALK TO REMAIN L .O. - - 1! 11 1 ^ i1 Nit \i\ • • • INT4 ^ • A-12 (E)FENCE TO BE REMOVED •. . . . . . . . . . . . . . \/' I1 �,, A-13 (N)RAILING I.\\ g 1 .7....73/ _____ . . . .") IIII �� ,�� A-14 ATM AND NIGHT DROP,SEE EQUIPMENT AND STRUCTURAL DRAWINGS.6157 A-2 1i\ �`, SPACES A2Q1li \\\ �\ / WHOLE A-15 (E)ACCESSIBLE CURB-CUT RAMP WITH TRUNCATED DOMES TO REMAIN1\ A-4 /,� / . . . . . . . \,\\ �, �\1;1 `� ROW A4 A-16 (E)PATH OF TRAVEL STRIPING(NIC) 47 1\1. . _ . . . . \ �� SPACES \ . . . . . . . A-1z (E)PARKING STRIPING TO BE REMOVED ` 11. .1\ 1 \ ,\1, 40., �` \ `� ........... .. ��' �3 A-18 (E)CONCRETE CURB TO BE REMOVED / . NIN \ \1 11 A-20 J` / \�•• 2 E LANDSCAPING INFILL TO BE REGRADED FOR N REMOTE ATM DRIVE-THRU • \ \ \ . . . . . . . . . . . . . . . . . . . . . . . . \\ \\ �, A-20 (N)CONCRETE CURB(SHOWN DASHED) CO W ......IN,) ...., ..... \\ rEl SPACES \\ ,..\ '� ° o (N)CONCRETE ATM ISLAND BY A-21 (N}PARKING STRIPING WFill \ Y \\ l 1 ,� I G.C.WITH CANOPY BY SIGNAGE Q -\\ TH 15 ROW �\ '� �� r VENDOR \ /LI \\ 4�, I A-22 NOT USED 1111.11 \ i Ar19 \ , el . . \ \\ // \\ �\ A-23 NOT USED CL ce 11 Pr18 \\\ //j/ \\\\ \,1 = ��� D A-24 ONE-HALF TREE ROOT PROTECTION ZONE;NO WORK ALLOWED IN THIS AREA M =W o 4 -� W N \ \\\ A L_ _ - u_ c� \ \\\ /// \\\ \\ A25 NOT USED O\ /420 o= 4t. .. //� ix \\ <;::(\ , \ \`\ 1 A-26 (E)SITE LIGHTING POLES o� - 21\ N y o` \\ , \\ /418 • \\ fi Ns\ �2a ... ft A-20 Z o 0 __ �� UWwV0 ____________ ------ -_ _ v, ce W Q a pp- zo v.) 0 o Q �„ o � � Z o WJ ii 00 : ....r.a........_ 0L -9,...._, el 0 aN L - f L • �— ! z a 2 ENLARGED ATM SITE DEMO PLAN 3 ENLARGED PROPOSED ATM SITE PLAN I y AO.1 .1 1 u = 10`-0° AO.1 .1 1 u = 10'-ort C.) iv-. I ARCHITECT/ ENGINEER OF RECORD 1 PM I ,. ,, ................................. 7........::.:.:.:....:.:.,..::.:.:...,..:,..............:....::::_.....,......:.::::......,..:.........:.:.......:.:.:..::_..................::::::::::::::,..:,::,..::::::,::::":,:::.::::::::::,:::..................:..........:...... /.................. ....................................... ••..••••.••••••••.•...•.••••......•.•. ........................................... _ ,r., .......„..... .................................... r. • • • • • • • • . ::: ::: _$.:.:.:.: : ,2 ._. ...__ _.. .__. DES G N ° -.••••• ... . — — — — — — — -SPACES — — — ....... .......... • ....................................... Architectural -----'— --' ----- — — — — — — - ---- - — c A r c h i t e c t u r a l m — �.:.: i Solutions Group Z 'Or 1. • in ..........................• — / ....................•.•.•....•......•.•.•.•...... 19120 SE 34TH STREET, SUITE 115 :::::::::::::::::::::::: :::...... I� .: VANCOUVER, WA 98683 �0 `� I...-...-....•.-.....-.•...-.........-...-...-...-.-. ^ fel I :........'.... •� •-•-••• 0J), ,•••, ,•,•• .•• ••. .•••.••••••• These drawings and specifications are the confidential and proprietary property L ......aX�� ....... I ° , ........... ................... ............ of JP Morgan Chase and shall not be copied or rePrdduced without written • 4d r ,•; :::'':': 13 \ .," ..-- authorization. The contract documents were prepared for use on this specific lL T e . r nt 2• �'�/Tl O I! / �/ site inconjunction a1 tanlater lime.itsU off these issue date ndrawings d are l for tareferen a orble for use aexample n a eon . K ° . " `°/ '.'.'.'.'.'.'. I U \\`\\\\\ ••••••••••••••••• ••• ••••••• ••• •••••••••• another project requires the services of property licensed architects and .. '' i engineers. Reproduction of the contract documents for reuse on another A ... 2 . (E) RETAIL ::: :- .... -.. ..... . • riq '.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.....'...:..'...... project is not authorized. —0 \ ,:. C) ...... /�1 1 0 .....-...........-...-.......-...-...-...-...-...-...-.-.-.....-...-. -.-.......-......... �:, :::::::::::::::::::::::::.::::::::: :::::::: SPACES Y (E) RETAIL ,�11 ..:.:::...........:.....:::......::: :.I-:.::: SEAL %ft. t �. .. ��� (E) RETAIL .� 8 143 N.-. ..-.1 . SPACES -......'........'.........'''''' ..... ���� �� .�J C(7 KENNETH J. SPACES 7 /....................................................... ........ �J fi a' 0O G l ••••• • • © \ I O :::::: ,� M RACKE FS 4 �E} PARKING AREA – ....::::: o I S.P.. - N26 •O :::::...:::::::: ....... :::::. • Do (Th •:.'::::.'. ���`/�• ` �� X43 ; . _ _ . SPACES : .. :.: ..::.:.::.:. AM S.WA ............. �'EtYtY Zrr fa�► �–' /45 License#5599 0. . ...„......„..... ...,..... .._._.... ........ .0,,,, .. = _ .. .............. ....... OF Cic` ` /r:::/ `����.:. r p�16 :.:.:.:.:::.:.:.:.:. ::::- 04/13/20 • r-:..'.':...'. /L:.:�/ `� 10 /41 v, KJM/2568 a It-'t - SPACES ....................... SPACES LI1 ..... ... ... .. � - A-7 .............. ... . . O ........ �r �_:::� -o �. . (E) PARKING AREA A-3 / La" yur , . ...... .... // / ISSUE DATE DESCRIPTION * — -� — HARED PARKIN / ....:...... ....:: .........'�.' �` ..,:::::..:......:..... ` ... 0 0 = = © 0 0 0 o e / r o o © r — SPAGES .........„ i, ll m ala 1 !! .,. o 0 r; 111 ... 13 11 11: ere.. — -- ' :: : 4l 11..... SPACES f�� ! ! s c s -::..: SPACES / \ 11 1f A-14.1-\),412 / ,�-1./-13 r. / 1-1..-.-.•.-...-.... r........: 1 .0---\\\..--...-.. .............:::.:>..........,.:....................._...._............... .......,- , 1..........11 \� ' I PROPOSED �: 4--- - , ...-:...:'::.. \ .,...:-::::::.::. ... I � 1 AREA NOT IN SCOPE .....'.:.:.:.:.:.:.:..... ::::^�. (E) PARKING AREA ,� CHASE X11 x:13 ,_ . . C� _ ..,','.'.'. ,'.',','•'.\ \ :.a. Y .:::::::. 4-13-20 PERMIT SUBMISSION : ::,: 11 t ��• :th___.. __. ._.... /Irl1 .::............... : ......=my4320 90%SET :..:.......:.:.:.:.:. I:...:._.:._.,...,.:.:.:..._�11 �.. .........41 X1 1 A.3 tow �J I / Pt9 2,500 S.1- . . . . .. .... ...... 3-20-20 PLANNING ...:.....:.:.:.:..........:.:.....:...:..�1 1n7.:-.. � 1--- I � ':':'::'::: :.::: PROJE=CT INFORMATION BLOCK �.�. /� . ........ JOB ## JPM19010.0 DATE: 1/20/2020 o :...... �� 22 ....... ....... . .:f DRAWN BY: DA ............. SPACES SPACES \ _ I r.... r w :. .:::: CHECKED BY: EC .......................................................................... 1 ........................................---............................................... ........... ....... ......... - _- ................................................................................................. .................................................................................... ...... 1 ............_...................................... .......................... . . ...-.. ........ • r.�far+i�fs�E ���.. i .. ��w��+arrfa���r�fafa�fa�����-����r.fafafa�riwwfr .. ..... ...... ....... ....... -- �--- --........................................................................................ ..... .................................. MODEL " DRAWING STANDARDSv20.1 D • . `...ti....s.....q • J......�...... - -- ----------- .----------------_--------- ....... . ..-------- ..........._ —_ —:_ -------- SHEET TITLE ® A ,. • c • .. C. . ` • ••••••••••••-1 Pel �� ` 1�1 - OVERALLSW 121st AVE REFERENCE SITE PLAN NSHEET NUMBER 1 OVERALL PROPOSED SITE PLAN C‘41 A0.1 .1 1' = 20`-0' AO • 1 • 1 **1 ill SITE PLAN KEYNOTES 0.4,1 A-1 (E) OVERHANG TO REMAIN. A-2 TACTILE EXIST SIGN PER DETAIL 18/A0.2.2 A-3 STOREFRONT DOOR PER FLOOR PLAN AND DOOR TYPES. A-4 (E)ONE-HOUR RATED DEMISING WALL TO REMAIN.SEE FLOOR PLAN AND WALLLIU TYPES. A-5 ENTRY ACCESSIBILITY SIGN,PER DETAIL 2/A0.2.2 A-6 FIRE EXTINGUISHER FOR EVERY 75 FEET OF TRAVEL DISTANCE1111 COB A IY DOOR 10-H I I 2 OCCS: > > 0 I REQD: 4" W ce I PRVD: 72" -f 7 r r + I -71 ( :1 I I I40elieIall // i // ] CO W A-3 r A- ' I I , CO 11.I / 0 / imi sz A-5 _ _ _ �� I _ - - � .� , CI � _ _ CODE DATA: (2019 OSSC) I r E W rW ' ///' / r____ USE AND OCCUPANCY CLASSIFICATION (CHAPTER 3) W // / ///// ' ' / / / '/ ',' ' / : 48X19 o Q N% , ; , I� 1 f 1 f 1 /"'/ ♦ / / / . i 4 ❑ LlL N % / / ;/ / / ■ i ❑ ❑ i ❑ f BUILDING: (E) SHELL BUILDING BY LANDLORD O 0 a / ; ; / / . J �� 1N/ /// f f f f I I �i (E) M-MERCANITLE (7-11 CONVENIENCE STORE) CI__ __ _ / / / ' ,� / / /, : i 42 � 1111"' _ - ` -, l_ _�I1���� -'���\ �;�`� (N) CHASE TENANT: B-BUSINESS (SECTION 304.1) CO W ;/ // / /' :� ' / //' /, ! DIA./ '• 7 / / / / /// // / 1 ) �\ TYPE OF CONSTRUCTION (SECTION 602) / HA-2 - - . _ _ _ q_� V B 7 \ 4t Lill W Vo / /, /` / / / / I / ////, / / - /// - 1• NON-SPRINKLERED BUILDINGCIE iu 0441::c /, / /� / / �/ / / / / 1 _ — 0 v) (i5 /` ` / f, / / '/ ■ �� /�\\ j BUILDING HEIGHT& AREA(CHAPTER 5) Z / / /� ■ � fJ - _ 0 0 / / ♦ ; / / / / /' ■ •7.10 ALLOWABLE BUILDING. HEIGHT: N/A (E) BUILDING TO REMAIN Z O i �/ / / — / 7// / ■ 0 / � ACTUAL BUILDING HEIGHT: 17', 1 STORY/r. % i / ■ W Q cy / / / i //' / _— �, s I / / ■ Z/ j / - ALLOWABLE BUILDING AREA(TABLE 506.2 8 SECTION 506) IIIM / -_ 1 _ I / / , / o I. / I / / ■ I / �p_� I ALLOWABLE SQUARE FOOTAGE: N/A (E) BUILDING TO REMAIN Q 1 / / 136x601CO / / ■ ti ACTUAL BUILDING AREA: 5 330 SF APPROX.TOTAL) ) - 6'4 i , w / / / / '� f TENANT IMPROVEMENT AREA: 2,500 SF / // 1 / / i� / / ■ 54X19 '!i �J �� 10i / / / 1 // ///// / / ■ Wrr- // / } ,., / 1 / /� j / ■ i O f 60 r i i OCCUPANT LOAD(TABLE 1004.5): / - �/- — /' / ■ 54X19 FI— - W / / ■ �� 0 0 II 2500/150= 17 OCCUPANTS / -Thf11 „ /,,,, � � / Fim 1 ' ♦ /' / ■ 136X80 I �� .� ❑ � " ARCHITECT/ ENGINEER OF RECORD <../_, ////// ' i ' TENANT Aft / ■ `. ... �/ �' ,N ❑ 04 INTERIOR FINISHES(CHAPTER 8 AND TABLE 803.13); /' '' ' ' - NOT" I N/Sk�O� L ` ■ � Ill 0) CJI 1C-2) EXIT PASSAGEWAYS-CLASS A / j I T I / / / / / I 7 .110 4111 % MEN'S - - - - CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND EXIT / i' / / / / X // / / / /' ' I '/ ACCESS RAMPS-CLASS B p - DESIGN / // / / ' I - ;/[ /' �' �' : AO 0 Cn 1 RR ROOMS AND ENCLOSED SPACES CLASS C / H INTERIOR FLOOR FINISHES - CLASS II '/ / / ,/ / ' / / ,/ ■ - _4 f Architectural / / /' / / / % i" / I _ / r Solutions Group // / / % / / % / '' ■/ / / MINIMUM EGRESS SIZING (SECTION 1005.3,SECTION 1006.2.1 AND SECTION / / / / / / / / ` 1006.3.3(2)TRAVEL DISTANCE FOR ONE EXIT): / 19120 SE 34TH STREET, SUITE 115 I- / ; �� DOORWAYS: .2" 17 OCC. = 4" REQUIRED (32"MIN. PER 1010.1.1) i I- I / // / , // i A-6 VANCOUVER, WA 98683 / / I -� �� PROVIDED: 72" / / I / / / // // / " ■ �� �� �"� �- These drawings and speciFcations are the confidenfipl and proprietary property / / / " of JP Morgan Chase and shall not be copied a reproduced without written / ; / `/ / / 36x54 I authorization. The contract documents were prepared to use on this specific site in conjunction with.Sts issue date and ore not suitable lor use on a different / L - / i , / ■ NUMBER OF EXITS(SECTION 1006 AND TABLE 1006.2.1): ' / / /; ; i l _` 1 site or of a later time. Use of these drawings for reference or example on / , / ■ Ly another project requires the services of properly licensed architects and '/ / • / — SIM REQUIRED - 1 EXIT (OL<49) engineers. Reproduction of the contract documents for reuse on another / r • It 1 ' '/ i/ / / // / ' ■ 54X19 ��� ..�7 __ - - - Project is not authored. ■ - PROVIDED 1 EXIT / / / / // / /// / / // ' /iii///�/iiii//>///iii/iiiiiiiiii////.///iii i' E E z.F.a___ g re =_f_f E_=9 '��i:1i - I '; / ,% / // / i' ■ _ _ i 11.11 - f _ 71 III II . / j' / // / % / ;/ / / ■ \ a i 6'�1 `� I I I 1 "-r EXIT ACCESS TRAVEL DISTANCE(TABLE 1006.2.1 & 1017.2) 100' MAXIMUM SEAL i /` / I I i fY ACTUAL: 77 8.. / / ' / / //// ' ■II I II \ 6 �' I ❑I I I I ���E� ARC / / / / „,///777,2///i C3 KENNETH J. ' / / , PLUMBING FIXTURES: (SECTION 2902) / / / j //// ♦i / / ■. ,f I M RACKS / / // / / / / ' ■ I i�` I 17 OCCUPANTS / ■ /_ N. \ • //////////w///////////////, �/;;:// i. / ,'— /i Fr - - - AM- SEPARATE FACILITIES: SECTION 2902.2 License#' � / %' ■' III 1 Kli / ❑ �'// 0 EXCEPTION 4: SEPARATE FACILITIES SHALL NOT BE REQUIRED IN BUSINESS �� O\ / /1/V_ _ / / / ■ WOMEN S OCCUPANCIES IN WHICH THE MAXIMUM OCCUPANT LOAD, INCLUDING /� 0� 0�/ / / / iii / f / �/ BOTH EMPLOYEES AND CUSTOMERS, IS 50 OR FEWER. ONE SINGLE-USER / / ■ —III — / iF Ir l r��I — 1 ill r j / / 0443/20 , / /� / // // II / II ii il - - - - - III - - - - TOILET ROOM SHALL BE PERMITTED. / / ■ I II / . / , / L - - J J �i- mil Y I I / I 4---u---� ,., - FIXTURES REQUIRED: (TABLE 2902.1) / iC //iiiiiiisi,iiiifiit i/ iiiiiiiiii/iii� KJM12568 (1) WATER CLOSET, (1) LAVATORY (SEPARATE FACILITIES NOT REQUIRED) - - - - 4 DRINKING FOUNTAIN: NOT REQUIRED FIXTURES PROVIDED: ISSUE DATE DESCRIPTION (1) MEN'S WATER CLOSET, (1) WOMEN'S WATER CLOSET (1) MEN'S LAVATORY, (1) WOMEN'S LAVATORY (1) HI/LO DRINKING FOUNTAIN I 4-13-20 PERMIT SUBMISSION 4-3-20 90%SET LEGEND 3-20-20 PLANNING PROJECT INFORMATION BLOCK JOB # JPM19010.0 ® INTERNALLY ILLUMINATED EXIT SIGN DATE: 1/20/2020 DRAWN BY: DA 1 I' FIRE EXTINGUISHER CABINET. (MIN.SIZE 2-A:10-BC CFC/906) CHECKED BY: EC 50'-0”TD MODEL —E - -E - -- EGRESS PATH DRAWING STANDARDS v20.1 SHEET TITLE EGRESS PLAN & PROJECT DATA INFORMATION SHEET NUMBER EGRESS PLAN N A0.1 .2 1/4" = 11-0" C.) AO • • il11111 SIGNATURE CANOPY ROOF-REFER TO SHOP DRAWINGS REFER TO'SIGNATURE CANOPY' SHOP DRAWINGS FOR ADDITIONAL INFORMATION I— } (2) 3/4"UNDERGROUNDUl11 CONDUIT STUBBED UP FOR / • � , I i CANOPY POWER AND SECURITY '•-,g' �1 ALUM."SIGNATURE �' RtINF.CUNCRLIE SLAB DRIVE /I4' 3"TYP. ISLAND VENDOR BY SIGNAGE CANOPY DEPARTURE LEG �' I AISLE BETWEEN ISLANDS 1' 6" 2'-2" "SIGNATURE CANOPY" • CANOPY APPROACH LEG f Iit, APPROACH LEG WITH INTERNAL M - 1'-l" 1' l' BASE PLATE AND COLUMNS- BOLLARD WITH COVER ;97 REFER TO SHOP DRAWINGS FOR Ul -t)T - ATMN. ELEC.PANELS ANDDATA ♦ ♦ FND.CONNECTION DETAILS r EQUIPMENTINCANOPYrI I LEG QR PEDESTAL-REFER � ao ' -� iTO ORPE UCTION DINGS FORMEDOPENING FORQ o 11 i ♦ ❑ CANOPY BASE PLATE o fl� 1 1 ELEC.METER 16 FILLED WITH CONCRETE _ 1 I THROUGH D OPENING r-1 w CoaFOLLOWING CANOPY bo // ( INSTALLATION O n n REFER TO 11 = 4. U I I — ? CONSTRUCTION I l i i r E U / I (2)DV "DIA- a ®°® I I 1-' DRAWINGS I I Gi Q UNDERGROUND ce O _/.41._.9" / 5" +- CONDUIT w/PULL Q I IL�J 1 I I 0 �� I WIRES TO DATA RM. w iliti Lr 1J Q all FOR DATA &SECURITY rllV ♦ w I 1 1/4"UNDERGROUND ,r _ CONDUIT TO ELEC.RM. r/l I I FOR POWER Ii „ I / Ll Z LL O I r - ♦—�i- - 3/4"UNDERGROUND �iJ 1 E:::T:IA II c� CONDUIT w/PULL WIRE �t U,'_-,3m FOR ATM POWER APPROACH FRONT FORMED OPENING IN >I z OT Li- I I 1 RO CH 0 CONCRETE SLAB ,\,, r SERVICE CONDUIT FROM UTILITY z I f r (2J 3/4"UNDERGROUND Tri ELEVATION ELEVATION 3 Q Q Q / V:T---s—l+---'-: CONDUIT w/PULLr �% in 'IWIRES FOR ATM DATA &J I 1'-10" \ I 1'-5" SECURITYW,� ,I l -f , f I r COw a ♦ I - � ji N IIM Z � I ^I I COMPOSITE ENCLOSURE Q FOOTPRINT OF AVAILABLE Lf) i O a 1 I ATMs- FIELD-APPLY �/ Q 1 + L 1 b SEALANT WATER-TIGHT U 4 '' \- — ��� I AROUND BASE i a. 0- W Q OUTLINE OF NHA 78001A. Ce BOLTS&UTILITY OPENING M t4, ce Illy10" 10" 1 6"DEEP FORMED O W 1 NI ,' I1 '"r I CONCRETENOPENING O o 4 IILtizi FOR ELECTRICAL/ II s r r 1 SECURITY/DATA I CONNECTIONS ICe 16 I I CI ma 6 ANCHOR BOLTS-REFER TO ATM tu � Z 00 SHOP DRAWINGS FOR SIZE AND CI = DRIVE-UP ATM OITION-MAINTIN CONCREEWIXV Q A COVER TO SLAB OPENING PER Ci9 SIGNATURE CANOPY ELEVATIONS FOR REFERENCE 17 ,'_ - ;` -- 1A.C.I. 4 �' CeA0.5.2 `, a 3/8" = 1'-0" FI PSD OFF ET NCRARD w IL WETE- ,3 z I I LL STEELPIPE 0 Q I COVER-OMIT BACK-SIDE CI y r) BOLLARDS WHEN NOT ADJACENT ♦ TO AUTO TRAFFIC LANE 1100 r - I TYP. MI z g , , - I I W -I ,... O v I 1 ❑ O ❑ i . CONCRETE ISLAND N !— r �- MINIMUM SERVICE � Z L J CLEARANCE AREA- ♦ 4. REFER TO 3'-1" MANUFACTURER'S — IM 1 i 2.. INSTALLATION MANUAL ICC i co ..„. 44.6.• ci) •• GENERAL NOTES: 1. COMPOSITE FOOTPRINT OF AVAILABLE ATM ENCLOSURES AND'SIGNATURE CANOPY'SHOWN.VERIFY EXACT MODELS FOR PROJECT WITH THE OWNER AND SIGNAGE VENDOR AND COORDINATE DETAILS AS REQUIRED. /5::::.....1 2. "SIGNATURE CANOPY"SHALL BE PROVIDED BY OWNER'S SIGNAGE VENDOR AND INSTALLED BY THE G.C. ARCHITECT/ENGINEER OF RECORD y��� 3. ONCE ATM IS SET,G.C.IS TO FILL ANY EXPOSED WIRING TRENCH.WATER TIGHT SEAL REQUIRED. f4 "� — 'r PLASTIC BOLLARD 4. EXPANSION BOLTS ARE NOT TO BE PLACED WITHIN 3"OF A CONDUIT OR JUNCTION BOX UNLESS THE EXPANSION ° COVER ° I HEAD OF THE ANCHOR BOLT IS BELOW THE LEVEL OF THE CONDUIT OR JUNCTION BOX WITHIN THE CONCRETE. 5. ELECTRICAL CONTRACTOR MUST BE ON-SITE WHEN WHEN ATM IS SET. YA 2 I/2"NOM. (2.875" 6. DEDICATED 30A CIRCUIT REQUIRED FOR EACH ATM. ° O.D.)STEEL PIPE ptill1 ° .., _,___6"NOMINAL(6.625" I . O.D.)STEEL PIPE � ° f PLUG WELD TOGETHER Q DESIGN a. w/DRILLED HOLES& dear ces'-3 ILJ 4 . FILL BOTHPIPESw/ 4 5, Architectural QI CONCRETE N_ Solutions Group ________/\/ : i APPLIED SIGNAGE AND RUBBER N BUMPER BY OWNER'S SIGNAGE 19120 SE 34TH STREET, SUITE 1 15 o O VENDOR 8 DRIVE-UP ISLAND DETAIL VANCOUVER, WA 98683 z /� 3/ i" = 1 r-Qit These drawings and specifications are the confidential and proprietary property '-'-' HSS"HEADACHE BAR"POST AND AO. I "3/ `+ I VMorgancopiedp J J of JrJP Chase and shot!not be or reproduced without written STRUT WITH BASE PLATE BY authorization. The contract documents were prepared for use on this specHic J Site in conjunction with its issue date and are not suitable for use on a different Q 1/2"COMPRESSIBLE OWNER'S SIGNAGE VENDOR BOLTED site or at a toter time. Use of these drawings for reference or example on (Y rCONC.ISLAND-REFER another project requires the services of properlylicensed architects and / TO CIVIL ENG.DWGS. 11, FILLER TO PIER-REFER TO SHOP DRAWINGS � Iia - � engineers. Reproduction of the contract documents for reuse on another f _ _ = _ project is not authorized. O t - ' ° r T.O.FINISH PAVEMENT o. a a I 11-9 7/8" 4 4, Q a 1 CONCRETE PIER WITH 1/2"RADIUS ° I I Pii•i•i•s•iii" I f -1�•.r w�•.•.O�i '4 a ` ° 4, 6 EDGE BY G.C. ♦ GALVANIZED STEEL FINISH ° �I�•irili•i•i•...I�" l 4 SEAL • (///;"" a 1204474117440,0 • •'• '• �.r. .�k .-.. - .46 .ryr.. �*�) ARC wit, 1 0. 01-# • • • I�r a • •001•`1 T`. �// wow i.�%1 40611Malk I 1 _ CONCRETE CURB AND PAVEMENT- PREFABRICATED S rtL TUBING \.� 11_I I I_ n I 1-1 11= �I 1KENNETH J. "'I REFER TO SITE PLAN BIKE RACK: MADRAX DIVISION 18 = TRILARY, I1�""C. MC RACKS r, • 'w I 1080 Ur.rtK DRIVE I / _ — _ 1 WAL'�uAKEE, WI, 53597 III I I o ;300)448-7931 -L AMBS,ss 9A MODEL: U-BIKE RACK J'�� � I I I COLOR: BRONZE T[^ I INSTALL PER MANUFACTURER'S /C OF O�� I I SPECIFICATIONS NI I I I _. , I'(� III 111 4�1 • -I I 1----I� I I 04/13/20 111 I a 1 I-11 I-111- 4 11111 ♦ ♦ ♦ /��/ ► A..o ;� �, -1II 4I- — _ III-III 4 -----H L — — � _ _ _ � o � : / la I :------111—' '' • � 8"0 CONCRETE FOOTING x.tnn/zs6a —III— I —III- 1 I—III—III 308.3.2 EXCEPTIONS: r T 3. Doors and gates that do not extend to within 10 inches (255 mm) of the finish floor or ground shall not I 2010 ADA Standards for Accessible Design1 . The top of washing machines and clothes dryers shall be permitted to be 36 inches (915 mm) maximum I I be required to comply with 404.2.10. above the finish floor. i4. Existing doors and gates without smooth surfaces within 10 inches (255 mm) of the finish floor or 2. Operable parts of fuel dispensers shall be permitted to be 54 inches {1370 mm) maximum measured } 42 R11" 1 =li 1 I ground shall not be required to provide smooth surfaces complying with 404.2.10 provided that if added A_ for Public Accommodations and Commercial Facilities: Title Ill from the surface of the vehicular way where fuel dispensers are installed on existing curbs. 1 t065 I N I 22 min 60 I kick plates are installed, cavities created by such kick plates are capped lii_ _ _ 1 1 306.2.4 Additional Clearance. Space extending greater than 6 inches (150 mm) beyond the available - ii, 404.2.1 1 Vision Lights. Doors, gates, and side lights adjacent to doors or gates, containing one or more CHAPTER 3: BUILDING BLOCKS knee clearance at 9 inches (230 mm) above the finish floor or ground shall not be considered toe 309 Operable Parts (e) glazing panels that permit viewing through the panels shall have the bottom of at least one glazed panel 301 General clearance. 309.1 General. Operable parts shall comply with 309. hinge approach, pull side located 43 inches (1090 mm) maximum above the finish floor. 301 .1 Scope. The provisions of Chapter 3 shall apply where required by Chapter 2 or where referenced I zi,__1 EXCEPTION: Vision lights with the lowest part more than 66 inches (1675 mm) from the finish floor or by a requirement in this document. 306.2.5 Width. Toe clearance shall be 30 inches (760 mm) wide minimum. 309.2 Clear Floor Space. A clear floor or ground space complying with 305 shall be provided. c I I ground shall not be required to comply with 404.2. 11 . E I 22 min I If) III 306.3 Knee Clearance. 309.3 Height. Operableparts shall beplaced within one or more of the reach ranges specified in 308. a) 56o hinge approach, push side 302 Floor or Ground Surfaces g P 9 P I I 404.3 Automatic and Power-Assisted Doors and Gates. Automatic doors and automatic gates shall comply 302.1 General. Floor and ground surfaces shall be stable, firm, and slip resistant and shall comply with 306.3. 1 General. Space under an element between 9 r c - _ _ r �! with 404.3. Full-powered automatic doors shall comply with ANSI/BHMAA156. I 0 (incorporated by 302. inches (230 mm) and 27 inches (685 mm) above the finish 9 I r.a_ E $309.4 Operation. Operable parts shall be operable with one hand and shall not require tight grasping, I I c reference, see "Referenced Standards" in Chapter 1 ). Low-energy and power-assisted doors shall complytn EXCEPTIONS: floor or ground shall be considered knee clearance and r - T/ �0 I o ^pinching, or twisting of the wrist. The force required to activate operable parts shall be 5 pounds (22.2 N) I 24�mi" I E with ANSI/BHMAAi 56.19 (1997 or 2002 edition) (incorporated by reference, see "Referenced Standards" 1 . Within animal containment areas, floor and ground surfaces shall not be required to be stable, firm, shall comply with 306.3. L _ _ _ ,_ maximum. i I 1- in Chapter 1 ). and slip resistant. EXCEPTION: Gas pump nozzles shall not be required to provide operable parrs that have an activating force - - - 2. Areas of sport activity shall not be required to complywith 302. 306.3.2 Maximum Depth. Knee clearance shall extend 25 b max 17-25 of 5 pounds (22.2 N) maximum. 404.3. 1 Clear Width. Doorways shallprovide a clear opening of 32 inches (815 mm) minimum in P tY qf 91 Y P g inches (635 mm) maximum under an element at 9 inches 150 4.30.635 hinge approach, push side, door power-on and power-off mode. The minimum clear width for automatic door systems in a doorway shall 302.2 Carpet. Carpet or carpet tile shall be securely attached and shall have a firm cushion, pad, or (230 mm) above the finish floor orground. (a) (b] provided with both closer and latch elevation plan -r be based on the clear opening provided by all leaves in the open position. backing or no cushion or pad. Carpet or carpet tile shall have a level loop, textured loop, level cut pile, or level cut/uncut pile texture. Pile height shall be 1/2 inch (13 mm) maximum. Exposed edges of CHAPTER 4: ACCESSIBLE ROUTES 1 Figure 306.2 Toe Clearance 1 1 24 min til 404.3.2 Maneuvering Clearance. Clearances at power-assisted doors and gates shall comply with 404.2.4. I carpet shall be fastened to floor surfaces and shall have trim on the entire length of the exposed edge. 401 General c I b,o latch approach, push side Carpet edge trim shall comply with 303. I� Clearances at automatic doors and gates without standby power and serving an accessible means of P g PY 306.3.3 Minimum Required Depth. Where knee clearance is required under an element as part of a clear 401 . 1 Scope. The provisions of Chapter 4 shall apply where required by Chapter 2 or where referenced by r egress shall comply with 404.2.4. floor space, the knee clearance shall be 11 inches (280 mm) deep minimum at 9 inches (230 mm) above a requirement in this document. I 1 1 302.3 Openings. Openings in floor or ground surfaces shall not the finish floor or ground, and 8 inches (205 mm) deep minimum at 27 inches (685 mm] above the finish -- - - - I 24 min I E EXCEPTION: Where automatic doors and gates remain open in the power-off condition, compliance with o floor or ground. 402 Accessible Routes {hl I 610 I - 404.2.4 shall not be required. allow passage of a sphere more than 1/2 inch (13 mm) 1/2 1 '1=r; 402.1 General. Accessible routes shall comply with 402. latch approach, pull side9, U diameter except as allowed in 407.4.3, 409.4.3, 410.4, 810.5.3 13 - - Q 306.3.4 Clearance Reduction. Between 9 inches (230 mm) and 27 inches (685 mm) above the finish floor 1 404.3.3 Thresholds. Thresholds and changes in level at doorways shall comply with 404.2.5. w and 810.10. Elongated openings shall be placed so that the or ground, the knee clearance shall be permitted to reduce at a rate of 1 inch (25 mm) in depth for each 402.2 Components. Accessible routes shall consist of one or more of the following components: walking I 1 long dimension is perpendicular to the dominant direction of c 1 24 min travel. 6 inches (150 mm) in height. surfaces with a running slope not steeper than 1 :20, doorways, ramps, curb ramps excluding the flared I 610 Figure 302.2 Carpet Pile Height sides, elevators, and platform lifts. All components of an accessible route shall comply with the applicable - 1" 1 306.3.5 Width. Knee clearance shall be 30 inches (760 mm) wide minimum. requirements of Chapter 4. I Immill (k) 303 Changes in Level _ _ 303.1 General. Where changes in level are dominant direction of travel -OF latch approach, push side, 403 Walking Surfaces door provided with closer permitted in floor or ground surfaces, they shall 403.1 General. Walkingsurfaces that area part of an accessible route shall complywith 403. nil411 Figure 404.2.4.1 (cont.) Maneuvering comply with 303. 307 Protruding Objects latch approach, pull side, Clearances at Manual Swinging Doors and 404.3.4 Doors in Series and Gates in Series. Doors in series and gates in series shall comply with 404.2.6. 1t�1� EXCEPTIONS: u J 307.1 General. Protruding objects shall comply with door provided with closer g g r ie •-1y`' 'i' ,ki.�" r ''�' J' 307. 8 min 403.2 Floor or Ground Surface. Floor or ground surfaces shall comply with 302. Gates Lill 1 . Animal containment areas shall not be = _ 505.10.2 Top Extension at Stairs. At the top of a stair 12 min 604.5.2 Rear Wall. The rear wall grab bar shall 3941 c 36 min flight, handrails shall extend horizontally above the 12 min 305 99aIW0 .E 24 rr*i 915 ' 12 min 606 Lavatories and Sinks 2010 ASAStandards for Accessible Design � be 36 inches (915 mm) long minimum and I 606.1 General. Lavatories and sinks shall comply with 606. Am landing for 12 inches (305 mm) minimum beginning extend from the centerline of the water closet 12 mac 54 minPY for PFacilities: TI directly above the first riser nosing. Extensions shall 12 inches (305 mm) minimum on one side 1370 and return to a wall, guard, or the landing surface, or shall and 24 inches (610 mm) minimum on the I 606.2 Clear Floor Space. A clear floor space complying with 305, positioned for a forward approach, 1 be continuous to the handrail of an adjacent stair flight. other side. 42 min and knee and toe clearance complying with 306 shall be provided. CHAPTER 4: ACCESSIBLE ROUTES (cont.) EXCEPTIONS: • _ - ^$ transfer EXCEPTIONS: 405. 10 Wet Conditions. Landings subject to wet conditions shall be designed to prevent the 503 Passenger Loading Zones I I . The reargrab bar shall bepermitted to be � ,ops M side 1 . A parallel approach complying with 305 shall be permitted to a kitchen sink in a space where a cook Figure 505. 10.1 Top and Bottom Handrail top or conventional range is not provided and to wet bars. accumulation of water. 503.1 General. Passenger loading zones shall comply with 503. 12min Extension at Ramps 24 inches (610 mm) long minimum, centered 2. A lavatory in a toilet room or bathing facility for a single occupant accessed only through a private 505.10.3 Bottom Extension at Stairs. At II X on the water closet, Figure 604.5.1 Side Wall Figure 604.5.2 Rear Wall office and not for common use or public use shall not be required to provide knee and toe clearance II 406 Curb Ramps 503.2 Vehicle Pull-Up Space. Passenger loading zones shall provide a vehicular pull-up space 96 inches the bottom of a stair flight, handrails shall /, Grab Bar at Water Closets Grab Bar at Water Closets with 306. 406.1 General. Curb ramps on accessible routes shall comply with 406, 405.2 through 405.5, and (2440 mm) wide minimum and 20 feet (6100 mm) long minimum. extend at the slope of the stair flight for a % f complying 405.10. 3. Residential requirements not included. horizontal distance at least equal to one + X where wall space does not permit a length of 36 inches (915 mm) minimum due to the location of a 4. A knee clearance of 24 inches (610 mm) minimum above the finish floor or ground shall be tn 503.3 Access Aisle. Passenger loading zones shall provide access aisles complying with 503 adjacent to tread depth beyond the last riser nosing. recessed fixture adjacent to the water closet. permitted at lavatories and sinks used primarily by children 6 through 12 years where the rim or 406.2 Counter Slope. Counter slopes of adjoining gutters and road surfaces immediately adjacent to the vehicle pull-up space. Access aisles shall adjoin an accessible route and shall not overlap the vehicular Extension shall return to a wall, guard, or Z. Where an administrative authority requires flush controls for flush valves to be located in a position that counter surface is 31 inches (785 mm) maximum above the finish floor or ground. the curb ramp shall not be steeper than 1 :20. The adjacent surfaces at transitions at curb ramps to way the landing surface, or shall be conflicts with the location of the reargrab bar, then the reargrab bar shall be permitted to be split or 5. A parallel approach complyingwith 305 shall be permitted to lavatories and sinks usedprimarily walks, gutters, and streets shall be at the same level. 503.3.1 Width. Access aisles servingvehicle pull-upspaces shall be 60 inches 1525 mm) wide minimum, continuous to the handrail of an adjacent p PP by P ( shifted to the open side of the toilet area. children 5 years and younger. adjoining surface maximum stair flight. Note.x=tread depth 406.3 Sides of Curb Ramps. Where slope Figure 505. 10.2 Top Handraffigure 505. 10.3 Bottom Handrail 6. The dip of the overflow shall not be considered in determining knee and toe clearances. provided, curb ramp flares shall not be -\ curb rampslope503.3.2 Length. Access aisles shall extend the full length of the vehicle pull-up spaces they serve. 604.6 Flush Controls. Flush controls shall be hand operated or automatic. Hand operated flush controls 7. No more than one bowl of a multi-bowl sink shall be required to provide knee and toe clearance Extension at Stairs Extension at Stairs P P q 20 shallcomplywith Flush 309. controls shall be located on the open side of the water closet exceptin com steeper than 1 : 10. _________alPcomplying with 306. 503.3.3 Marking. Access aisles shall be marked so as to discourage parking in them. CHAPTER 6: PLUMBING ELEMENTS & FACILITIES ambulatory accessible compartments complying with 604.8.2. 406.4 Landings. Landings shall be k 606.3 Height. Lavatories and sinks shall be installed with the front of the higher of the rim or counter I Figure 406.2 Counter Slope of Surfaces Adjacent to Curb Ramps 601 General 604.7 Dispensers. Toilet paper dispensers shall comply with I surface 34 inches (865 mm) maximum above the finish floor or ground. provided at the tops of curb ramps. 309.4 and shall be 7 inches (180 mm) minimum and 9 a EXCEPTIONS: The landingclear length shall be 36 flared sides I:r0 max sly 601 .1 Scope. The provisions of Chapter 6 shall apply where required by Chapter 2 or where referenced 9 pe full Fath of by a requirement in this document. inches (230 mm) maximum in front of the water closet 1 . A lavatory in a toilet or bathing facility for a single occupant accessed only through a private office inches (915 mm) minimum. The vehicle pulkip space _ measured to the centerline of the dis enser. The outlet of ` -h r'� - and not for common use orpublic use shall not be required to comply with 606.3. ° landingclear width shall be at least as curb line I E_ P q PY 503.4 Floor and Ground Surfaces. • the dispenser shall be 15 inches mm) minimum and 48 ci wide as the curb ramp, excluding Vehicle pull-up spaces and access 602 Drinking Fountains (380 . .- CO P p p Inches (1220 mm) maximum above the finish floor and shall Q flared sides, leading to the landing. aisles serving them shall comply 602.1 General. Drinking fountains shall comply with 307 and 602. not be located behind grab bars. Dispensers shall not be of a / LLJ EXCEPTION: In alterations, where there slope slope \ with 302. Access aisles shall be attype that controls delivery or that does not allow continuous /:..:.:.:............. is no landing at the top of curb ramps, the same level as the vehicle pull-up area to be ` I r _- 602.2 Clear Floor Space. Units shall have a clear floor or ground space complying with 305 positioned forpaper flow. 7 9 curb ramp flares shall be provided and Figure 406.3 Sides of Curb Ramps I space they serve. Changes in level marked r i I a forward approach and centered on the unit. Knee and toe clearance complying with 306 shall be 180-230 Figure 604.7 Dispenser shall not be steeper than 1 :12. I - --� are not permitted. provided. Outlet Location 36 min / at least as wide as ,L- 606.4 Faucets. Controls for faucets shall comply with 309. Hand-operated metering faucets shall remain �I curb ramp EXCEPTION: Slopes not steeper than '� EXCEPTION: A parallel approach complying with 305 shall be permitted at units for children's use where 95 1 :48 shall be permitted. 604.8 Toilet Compartments. Wheelchair accessible toilet compartments shall meet the requirements of open for 10 seconds minimum. the spout is 30 inches (760 mm) maximum above the finish floor or ground and is 3 1/2 inches (90 mm) 604.8.1 and 604.8.3. Compartments containingmore than one plumbingfixture shall comply with 603. Vi Figure 503.3 Passenger Loading Zone Access Aisle P P Y I maximum from the front edge of the unit, including bumpers. Ambulatoryaccessible compartments shall comply with 604.8.2 and 604.8.3. 606.5 Exposed Pipes and Surfaces. Water supply and drain pipes under lavatories and sinks shall be P PiY P P PP Y P P / �� 406.5 Location. Curb ramps and the flared 604.8. 1 Wheelchair Accessible Compartments. Wheelchair accessible compai In r rents shall comply with insulated or otherwise configured to protect against contact. There shall be no sharp or abrasive surfaces ■ ■ ■ sides of curb ramps shall be located so that 503.5 Vertical Clearance. Vehicle pull-up spaces, access aisles serving them, and a vehicular route from 602.3 Operable Parts. Operable parts shall comply with 309. 604.8.1 . under lavatories and sinks. CO W they do not project into vehicular traffic l an entrance to the passenger loading zone, and from the passenger loading zone to a vehicular exit shall 602.4 Spout Height. Spout outlets shall be 36 inches (915 mm) maximum above the finish floor or 604.8.1 .1 Size. Wheelchair accessible compartments shall be 60 inches (1525 mm) wide minimum 609 Grab Bars lanes, parking spaces, or parking access \ provide a vertical clearance of 114 inches (2895 mm) minimum. ground. measured perpendicular to the side wall, and 56 inches (1420 mm) deep minimum for wall hung water 609.1 General. Grab bars in toilet facilities and bathing FIN ❑ aisles. Curb ramps at marked crossings shall 1 I closets and 59 inches (1500 mm) deep minimum for floor mounted water closets measured facilities shall comply with 609. Im g Figure 406.4 Landings at the Topof Curb Rampsp Y be wholly contained within the markings, g g504 Stairways 602.5 Spout Location. The spout shall be located 15 inches (380 mm) minimum from the vertical support Perpendicular to the rear wall. Wheelchair accessible compartments for children's use shall be 60 inches M excluding any flared sides. 504.1 General. Stairs shall comply with 504. (1525 mm) wide minimum measured perpendicular to the side wall, and 59 inches (1500 mm) deep 609.2 Cross Section. Grab bars shall have a cross section 4-4.8 perimeter QIN la and 5 inches (125 mm) maximum from the front edge of the unit, including bumpers. minimum for wall hung and floor mounted water closets measured perpendicular to the rear wall. / 100•' a complying with 609.2.1 or 609.2.2. M 504.2 Treads and Risers. Al steps on a flight of stairs shall have uniform riser heights and uniform tread ir 0a11111111/ ice Ndepths. Risers shall be 4 inches (100 mm) high minimum and 7 inches (180 mm) high maximum. Treads 609.2.1 Circular Cross Section. Grab bars with circular cross O W N shall be 11 inches (280 mm) deep minimum. 5 max 15 min sections shall have an outside diameter of 1 1/4 inches (32 0 a U. 406.6 Diagonal Curb Ramps. Diagonal or corner type curb ramps with returned curbs or other 602.6 Water Flow. The spout shall provide a flow of water 4 inches (100 mm) 125 380 h� z51 c N well-defined edges shall have the edges parallel to the direction of pedestrian flow. The bottom of high minimum and shall be located 5 inches (125 mm) maximum from the mm) minimum and 2 inches (51 mm) maximum. 0% 504.3 Open Risers. Open risers are not permitted. J Q J diagonal curb ramps shall have a clear space 48 inches (1220 mm) minimum outside active traffic lanes front of the unit. The angle of the water stream shall be measured horizontally I I do 609.2.2 Non-Circular Cross Section. Grab bars with / COCe radius'/� 0 0 of the roadway. Diagonal curb ramps provided at marked crossings shall provide the 48 inches (1220 max 3�'max relative to the front face of the unit. Where spouts are located less than 3 I OIccada, _Ni non circular cross sections shall have a cross-section 0 mm) minimum clear space within the markings. Diagonal curb ramps with flared sides shall have a S3V inches (75 mm) of the front of the unit, the angle of the water stream shall be 1 r) Z O 0 segment of curb 24 inches (610 mm) longminimum located on each side of the curb rampand within30 degrees maximum. Where spouts are located between 3 inches (75 mm) r I ' 4mas dimension of 2 inches (51 mm) maximum and a perimeter a} (b) _ 9 504.4 Tread Surface. Stair treads shall comply with 302. Changes in r \ g p the marked crossing. and 5 inches (125 mm) maximum from the front of the unit, the angle of the - - - - _ dimension of 4 inches (100 mm) minimum and 4.8 inches Figure 609.2.2 Grab Bar Non-Circular Cr Hi rt r , level are not permitted. la) lb} g - - ul i00 120 mm) maximum. Section V ❑ EXCEPTION: Treads shall be permitted to have a slope not steeper radius of tread edge angled riser water stream shall be 15 degrees maximum Figure 602.5 Drinking - - -�- r ( V) Ce P g J than 1 :48. (typical for all profiles( Fountain Spout Location / O ui 4 a � 8 i 406.7 Islands. Raised islands in crossings shall be cut ' 24 min i bomb, p-.. 6ornr, ig lV through level with the street or have curb ramps at both lii d 504.5 Nosings. The radius of curvature at the leading edge of the orsOri fb7 E Z CI _ sides. Each curb ramp shall have a level area 48 inches tread shall be 1/2 inch (13 mm) maximum. Nosings that project iv.max t1/2 max adult wall hung adult floor mounted water closet 609.3 Spacing. The space between the wall and the grab N 1220 mm) longminimum by36 inches (915 mm) wide beyond risers shall have the underside of the leadingedge curved or �. 602.7 Drinking Fountains for Standing Persons. Spout outlets of drinking fountains for standing persons water closet and children's water closet P I�z min O { Y g shall be 38 inches (965 mm) minimum and 43 inches (1090 mm) maximum above the finish floor or bar shall be 1 1/2 inches (38 mm). The space between the �, zo '- - minimum at the top of the curb ramp in the part of the 48 min beveled. Risers shall be permitted to slope under the tread at an g Figure 604.8.1 .2 Size of Wheelchair Accessible grab bar and projecting objects below and at the ends la ill island intersected by the crossings. Each 48 inch (I 220 j'' i angle of 30 degrees maximum from vertical. The permitted ` round. Toilet Compartment shall be 1 1/2 inches (38 mm) minimum. The space I a N mm) minimum b 36 inch 915 mm minimum area shall 24 min projection of the nosingshall extend 1 1/2 inches (38 mm) (c) (d) Figure 604.8.1 .1 Size of Wheelchair Accessible Toilet Compartment Y ( 6 r curved nosingbeveled nosing603 Toilet and BathingRooms between the grab bar and projecting objects above shall lal lbl Cl) Z be oriented so that the 48 inch (1 220 mm) minimum maximum over the tread below. 604.8.1 .2 Doors. Toilet compartment doors, including door hardware, shall comply with 404 except that projecting object recessed object ( , 603.1 General. Toilet and bathing rooms shall comply with 603. if the roach is to the latch side of the compartment door, clearance between the door side of the be 12 inches (305 mm) minimum. length is in the direction of the running slope of the curb Figure 504.5 Stair Nosings approach P Figure 609.3 Spacing of Grab Bars 4 603.2 Clearances. Clearances shall comply with 603.2. compartment and anyobstruction shall be 42 inches (1065 mm) minimum. Doors shall be located in the g P g - 1- ramp it serves. The 48 inch (1220 mm) minimum by 36 _ _ P 603.2.1 Turning Space. Turning space complying with 304 shall be provided within the room. frontpartition or in the side wall or partition farthest from the water closet. Where located in the frontI C11) inch (915 mm) minimum areas and the accessible route 504.6 Handrails. Stairs shall have handrails complying with 505. partition, the door opening shall be 4 inches (100 mm) maximum from the side wall or partition farthest `O shall be permitted to overlap. ti fl P P 9 Figure 406.6 Diagonal or Corner 603.2.2 Overlap. Required clear floor spaces, clearance at fixtures, and turning space shall be permitted to from the water closet. Where located in the side wall or partition, the door opening shall be 4 inches EXCEPTION: The space between the grab bars and shower controls, shower fittings, and other grab (i) 9 9 504.7 Wet Conditions. Stair treads and landings subject to wet conditions shall be designed to prevent the overly (100 mm) maximum from the frontpartition. The door shall be self-closing. A doorpull complyingwith bars above shall bepermitted to be 1 1/2 inches (38 mm) minimum. Type Curb Ramps accumulation of water. p 36 min 404.2.7 shall be placed on both sides of the door near the latch. Toilet compartment doors shall not / 915 603.2.3 Door Swing. Doors shall not swing into the clear floor space or clearance required for any fixture. swing into the minimum required compartment area. pm 505 Handrails Doors shall be permitted to swing into the required turning space. 505.1 General. Handrails provided along walking surfaces complying with 403, required at ramps EXCEPTIONS: 609.4 Position of Grab Bars. Grab bars shall be installed in a horizontal position, 33 inches (840 mm) ARCHITECT/ ENGINEER OF RECORD • complying with 405, and required at stairs complying with 504 shall comply with 505. 1 . Doors to a toilet room or bathing room for a single occupant accessed only through a private office minimum and 3b inches (915 mm) maximum above the finish floor measured to the top of the gripping and not for common use or public use shall be permitted to swing into the clear floor space or clearance surface, except that at water closets for children's use complying with 604.9, grab bars shall be installed 48 min 505.2 Where Required. Handrails shall beprovided on both sides of stairs and ramps. 604.8. 1 .3Approach. Compartments shall be arranged for left-hand or right-hand approach to the water in a horizontalposition 18 inches (455 mm) minimum and 27 inches (685 mm) maximum above the �'" i q provided the swing of the door can be reversed to comply with 603.2.3. P g g PP r 1 1 I } r EXCEPTION: In assembly areas, handrails shall not be required on both sides of aisle ramps where a Z. Where the toilet room or bathing room is for individual use and a clear floor space complying with closet. finish floor measured to the top of the gripping surface. The height of the lower grab baron the back L - handrail is provided at either side or within the aisle width. 305.3 is provided within the room beyond the arc of the door swing, doors shall be permitted to swing wall of a bathtub shall comply with 607.4.1 . 1 or 607.4.2.1 . into the clear floor space or clearance required for any fixture. 604.8. 1 .4 Toe Clearance. The front partition and at least one side partition shall provide a toe clearance 505.3 Continuity. Handrails shall be continuous within the full length of each stair flight or ramp run. of 9 inches (230 mm) minimum above the finish floor and 6 inches (150 mm) deep minimum beyond 609.5 Surface Hazards. Grab bars and any wall or other surfaces adjacent to grab bars shall be free of DESIGN Inside handrails on switchback or dogleg stairs and ramps shall be continuous between flights or runs. the compartment-side face of the partition, exclusive of partition support members. Compartments for sharp or abrasive elements and shall have rounded edges. J EXCEPTION: In assembly areas, handrails on ramps shall not be required to be continuous in aisles serving children's use shall provide a toe clearance of 12 inches (305 mm) minimum above the finish floor. 609.6 Fittings. Grab bars shall not rotate within their fittings. Architectural seating. 603.3 Mirrors. Mirrors located above lavatories or countertops shall be installed with the bottom edge of EXCEPTION: Toe clearance at the front partition is not required in a compartment greater than 62 inches 609.7 Installation. Grab bars shall be installed in any manner that provides a gripping surface at the Solutions Group la) (bi the reflecting surface 40 inches (1015 mm) maximum above the finish floor or ground. Mirrors not located (1575 mm) deep with a wall-hung water closet or 65 inches (1650 mm) deep with a floor-mounted specified locations and that does not obstruct the required clear floor space. cut through at island curb ramp at island above lavatories or countertops shall be installed with the bottom edge of the reflecting surface 35 inches water closet. Toe clearance at the side partition is not required in a compartment greater than 66 inches Figure 406.7 Islands in Crossings 505.4 Height. Top of gripping surfaces of handrails shall (890 mm) maximum above the finish floor or ground. (1675 mm) wide. Toe clearance at the front partition is not required in a compartment for children's use 609.8 Structural Strength. Allowable stresses shall not be exceeded for materials used when a vertical or 19120 SE 34TH STREET, SUITE 1 15 be 34 inches (865 mm) minimum and 38 inches (965 that is greater than 65 inches (1650 mm) deep. horizontal force of 250 pounds (1112 N) is applied at any point on the grab bar, fastener, mounting VANCOUVER, WA 98683 CHAPTER 5: GENERAL SITE AND BUILDING ELEMENTS device, or supporting structure. mm) maximum vertically above walking surfaces, stair rr1 These drawings and specifications are She confidential and proprietary property 603.4 Coat Hooks and Shelves. Coat hooks shall be located within one of the reach ranges specified in of JR Morgan Chase and shall not be copied or reproduced without written 501 General nosings, and ramp surfaces. Handrails shall be ata m 308. Shelves shall be located 40 inches (1015 mm) minimum and 48 inches (1220 mm) maximum above authorization. The contrast documents were prepared far use on this specific t consistent height above walking surfaces, stair nosings, �■■mimirt site in conjunctionwithits issue date and are not or ble for referenceuse on a rrdifsleenn 501 .1 Scope. The provisions of Chapter 5 shall apply where required by Chapter 2 or where referenced ) }} the finish floor. site h at a ia,e time. Use of these drawings to rased or example on and ramp surfaces. (a1 (b) (Cl another project requires the services of property licensed architects and by a requirement in this document. stars ramps welkin surfaces engineers. Reproduction of snot auttheded documents for reuse on another p g 604 Water Closets and Toilet Compartments ,partition partition 502 Parking Spaces 505.5 Clearance. Clearance between handrail gripping Figure 505.4 Handrail Height CHAPTER 7' COMMUNICATION ELEMENTS AND FEATURES surfaces and adjacent surfaces shall be 1 172 inches [38 mm) 604.1 General. Water closets and toilet compartments shall comply with 604.2 through 604.8. 6 min 6 min 0 701 General . 502.1 General. Car and van parking spaces shall comply with 502. Where parking spaces are marked minimum. 1'/2 min EXCEPTION: Water closets and toilet compartments for L / 150 r� SEAL with lines, width measurements of parkingspaces and access aisles shall be made from the centerline of 3a children's use shall be permitted to comply with 604.9. 701 .1 Scope. The provisions of Chapter 7 shall apply where required by Chapter 2 or where referenced P 505.6 Gripping Surface. Handrail gripping surfaces shall be continuous 1.1 by a requirement in this document. ����� ARctiithe markings. if 702 Fire Alarm S stemsalong their length and shall not be obstructed along their tops or sides. b min Y KENNETH J.EXCEPTION: Where parking spaces or access aisles are not adjacent to another parking space or access 604.2 Location. The water closet shall be positioned with a wall 9 min 12 min 702.1 General. Fire alarm systems shall have permanently installed audible and visible alarms complying �, C�aisle, measurements shall be ermitted to include the full width of the line the arkin s ace or The bottoms of handrail gripping surfaces shall not be obstructed for or to the rear and to one side. The centerline of the ° �o los 1� MC . RACKE P defining parking p more than 70 percent of their length. Where provided, horizontal partition �I with NFPA 72 (1999 or edition) (incorporated by reference, see "Referenced Standards" in access aisle. Figure 505.5 Handrail water closet shall be 16 inches (405 mm) minimum to 18 inches Chapter 1 ), except that the maximum allowable sound level of audible notification appliances • projections shall occur 1 1/2 inches (38 mm) minimum below the bottom - AM S, WA 502.2 Vehicle Spaces. Car parking spaces shall be 96 inches (2440 mm) wide minimum and van parking Clearance (455 mm) maximum from the side wall or partition, except that 6 min c complying with section 4-3.2.1 of NFPA 72 (1999 edition) shall have a sound level no more than 1 10 License#5599 of the handrail gripping surface. E the water closet shall be 17 inches (430 mm) minimum and 19 (a) (b) 150 ( ) �' spaces shall be 132 inches (3350 mm) wide minimum, shall be marked to define the width, and shall elevation elevation plan dB at the minimum hearing distance from the audible appliance. In addition, alarms in guest rooms EXCEPTIONS: E A inches (485 mm) maximum from the side wall or partition in the 16"18 17-19 / have an adjacent access aisle complying with 502.3. walking slopesh p jos-►ss 43w85 adult children required to provide communication features shall comply with sections 4-3 and 44 of NFPA 72 (1999 9�� of ��� 1 . Where handrails areprovided alongsurfaces with not ambulatoryaccessible toilet compartment specified in 604.8.2. (a) wheelchair accessible EXCEPTION: Van parking spaces shall be permitted to be 96 inches (2440 mm) wide minimum where P P {b] ambulatory edition) or sections 7.4 and 7.5 of NFPA 72 (2002 edition). steeper than 1 :20, the bottoms of handrail gripping surfaces shall be -� Water closets shall be arranged for left-hand or right-hand water closets accessible water Figure 604.8.1 .4 Wheelchair Accessible Toilet Compartment Toe Clearance the access aisle is 96 inches (2440 mm) wide minimum. 9 g EXCEPTION: Fire alarm systems in medical care facilities shalt be permitted to be provided in accordance permitted to be obstructed along their entire length where they are approach. closets 604.$.1 .5 Grab Bars. Grab bars shall comply with 609. Aside-wallgrab bar complyingwith 604.5. 1 shall 04//3/20 integral to crash rails or bumper guards. Figure 505.6 Horizontal PP PY with industry practice. 502.3 Access Aisle. Access aisles servingparkingspaces shall complywith 502.3. Access aisles shall Projections Below Gripping be provided and shall be located on the wall closest to the water closet. In addition, a rear-wall grab bar K,M,2S68 P Figure 604.2 Water complying with 604.5.2 shall be provided. adjoin an accessible route. Two parking spaces shall be permitted to share a common access aisle. Surface Closet Location PIY g 703 Signs 604.3 Clearance. Clearances around water closets and in toilet compartments shall comply with 604.3. 703.1 General. Signs shall comply with 703. Where both visual and tactile characters are required, 2. The distance between horizontal projections and the bottom of the gripping surface shall be permitted 604.8.2 Ambulatory Accessible Compartments. Ambulatory accessible compartments shall comply with either one sign with both visual and tactile characters, or two separate signs, one with visual, and one 502.3.1 Width. Access aisles serving car and van parking to be reduced by 1/8 inch (3.2 mm) for each 1/2 inch (13 mm) of additional handrail perimeter 604.8.2. with tactile characters, shall be provided. ISSUE DATE DESCRIPTION spaces shall be 60 inches (1525 mm) wide minimum. = - ,r dimension that exceeds 4 inches (100 mm). 604.3. 1 Size. Clearance around a water closet shall be 60 inches (1525 mm) minimum measured :':`::-::_:-:1: perpendicular from the side wall 604.8.2.1 Size. Ambulatory accessible compartments shall have a depth of 60 inches (1525 mm) 703.2 Raised Characters. Raised characters shall comply with 703.2 and shall be duplicated in braille and 56 inches (1420 mm[ minimum measured 502.3.2 Length. Access aisles shall extend the full length 71° minimum and a width of 35 inches complying with 703.3. Raised characters shall be installed in accordance with 703.4. I ................... perpendicular from the rear wall. of the parking spaces they serve. 505.7 Cross Section. Handrail gripping surfaces shall have a cross section complying with 505.7.1 or Pe P (890 mm) minimum and 37 inches (940 mm) maximum. \� 505.7,2. 604.3.2 Overlap. The required clearance around the water closet 'E 502.3.3 Marking. Access aisles shall be marked so as to - shall be permitted to overlap the water closet, associated grab bars, - I 1 505.7. 1 Circular Cross Section. Handrail gripping 604.8.2.2 Doors. Toilet compartment doors, includingdoor0 discourage parking in them. Idispensers, sanitary napkin disposal units, coat hooks, shelves, P _ I-' surfaces with a circular cross section shall have an Ihardware, shall complywith 404, except that if the roach is to E �, _ [_1 ,! accessible routes, clear floor space and clearances required at other P PP _� ; - outside diameter of I 1/4 inches (32 mm) minimum LI-6"1/4 perimeter the latch side of the compartment door, clearance between the I 703.2.1 Depth. Raised characters shall be 1/32 inch (0.8 mm) minimum above their background. fixtures, and the turning space. No other fixtures or obstructions shall P o and 2 inches (51 mm) maximum. ./ '°°�`� be located within the required water closet clearance. rszs door side of the compartment and any obstruction shall be 42 ,e I 502.3.4 Location. Access aisles shall not overlap the inches (1065 mm) minimum. The door shall be self-closing. A door i 703.2.2 Case. Characters shall be uppercase. vehicular way. Access aisles shall be permitted to be -- pull 604.3. 1 Size of Clearance at 1 Y P 505.7.2 Non-Circular Cross Sections. Handrail gripping 2%,Tax Water Closets pull complying with 404.2.7 shall be placed on both sides of the 1 4-13-20 PERMIT SUBMISSION placed on either side of the parking space except for surfaces with a non-circular cross section shall have a door near the latch. Toilet compartment doors shall not swing into .." - - - 703.2.3 Style. Characters shall be sans serif. Characters shall not be italic, oblique, script, highly g parking spaces96 min 132 minperimeter dimension of 4 inches (100 mm) minimum 604.4 Seats. The seat height of a water closet above the finish floor shall be 17 inches (430 mm) P g 4-3-20 90%SET angled van arkin which shall have access aisles 19 inches (485 mm) maximum measured to the topof the seat. Seatsshall notsprungthe minimum required compartment area. 35-37 decorative, or of other unusual forms. �,o minimum and c es s a o be s9a�o located on the passenger side of the parking spaces. and 6 1/4 inches (!60 mm) maximum, and a - in 3-20-20 PLANNING oflito return to a lifted position. la) (b) cross-section dimension of 2 1/4 inches (57 mm) [�l roI / $ 703.2.4 Character Proportions. Characters shall be selected from fonts where the width of the uppercase PROJECT INFORMATION BLOCK EXCEPTIONS: car van maximum. letter "O" is 55 percent minimum and 1 10 percent maximum of the height of the uppercase letter "I JOB # JPM 1901 Q.D 1 . A water closet in a toilet room for a single occupant accessed only through a private office and not for 604.8.2.3 Grab Bars. Grab bars shall comply with 609. A side-wall 502.4 Floor or Ground Surfaces. Parking spaces and Figure 502.2 Vehicle ParkingSpaces Figure 505.7.2 Handrail Non-Circular Cross common use orpublic use shall not be required to comply with 604.4. grab bar complyingwith 604.5. 1 shall be provided on both sides of DATE: 1/20/2020 access aisles serving them shall comply with 302. Access g P g q PY 703.2.5 Character Height. Character height measured vertically from the baseline of the character shall DRAWN BY: DA Section the compartment. be 5/8 inch (16 mm) minimum and 2 inches (51 mm) maximum based on the height of the uppercase aisles shall be at the same level as the parking spaces they g PP serve. Changes in level are not permitted. - - 505.8 Surfaces. Handrail gripping surfaces and any surfaces adjacent to them shall be free of sharp or 604.5 Grab Bars. Grab bars for water closets hal! comply1with 609. Grab bars shall be provided on the 604.8.3 Coat Hooks and Shelves. Coat hooks shall be located Figure 604.8.2 Ambulatory letter 'I' CHECKED BY: EC side wall closest to the water closet and onthe rear Accessible Toilet Compartment EXCEPTION: Slopes not steeper than 1 :48 shall be abrasive elements and shall have rounded edges. within one of the reach ranges specified in 308. Shelves shall be EXCEPTION: Where separate raised and visual characters with the same information are provided, raised EXCEPTIONS: located 40 inches 1015 mm) minimum and 48 inches (1220 mm) character height shall bepermitted to be 1/2 inch (13 mm) minimum. MODEL permitted. ( g 1 . Grab bars shall not be required to be installed in a toilet room for a single occupant accessed only 505.9 Fittings. Handrails shall not rotate within their fittings. maximum above the finish floor. DRAWING STANDARDS v20. l through a private office and not for common use or public use provided that reinforcement has been 13iZ min 13%min 502.5 Vertical Clearance. Parking spaces for vans and 0) - installed in walls and located so as to permit the installation of grab bars complying with 604.5. s 3+5 access aisles and vehicular routes servingthem shall c - 505.10 Handrail Extensions. Handrail gripping surfaces shall extend beyond and in the same direction of SHEET TITLE stair flights and rampruns in accordance with 505.10. 605 Urinals provide a vertical clearance of 98 inches (2490 mml � - g 3. In detention or correction facilities, grab bars shall not be required to be installed in housing or holding ,Y,,,,a„�„� minimum. '15 EXCEPTIONS: cells that are specially designed without protrusions for purposes of suicide prevention. 605.1 General. Urinals shall comply with 605. 17 1 f�IBWY I '"'``"""e" `� 502.6 Identification. Parking space identification signs shall _ 1 . Extensions shall not be required for continuous handrails at the inside turn of switchback or dogleg +r \\ • i in s ACCESSIBILITY include the International Symbol of Accessibility complying _ _ stairs and ramps. 605.2 Height and Depth. Urinals shall be the stall type or the rr,l,,- 0 r• o 2. In assembly areas, extensions shall not be required for ramp handrails in aisles serving seating where wall-hung type with the rim 17 inches (430 mm) maximum in the same cd • o • o o SHEET with 703.7.2.1 . Signs identifying van parking spaces shall _ above the finish floor or ground. Urinals shall be 13 I/2 inches lel (b) c� o 0 0 0 contain the designation "van accessible." Signs shall be 60 i I� the handrails are discontinuous to provide access to seating and to permit crossovers within aisles. wall hung stall area to be 9 tYPe type 1 wards inches (1525 mm) minimum above the finish floor or marked 3. In alterations, full extensions of handrails shall not be required where such extensions would be 604.5.1 Side Wall. The side wall grab bar shall be 42 inches (1065 mm) long minimum, located 12 inches {345 mm] deep minimum measured from the outer face of the N , � beim, mm) maximum from the rear wall and extending54 inches (1370 mm) minimum from the rear wall. urinal rim to the back of the fixture. Figure 605.2 Height and Depth o •'o U ' •a SHEET NUMBER ground surface measured to the bottom of the sign. 60 min hazardous due to plan configuration. (305 of Urinals •• 0 0 • C 1525 ANSI Al 17.1 604.5.1 requires an additional vertical grab bar 18 inches (455 mm) minimum in length shall diameter 0 ;_ nor5eddot be mounted with the bottom of the bar located 39 inches 990 mm minimum and 41 inches 1040 mm • o `o o Q Figure 502.3 Parking Space Access Aisle 505.10.1 Top and Bottom Extension at Ramps. Ramp handrails shall extend horizontally above the ( ) ( ) 605.3 Clear Floor Space. A clear floor or ground space complying with 305 positioned for forward Figure 703.2.5 Height of Raised landing for 12 inches {305 mm) minimum beyond the top and bottom of ramp runs. Extensions shall maximum above the floor, and with the center line of the bar located 39 inches (990 mm) minimum and approach shall be provided. Characters PP P Figure 703.3.1 Braille Measurement 502.7 Relationship to Accessible Routes. Parking spaces and access aisles shall be designed so that cars return to a wall, guard, or the landing surface, or shall be continuous to the handrail of an adjacent ramp 41 inches (I 040 mm) maximum from the rear wall. g and vans, when parked, cannot obstruct the required clear width of adjacent accessible routes. run. 605.4 Flush Controls. Flush controls shall be hand operated or automatic. Hand operated flush controls 703.2.6 Stroke Thickness. Stroke thickness of the uppercase letter "I" shall be 15 percent maximum of A0 • 2 • 2 shall comply with 309. the height of the character. 2010 ADA Standards for Accessible Design CHAPTER 8: SPECIAL ROOMS, SPACES AND ELEMENTS CHAPTER 9: BUILT-IN ELEMENTS for Public Accommodations and Commercial Facilities: Title III 801 General 901 General 901 .1 Scope. The provisions of Chapter 9 shall apply where required by Chapter 2 or where referenced il CHAPTER 7: COMMUNICATION ELEMENTS AND FEATURES (cont.) 801 . 1 Scope. The provisions of Chapter 8 shall apply where required by Chapter 2 or where by a requirement in this document. • referenced by a requirement in this document. 703.2.7 Character Spacing. Character spacing shall be measured between the two closest points of 703.6 Pictograms. Pictograms shall comply with 703.6. 902 Dining Surfaces and Work Surfaces adjacent raised characters within a message, excluding word spaces. Where characters have rectangular i s902.1 General. Dining surfaces and work surfaces shall comply with 902.2 and 902.3. 803 Dressing, Fitting, and Locker RoomsIII cross sections, spacing between individual raised characters shall be 1/8 inch (3.2 mm) minimum and 4 703.6.1 Pictogram Field. Pictograms shall have a field height of 6 inches •o f XCEPTION: Dining surfaces and work surfaces for children's use shall be permitted to comply with 150 mm) minimum. Characters and braille shall not be located in the 803.1 General. Dressing, fitting, and locker rooms shall comply with 803. 902.4. times the raised character stroke width maximum. Where characters have other cross sections, spacing ( between individual raised characters shall be 1/16 inch (1 .6 mm) minimum and 4 times the raised pictogram field. - - character stroke width maximum at the base of the cross sections, and 1/8 inch (3.2 mm) minimum and 4 �E� �t�n 803.2 Turning Space. Turning space complying with 304 shall be provided within the room.pictogram 902.2 Clear Floor or Ground Space. A clear floor space complying with 305 positioned for a forward 703.6.2 Finish and Contrast. Pictograms and their field shall have a rosintin times the raised character stroke width maximum at the top of the cross sections. Characters shall be non-glare finish. Pictograms shall contrast with their field with either / field approach shall be provided. Knee and toe clearance complying with 306 shall be provided. -g 9 803.3 Door Swing. Doors shall not swing into the room unless a clear floor or ground space separated from raised borders and decorative elements 3/8 inch (9.5 mm) minimum. a light pictogram on a dark field or a dark pictogram on a light field. complying with 305.3 is provided beyond the arc of the door swing. 703.2.8 Line Spacing. Spacing between the baselines of separate lines of raised characters within a Figure 703.6.1 Pictogram 902.3 Height. The tops of dining surfaces and work surfaces shall be 28 inches (710 mm) minimum message shall be 135 percent minimum and 170 percent maximum of the raised character height. Field 803.4 Benches. A bench complying with 903 shall be provided within the room. and 34 inches (865 mm) maximum above the finish floor or ground. 703.3 Braille. Braille shall be contracted (Grade 2) and shall comply with 703.3 and 703.4. 902.4 Dining Surfaces and Work Surfaces for Children's Use. Accessible dining surfaces and work 703.6.3 Text Descriptors. Pictograms shall have text descriptors located directly below the pictogram field. surfaces for children's use shall comply with 902.4. 703.3. 1 Dimensions and Capitalization. Braille dots shall have a domed or rounded shape and shall plY Text descriptors shall comply with 703.2, 703.3 and 703.4. 803.5 Coat Hooks and Shelves. Coat hooks provided within the room shall be located within one of EXCEPTION: Diningsurfaces and work surfaces that are used primarilybychildren 5years and younger comply with Table 703.3.1 . The indication of an uppercase letter or letters shall only be used before the the reach ranges specified in 308. Shelves shall be 40 inches (1015 mm) minimum and 48 inches y g first word of sentences, proper nouns and names, individual letters of the alphabet, initials, and acronyms. mm) maximum above the finish floor or round. shall not be required to comply with 902.4 where a clear floor or ground space complying with 305 I 703.7 Symbols of Accessibility. Symbols of accessibility shall comply with 703.7. (1220 9 positioned for a parallel approach is provided. 703.7.1 Finish and Contrast. Symbols of accessibility and their background shall have a non-glare finish. 902.4. 1 Clear Floor or Ground Space. A clear floor space complying with 305 positioned for forward Symbols of accessibility shall contrast with their background with either a light symbol on a dark approach shall be provided. Knee and toe clearance complying with 306 shall be provided, except that background or a dark symbol on a light background. 804 Kitchens and Kitchenettes knee clearance 24 inches (610 mm) minimum above the finish floor or ground shall be permitted. o U- 703.7.2 Symbols. o 804.1 General. Kitchens and kitchenettes shall comply with 804. Table 703.3.1 Braille Dimensions 703.7.2. 1 International Symbol of Accessibility. The International Symbol of Accessibility shall comply with 804.2 Clearance. Where apass throw h kitchen isprovided, clearances shall comply with 804.2.1 . Measurement Range Minimum in Inches to Maximum in Inches Figure 703.7.2.1 . g pycc Where a U-shaped kitchen is provided, clearances shall comply with 804.2.2. EXCEPTION: Spaces that do not provide a cooktop or conventional range shall not be required to 902.4.2 Height. The tops of tables and counters shall be 26 inches (660 mm) minimum and 30 inches Dot base diameter 0.0E.9 (1 .5 mm) to 0.063 (1 .6 mm) 703.7.2.2 International Symbol of TTY. The International Symbol of TTY shall comply with Figure comply with 804.2. (760 mm) maximum above the finish floor or ground. Distance between two 0.090 (2.3 mm) to 0.100 (2.5 mm) measured center to 703.7.2.2. Advisory 804.2 Clearance. Clearances are measured from the furthest projecting face of all opposing 1411 dots in the same cell center base cabinets, counter tops, appliances, or walls, excluding hardware. 903 Benches 703.7.2.3 Volume Control Telephones. Telephones with a volume control shall be identified by a 903.1 General. Benches shall comply with 903. �� Distance between corresponding dots 0.241 (6.1 mm) to 0.300 (7.6 mm)measured center to pictogram of a telephone handset with radiating sound waves on a square field such as shown in Figure 804.2. 1 Pass Through Kitchen. In pass through kitchens where counters, appliances or cabinets are on r in adjacent cells center 703.7.2.3. 903.2 Clear Floor or Ground Space. Clear floor or ground space complying with 305 shall be provided W two opposing sides, or where counters, appliances or cabinets are opposite a parallel wall, clearance and shall bepositioned at the end of the bench seat and parallel to the short axis of the bench. Dot height 0.025 (0.6 mm) to 0.037 (0.9 mm) between all opposing base cabinets, counter tops, appliances, or walls within kitchen work areas shall 703.7.2.4 Assistive Listening Systems. Assistive listening systems shall be identified by the International yHearingcomplying g be 40 inches (1015 mm) minimum. Pass through kitchens shall have two entries. Symbol of Access for Loss with Figure 703.7.2.4. 903.3 Size. Benches shall have seats that are 42 inches (1065 mm) longminimum and 20 inches (510 in 1- ifl Distance between corresponding 0.395 (10 mm) to 0.400 (10.2 mm)measured center to mm) deep minimum and 24 inches (610 mm) deep maximum. dotsfrom one cell directly below center M 703.3.2 Position. Braille shall be positioned below the corresponding text. If text is multi-lined, braille shall01111 6be placed below the entire text. Braille shall be separated 3/8 inch (9.5 mm) minimum from any other a 4 Ce cNi • a. 13- ti • • ■ ■ 903.4 Back Support. The bench shall provide for back e CO) tactile characters and 3/8 inch (9.5 mm) minimum from raised borders and decorative elements. �, W EXCEPTION: Braille provided on elevator car controls shall be separated 3/16 inch (4.8 mm) minimum and ■ ■ ■ ■ supportor shall be affixed to a wall. Back supportshall be 42 E *. N1 , ■ ■ ■ ■ lill _ inches (1065 m51 long minimum and shall extend from a �, 27 maxvshall be located either directly below or adjacent to the corresponding raised characters or symbo s E N 4 nu- point 2 inches (51 mm) maximum above the seat surface to Q a point 18 inches (455 mm) minimum above the seat �- CO ittttl U W Figure 703.7.2. 1 Figure 703.7.2.2 Figure 703.7.2.3 Volume Figure 703.7.2.4• O 0 1 AREA OF International Symbol of International Symbol of Control Telephone International Symbol of =, -1 surface. Back support shall be 2 1/2 inches (64 mm] � - L V) Z CI IU1E Accessibility 1 I Y Access for Hearing Loss O E maximum from the rear edge of the seat measured = 707 Automatic Teller Machines and Fare Machines O 1 horizontally. (a) (b) * W rt V 0 �-iiN ` I REFUGFOs I Figure 903.4 Bench Back 1 V) Ce 707-------__\__.. . 1 General. Automatic teller machines and fare machines shall comply with 707. Support a Lu 4 4 t I 707.2 Clear Floor or Ground Space. A clear floor or ground space complying with 305 shall be provided. 903.5 Height. The top of the bench seat surface shall be 17 inches (430 mm) minimum and 19 inches0 �I IN EXCEPTION: Clear floor or ground space shall not be required at drive-up only automatic teller machines (485 mm) maximum above the finish floor or ground. Z 0 t/) ...�. .:..-1141:11 -k--..,,. ' i and fare machines. H .. .. . 9-5IOW O • min I 903.6 Structural Strength. Allowable stresses shall not be exceeded for materials used when a vertical or z 0 4s IN11 ' 11 707.3 Operable Parts. Operable parts shall comply with 309. Unless a clear or correct key is provided, 40 min horizontal force of 250 pounds (1112 N) is applied at any point on the seat, fastener, mounting device, Lu IIIIIIIIIIII-I each operable part shall be able to be differentiated by sound or touch, without activation. 1015 or supporting structure. Figure 703.4.1 Height of Tactile Characters Abovepp 9 Q N 9 9 EXCEPTION: Drive-up only automatic teller machines and fare machines shall not be required to comply Figure 703.3.2 Position of Braille Finish Floor or Ground with 309.2 and 309.3. Figure 804.2. 1 Pass Through Kitchens (1) Z 903.7 Wet Locations. Where installed in wet locations, the surface of the seat shall be slip resistant and 703.4 Installation Height and Location. Signs with tactile characters shall comply with 703.4. 707.4 Privacy. Automatic teller machines shallprovide the opportunity for the same degree ofprivacyof 804.2.2 U-Shaped. In U-shaped kitchens enclosed on three contiguous sides, clearance between all shall not accumulate water. 4 g py PP g opposing base cabinets, counter tops, appliances, or walls within kitchen work areas shall be 60 inches 703.4. I Height Above Finish Floor or Ground. Tactile characters on signs shall be located 48 inches (1220 input and output available to all individuals. I y (1525 mm) minimum. 904 Check-Out Aisles and Sales and Service Counters mm) minimum above the finish floor or ground surface, measured from the baseline of the lowest tactile 707.5 Speech Output. Machines shall be speech enabled. Operating instructions and orientation, visible `i o character and 60 inches (1525 mm) maximum above the finish floor or ground surface, measured from p p p p g - - 904.1 General Check-out aisles and sales and service counters shall comply with the applicable0 transaction prompts, user input verification, error messages, and all displayed information for full use shall 4 requirements of 904. the baseline of the highest tactile character. O �, be accessible to and independently usable by individuals with vision impairments. Speech shall be EXCEPTION: Tactile characters for elevator car controls shall not be required to comply with 703.4. 1 . delivered through a mechanism that is readily available to all users, including but not limited to, an rl O O 904.2 Approach. All portions of counters required to comply with 904 shall be located adjacent to a industry standard connector or a telephone handset. Speech shall be recorded or digitized human, or walking surface complying with 403. synthesized. EXCEPTIONS:i, 18 min 1 . Audible tones shall be permitted instead of speech for visible output that is not displayed for security 1 .11 904.3 Check-Cut Aisles. Check-out aisles shall comply with 904.3. ARCHITECT/ ENGINEER OF RECORD 703.4.2 Location. Where a tactile sign is provided 45` +ss purposes, including but not limited to, asterisks representing personal identification numbers. at a door, the sign shall be located alongside the • _ _ 904.3.1 Aisle. Aisles shall comply with 403. pm door at the latch side. Where a tactile sign is �\ centered on 2. Advertisements and other similar information shall not be required to be audible unless they convey r• provided at double doors with one active leaf, the le"""``c" information that can be used in the transaction being conducted. 904.3.2 Counter. The counter surface height shall be 38 inches (965 mm) maximum above the finish sign shall be located on the inactive leaf. Where a \18 min - floor or ground. The top of the counter edge protection shall be 2 inches (51 mm) maximum above the tactile sign is provided at double doors with two *55 3. Where speech synthesis cannot be supported, dynamic alphabetic output shall not be required to be4' top of the counter surface on the aisle side of the check-out counter. DESIGN active leafs, the sign shall be located to the right Figure 703.4.2 Location of audible. of the right hand door. Where there is no wall space Tactile Signs at Doors 707.5. I User Control. Speech shall be capable of being repeated or interrupted. Volume control shall be 904.3.3 Check WritingSurfaces. Whereprovided, check writingsurfaces shall complywith 902.3. Architectural at the latch side of a single door or at the right 60 min 60 min provided for the speech function. side of double doors, signs shall be located on the nearest adjacent wall. Signs containing tactile EXCEPTION: Speech output for any single function shall be permitted to be automatically interrupted 1525 1525 Solutions Group characters shall be located so that a clear floor space of 18 inches (455 mm) minimum by 18 inches (455 when a transaction is selected. 904.4 Sales and Service Counters. Sales counters and service counters shall comply with 904.4. 1 or {a) Figure 804.2.2 U-Shaped Kitchens (b) 904.4.2. The accessibleportion of the counter topshall extend the same depth as the sales or service mm) minimum, centered on the tactile characters, is provided beyond the arc of any door swing p 19120 SE 34TH STREET, SUITE 115 between the closed position and 45 degree open position. 804.3 Kitchen Work Surface. In residential dwelling units required to comply with 809, at least one 30 counter top. EXCEPTION: Signs with tactile characters shall be permitted on the push side of doors with closers and inches (760 mm) wide minimum section of counter shall provide a kitchen work surface that complies EXCEPTION: In alterations, when the provision of a counter complying with 904.4 would result in a VANCOUVER, WA 98683 without hold-open devices. with 804.3. reduction of the number of existing counters at work stations or a reduction of the number of existing These drawings and specifications are the confidential and proprietary property 804.3.1 Clear Floor or Ground Space. A clear floor space complying with 305 positioned for a forward mail boxes, the counter shall be permitted to have a portion which is 24 inches (610 mm) long minimum of JP Morgan Chase and shall not be copied or reproduced without written authorization. The contract documents were prepared for use on this specific approach shall be provided. The clear floor or rounds ace shall be centered on the kitchen work complying with 904.4. 1 provided that the required clear floor or ground space is centered on the site in conjunction with its issue date and are wi not suitable for use on o different 703.5 Usual Characters. Usual characters shall comply with 703.5. PP p g p site or at a later time. Use of these drawings for reference or example on 707.5.2 Receipts. Where receipts are provided, speech output devices shall provide audible balance surface and shallprovide knee and toe clearance complyingwith 306. accessible of the counter. another project requires the services of properly, licensed architects and EXCEPTION: Where visual characters comply with 703.2 and are accompanied by braille complying with lengthengineers. Reproduction of the contract documents for reuse on another inquiry information, error messages, and all other information on the printed receipt necessary to project is not authorized. 703.3, they shall not be required to comply with 703.5.2 through 703.5.9. EXCEPTION: Cabinetry shall be permitted under the kitchen work surface provided that all of the complete or verify the transaction. following conditions are met: 24 min EXCEPTIONS: 610 703.5. 1 Finish and Contrast. Characters and their background shall have a non-glare finish. Characters (a) the cabinetry can be removed without removal or replacement of the kitchen work surface; shall contrast with their background with either light characters on a dark background or dark characters 1 Machine location, date and time of transaction, customer account number, and the machine identifier (b) the finish floor extends under the cabinetry; and N SEAL shall not be required to be audible. \ on a light background. 2. Information on printed receipts that duplicates information available on-screen shall not be required to (c) the walls behind and surrounding the cabinetry are finished. �- A C be presented in the form of an audible receipt. 804.3.2 Height. The kitchen work surface shall be 34 inches (865 mm maximum above the finish I �� 703.5.2 Case. Characters shall be uppercase or lowercase or a combination of both. 3. Printed copies of bank statements and checks shall not be required to be audible. g ] I& KENNETH J. floor or ground. counter MC RACKS 703.5.3 Style. Characters shall be conventional in form. Characters shall not be italic, oblique, script, highly 707.6 Input. Input devices shall comply with 707.6. EXCEPTION: A counter that is adjustable to provide a kitchen work surface at variable heights, 29 m I- - - T - - 1 inches (735 mm) minimum and 36 inches (915 mml maximum, shall be permitted. decorative, or of other unusual forms. 4 AM s,WA i I (1 License#5599 703.5.4 Character Proportions. Characters shall be selected from fonts where the width of the uppercase 707.6-1 Input Controls. At least one tactilely discernible input 1 2 317 $ 804.3.3 Exposed Surfaces. There shall be no sharp or abrasive surfaces under the work surface Figure 904.3.2 Check-Out Aisle Counters L J �,�I1 ���\ letter "O" is 55 percent minimum and 110 percent maximum of the height of the uppercase letter T. control shall be provided for each function. Where provided, key P 1 r counters. plan F OF C) surfaces not on active areas of display screens, shall be raised 4 r5 61 [4 [51 . 6 804.4 Sinks. Sinks shall comply with 606. Figure 904.4 (Exception) Alteration above surrounding surfaces. Where membrane keys are the only 904.4. 1 Parallel Approach. A portion of the counter surface 04/13/20 703.5.5 Character Height. Minimum character height shall comply with Table 703.5.5. Viewing distance 7 , " 8 ., 9; 1 2 3 of Sales and Service Counters method of input, each shall be tactilely discernable from � �. that is 36 inches (915 mm) long minimum and 36 inches • shall be measured as the horizontal distance between the character and an obstruction preventing further surroundingsurfaces and adjacent keys. * l * KW/25458 approach towards the sign. Character height shall be based on the uppercase letter "I''. J0 # 0 # (915 mm) high maximum above the finish floor shall be • 707.6.2 Numeric Keys. Numeric keys shall be arranged in a (a) (b) 804.5 Storage. At least 50 percent of shelf space in storage facilities shall comply with 811 . 12-keyascendingor descendingtelephone keypad layout. The I12-key provided. A clear floor or ground space complying with 305 shall be positioned for a parallel approach p YP y2-key y adjacent to the 3b inch 915 mm minimum length of counter. ISSUE DATE DESCRIPTION number five key shall be tactilely distinct from the other keys. ascending descending 804.6 Appliances. Where provided, kitchen appliances shall comply with 804.6. J ( ) 9 Table 703.5.5 Visual Character Height EXCEPTION: Where the provided counter surface is less than 36 inches (915 mm) long, the entire Figure 707.6.2 Numeric 804 6.1 Clear Floor or Ground Space. A clear floor or ground space complying with 305 shall be counter surface shall be 36 inches (915 mm) high maximum above the finish floor. Height to Finish Floor orHorizontal Viewing Distance Minimum Character Height Key Layout provided at each kitchen appliance. Clear floor or ground spaces shall be permitted to overlap. Ground From Baseline of 904.4.2 Forward Approach. A portion of the counter surface that is 30 inches (760 mm) long minimum Character 707.6.3 Function Keys. Function keys shall comply with 707.6.3. and 36 inches 915 mm) high maximum shall beprovided. Knee and toes ace complyingwith 306 shall 804.6.2 Operable Parts. All appliance controls shall comply with 309. ( 9 p 40 inches 1015 mm to less than 72 inches (1830mm) 5/8 inch (16 mm) EXCEPTIONS: be provided under the counter. A clear floor or ground space complying with 305 shall be positioned for ( ) 707.6.3.1 Contrast. Function keys shall contrast visually from background surfaces. Characters and less than or equal to 70 5/8 inch (16 mm), plus 1/8 inch (3.2 symbols on key surfaces shall contrast visually from key surfaces. Visual contrast shall be either light-on-dark 1 . Appliance doors and door latching devices shall not be required to comply with 309.4. a forward approach to the counter. inches (1780 mm) 72 inches (1830 mm) and mm) per foot (305 mm) of viewing or dark-on-light. greater distance above 72 inches (1830 mm) EXCEPTION: Tactile symbols required by 707.6.3.2 shall not be required to comply with 707.6.3.1 . 2. Bottom-hinged appliance doors, when in the open position, shall not be required to comply with 904.5 Food Service Lines. Counters in food service lines shall comply with 904.5. 309.3. 904.5.1 Self-Service Shelves and Dispensing Devices. Self-service shelves and dispensing devices for tableware, dishware, condiments, food and beverages shall comply with 308. 707.6.3.2 Tactile Symbols. Function key surfaces shall have tactile symbols as follows: Enter or Proceed 4-13-20 PERMIT SUBMISSION Greater than 70 inches less than 180 inches(4570mm) 2 inch (51 mm) key: raised circle; Clear or Correct key: raised left arrow; Cancel key: raised letter ex; Add Value key: raised 804.6.3 Dishwasher. Clear floor or ground space shall be positioned adjacent to the dishwasher door. 904.5.2 Tray Slides. The tops of tray slides shall be 28 inches (710 mm) minimum and 34 inches {865 ( 1780 mm) to less than or 2 inches (51 mm), plus 1/8 inch (3.2 plus sign; Decrease Value key: raised minus sign. The dishwasher door, in the open position, shall not obstruct the clear floor or ground space for the mm) maximum above the finish floor or ground. 4-3-20 90%SET equal to 120 inches (3050 mm) per foot (305 mm) of viewingdishwasher or the sink. 3-20-20 PLANNING 80 inches (4570 mm) and 904.6 Security Glazing. Where counters or teller windows have security glazing to separate personnel mm) distance above 180 inches (4570 707.7 Display Screen. The display screen shall comply with 707.7. PROJECT INFORMATION BLOCK greater mm) EXCEPTION: Drive-up only automatic teller machines and fare machines shall not be required to comply 804.6.4 Range or Cooktop. Where a forward approach is provided, the clear floor or ground space from the public, a method to facilitate voice communication shall be provided. Telephone handset JOB # JPM19010.0 with 707.7.1 . shall provide knee and toe clearance complying with 306. Where knee and toe space is provided, the devices, if provided, shall comply with 704.3. underside of the range or cooktop shall be insulated or otherwise configured to prevent burns, DATE: 1/20/2020 Greater than 120 less than 20 feet (6400 mm) 3 inch (75 mml DRAWN BY: DA inches 3 inches (75 mm), plus 1/8 inch (3.2 707.7.1 Visibility. The display screen shall be visible from a point located 40 inches (1015 mm) above the abrasions, or electrical shock. The location of controls snail not require reaching across burners. CHECKED BY: EC (3050 mm) 21 feet (6400 mm) and greater mm) per foot (305 mm) of viewing center of the clear floor space in front of the machine. distance above 21 feet (6400 mm) MODEL 707.7.2 Characters. Characters displayed on the screen shall be in a sans serif font. Characters shall be 3/16 inch (4.8 mm) high minimum based on the uppercase letter "I". Characters shall contrast with their DRAWING STANDARDS v20.1 703.5.6 Height From Finish Floor or Ground. Visual characters shall be 40 inches (1015 mm) minimum background with either light characters on a dark background or dark characters on a light background. 804.6.5 Oven. Ovens shall comply with 804.6.5. above the finish floor or ground. SHEET TITLE 7078 Braille Instructions. Braille shall EXCEPTION: Visual characters indicating elevator car controls shall not be required to comply with 703.5.6. . Braille instructions for initiating the speech mode shall be provided. 804.6.5. 1 Side-Hinged Door Ovens. Side-hinged door ovens shall have the work surface required by comply with 703.3. 804.3 positioned adjacent to the latch side of the oven door. 703.5.7 Stroke Thickness. Stroke thickness of the uppercase letter "I" shall be 10 percent minimum and 30 708 Two-Way Communication Systems ACCESSIBILITY percent maximum of the height of the character. 708. I General. Two-way communication systems shall comply with 708. 804.6.5.2 Bottom-Hinged Door Ovens. Bottom-hinged door ovens shall have the work surface required SHEET by 804.3 positioned adjacent to one side of the door. 703.5.8 Character Spacing. Character spacing shall be measured between the two closest points of 708.2 Audible and Visual Indicators. The system shall provide both audible and visual signals. adjacent characters, excluding word spaces. Spacing between individual characters shall be 10 percent 804.6.5.3 Controls. Ovens shall have controls on front panels. minimum and 35 percent maximum of character height. SHEET NUMBER 708.3 Handsets. Handset cords, if provided, shall be 29 inches (735 mm) long minimum. 804.6.6 Refrigerator/Freezer. Combination refrigerators and freezers shall have at least 50 percent of the 703.5.9 Line Spacing. Spacing between the baselines of separate lines of characters within a message shall freezer space 54 inches (1370 mm) maximum above the finish floor or ground. The clear floor or ground be 135 percent minimum and 170 percent maximum of the character height. space shall be positioned for a parallel approach to the space dedicated to a refrigerator/freezer with the centerline of the clear floor or ground space offset 24 inches (610 mm) maximum from the centerline of the dedicated space. A0 • 2 • 3 1 DEMOLITION PLAN NOTES il A-1 (E) EXTERIOR DOOR TO BE REMOVED. A-2 (E) STOREFRONT SYSTEM TO BE REMOVED. (E) EXTERIOR CMU WALL TO REMAIN. REPAIR AS NEEDED TOLIMI A-3 MATCH (E). A-4 PORTION OF (E) CMU TO BE REMOVED TO ACCOMMODATE (N)ATM AND AHD EQUIPMENT (E) DEMISING WALL TO REMAIN. REPAIRS REQUIRED ONtn A-5 ADJACENT TENANT SIDE, SEE STRUCTURAL DRAWINGS. GC TO COORDINATE ACCESS TO ADJACENT TENANT SPACE WITH LANDLORD. A-6 (E) OVERHANG TO REMAIN. A-7 (E) INTERIOR WALUSOFFIT TO BE REMOVED. A-8 (E) INTERIOR DOOR TO BE REMOVED. A-9 (E) PLUMBING/RESTROOM FIXTURES TO BE REMOVED. I A-10 (E) INTERIOR FURNITURE/FIXTURES TO BE REMOVED A-11 (E) FLOORING TO BE REMOVED. A-12 (E) ROOF ACCESS LADDER TO BE REMOVED. O A-13 (E) ROOF ACCESS HATCH TO REMAIN. 2 w tZ A-14 (E) SWITCHGEAR TO REMAIN, SEE ELECTRICAL DRAWINGS. iL ate. D C6) A-1 5 (E) ELECTRICAL PANELS TO BE REMOVED, SEE ELECTRICAL DRAWINGS. 49'-11"EXISTING / - -- -- --- .' ) SATMITH D AA A-1 6 FL(FUSHL ,B SMOOOTHREAA NDN. LEVEL SUBSTRATE REPSUFFICIENTIRS REQUIRED FOR TO RECEIVE w 49.-7"EXITING 1 (N) FINISH MATERIAL. I REMOVE (E ) CONC.SLAB AS NEEDED TO ACCOMMODATE (N) 00.11141'-0" 2'0" 2'2" 2'-3112„ A 17 PLUMBING & ELECTRICAL SCOPE. SEE PLUMBING, STRUCTURAL 1 I 7r it a`' -/ ,e / AND ELECTRICAL DRAWINGS.SEE SLAB PLAN A1.0 FOR CODIMENSIONS. w IIIII 1 (E)WOOD STRUCTURE AND ASSOCIATED CORRUGATED W IMM r - - - - - _ A-6 A-18 ROOFING TO BE REMOVED. PATCH/REPAIR CMU AS /11) H Q 1.%. - NECESSSARY 1 A-6 ;` `.-,.;„_ .&' (E) CMU STORAGE ROOM TO BE REMOVED, SLAB & M 1; A-19 FOUNDATION TO REMAIN. PATCH AND REPAIR SLAB AND IM IXO I — 1 ADJACENT WALLS. tx 1 J 1 oa -IW 'A a o0a � N N A-3 -� IT - i ^11 I A-2 I A-3 A4 N N Q► Ce o Ill \\ /� II 3' 11" �e CO CI J 0 c 0 — _ II ,. . ...w_m_____ _ ____= 4 !, II —/ 1r o ,, — I GENERAL NOTES M Z0 0 0 I ■ I I v,rl ` 1. DEMOLITION IS REQUIRED OF ALL BUILDING COMPONENTS WHICH ARE W r Q m--- N A 17 N 1 >N :•1 (EN i A-30" a„ A 6 INDICATED BY DASHED LINES. M VN� •�•������•��•� ' - �����`��� I - I (°? � 2. IMPORTANT:COORDINATE EXTENT OF DEMOLITION WITH REQUIREMENTS FORN ]■ I ❖ Wa ■ I I I I �.�- THE SCOPE OF CONSTRUCTION. � �Q1� �, 9` 11" �. 11'-6" �� 4'-4" , 4, 2'2"I ,I-4",1, Z-6112" �, l'-9' / 3. REMOVE FROM SITE PROMPTLY&LEGALLY ALL ITEMS NOT NOTED FOR ' y V ■ 1 I lc 7" 1 1 RE-USE/RE-INSTALLATION OR DELIVERY TO OWNER. Z 0 ■ '� A-7 • I I 1 4. MEP DEMOLITION INDICATED ON ARCHITECTURAL DEMOLITION PLAN MUST BE O z O 1- , 1 o A• ,J J A-11 COORDINATED WITH THE REQUIREMENTS FOR MEP CONSTRUCTION. ii I r '+A7.,' 5. ALL DEMOLITION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH ALL W A N ■ ni V I - A-8 APPLICABLE LOCAL,STATE,AND FEDERAL CODES,LAWS AND ORDINANCES. 4 ■ A-16 I I \ A 7 THE INTEGRITY OF LIFE SAFETY AND EXISTING SYSTEMS IS TO BE MAINTAINED Cl)4 Z — I- ■ I I — — 1 IN ACCORDANCE WITH THESE CODES AND REGULATIONS. A-17 6. WHILE THIS DRAWING GENERALLY REPRESENTS THE NATURE OF THE ■ , 9'-11 1/2" ie 10'-10 1/2" 12'-10" \ I r - - - , _ - z EXISTING CONSTRUCTION TO BE DEMOLISHED,EXISTING CONDITIONS ASi ti) I 'I' . / • m — — z INDICATED HAVE NOT BEEN VERIFIED AND NOT EVERY DETAIL OF EXISTING `� r CONSTRUCTION IS SHOWN.IT IS THE CONTRACTOR'S RESPONSIBILITY TO IN .�♦�♦�•: A-9 ® w VERIFY EXISTING CONDITIONS,INCLUDING THE LOCATIONS AND 0 ■ A 17 O ' ••••••••• — E.1 CONFIGURATION OF STRUCTURAL,FLOOR FINISH,PARTITIONIWALL,CEILING ■ .. •�•♦ . A-11 • 1 A-7 a9 AAND CCESSORIES. AL(HVAC),ELECTRICAL&PLUMBING,COMPONENTS AND L I ■ — . A16 N 3'-7" �, / 11'D112" �e A6 44 ■ �•.`•••i -., •••�•� - 7. IT IS THE INTENT OF THIS DRAWING TO INDICATE THE EXTENT OF DEMOLITION N IN R OF RD J OF FLOOR FINISHES, INTERIOR WALL PARTITIONS,INTERIOR DOORS& ,, : . .•••:� WINDOWS,AND CEILING FINISHES AND FIXTURES.PERFORM DEMOLITION ARCHITECT/ E G EE CO T LI ACTIVITIES WITH A CAREFUL UNDERSTANDING OF SUBSEQUENT NEW 111 N ••••Illf CBI CONSTRUCTION REQUIREMENTS IN AREAS WHERE ADJACENT OR SUBSTRATE .••:.�:•• :•: A 16 r I CONSTRUCTION IS TO REMAIN AS PART OF THE FINISHED WORK. ■ 1• ' •. 1 8. ELECTRICAL DEMOLITION SHALL INCLUDE REMOVAL OF ALL RECEPTACLES, Pm TELEPHONE/DATA OUTLETS,CABLING AND DEVICES.MAINTAIN CIRCUIT I , 31'-16' �� 3'7" • •� CONTINUITY TO REMAINING DEVICES,AS REQUIRED.REUSE ALL ABANDONED t . A•1$ CIRCUITS WHERE POSSIBLE. DESIGN �I ■ r. '• •, I 9. GENERAL CONTRACTOR TO TAKE ALL NECESSARY PRECAUTIONS TO ENSURE i JAC E I V ■ A 17 1414••••� / $'-0"EXISTING t, uTHAT EXISTING WORK NOT SHOWN TO BE DEMOLISHED(OR THOSE UNDER ■ •�• , ) CONSTRUCTION BY OTHERS,IF APPLICABLE)IS NOT DAMAGED.ANY SUCH Architectural TENANT ARE ■ ►♦ ` AA1❖• �I X DAMAGED WORK IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO A 1a Solutions Group II � "J, REPAIR TO THE ORIGINAL CONDITION TO THE LANDLORD'S SATISFACTION. NOT/ A-5 : 1 •••••••••••i• •4 '-7 112 Ir I SCOPE • •A . A-7 ,4; 10. UNDER NO CIRCUMSTANCE IS ANY BUILDING STRUCTURAL ELEMENT TO BE ■, 2T-2" ., 9'-1 112" • . A 15 -- ' r0 STORM WATER DRAINAGE,ELEGTRIGACUT OR ALTERED IN ANY WAY.BUILDING, FIRE PROTECTION UTILITIES SUCH ASWEtEPHONE,ERr 19120 SE 34TH STREET, SUITE 1 5 r • • ALARMS,SECURITY,HVAC AND GAS ARE NOT TO BE TURNED OFF OR ALTERED VANCOUVER, W A 98683 ■ • _ • SUCH THAT THEY AFFECT BUILDING OR OTHER TENANT SYSTEMS. These drawings and specifications are the confidential and proprietary property ■ • �• L — _ _ _ A-19 TEMPORARY SHUT-OFF IN ORDER TO ACCOMMODATE TENANT CONSTRUCTION of JP Morgan Chase and shall not be copied or reproduced without written • .• i �� ---- - I- MUST BE COORDINATED WITH THE LANDLORD. authorization. Thewitcontracth ds i documents were prepared b t«use this specific .. ■ r — — — 91e in conjunction with Bs issue date and are not suitable 1«use on a different site or at a later time. Use of these drawings for reference or example on ■ • • I A-11 II I I 11. THE CONTRACTOR SHALL VERIFY THE CONDITION OF ANY MATERIAL BEING anotherproject requires the services of properly licensed architects and engineers. Reproduction of the contract documents for reuse on another ■ • •• A_16 1 IlFr - 1 I I SALVAGED FOR REUSE AND STORE IN A LOCATION THAT WILL NOT project snot authorized. ■ • •♦ I { I IIL ] ADVERSELY AFFECT ITS REUSE.CLEAN AND REPAIR SALVAGED MATERIALS AS �• -A-9 � 1 A_10 NECESSARY PRIOR TO INSTALLATION.ALL FINISHES AND ASSEMBLIES ■ - _ _ - _ — _ SCHEDULED TO REMAIN SHALL BE RECONSTRUCTED OR REPAIRED TO I i •-•• 1 I 11u -_ J - - - - - - LIKE-NEW CONDITION. SEAL ■ �• Al i I lir - -` — � - - • - J I I �I - JI /r I z 12. (E)CEMENT PLASTER FINISH TO REMAIN U.O.N.PATCH WALLS AS REQUIRED EDA n ' ■ • J I I III I 1 N WHERE DEMOLITION HAS OCCURRED. �'��� �Cy� A 11 A 11 I ,,, 13. CONTRACTOR MUST OBTAIN AQMD APPROVAL PRIOR TO DEMOLITION. C� KENNETH J. ■ • I II I L �� x ■ A16 A16 • '-0" I - 1 / ■ A-7 A-7 • I I A-10 r = L ._.- - - _-- MC RACKS _ •� II } I A-9 A-7 ITi • ■ _ _ - ` ►.2T 41t' 74 L- A-7 L - - AMeS,SWA Vi ■ ~ ~ � - - - - - - - " _ , _ -= - - - = - - « � - - - ~ � A�1 n1• Al2I A13 :�� I - - ^ _ , 1- - ��AT 0599 � ■ A-8 , 0 •I A„ I I �\ I I PLAN LEGEND �� 0 / : WII N •i A16 A-8 Ni\L \ i i�4/13/20 / A11 " • A17 A10 — — 1 AA 10 / i ■ • • _ _ _ _ _ _ - I \ I (E) WALL TO REMAIN Kim/2568 i` ; / / / / ■ A-16 • ;r, - - - I ■ \ • I J. {E} DEMISING WALL / , / Fir t - --- - L--I � i / ■ 0 _ _ � • I I I ( Aa 111 ii — 1 / / / f ;! / ■ A_7 A-8 1 �t•���A��, ••�1 I I I" A 11 { 1I \ 0 - - - - - - {E} CONSTRUCTION TO BE REMOVED •1- A 11 ISSUE DATE DESCRIPTION � i j` / ■ n*it�� 1 f I ,llI / A-19 z �.%/i i / ■ ..♦. u � l'-4 A 9 II / {E) COLUMNS TO REMAIN I I_ _ _�_ _ - -I_ / w • • AREA OF (E) CONCRETE TO BE REMOVED FOR I`•�•�•�• ��II N •♦������ TRENCHING OF THE ELECTRICAL AND PLUMBING ■ ( o I �„ ►�4�.���� PIPING. LOCATIONS SHOWN ARE APPROXIMATE. / / // /// / // / /. I I I I I I V '=11 I +t VERIFY ACTUAL TRENCHING IN FIELD AND WITH PLUMBING AND ELECTRICAL DRAWINGS. \ 4 CONTACT ARCHITECT IF EXISTING CONDITIONS I 14'-9" COULD PREVENT SAFE SUCCESSFUL COMPLETION A-3 / Al OF WORK. jX. AREA NOT IS SCOPE 4-13-20 PERMIT SUBMISSION 4-3-20 90%SET 3-20-20 PLANNING • % L J [ PR oBE#T INFORMATION BLOCKJP1010.0 DATE: 1/20/2020 DRAWN BY: DA CHECKED BY: EC MODEL DRAWING STANDARDS v20.1 SHEET TITLE DEMOLITION PLAN NSHEET NUMBER 1 DEMOLITION FLOOR PLAN () A0 • 4 A0.4 1/4" = 11-0" DEMOLITION PLAN NOTES i A 1 (E) STOREFRONT SYSTEM TO BE REMOVED. PATCH /REPAIR SOFFIT TO REMAIN A-2 (E) WOOD ROOF STRUCTURE TO BE REMOVED A-3 (E) OVERHANG TO REMAIN. IIII A-4 (E) INTERIOR WALLJSOFFIT TO BE REMOVED. A (E) ACT CEILING AND ALL ASSOCIATED CONSTRUCTION TO BE 111 REMOVED. A-6 (E) GYPSUM BOARD CEILING AND ALL ASSOCIATED CONSTRUCTION TO BE REMOVED. A-7 (E) LIGHT FIXTURE(S) TO BE REMOVED. A-8 (E) ROOF ACCESS LADDER TO BE REMOVED. A-9 (E) ROOF ACCESS HATCH TO REMAIN. A-10 (E) HVAC DIFFUSER(S) TO BE REMOVED. I._jO L uLJ 1Z A-11 (E) CMU STORAGE ROOM TO BE REMOVED, (E) SLAB AND FOUNDATION TO REMAIN LU a_ D C6OT-13) 1 49' 11"EXISTING11 I I 4Y-7"EXITING CO LLI A-3 W - A3 W IM r - - 1 - I I in imim w CIA7 It µ A7 I A7 I / 1% a. CLI III >- 1 1 Le � \ E 1t _, E I ( r) 0Q � IXN _ / A ,1 ` ' i �� O W N o 4 ILL A-1 _ A-1 I N 0- A-7 II \\ / II A-7 H I A-7 Q J II ` / II GENERAL NOTES -�+ Ie i \ 0 z o0 I 7 - f 1. DEMOLITION IS REQUIRED OF ALL BUILDING COMPONENTS WHICH ARE Q � - � _ � I I I � / / / / / /` / / / ; I INDICATED BY DASHED LINES. Ig 0 ID // 2. IMPORTANT:COORDINATE EXTENT OF DEMOLITION WITH REQUIREMENTS FOR / / �/ / / / ■ 1 I I THE SCOPE OF CONSTRUCTION. N Le / / % / / ■ I— — -I Li LI I- - 7 LI r- - 7 I I W a Q / / // / ■ I I I I I r.LJ L — J CI / / / / ■ I I I 4. MEP DEMOLITION INDICATED ON ARCHITECTURAL DEMOLITION PLAN MUST BE z / // / ■ _ �A 4 I I COORDINATED WITH THE REQUIREMENTS FOR MEP CONSTRUCTION. 0 // / / // / ` f • ■ I_. I L 5. ALL DEMOLITION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH ALL O / / ■ �/ _I �" A-5 APPLICABLE LOCAL,STATE,AND FEDERAL CODES,LAWS AND ORDINANCES. W r j / % / ■ — — — THE INTEGRITY OF LIFE SAFETY AND EXISTING SYSTEMS IS TO BE MAINTAINED l 4 N / / / / / - - - - - I I !N ACCORDANCE WITH THESE CODES AND REGULATIONS. / / ■ II 6. WHILE THIS DRAWING GENERALLY REPRESENTS THE NATURE OF THE ` / I 14 // / / / ■ I / I I \ I I / I I / I _ EXISTING CONSTRUCTION TO BE DEMOLISHED,EXISTING CONDITIONS AS (1) ZICEZ IM // i - - A7 /, / / / / / / / / ■ _ J� ,l _ _ J� - ,l _ 1e- - ,l _ rq� _JI----- I INDICATED HAVE NOT BEEN VERIFIED ANd N07 EVERY DETAIL OF EXISTING / / / / / ■ r - 1 I- -1 f I z CONSTRUCTION IS SHOWN.IT 15 THE CONTRACTOR'S RESPONSIBILITY TO / /// , �// �. / /. ■ I I I I I I I I I I I VERIFY EXISTING CONDITIONS,INCLUDING THE LOCATIONS AND `O / / /' j L - J L -. J L - J L - J L = J L - J it' ,�co CONFIGURATION Of STRUCTURAL,FLOOR FINISH,PARTITION/WALL,CEILING0 / ` ■ l w AND MECHANICAL(HVAC), ELECTRICAL&PLUMBING,COMPONENTS AND f// / / / / ... ■ _, ACCESSORIES. / / • °1 7. IT IS THE INTENT OF THIS DRAWING TO INDICATE THE EXTENT OF DEMOLITION I / / / i / / II ■ ` • ' OF FLOOR FINISHES,INTERIOR WALL PARTITIONS,INTERIOR DOORS& , / ■ - - ;k WINDOWS,AND CEILING FINISHES AND FIXTURES.PERFORM DEMOLITION ' /, / ■ ACTIVITIES WHACAREFUL UNDERSTANDG OF SUBSEQUENT NEW ARCHITECT/ ENGINEER OF RECORD / /// / / / _ CONSTRUCTION REQUIREMENTS IN AREAS WHERE ADJACENT OR SUBSTRATE / / / / / ' � : A-5 CONSTRUCTION IS TO REMAIN AS PART OF THE FINISHED WORK. / j �1 -- //////// ///// // / ■ A-7 A-4 .� "f 8. ELECTRICAL DEMOLITION SHALL INCLUDE REMOVAL OF ALL RECEPTACLES, py„ / I— r - 1 �- A-1• / / / ■ I I I I I I 11 I II I CONTINUITY TO REMAINING DEVICES,A5 REQUIRED.REUSE ALL ABANDONED / / / / ■ L = J L = J L = J L = J L = J L — J r---- CIRCUITS WHERE POSSIBLE. / I A-5 9. GENERAL CONTRACTOR TO TAKE ALL NECESSARY PRECAUTIONS TO ENSURE /` / / // / / /// / ■ A-7 THAT EXISTING WORK NOT SHOWN TO BE DEMOLISHED(OR THOSE UNDER DESIGN / i , ► � � 0 CONSTRUCTION BY OTHERS, IF APPLICABLE)IS NOT DAMAGED.ANY SUCHDAMAGED /�/ / ; J � / / : sly - r - - 7f lv - A 10 / 8'0"EXISTING ,, REPAIR TO T�E ORIGINAL RK IS THE CONDITION 0 THE LANDLORD'SESPONSIBILITY OF THE LSATISFACTION.CTOR TO Architectural / / / // / / T �/iNT AREA / ■ I /\ 1 1 /\ 1 I /\ I I /\ I Solutions Group / T / ■ L = J� - L -_ _ A = 10. UNDER NO CIRCUMSTANCE IS ANY BUILDING STRUCTURAL ELEMENT TO BE / / // / / / / NOT IN/SCOPE A 1. c(� � / ■ — CUT OR ALTERED IN ANY WAY.BUILDING UTILITIES SUCH A5 WATER,SEWER, /� / i / // I�I V LV V V O , STORM WATER DRAINAGE,ELECTRICAL,FIRE PROTECTION,TELEPHONE, 19120 SE 34TH STREET, SUITE 1 15 / / ■ _ ALARMS,SECURITY,HVAC AND GAS ARE NOT TO BE TURNED OFF OR ALTERED ' SUCH THAT THEY AFFECT BUILDING OR OTHER TENANT SYSTEMS. VANCOUVER, WA 98683 /` / ■ r r - - I- r r - 0 -1 TEMPORARY SHUT-OFF IN ORDER TO ACCOMMODATE TENANT CONSTRUCTION / %" / / / / ■ I I 1 I I I I I I I II I — - — - — �! MUST BE COORDINATED WITH THE LANDLORD. These drawings and specifications are the confidential and proprietary property /F f L,,, — of JP Morgan Chase and shall not be copied or reproduced without written / ` / / / ■ L - J L J L _ _I L - J L e J — CA 4 � r — ,--= — — ! A•11 1 aufhpnzation. The contract documents were prepared f«use on this specific / ■ I _ — 11. THE CONTRACTOR SHALL VERIFY THE CONDITION OF ANY MATERIAL BEING site in conjunction with its issue date and are not suitable for use on a different / ' SALVAGED FOR REUSE AND STORE INA LOCATION THAT WILL NOT site«at a late time. Use of these drawings F«reference«example on / / % , // / / / ` ��. another prefect requires the services of property icensed architects and / / / / ■ ADVERSELY AFFECT ITS REUSE.CLEAN AND REPAIR SALVAGED MATERIALS AS engineers. Reproduction of the controct documents for reuse on another / / ♦ / / /` >► I I CEI NECESSARY PRIOR TO INSTALLATION.ALL FINISHES AND ASSEMBLIES protect is not authorized. / / //////// i //// : A 7SHALL BE RECONSTRUCTED OR REPAIRED TO / A_5 A-5 I I LIKE NEW CONDITION. / / / //// / / / ■ A_7 A-7 I I _ _ _ _ _ _ 12. (E)CEMENT PLASTER FINISH TO REMAIN U.O.N.PATCH WALLS AS REQUIRED SEAL / / ,/ / ' // ■ A-10 A-10 I — — I — — — I z WHERE DEMOLITION HAS OCCURRED. / / / // / ■ — — J 1 13. CONTRACTOR MUST OBTAIN AQMD APPROVAL PRIOR TO DEMOLITION. �� �D ARS / co , / / ■ I I x C3 KENNETH J. • / ■ I I I I I I I i A� I I A I - - M RACKE // %/ / ■ L — J L = J L = J Afi L J-- -- --,L- - - - - - J I I A4 E I • 1111 / // I.- _I_ _ L _ �� 'License# 99 - - - - - 55 TI / / // / / / / — T T /, ♦ �/ / / I - - - - - - - - -- - _ _ _ -� A$ _ A5 PLAN LEGEND �o / / ,� / // ■ I I / A-7 , I OF ,` / // ; / / / ■ II A-10 I I / / /� /'� /� ' A 9 A� I I A 7 / / (E) ::ZN OLI/�3/2� // I A 5 II ■ ■ {E} I KJM/2568 / j / / / / ■ I I J (E) CONSTRUCTION TO BE REMOVED CO / ' / / / / / / / /7, AREA NOT IS SCOPE / ,. g A-4 -,..,...„..,.. J// / z ISSUE DATE DESCRIPTION ,// / / ■ 1, / ,- , / / I , •••.•:,,,-, ••,• . / //y 1 N / /// / / / / / //` ////// +I I C-4D A-6 — A-7 A-10 4-13-20 PERMIT SUBMISSION 4-3-20 90%SET 3-20-20 PLANNING PROJECT INFORMATION BLOCK L4(2 J C JOB # JPM19010.0 DATE: 1/20/2020 DRAWN BY: DA CHECKED BY: EC MODEL DRAWING STANDARDS v20. 1 SHEET TITLE DEMOLITION RCP PLAN NSHEET NUMBER 1 DEMOLITION CEILING PLAN 0,) AO • 5 A0.5 114" = 1-0" DEMOLITION PLAN NOTES il A-1 (E)CONDENSER UNITS TO BE REMOVED. A-2 (E) RTU TO BE REMOVED. A-3 (E) PARAPET WALL TO REMAIN. A-4 (E) CONCRETE ROOF TILE TO REMAIN. 11111 A-5 (E) METAL ROOF TO BE REMAIN. CLEAN AND PREP FOR PAINT. A-6 (E) ROOF TO REMAIN, PATCH AND REPAIR AS REQUIRED. A-7 (E) ROOF HATCH TO REMAIN. I A-8 (E) SIGN BAND METAL FINISHES TO REMAIN. CLEAN AND 4 PREP FOR PAINT. A-9 PROTECT (E) FINISHES ON REAR OF SIGN BAND TO REMAIN O U- a w A-10 PROTECT(E) SIGN BAND BRACING TO REMAIN Q c Lu 1 fY I ISD C B A A-11 PROTECT(E) DRAINAGE SYSTEM BEHIND SIGN BAND TO REMAIN 50'-3" (SIGN BAND) A-12 (E) CMU STORAGE ROOM TO BE REMOVED 1 I I �% r A-8 A-8 M W I o w MN I ii in IM 13 2T-9" (METAL ROOF) I I _ J ICil A9 0. gt1 W J I In 0QJIX CeN W 0 A-5 I (E)SLOPE 1 (E)SLOPE 1 LL N (E)SLOPE O0 4 (E)SLOPEI w A-10 I N I A-10 I N 0` °� - - GENERAL NOTES CO CI � ce (E)SLOPE ) Z O O — — - - 0- 1. DEMOLITION IS REQUIRED OF ALL BUILDING COMPONENTS WHICH ARE INDICATED BY DASHED LINES. W W 0 Q (E)SLOPE 1IID 2. IMPORTANT:COORDINATE EXTENT OF DEMOLITION WITH REQUIREMENTS FOR a THE SCOPE OF CONSTRUCTION. Ce) Ce I / En W a a 3. REMOVE FROM SITE PROMPTLY&LEGALLY ALL ITEMS NOT NOTED FOR — — A 3 I RE-USE/RE-INSTALLATION OR DELIVERY TO OWNER. I— I 4. MEP DEMOLITION INDICATED ON ARCHITECTURAL DEMOLITION PLAN MUST BE el> Z O N ° I I COORDINATED WITH THE REQUIREMENTS FOR MEP CONSTRUCTION. Nim,' Z Q I I A-9 I = 5. ALL DEMOLITION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH ALL 0 L — J I I APPLICABLE LOCAL,STATE,AND FEDERAL CODES,LAWS AND ORDINANCES. W 4. N I I THE INTEGRITY OF LIFE SAFETY AND EXISTING SYSTEMS IS TO BE MAINTAINED4 I A-11 - IN ACCORDANCE WITH THESE CODES AND REGULATIONS. (1) Z A-1 A-2 L J 6. WHILE THIS DRAWING GENERALLY REPRESENTS THE NATURE OF THE F I- — — 1 EXISTING CONSTRUCTION TO BE DEMOLISHED,EXISTING CONDITIONS AS a I I INDICATED HAVE NOT BEEN VERIFIED AND NOT EVERY DETAIL OF EXISTING r — — I I (E)SLOPE CONSTRUCTION IS SHOWN. IT IS THE CONTRACTORS RESPONSIBILITY TOI (11) VERIFY EXISTING CONDITIONS,INCLUDING THE LOCATIONS AND `/ I I L — J CONFIGURATION OF STRUCTURAL,FLOOR FINISH,PARTITION/WALL,CEILINGC111) I I A-4 AND MECHANICAL(HVAC),ELECTRICAL&PLUMBING,COMPONENTS AND r ACCESSORIES. L — — J A 1 I-- I 7. IT IS THE INTENT OF THIS DRAWING TO INDICATE THE EXTENT OF DEMOLITION I I OF FLOOR FINISHES,INTERIOR WALL PARTITIONS,INTERIOR DOORS& F — 1 L — J WINDOWS,AND CEILING FINISHES AND FIXTURES.PERFORM DEMOLITION ACTIVITIES WITH A CAREFUL UNDERSTANDING OF SUBSEQUENT NEW I I ARCHITECT/ ENGINEER OF RECORD I 1 A-8 CONSTRUCTION REQUIREMENTS IN AREAS WHERE ADJACENT OR SUBSTRATE CONSTRUCTION IS TO REMAIN AS PART OF THE FINISHED WORK. (E)SLOPE (E)SLOPE L — -- J 11 g_2" 8. ELECTRICAL DEMOLITION SHALL INCLUDE REMOVAL OF ALL RECEPTACLES, ` °` (E)SLOPE / / TELEPHONE/DATA OUTLETS,CABLING AND DEVICES.MAINTAIN CIRCUIT / CONTINUITY TO REMAINING DEVICES,AS REQUIRED.REUSE ALL ABANDONED a, CIRCUITS WHERE POSSIBLE. I- — A 6 I 1 9. GENERAL CONTRACTOR TO TAKE ALL NECESSARY PRECAUTIONS TO ENSURE DESIGN THAT EXISTING WORK NOT SHOWN TO BE DEMOLISHED(OR THOSE UNDER ADJACENT I CONSTRUCTION BY OTHERS,IF APPLICABLE)IS NOT DAMAGED.ANY SUCH ..� L — J 8'0" DAMAGED WORK IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO Architectural TENANT AREA A 1 / REPAIR TO THE ORIGINAL CONDITION TO THE LANDLORD'S SATISFACTION. Solutions Group 10. UNDER NO CIRCUMSTANCE IS ANY BUILDING STRUCTURAL ELEMENT TO BE — -1 CUT OR ALTERED IN ANY WAY.BUILDING UTILITIES SUCH AS WATER,SEWER, NOT IN SCOPE I- I I STORM WATER DRAINAGE, ELECTRICAL,FIRE PROTECTION,TELEPHONE, 19120 SE 34TH STREET, SUITE 115 _ 0 ALARMS,SECURITY,HVAC AND GAS ARE NOT TO BE TURNED OFF OR ALTERED I I I — J 1 SUCH THAT THEY AFFECT BUILDING OR OTHER TENANT SYSTEMS. VANCOUVER, WA 98683 TEMPORARY SHUT-OFF IN ORDER TO ACCOMMODATE TENANT CONSTRUCTION I I I A 12 MUST BE COORDINATED WITH THE LANDLORD. These drawings and specifications are the confidential and proprietary property of JP Morgan Chase and shall not be copied or reproduced without written authorization. The contract documents were prepared for use on this specific II11. THE CONTRACTOR SHALL VERIFY THE CONDITION OF ANY MATERIAL BEING site in conjunction with its issue date and ore not suitable for use an a different SALVAGED FOR REUSE AND STORE IN A LOCATION THAT WILL NOT site or at a tater time. Use of these drawings for reference orexample on A-2 I I another project requires the services of property licensed architects and ADVERSELY AFFECT ITS REUSE.CLEAN AND REPAIR SALVAGED MATERIALS AS engineers. Reproduction of the contract documents far reuse an another L J NECESSARY PRIOR TO INSTALLATION.ALL FINISHES AND ASSEMBLIES project is not authorized. SCHEDULED TO REMAIN SHALL BE RECONSTRUCTED OR REPAIRED TO LIKE-NEW CONDITION. 12. (E)CEMENT PLASTER FINISH TO REMAIN U.O.N.PATCH WALLS AS REQUIRED SEAL WHERE DEMOLITION HAS OCCURRED. ,\ LD 13. CONTRACTOR MUST OBTAIN AQMD APPROVAL PRIOR TO DEMOLITION. �`n 4 /�/ 7:2 [' C3 KENNETH J. A-7 ,Eo � MC RACKE F 1 • - AM S, WA I— — — — License#5599 O I 1 i� PLAN LEGEND q 1 1 1 �FOF ' ' 1 1 I (E) WALL TO REMAIN 04/13/20 L — — — _I KJMI2568 AREA NOT IS SCOPE A-1 J - - - - - - - - - J 0 ` ISSUE DATE DESCRIPTION 1 A-3 � A-12 EV (E)SLOPE I ro '1 \ 0 . 27'-9" 4-13-20 PERMIT SUBMISSION / 4-3-20 90%SET i I 3-20-20 PLANNING PROJECT INFORMATION BLOCK ....i JOB # JPM19010.0 DATE: 1/20/2020 DRAWN BY: DA iii z CHECKED BY: EC 2 w to MODEL U DRAWING STANDARDS v20.1 SHEET TITLE DEMOLITION ROOF PLAN NSHEET NUMBER DEMOLITION ROOF PLAN (I) 6 A0.6 1/4" = 1'-0" AO . SLAB PLAN KEYNOTES il A-1 OUTLINE OF EQUIPMENT, SEE SCHEDULE &STRUCTURAL DRAWINGS POWER/DATA FLOOR BOX.SEE ELECTRICAL DRWGS. COORDINATE A-2 WITH VENDOR FOR EXACT LOCATION.SEE STRUCTUAL DRWGS. FOR CONCRETE CUT AND PATCHING. A-3 CONDUIT PENETRATION THRU SLAB PER ELECTRICAL DRAWINGS A-4 PENETRATION THRU SLAB PER PLUMBING DRAWINGS A-5 RECESSED ELECTRICAL PANELS. A-6 FLOOR DRAIN. SEE PLUMBING DRAWINGS. A-7 (E) CONCRETE SLAB TO REMAIN. LEVEL SLAB AS NEEDED TO ACCOMMODATE NEW FINISH. A-8 APPROXIMATE LOCATION OF SEWER LINE.G.C.TO VERIFY LOCATION IN FIELD. SLAB PLAN GENERAL NOTES 1. GC TO FIELD VERIFY ALL DIMENSIONS AND PLUMBING O FIXTURE/ELECTRICAL DEVICE CUT SHEETS PRIOR TO FINAL ❑ Lu INSTALLATION AND DISCREPANCIES SHALL BE IDENTIFIED TO THE ARCHITECT Q Lu 2. GC SHALL VERIFY EXISTING SLOPES OF DELIVERED SLAB AND o D (..*:„.9) (1--3D A NOTIFY ARCHITECT AND PM OF ANY DISCREPANCIES. T3. ARCHITECTURAL CONCRETE IS TO BE WELL VIBRATED, CLEAR II OF ANY HONEYCOMBS AND TO HAVE A SMOOTH EVEN TEXTURED FINISH OR AS NOTED ON DRAWINGS. FOR TRENCH 49'-7"EXISTING I f INFILL AT SAW CUTTING SEE STRUCTURAL DRAWINGS. / 4. ALL INTERIOR DIMENSIONS ARE FINISHED SURFACE TO I FINISHED SURFACE. U.O.N. �� I I 5. SEE A1.1 FOR PROPOSED FLOOR PLAN LAYOUT AND I DIMENSIONS. W -i 6. GC SHALL PROVIDE 15 MIL.VAPOR BARRIER AT ALL INFILL SLAB. W I= PI. CI I M ON IL W { IW>m I I oa -IwN SLAB PLAN LEGEND IJJ0N _ ,. _ __ I Q 1� • 13'-6" r 7-0" �r \ / I FLOOR RECEPTACLE SEE ELECTRICAL DRAWINGS FOR N o ti 03/4 \ r 3'-2" [El MORE INFORMATION. CO 12C II ,a: - --- ! PLUMBING AND ELECTRICAL PENETRATION THRU \ I Z O O I' F I 1 , 11111 CI I�� -• � _ � O SLAB SEE PLUMBING AND ELECTRICAL DRAWINGS / / / / ■ FOR MORE INFORMATION. / / ,/ ,sss LBS. W WV v / / /// / : .: • • • 1742 LBS. ;► CONCRETE SLAB TO ALIGN AND MATCH WITH (E) y Ce • ' • CONCRETE AT ADJACENT SLAB, SEE STRUCTURAL / / / / / I ; • . , .p SHEETS. G.C.SHALL POUR SLAB TRUE AND LEVEL AS W 4 4 / / / / A-1 -• r REQUIRED TO ACCOMMODATE NEW FLOOR /// // // / / ■ T A1 ::: . A 2 A-2 i I FINISHES. PROVIDE ADEQUATE SLOPE FOR ADA ' Z 12 car V / / / / i CONDITIONS AS REQUIRED. % ,/, / / / 1 / ■ BOOTH 2 BOOTH 1 ,3577: r AREA NOT IS SCOPE Z / / / / ' ■ .LBS. W J4 N CCS4 M tCI) /2//// j `, (N)WALL Z / / ; // / ■ • m m i m • (E)DEMISING WALL a IM / / / / / / �' Cil) / / I / ■ 10'�1I2" ,/,/ / . // / / / / . / i j/////// < A2 1742 LBS..'/ / / ;' / i ■ PCS 5 -� A3 / // / / / / ■ ;� Al 10' 11" " , ///// / / // / / // / // /., / / ■ �'� ARCHITECT/ ENGINEER OF RECORD / / ■ A 3 :1742 LB• S. • `.:�... m LOUNGE , 0 pirin / /` ! ■ ... .::__._ _.._.. LOBBYir Z toY / y�,,. , m 11'3" x `% i ■ w / , / / / ■ A-3 / / - _ r DESIGN : -IMIFE En ./ / /' ,/ i''' ' / / ■ A2 :::..� 10 Solutions Group /2)pi(c / / s . ., Architectural Iii / / 1311 / / , / I ; ■ // / i // / / / Nib 1I SfOP / / ■ -:-.E-1: :Vi i0 . , — A6 • 19120 SE 34TH STREET, SUITE 115 !/ / ;�/ / / / / //i ■ PCs 6 21'4" i P N _ _ _ _ VANCOUVER, WA 98683 / / / / / / / ■ f : ' These drawings and specifications are the confidential and proprietary property i �! of JP Morgan Chase and shall not 6e copied or reproduced without written % / / / �� / ■ W auth0rizotion. The contract documents were prepared for use on this specific / / / / / / '.c ► site in conjunction with its issue date and are not suitable For use on a different /// / ■ O f• Site or at o toter time. Use of these drawings for reference or example on / / // / / ■ y.� . A - another project requires the services of property Fcansad architects and / / engineers. Reproduction of the contract documents for reuse on another / , / ■ project is not authorized. ■ [1 A-5 ..41 / / // ; ■ PCS 7 •: '!' �- / / / / t• SEAL / / / ■ 7 _ 11'-2" s- r / , % 9'91/2 N ` ED /4,��� //// / i / / / ■ J Ails �� ��� /' / / /� / • �. A 7 "' KENNETH J. / / ■ A • _?_.•,_, M RACKE / // // /7:/// i / ■ :Li .•�y'. , : i (l> License#5599 / / / ■ ' JANITOR HALLWAY OF O / ,//` i / /' / / /I PRINT :i 0443/20 / / / / / rr /' ,�' / / ■ DATA . • . A-6 _ I / i ► . Cr LIM/2568 / // // I / / ,/ ■ MANUAL f / EQUIP./ As / / / / ■ A-� TRANSACTION4111 �/// / / ■ CASH RM. .. �' : ' ^, [ - - - ISSUE DATE DESCRIPTION / / / / • / / : • 1 01. MENS N/ / j , i . / / • •. • . .•• / / / / //y . P." _, • b / ./ / / ///// / / / //' / / / / / / / / / / : 1-1"I •/ • 3" A-8 1'-31/T 4-13-20 PERMIT SUBMISSION 4-3-20 90%SET 3-20-20 PLANNING PROJECT INFORMATION BLOCK L4(2 J JOB # JPM19010.0 DATE: 1/20/2020 DRAWN BY: DA CHECKED BY: EC MODEL DRAWING STANDARDS v20.1 SHEET TITLE SLAB PLAN NSHEET NUMBER 1 SLAB PLAN () A1 .0 318" = 1-0" A 1 0 • FLOOR PLAN NOTES _ A 1 (E) SHELL BUILDING STRUCTURE TO REMAIN, SEE ELEVATIONS FOR PAINT FINISH. (E) ONE HR RATED DEMISING WALL TO REMAIN. CHASE G.C.TO COORDINATE REPAIR TO (E) DEMISING WALL, SEE STRUCTURAL. A-2 REMODEL WITH SECURITY MESH, INSTALL TO 6"ABOVE CEILING. CHASE G.C.TO INSTALL INSULATION AND GYP. BD. ON CHASE SIDE. SEE WALL TYPES. A-3 (E) OVERHANG TO REMAIN. CUSTOM SHOP-FABRICATED BUILT-IN MILLWORK BY G.C.: A-4 REFER TO INTERIOR ELEVATIONS-SUBMIT SHOP DRAWINGS AND FINISH SAMPLES TO ARCHITECT FOR APPROVALtn A-5 FULL HEIGHT WALLS, EXTEND WALLS TO ROOF ABOVE. FULL HEIGHT GYP. BD. W/INSULATION AT RESTROOMS. A-6 FLOOR MATERIAL TRANSITION: REFER TO DETAIL 2/A1.2 AND SHEET A3.3.1 EQUIPMENT/ APPLIANCE: REFER TO EQUIPMENT INSTALLATION MANUAL- COORDINATE WITH EQUIPMENT INSTALLER- PROVIDE ELECTRICAL, DATA AND A-7 SECURITY ROUGH-IN WORK AS REQUIRED- FRAME WALL OPENING AND PREPARE FLOOR SUBSTRATE AS REQUIRED. PROVIDE BLOCKING IN WALL AS REQUIRED. REFER TO CHAPTER 308/A0.2.1 AND CHAPTER 707/A0.2.3. FIRE EXTINGUISHER AND CABINET: lY PROVIDE THE MINIMUM NUMBER AS REQUIRED AND O COORDINATE LOCATIONS WITH CODE REQUIREMENTS AND o A-8 ADJACENT ACCESSIBILITY CLEARANCES. CABINET SHALL NOT eE REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF WRIST TO a_ ui OPEN. FIRE EXTINQUISHER MAX. HEIGHT 48"AFF. DE CI-_-:D C9) I 103 ® SOFFIT/ BULKHEAD ABOVE: 49'-7"EXISTING A-9 REFER TO REFLECTED CEILING PLAN, INTERIOR ELEVATIONS AND A STRUCTURAL DRAWINGS. 6-6"EXISTING 31'-7"EXISTING 9'-6"EXISTING DEMOUNTABLE PARTITION SYSTEM WITH INTEGRAL DOORS AND 1 A 10 POWER, DATA AND SECURITY CONDUIT SYSTEMS, ANCHORED TO Ill BUILDING WALLS, SUBFLOOR, AND BULKHEADS. COORDINATE I ElA 20 A2.1 A 21 WITH VENDOR. SEE DETAIL 13/A5.2.1. r /� 1 TYP. TYP. COW A-11 (N) STOREFRONT GLAZING SYSTEM, TO MATCH (E), SEE EXTERIOR W ELEVATIONS AND WINDOW TYPES. —1 CD r - - RECESSED MOUNTED ELECTRICAL PANELS, SEE ELECTRICAL I ❑ -% — ] I A21 A 12 DRAWINGS. PROVIDE LOCKING ENCLOSURES. I/ ''' TYP. H1-LOW DRINKING FOUNTAIN, SEE CHAPTER 602/A0.2.2, INTERIOR A-13 ELEVATIONS AND PLUMBING DWGS. et 9IX cif) -11 u2" 8 7" A-3 MOP SINK & WATER HEATER ABOVE.SEE INTERIOR ELEVATIONS, 0 4NEI N I I A 14 DETAIL 10/A5.3.1 AND PLUMBING DRAWINGS. LU WB1 WM WM _ ® WM WB TYP A-15 6x6 INTERNATIONAL ADA SYMBOL MOUNTED AT ENTRY DOORS O 4 u' A 19 A-24 PER CHAPTER 703/A0.2.2 A0.2.3 f: N Q ti A \ /-1 Ci\ / A-16 TACTILE EXIT SIGN PER CHAPTER 703/A0.2.2-A0.2.3 COw "� Ce TYP. A 11 �/ M Z 0 o 0 TYP. �'I II - . 11 I i - - - -1- - - - t= 1 . 1. Li I , -- - --- ` -_ ___ —_. I A 17 ADJUSTABLE SHELVES. PROVIDE BLOCKING. 0 e , 0.---- - - -(0 „,,„_ C 1-A ) 7// //., // ■ * la w o 0 PROVIDE 4'X8'X1/2" FRE RETARDANT P YWOOD IN DATA ROOM. I L / ■ - — - A-16 . ---0 , i s! A-18 DO NOT PAINT OVER MFR. LABEL. FOR INTERIOR ELEVATIONS SEE y ce / / / / ■ 41A5.1.2 :B — WB ELECTRICAL DRAWINGS. ALL (4) SIDES. % /// // iW Q A-7 J — HIGH/LOW PUSH PLATE. PROVIDE 30"X48"CLEAR FLOOR SPACE WD1 CCS 4 • A27 "' ' I ,' . ,,1 c �i� A-19 W/2%CROSS SLOPE CENTERED ON DEVICE PER CHAPTER S2/ / // % Z CI ji N ■ BOOTLE3. -BOOT# --- - -BOT1t �, ��. 305/A0.2.1. oHt ,I \■ A 6 A 96-9 ` -- A-20 SIGNAGEBYSIGNVENDOR. SEPARATEPERMIT.SEEELEC. DWGS.,_____, 0 — Z 0 / / / ■ s'-9" s'-9" 11 A-21 PATCH AND REPAIR (E) METAL PANEL. PAINT PER ELEVATIONS. W -I 4 c4/ % ■ HOLD 1 C, r _ HDLD �. cP -- / /` / ■ A9 L / _ (N) ACCESSIBLE TRANSACTION COUNTER. PROVIDE 36 CLEARMaga Z i A 6 2. A-22IM/ A 10 r — C� LENGTH FREE OF OBSTRUCTION.// /; - - / / A 23 (N) KITCHEN SINK, SEE PLUMBING DRAWINGS. PROVIDE 30"x 48" (I) / j i. / / / ■ /l / / lI CLEAR FLOOR SPACE. SEE CHAPTERS 305-308/A0.2.1I/ / / / i// / 40Afii / // 4-7w A 6 A 24 [N) ATM SURROUND BY SIGN VENDOR. 0i ■ / / , (N) ROOF LADDER & (E) ROOF HATCH. REFER TO ROOF PLAN // , f i // ■ I 1 • / 1 AND DETAILS AS NOTED. ' c SrAS.t.a a I 1 / / // A4 rWBCEILING LIGHT FIXTURE COVE, REFER TO REFLECTED CEILING / All / / I/ / 1145.1.2 A 1■ B / / �" I - ARCHITECT/ ENGINEER OF RECORD //// / / c alast3firiftsis LOUNGE 1 A-27 FLOOR OUTLET. SEE ELECTRICAL DRAWINGS. ■ PCS5 L -- / A23/ / PM // / / / /� / A-g _ �/ p ir A21 A2 2A-28 (E) SWITCHGEAR TO REMAIN, SEE ELECTRICAL DRAWINGS. / / / / A-10A 26 _ 1 c 3rAs.,.z a — TYP. 'ARTI oN — LOBBY , ,, A-29 (N) CMU INFILL TO MATCH (E) WALL / / II .111111 II iiI II . asa�. I. 'q D ,/ // / / 11 i / / / //// / i // // ■ �� - TYP. DESIGN // / / AIN i / I ■ PCS 6 a. 0 _ A-28/ . , //// / / / A , A : x Solutions Group , Li, ;� / / // I. SIO �' ■ I WOMENS 1 Q, 19120 SE 34TH STREET, SUITE 115 , ' •- - — — — — — 0 VANCOUVER, WA 98683 ' A 9 A 27 Air d A-20 / ' A-6 I I W 65 GENERAL NOTES These drawings and specifications are the confidential and proprietary property of JP Moran Chase and shall not be copied or reproduced without written ■ A-10 A-12 authonzaiion. The contract documents were prepared for use on this specific C P RTITI+ / ■ — — — — — — — A-6 G site in conjunction with its issue date and are not suitable for use on a different 4, ' / _. , _ ,u _ , __ —. 3 1/2" 5" j site or at a later time. Use of these drawings for reference Cr example on ' _ - -- - " 9'-11 1/2" 5-4" 5'-4" f 4-F 1 1 another project requires the services of property licensed architects and / , 1 1. ALL INTERIOR DIMENSIONS ARE FINISH SURFACE TO FINISH engineers- Repraduation of the contract documents for reuse on another SURFACE OR CENTER LINE OF COLUMNS, UNLESS OTHERWISE lxaieat snaraufharzed. / : • m W1 � � NOTED. A-6 /0•.70 J HALLWAY / // ■ �'— l//i�'so"�///f%/�//�///�;'i A5 2. ALL WALLS TO RECEIVE A LEVEL 4 FINISH U.O.N. • j I SEAL MI /' ■ ,_5" A� TYP. c 3. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH C[ — ■ I ' r 170" yQ Q•i. WJ STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING QLD A ■ 1 • KB - DRAWINGS AS A COMPLETE SET. C\ ���? i U ■ PCS 7 4; = �� B uAs.t.0 o - ■ A 8 ( 8-E ) i A-9 A-22 KENNETH J. LI 1 / ( 7 0 4. PROVIDE BLOCKING AND BACKING AS DEFINED IN M RACKS — — — — A WB4 SPECIFICATIONS AT 2'-0"AFF AND 8'-0"AIF IN (E) WALLS AND I I 3'-9" / 5'-8" - - — — — — Ii : — — — — o NEW PARTITIONS, FOR ALL CASEWORK AND ACCESSORIES. • • / ' / 7/ COORDINATE WITH FIXTURE SHOP DRAWINGS. AM , WA ■ // iiii/ i ,,,,,,,,,, aiiii/iiii,/ /r Y - pT=== s� \ License#5599 / ir A6 � r.,r== _� ly 40 TYP. 5. PROVIDE WATER RESISTANT GYP. BD. AT ALL WET LOCATIONS. cpx■ I I A 5 PRINT �� ■ aN,� -1' _ L;;,��yr g. IJCr OF ��� ■ I I TYP I M \ ' "—� A 14 � _ ± 6. ALL DOORS TO BELOCATED 4"FROM PERPENDICULAR WALL Q / WD2 A18 ( 9E �� I A.g i c � � W� 1�® A-20 U.O.N. ■ 1 1 /// ii//ilii' B zla5.t.3 D ' ' ■ A 17 7. FIRE EXTINGUISHER CABINET SHALL BE RECESSED WITHIN 6"WALL. ��/13/20 ./ ... DATA A-29 2s1���5� IT-1" 1. MANUAL c A-25 J►►NITOR ( 6_F I 8. WALL, FLOOR AND CEILING SHALL NOT EXCEED THE FLAME // �' / , 17 WJ ✓ _ A 0 1 ii;;i;,-;/,:///,,,,, „,///////././ // SPREAD CLASSIFICATION IN OSSC TABLE 803.13 _. GLV f EQUIP.! N TRANSACTION B 31A5.1.3 0 j ■.I i A 7 CASH RM. A 6 A 6 / — — — — 9. FOR ELECTRICAL RECEPTACLE MOUNTING HEIGHTS TO COMPLY / qWITH OSSC SECTION 1109.13.SEE CHAPTER 308/A0.2.1 AND ■ 1111 i 1 A-4 1 A-4 W A A-5 -.!/// ELECTRICAL DRWGS. ISSUE DATE DESCRIPTION / ■ f I TYP. MENS ,_. ■ ' i /%� WB3 10. WHERE SLAB PATCHING OCCURS SEE STRUCTURAL. ■, i r-1° - I - - - - - �- to `� — - - — j,([ �� A-20 1 / _ / / / / _ ill Ai _ __i aft,” /, I II Il �— •"� — ///`/ �/ V2 I II I i f-lr1 L J FLOOR PLAN LEGEND WB WBl WB1 A-1 TYP. W 82 6'-6" j 17'-11" 11'-6" 2'-2" 10-11' (E) EXTERIOR WALLS. FINISH W/5/8"GYP BD. ON THE INTERIOR SIDE. PROVIDE FURRING AND REPAIR 4-13-20 PERMIT SUBMISSION INSULATION AS NEEDED. 1 4-3-20 90%SET A2.3 (EDEMISING ON NTERIOR SIDE FRAMING.SWALL E PROTUDES DE SECURITY 3-20-20 PLANNING MPROJECT INFORMATION BLOCK L1&' i JOB # JPM19010.0 INTERIOR NON-BEARING PARTITIONS, EXTEND STUDS DATE: 1/20/2020 6"ABOVE CEILING.SEE STRUCTURAL FOR CONNECTIONS DRAWN BY: DA CHECKED BY: EC //`/////// INTERIOR NON-BEARING PARTITION FULL HEIGHT WALL. SEE STRUCTURAL FOR CONNECTIONS MODEL ) XXXXX( (N) EXTERIOR WALL INFILL. DRAWING STANDARDS v20.1 SHEET TITLE . / AREA NOT IN SCOPE FLOOR PLAN NSHEET NUMBER 1 FLOOR PLAN 0 A 1 • 1 A1 .1 114" = 1r-0r1 DEMOUNTABLE PARTITION4E1 i' IV;. LEGEND FINISH PLAN KEYNOTES AND SUBFLOOR BLOCKING W8-402 WB-402 NB-402 WB-403A-1 ROOM IDENTIFICATION SIGNAGE BY VENDOR.SEE A18/A0.2.2. �_--` A CERAMIC TOOL CO.#14 BCT ♦�♦�.�.����� MILLWORK BY G.C. SEE � BACKWARD CARPET TRIM IN DEMOUNTABLE PARTITION DEMOUNTABLE PARTITION INTERIOR ELEVATIONS AND ....L...., .7 1.1I j CLEAR ANOD.ALUM. - I AND SUBFLOOR BLOCKING AND SUBFLOOR BLOCKING �������y�� DETAILS ON SHEET A5.3.1 FLUSH MOUNTED POWER/DATA FLOOR BOX OR CONDUIT STUB-UP-SEE I - / / 7 SUBFLOOR BLOCKING I SHIMS SUBFLOOR BLOCKING I SHIMS SUBFLOOR BLOCKING/SHIMS A-2 ELECTRICAL DRAWINGS. l AS REQD. AS REQD. AS REQD. / ! ''•••-••-••-••^ LOCATION OF BR FIBERGLASS JOHNSONITE LS-4 -E SUBFLOOR -•JOHNSONITE LS-40-E SUBFLOOR '-JOHNSONITE LS-40-E SUBFLOOR AT TELLER AREA 4'X8'X3/4"FIRE RETARDANT PLYWOOD(5 TOTAL)IN DATA ROOM(3)SIDES DO - LEVELING SYSTEM OR LEVELING SYSTEM OR LEVELING SYSTEM OR A-3 NOT PAINT OVER MFR LABEL. g / r LIQUID-APPLIED SUBFLOOR = LIQUID-APPLIED SUBFLOOR = LIQUID-APPLIED SUBFLOOR IIII ' iii �° FEATHERING AS REQUIRED FEATHERING AS REQUIRED r.- FEATHERING AS REQUIRED ////// AREA NOT IN SCOPE 'MOM III `,�l / / ALL FURNITURE AND BANK EQUIPMENT FURNISHED AND INSTALLED BY CHASE , .A7. z.1,_ ,-7:,r F:"7")"."'. —*�" A 4 VENDORS. REFER TO MATRIX ON COVER SHEET AND FINISH PLAN FOR ,1 118"� 1 1I8 r1. 111128"11i4? MILLWORK BY GCUll TILE CONCRETE 2114' j, 1'-0" A 2114" 1'-0" •1. 1'-0• I WALK-OFF MAT CARPET (RESILIENT SIMILAR) A-5 ATTACH RUG SECURELY WITH DOUBLE STICK TAPE AND FTS-11. A-6 CASH CHEST TO BE ANCHORED TO SLAB-SEE STRUCTURAL DRAWINGS. 3 TY P. WALL BASE 4 DEMOUNTABLE WALL BASE TYPES A-7 FLOOR FINISH SHALL CONTINUE UNDER COUNTER AND EQUIPMENT. A1 .2 3" = 1-0" A1 .2 3," = 1'-0" - A-8 eATMs TO BE ANCHORED TO THE FLOOR SLAB- SEE STRUCTURAL DRAWINGS. • A-9 FLOOR DRAIN.SLOPE FLOOR TO DRAIN 2%MAX.ALL DIRECTIONS. i L O u_ ID A-10 START POINT FOR FLOOR TILE. Lu Q a- w Ir IL (1-3) 110'-1' EXISTING C� gJ CA) FINISH PLAN GENERAL NOTES . i_ 49'-11" EXISTING 1. ALL WALLS INCLUDING EXISTING TO RECEIVE PT-500 AND WALL BASE PER SCHEDULE UNLESS NOTED OTHERWISE. 8'-10" 31'-7" 9'-6" ille 2. ALL WALLS TO RECEIVE A LEVEL 4 FINISH U.O.N. fill 011004, 3. PROTECT ALL TILE AND GROUT WITH WATER BASED PENETRATING SEALER. CID W - 4. THE EXPOSED WHIP OF BLINDS SHOULD NOT BE VISIBLE TO PUBLIC to Nmi i. VIEW. 0 0 ] 1 77, ,-;,:4; _. 5. PROVIDE WATER RESISTANT GYP. BD. AT ALL WET LOCATIONS. I X, all d. W j 6. WALL, FLOOR AND CEILING SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATION IN OSSC TABLE 803.13. >/ r 7 7. SEE SHEET A3.3.1 FOR FINISH SCHEDULE. 0 a w N 1 W [ 1r- ---- iCPT-301) ; r--- i 0 C a u N -... I I r 7 i I '' / r— h ! N y 0 A l I [ I \ , A-7 ! I I I I I �� , 42E. 1 \ / I I I ! I I o: 0 a. .1 Ce INSIDE FACE • A 2 _ _ ,, I , _IF I 11 A 2 I I I t I I i OF GLASS I I --.., _ L I I LI; - � .� 0 t ) Z 0 0 � CI = ' 48X19 ---- �.. ..111221111.16.11 ILI W V/ - .,- / 71/ / // / / ■ l j _ n r x i� eu .a �.■ i r N I I fi-9:D 6-9 I 1111 6 9 7/1 ......"... L J � HOLD H60- OLD n�1. HOLD I µ__/ / / / / / 42'r // . ( 1 1- r_ 1IF-1 I ...1 1" 1 i` 71111-1 VI��rT� il`` -, CED gi. ILI 4 < CI / / / / ■ N A$ I I ,Iik> Z itdill ////// /' / ■ `DIA , , i z-� 2'-� L. I I Tir I KV I �� ‘1110 II= p // / /� / % ,// ! - ■ _ ...... if BOOTH 3 BOOTH 2 FTS-7 ) Ala BOOTH 7 1--CI- FTS-6 ! Z p / /' / i / j PT 501) r— WI) — D-50 r - D-50 TILFJ /. D504 I I\ la mol 44 ii II CERAMIC TOOL C0.716-CTS I: N / / , ■ I - FL OR MATY ___ - - __ s- _DOOR AND TRANSITION STRIP / ■ i I -J ANDD.ALUM.TRANSITION // // (CPT 32(� CCS 4 ® I / _ I / )! /� SCHEDULED CARPET PAD y -{--"`= STRkP-MITER ALL CORNERS ,' ' ■ I j � 1' n � • � _ \ I r:� *iial • SHIM TRAN5ITION ASIM // / '/ I / / _ •••... _ j , �� - JOHNSONITE L5-00 SUBFLOOR JOHNSONlTE LSO SUBFLOOR READ.TO 5ET T.O. _/ ■ _ \ , LEVELING SYSTEM OR LEVELING SYSTEM OR aL- I / I' I DOOR TRANSlFION FLUSH/ / / / . - 1 , A� , 11I� _ _ LIQUID-APPLIED SUBFLOOR LIQUID-APPLIED SUBFLOOR WITH TILECA% /' / / ■ L^I� 7�`�' I FEATHERING AS REQUIRED FEATHERING AS RI QUIREDZ, 1/ . PT 32 I FTS2 �i / 1 1 1 ��` 1� / / / / / ` /l / 1 1 / SCHEDULED TILE SET IN �i -� - SCHEDULED CARPET SCHEDULED CARPET / / / / / ■ I I I / I L_ _ a� _ �/I y "�•r♦f / 112 MAX.\ 112 MAX. / / / / �� - >f ve r 1 THINSET ADHESIVEUPI ...... s.__.,•..._ __ _,__ , ....,::::„., % / / /� / / / - I I , / ;z��. f m'e`w . _ Q' 1 r .` 1 1I 12 12 f! ■ PT 501 PCS 5 A-4 / , / , /11/ ? A 8 _ r ♦�tL- • Yl�l // / / li/ / • rail Irl �.■� / / / / / : / 1ff i M•••••••••.'; % CARPET TO CUSHIONED CARPET CARPET TO NEW TILE / / / / / ■ r i ! 110.0. i / / rm. 1 3"=I-0" 0) , J y its_ l "'••••••.;!'j 34 H 1 I ARCHITECT/ ENGINEER OF RECORD // / ■ 136x60, L 1 _ �.- „���� °; ��� / ■ \ '� / / I C �rJ u V�' l r•� rr •0- A2 r L• o:.r .► _ • -, ;i*P:rrrr 1 r 1 ra pm / ■ 4 _ _ / _ 0 r r.• A� DOOR AND TRANSITION STRIP 54X19 t-W.,.. _ / >• :�� �:+a+i�+•� �� �' EXISTING TILE SCHEDULED CONCRETE %fr�pr•pr6�01 �� Z FINISH -0..511 Ell / // / /, CERAMIC TOOL C0.38-SCT 54X190 X I JOHNSONITE SSR-XX-B VINYL / / / ■ a •il A I1111111 = DOOR AND TRANSITION STRIP TRANSITION STRIP DESIGN Lu ANDD.ALUM.TRAN5ITION / - / / STRIP MITER ALL CORNERS / / / / /� 1 / \ ( (l r. / r j +I ¢ SCHEDULED SHEET GOODS A'2 / / I -I' SCHEDULED CARPET W Q FLOORING ADHERED TO / // �/ / / // / ;i` / ■ 11 1 36X61 • I %' �ip I i r 1rz MAX. 12 SEALED CONCRETE Architectural 4 t / ■ 1 1 r / r I f / / // / /' / ♦! / / : /,- ■ }; \�1� Oil` _ I '\\ / - _il•�SSv3:aarnti3:._pA4 �_ Solutions Group / / / 0LRAR 4 .. / / , - - , I 1 [♦ .O / / ■ I ® dii 4 1 {� i __:1 CARPET TO EXISTING TILE CONCRETE TO RESILIENT MATERIAL / / / ,� V ■ I A_y I 0 ® FTS-4 19120 SE 34TH STREET, SUITE 115 / I I / // ■ PT 501) 1 r I t — — — — 3"=1'a" 3"=r-o" / / / / / I A� I FTS-11 ) • :4-1- / _J I i I I VANCOUVER, WA 98683 / ` / / / / /' / ■ PCS I I _ FTS-12 l-1I r L1__ / / i I I / /r. / / j ■ �' ! ( FTS-2 ) /i 1! i ———�T ,� II These drawings and specifications are the confidential and proprietary property / / //// — — f L 111* 0 • --` ■ ( T501 ) I __rT 4 I (FTS 12)—=�F= site in conjunction with its issue date and are not suitable for use on a different / / / I 1 `TY}7`I _..........• I A 1 11 site or ata later time. Use of these drawings for reference or example on / / / ■ ""' - i 1 l A 1 ! SCHEDULED SHEET GOODS another project requires the services of properly icensed architects and SCHEDULED CONCRETE / ■ / 1 IJ1 I _ _�1-_ FLOORING ADHERED TO engineers. Reproduction of the contract documents for reuse on another _ ,-.7 I _ 1� —— project is not authorized. / I I FINISH / / / ■ I / I I SEALED CONCRETE / / / /// ■ CPT 321 PCS 7 s FTS-2 ) L -i N, -1 L J % - JOHNSDNITECTA-XX-K VINYL I` JOHNSONITE CTA-MQ VINYL I' / / /% / // 1 DDDR AND TRANSITION STRIP TRANSITION STRIP-SHIM AS DDDR AND TRANSITION STRIP / / / ■ A 4 - A-5 /i� //////1/t•&,//// -- --J--J - TRANSITION STRIP / / /./ ■ PT 501 t - ♦ ! REQD. / f 411" . _ 1 ' SCHEDULED CARPET 1 SCHEDULED TILE SET IN SEAL /% i ` jjjj �! I i L THINSET ADHESIVE /1 1 / / / ;� ■ (36 , —� I �� D 601 ! I 111 _ I,! ._. \�� AR�'// / / / ■ o / Ai.., I r ] a y , I I HALLWAY •. KENNETH J. / , / // j ,. I I / IR�' i I CARPET TO RESILIENT MATERIAL CONCRETE TO TILE M RACKE ■ f .j jl_ SI 11 I 3"_1.a" FTS-6 3._1, " 54X19 "a lJ I ! FTS-2 I / I r • j / / / j/ // / ' //iirr///iir///iiiiiiii///i//////////i//i//• I • / '====s . _=g;. �, _; A M S,W A ■ / --- -- 1 I I r FTS-12 —4—-, (1 License#5599 , %' ,// ` / /� / - I I I 11---- -- I ��1E �;�� r - -4 - >J'✓ I\ 0 r! CERAMIC TOOL CO. I:OVERHEAD / / / / / / /' % / A-3 J I r f i----t - 1 1 is TRACTS IONS ALUM. COILING DOOR44' OF O� FTS-b 1__ •-I. 2" / i I I 1 ,♦gyp PRINT �I I ' I I h TRANSITION STRIP • / pp. Opp+. xlin "r / / I ..,t SCHEDULED / / / / ■ •+••+'++ • 34 H \/ ! I - ... MITER ALL CORNERS • / ; % I I 1 ' - •i•::*:❖:�:• , r L I ! A-1 FINISH / / •••••••••••••••• J I I I 3��t SHIM TRANSITION AS 04/13/2o // /' ■ I I !�%/////////// I ti � / - - - I / \ SEALED CONCRETE REQD.TO SET T.O. / DATA I i I `l' TRANSITION FLUSH L___ J �� "� JOHNSONITE CTA-XX P VINYL S-DDOR AND TRANSITION STRIP KJM12568 / / / ■ I I _ - A 9 ANITO• j f--t SCHEDULED CARPET WITH TILE TRANSITION STRIP i / / / / ■;� I I A-6 / / / / / / /ii /i WITH HEAT-SEALED X /% / / / � ■. _ � SCHEDULEDTESET SCHEDULEDCARPET / i \/, . EQUIPI ;•�+:,,• / ! OPENGNOTADHERED/ / / ///// / ■ I ` A� ( FTs 2 ) TRANSACTION •: ;,.� / I 1 - - - - 1 • / / / ,, ' // / / / / // I : \Ill CASH RM. y •• INED-\\ / Ell I ISSUE DATE DESCRIPTION / / / d1.,..:41 4� I / % % / I 34" H w •in . 42" H r.♦r•.. L I j •••••••• eIlki0 L-. I WALK-OFF MAT BORDER • CONCRETE TO CARPET ■ _amu _ .. •rrrr / / f l r l •iii•:r:r:•tri r•:r:r: ii•'•',•���:❖i❖••i•i iii❖.riii••�••:�. r��•���•v ti w��►y�+i�' ♦r •„ Qi♦..a�. Prp i�_!Obi• ♦6•pOir�!�i!i:�•i••••i•iL•❖: ` 8 .e �. '09,9 * q ' FTS 7 FTS-8 / � l l l , •••rrp rr••rr rr♦r rrrrr•rrrr ppp rSrrrrsrp••rr,.r.+.•♦r�.�i r•rrr•� .�6yi.�S�il� ,� t•�-i r��♦ fit•�•ayaR pa► /♦i���`�if�` ♦Rir I J — �—J � 3"-1'a"/ ,i , pi••pipi••r♦ ••r•• ri•••r•♦ •••s'•. �t •i• r••s •= •�•• rr•• "►0r•�, �♦•: ♦ • i � 1 rrr• r•r6r•�+••• •pir• rrrr sr••.�rs ♦,• i.• r•-rte• • • •i i • ♦p r rrrJ •r•rr r •rrrr• •r �- •+ �•�-�,+ 4 ,t+A r1 • • ♦,�♦ • I I I R• • r ,,y��rrrrr• •p.•• ease J • •♦•• ♦♦ pi ! • I r, + S O • :::44.•'•. ♦p ♦pda••i ` ► �. • r •♦ .6•••p•••••••V +,••,�•♦•♦ ••. _ I _ I / j / / / 7/ ./ ./ ■ , i!• d - �, .is...-. •r• 'rii p••iiiii`a •••i••ii! / 4 SCHEDULED TILE SET IN THINSET MASTIC 0 (CPT-32i CPT-321) ( T-402 ) JOHNSONITE EG-XX-H VINYL GENERAL TILE TRANSITION STRIP -SUPPLIED BY LRAR - MANUFACTURER T-BAR-CLEAR ANODIZED • ALUMINUM DIVIDER x SCHEDULED RUG ¢ ACCENT TILE 4-13-20 PERMIT SUBMISSION SCHEDULED TILE SET x IN THINSET ADHESIVE - 1,8- 4-3-20 90%SET rm �rs- e . . xxxxx- xs� . • 3-20-20 PLANNING LRAR TO GENERAL TILE ACCENT TILE TO GENERAL TILE PROJECT INFORMATION BLOCK L<2 J 3"=1'-0• JOB # JPM19010.0 DATE: 1/20/2020 'TRANSITION DETAIL APPLICABLE TO LOCATION OF SLIDING DOOR ON BOTH INTERIOR OR EXTERIOR OF DRAWN BY: DA OFFICE STOREFRONT CHECKED BY: EC I- LU a CC MODEL 0 D ■ Elf DRAWING STANDARDS v20.1 \I V95 a I mar SHEET TITLE PARTITION SYSTEM DOOR FRAME PARTITION SYSTEM BASE TRACK CARPET TO TILE AT DEMOUNTABLE PARTITION FINISH PLAN 112"=1'-0" NSHEET NUMBER 1 FINISH PLANEl) 2 FLOOR TRANSITION TYPES A1 .2 1/4" = l'-0" Al .2 3" = 11-0" A 1 2 • FURNITURE & EQUIPMENT PLAN NOTES il : BOOTH TABLE PER FURNITURE SCHEDULE. 2'-10"AFF MAX.SEE • A-1 CHAPTER 306/A0.2.2 FOR KNEE CLEARANCES. I I RESTROOM ACCESSORIES AND FIXTURES, SEE 6/A0.2.2, A5.1.1. 1111 . A-2 AND PLUMBING DRAWINGS. ALL FURNITURE AND BANK EQUIPMENT FURNISHED AND INSTALLED A-3 BY CHASE VENDORS. REFER TO MATRIX ON COVER SHEET AND FINISH PLAN FOR MILLWORK BY GC. Ull A-4 DATA ROOM EQUIPMENT, SEE ELECTRICAL DRAWINGS. A-5 COAT AND HOOKS, SEE INTERIOR ELEVATIONS. CASH CHEST TO BE ANCHORED TO SLAB, SEE STRUCTURAL A-6 DRAWINGS. A-7 TRASH CAN BY CHASE. A-8 FIRE EXTINGUISHER CABINET. 1 A-9 EDGE OF SOFFIT ABOVE. A-10 HI-LOW DRINKING FOUNTAIN, SEE CHAPTER602/A0.2.2 AND Ir PLUMBING DRAWINGS. A-11 MOP-SINK, SEE PLUMBING DRAWINGS. 2 ix a_ LIJ o_ C CB) A 99'7"EXISTING -- GENERAL NOTES B'-6"EXISTING 31.-T EXISTING 9'-6"EXISTING i 1. G.C. SHALL VERIFY ALL FURNISHINGS ARE DELIVERED IN THE 11411 REQUIRED QUANTITY AND ARE NOT DAMAGED AT THE TIME DELIVERY. DAMAGED FURNISHINGS SHALL BE REPLACED W IMMEDIATELY. 2. ALL FURNITURE, BANKING AND OFFICE EQUIPMENT SHALL NOTto — Fi. ENCROACH INTO OR REDUCE WIDTH OF ADA CLEARANCE H AND TURNING RADIUS REQUIREMENTS AS IDENTIFIED ON PLANS. Vill) IM �/ GC SHALL REVIEW THE ADA STANDARDS AND NOTIFY THE 174 ,y ARCHITECT IF ANY ISSUES. _% I 7.,, • o W >- 3. GC SHALL FURNISH THE ITEMS IDENTIFIED ON THE PLAN AND M SCHEDULES TO BE DELIVERED TO THE BANKING CENTER AT THE 0 a ce CV TIME OF SUBSTANTIAL COMPLETION. miaO W N LL •__ _. __ _ 4. ATMS MUST COMPLY WITH ACCESSIBILITY REQUIREMENTS SEE 4 CHAPTER 707 ON A0.2.3 0 J 0- , , OE OE \ / OE\ co _. c/ 07 /(,07) 11 C 07IP I 0 — L — - - _ TH. .4] Z o 0 / 48X19 1 D' W / /1 ' / / / / 1 CH -- --- E --- E i / ■ i 76 311 i T 06 _. �� ti 6 .' nIT'iL : W OCI 4; .1\ 44:c•A . . 4 . . 4 . . __ _4_ _!_. VIII/ / B002FiiiiF RNIT RE AND E IPMENT LE END Z CI- Z—i- -t— p / ■ D �-�/ N BB BT E B BT BB BB BT \\ A 6 W r ,• / .....„, .,,, / , , , v 01 I (BB _ 0 © Q N/ C > — ) ( > — _ EQUIPMENT TAG, SEE SCHEDULE ON SHEETZ CCS 4 ® I j i---- A-9 � � - - ® A3.2.2 &A3.3.3 / I A-1 A-9 A-9 Al- I— /' ; ■ / _ A _ 30"H. COUNTER HEIGHT 4 ■ _ �. 03 ZCO) ■ CH I / �,►� i / ■ I 321 • / / '�, _ � -. -- I �/ 0 ■ PCS 5 I A 9 II 1 1/ GHsii�'."°` p£� ��( A ) BS _ ME / , . ; D OE mosA / ■ DR 321 A 3 / 07 DS 01 C 6 > 310 CH II �� jD' _ / / Rf/ ■ I 321 ` - A ti,:<< 7A / 06 � �. ,� ■ —. X11 1 I 15417 ` ■ ^ / / ® ��. r` +' 34" BS T4- ' 4 ARCHITECT/ ENGINEER OF RECORD (09B/ / Il "f=1—' IN,/ Ailli --.... .."-. --- --.... / / ii-*' °-C4Ariti rAltli MEr 11.1i-ril. . / j 54X19 : WI ' — �IilliRLOUNGE pm LOBBY .., l I A-7 01 BS i � - A 5 54X19 �� PF m DESIGN / A 5 ° . �� OT - v 11�� �J ■ i36x6o, (20B) C� Tp AL h, ❑ � � �\ Architectural li LU 1.I PF0447/ F — a A 0 A * ■ 7A DS , A2 ii0 IL 191VANC0 VER WA 98683 115 OE 310 alli ,7 1 ---' WOMENS , ,__,, . I I ' ■ PCS6 \ I jThese drawings and specifications are the confidential and proprietary property ■ I / I - of JP Morgan Chase and shall not be copied or reproduced without written I I authorization. The contract documents were prepared for use on this specific site in conjunction with its issue date and are not suitable for use on a different (11017 % / site or at a later time. Use of these drawings for reference or example on �• OGT / I I 1 another project requires the services of property tcensed architects and . . A-9 �vl. j engineers. Reproduction of the contract documents [«reuse on another PCS 7 / project is not authorized. / /' ', I■ DS 401: (0!)/EL 310 II = ■ p• _ I ////Mill////// / //; : [z] ( SEAL 1 ■ 7A �~ Is ® I ■ r ---.-- OE BE BE 03 C c�CC ■ I1 W- I A806 ®( s7 I A-lo \CS'`\L At,/ 36x5 U / ■ 1 B3 A9 Ai� :1 - KENNETH J. �� j ■ �� I SIM SIM. M RACKS ■ 54X19 J I = — — —_ — — - • • AM S, WA ■ — \ 14 OE m16441111111Ttil r ''1 ---_. --� -_a r---T / \1 I I - .\ license#5599 M ! F 1■ — ! I \\ ' _ L�' r� Ll' ;/ �I I A 77 I I `' — eI FOF CFcI I 1 I PRINT �► 1 11 1341rH ; ' of of I ��Na �. ' �I IR • I -; / r. 0443/20 ■ - DATA �1_C os BE m of 08 , 01 1 ,::: 1/2568 ■ A� ,7 ----, ,,,,, (BEw MANUAL 05 OE 11 22 TRANSACTION 14 ,;,,,,,,,,/,..,, ,//,,,,y//////,,,,,,././� - — — _V,...././///,,, ■J i BE \ EQUIP./ ME 1 I BE of f - - GI- ■ ; ® 1 CASH RM. � R C01 > 1 1 ( 3 ,"� , ❑ A-2 �% • ISSUE DATE DESCRIPTION II — I li— t/ ■ I A-6 H I�1 t ' • 42" H _ MENS ■ I II II I -,r1 ' 1 I 1 "//:// / / / .. x . — / .1____J L____L — T 'i� `1�,�� U-IL- 1 I 1 . . . _ , / F OE „„,....„7.„J,,7,7,,„,,,,,,,„„„„„/, , 0.02 OE y 06> F OE BE F F C 05> (2A) OE( Q5 06 BE 22 03 03 03 23 4-13-20 PERMIT SUBMISSION 4-3-20 90%SET 3-20-20 PLANNING </z/2 , PROJECT INFORMATION BLOCK • JOB # JPM19010.0 DATE: 1/20/2020 DRAWN BY: DA CHECKED BY: EC MODEL DRAWING STANDARDS v20.1 SHEET TITLE FURNITURE & EQUIPMENT PLAN NSHEET NUMBER 1 FURNITURE & EQUIPMENT PLAN () A1 .3 1/4” = 11-611A 1 • 3 REFLECTED CEILING PLAN NOTES A-1 (N) EXTERIOR SOFFIT LIGHT, SEE ELECTRICAL DRAWINGS 1 A-2 EXTERIOR WALL SCONCE(S) TO REMAIN A-3 (E) OVERHANG SOFFIT TO REMAIN. REFER TO ELEVATIONS A-4 WOOD ACCENT CEILING FINISH in GYPSUM BOARD SOFFIT, G.C.TO CONFIRM JOIST HEIGHT PRIOR A-5 TO INSTALLATION. G.C.TO COORDINATE WITH ARCHITECT FOR ANY DEVIATION FROM SURVEY HEIGHTS. A-6 ACT GRID CEILING EDGE TRIM. A-7 WINDOW SHADE, SEE WT-2 ON SHEET A3.3.1. LIGHT COVE ABOVE, SEE ELECTRICAL DRAWINGS.G.C.TO A-8 CONFIRM JOIST HEIGHT PRIOR TO INSTALLATION. G.C.TO COORDINATE WITH ARCHITECT FOR ANY DEVIATION FROM SURVEY HEIGHTS. A-9 CENTER ACT IN BOTH DIRECTIONS IN ROOM O A-10 (N) EXTERIOR WALL LIGHT, SEE ELECTRICAL DRAWINGS. p w Cea A-11 CEILING MOUNTED PENDANT. CENTER ABOVE FURNITURE BELOW. 6_ a_ I D C B A A-12 SOFFIT WITH GLAZING/PARTITION SYSTEM BELOW. A-13 OUTLINE OF MILLWORK, EQUIPMENT OR FURNITURE BELOW. 110,-1" A-14 UNDER CABINET LIGHTS, SEE ELECTRICAL DWGS. II 49'-11" I r ••=0,, 8'-10" 31'-7" 9'-6" CO LLI L . Fi. r - _ Z _ I I GENERAL NOTES in F1. ci % 1 _ 1 A-1 I I M Ie In in 1. WALL AND CEILING MATERIALS SHALL NOT EXCEED THE FLAME W SPREAD CLASSIFICATIONS IN OSSC TABLES 803.11 M A-7 ■ A-7 Uilik A•7 ■ ■ 2. SEE DETAIL 1/A5.4.1 FOR SUSPENDED CEILING DETAILS. Co 4 Csiw ® ® Nilly ® SUSPENDED CEILINGS ARE TO BE INSTALLED TO ASTM STANDARD, 0 4 I N A-4 A4 - \ / I IASCE 7-10 13.2.5 OR 13.2.6, ASTM 636, CBC 803.11 AND THE Ell I I A 3 ClSCA GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG N A-11 Mgr A-11 �\ // A-11 SUSPENDED CEILING ASSEMBLIES FOR SEISMIC ZONE D. Ci 03 f1-1 CC:: EQ. 3'-4" EQ. EQ. 3'4" EQ. "' \/ EQ. 3'-4' EQ. ) Z 0 0 (-1) 3. A HEAVY DUTY T-GRID SYSTEM IS REQUIRED. 0 / j ` .- - -,, :.-.\,. • '' — — — .- — 4. CEILING IN EXCESS OF 1,000 SF SHALL HAVE HORIZONTAL / / f / // / ` , _- ®L--20 ca RESTRAINT ABOVE THE CEILING TO THE STRUCTURAL SYSTEM. / // / / ; / / / ■ ACT-0 -.. U EQ. o EQ. U w V / // j CI j ./// '/ / ■ 9`8' -- EQ._ EQ. -� EQ. EQ. b L-1 a EQ. --• _ EQ... / // / /// CCS 4 __ L Q L-„ L-11O , - 5 CEIOL NI GEELEOVATIONSEILING BRACING AT ANY CHANGES IN THE ' / / ■ OJ OJ �E DJ OJ L EQ. EQ. O� ./ O J � y w 4 Q / % ■ 1 S" 1 8" 1-8' 1'43' % ; / /, 1'3 1 a" 6 1318 a ACT-2 6. CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE SUPPORTEDCD , , % i ; ■ I two-5a2� urn 502 t •{wD 5fl2� a'-0. C H / / ;` /j` / . ( �1D N4 i —___-- -- Tz-'AIRAIBLANK jj INDEPENDENTLY OF THE CEILING. Z Q / / / ` / `-.. ACT-4 �, ... EQ. /6EQ. 0i♦ O / / ' / / / i ;/ / / • ¢ d\ i/Q BOOTH 3 BOOTH 2 9';3' BOOTH 1 7. SEE SHEET A3.3.1 FOR FINISH SCHEDULE. O / / ■ `r' o A-5 PT 500 /` / / i / j ■ Ll� g,6, FT50D g'6' ea g'-s" 3B 8. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. W —I 4 N % i GYP PT 103 A5.4.1 d / ///' PT-500 Lu / j / /, / // ■ , ( g g L 500 iE / L 500 GYP. L 500 en Z ' /' / i ■ / GYP r - 10'4• i j' / i �' //// ..//' / / ■ / ' TZ-SA 1 RA 1 BLAN © TZ-SA I RA 1 BLANK 4 — I— / / , .., . / /./ , / ,. , , ; .., / / , /,. / / i CI) %' /" / / / / / / ■ / / / ` ;' / ■ Al2 A5.4.1 j 0 cai / / / /' ■ ® L-500 �.. tc` L-500 ao / / / / / / ■ o Ill TZ 5A I►JI I BLA Z-SA!f IA!BLANK T_'-SA 1 RA 1 BLANKX 111 N / ' / i' PCS 5 � / / / I ..:.. ; Al I / ;/� /j /■ ��: LO JNGE — . -. / / ■ / \ I _ .: :.i �' PLAN LEGEND 111 < '�:1;; ' ( ARCHITECT/ ENGINEER OF RECORD / cin,/ / / // / / „../ i / n "Lfi10 L ;:j.. ,/ / / ■ J ( .. 1 L-500 ` `• / / / PT-500 / / // ' / ■ 9'$" 6'-2 314" �� TZ SA 1 R.!BLANK \ . r / / % / / / j . GYP. I EQ N pm SUPPLY AIR DIFFUSER: FULL FACE / % // / / , - '5.°' . EQ. �` LOBBY SSACT-2 SEE MECHANICAL DWGS FOR ADDITIONAL INFO. / / i / / / / ■ . . 8 A-5 ACT-4 / / / ; / L 500 /II A$ \ L 500 / // / / / / j ■ __ RETURN AIR GRILL: FULL FACE DESIGN / 1 I r INFO.BNK TZ �A!RA!BLANKSIANK iT7TT1 /ADEN Architectural _ i EXHAUST GRILL: Solutions Group / / / /' / ■ OPCS 6 / I ( I m ® SEE MECH DWGS FOR ADDITIONAL INFO / 7 / ,,_ / // / / / ' INSCOP�-// ■ o / I L-500 -- /\ i X500 — �� I LSao : ' cZ� 1 12SE34TH STREET, SUITE 1 15 / % / /14O/� ■ (1, 1kAc1 I , " ` — i ; — I t RETURN/SUPPLY DIFFUSER. 9 0 / /' J` I Lt LL TZ-SA/RAIBLANK ______7_: ! TZ-SAMA/BLANK a SEE MECHANCIAL DWGS FOR ADDITIONAL INFO. VANCOUVER, WA 98683 / / / i/ , / ;j ■ , ( PT 500 HN MENS if_ / / / / ■ / g$ A 12 / / % I These drawings and specifications are the confidential and proprietary properly / /� j, / GYP. I / / of JP Morgan Chase and shall not he copied or reproduced wilhoui written ■ / ^ 1 / C ACT 2> i 4" LAY-IN LED, SEE ELECTRICAL DWGS authorization. The contract documents were prepared for use or this specific ,j / j !/ 1 ` — _ �' y i ( > site in conjunction with its issue dale and are not suitable for use on a different / / ■ _ `� / Xa'-0' FOR ADDITIONAL INFO. site or ata later time. Use of these drawings for reference or example on / f /' / "#•' .'. _ I another protect requires the Services of properly Ncensed architects and i` /' / / ■ L500 — — � \ / L-500 engineers. Reproduction of the contract documents for reuse on another / / i 2 t r F % project is not authorized. / / Al2 2/ I 'x2' LAY-IN LED L-2,SEE ELECTRICAL DWGS / TZ-SA1�A1 BLANK TZ-SA1 RA BLNK TZ-SA1 RAIBL�NK c� / / / ■ ® PT-500 i ACT-2 FOR ADDITIONAL INFO. i / �'` ■ PCS 7 g a• PT-501 � ra• Lu �/// /ii/ii/�ii�// g-0• / GYP I SEAL / ; / ■ / 2 XI + DECORATIVE PENDANT, SEE ELECTRICAL DWGS FOR ///// ■ / hil PT 80311119 A5.4.1 ADDITIONAL INFO. ■ a ( L-41011L ¢ L500 L-500 Q 4"COMPACT LED DOWN LIGHT, SEE ELECTRICAL u / / / ■ 1 ? I T I TZ-SAI !BLANK 2D C7 KENNETH J. �n / / LL PT-103Cla il oo DWGS FOR ADDITIONAL INFO. /. ■ / A 12 l r-10' HALLMIAY 2 a" M RACKS ACTA / / ■ / ACT4 j ,' r + UNDER CABINET LIGHTING FIXTURE • / / / i ■ g� _ , / t- -° 8 c . :,::. :,.::.;:.;,_-4,07:..-.::.:,-: "::. / /////////� AM S WA / // / / i f� License#5599 / / // � i ®X LIGHTED EXIT SIGN 9 �\ EQ. E ,E. �E . / >/ ;/ ■ TZ-SAlRAIBLANK Q Q Q// • e 1 1 WALL MOUNTED LIGHT FIXTURE @ JANITOR -SEE ELEC. DWGS. OF Is' // ■ I I 8'0' EQ. EQ. 04/13/20ny / / I PRINT ACT-2 / i I I "8� L-500 L 500 JANITOR / ■ DATA i�.iii/�..�..� CM/2568 / l so za i` % E IP./ —f �,' / '�' / // / /� '/ ■ 3 CA RM. s. MANUAL / � �..�..��� / /////// ' ACT.2 % / ■ g-6. 4 'TRANSACTION OPE! / a MENS �� / / / / 0DEC 4 / 3 / / / ■ ACT-2 ISSUE DATE DESCRIPTION / , ■ . / X •/ / I % Ea. XEQ. /// / // SA SA J / o I-rr I C r T ,I C — = � C — ■ �� C — = �� a / /// ■ zv i ti.- sa �`j so so E so 6 so E so w 8-0 / / / / / . / ..,..,,,/,,,,,,,,,,,-,"/ ,;,,,,,,,,,,,,,,,.,,,,,,... I1C-4) 2'-0" 1 A-14 A-13 A-14 A-13 A-2 4-13-20 PERMIT SUBMISSION 4-3-20 90%SET 3-20-20 PLANNING PROJECT INFORMATION BLOCK L''&' _I JOB # JPM19010.0 DATE: 1/20/2020 DRAWN BY: DA CHECKED BY: EC MODEL DRAWING STANDARDS v20.1 SHEET TITLE REFLECTED CEILING PLAN NSHEET NUMBER 1 REFLECTED CEILING PLAN 0 A1 .4 114" = 1-0" Al • 4 ROOF PLAN NOTES l A (N) ROOFTOP MECHANICAL EQUIPMENT. SEE MECHANICAL DRAWINGS FOR DETAILS A-2 PATCH & REPAIR (E) ROOF, AS REQUIRED. A-3 (E) PARAPET WALL TO REMAIN. PAINT (E) METAL CAP 1111 A-4 (E) ROOF TILE TO REMAIN. 1111 A-5 (E) ROOF HATCH TO REMAIN. A-6 (E) METAL PANEL TO REMAIN.PATCH AND REPAIR, PREP FOR PAINT A-7 (E) FINISHES ON REAR OF SIGN BAND TO REMAIN A-8 (E) SIGN BAND BRACING TO REMAINI A-9 (E) DRAINAGE SYSTEM BEHIND SIGN BAND TO REMAIN LC LL U0 (E) METAL ROOF TO REMAIN. PATCH AND REPAIR, PREP FOR w A-10 PAINT o_ Lu c. D EcD ® A 59'-3" (SIGN BAND) gle I I r onsii A-6 A-6CID W I ;0 I co im 27-9" FM IX a W >- (METAL ROOF) /. A-7 A-9 M I 0 I 4QJWN A10 A� 0 C) � � w A8 1 AB 1 ,-- a I 411 NI OE J Q` o CO O .1 Ce U I ..---. - - - - 410 MZ0 OO \ 1 / / 6 4:t la ig o a y ix oCVLI- ay �a ( [7) 1011111." ZOv) - O O 1- 1 , - z A-7 r O W aI. CNI A-9 1 ..._ CA Z A-2 liar IM — A1 I 0 A-4 !� ARCHITECT/ ENGINEER OF RECORD A-6 i im /� 7 DESIGN ADJACENT Architectural TENANT AREA Solutions Group NOT IN SCOPE 19120 SE 34TH STREET, SUITE 115 411111 VANCOUVER, WA 98683 These drawings and specifications are the confidential and proprietary property 1 of JP Morgan Chase and shall not be copied or reproduced without written authorization. The contract documents were prepared for use on this specific site in conjunction with its issue date and are not suitable for use on a different A-2 site or at a later time. Use of these drawings tor reference or example on another project requires the services of properly licensed architects and A-1 engineers. Reproduction of the contract documents for reuse on another project is not authorized. A-1 9SEAL \c3V_D AR-// KENNETH J. �n A-5 MC RACKE • AM S, WA PLAN LEGEND (l�'12'License#5599 �\ F OF I (E) WALL TO REMAIN 04/13/20 1 0 • - - - - . (E) DEMISING WALL KJM/2568 AREA NOT IS SCOPE A3 � • } ISSUE DATE DESCRIPTION I - - /7----- I „ Et) \ 2T-9" / 4-13-20 PERMIT SUBMISSION r 1 4-3-20 90%SET 1 3-20-20 PLANNING 1 1 PROJECT INFORMATION BLOCK 1 JOB # JPM19010.0 DATE: 1/20/2020 DRAWN BY: DA 0 CHECKED BY: EC z c w MODEL 0 0 DRAWING STANDARDS v20. 1 SHEET TITLE ROOF PLAN NSHEET NUMBER 1 ROOF PLAN 0' A 1 . 5 AO.6 1/4" = 1-0" dl C C ED CHASE BANK LIiADJ. TENANT NI A-7 -I A-9 --I A-18 C -I A-23 --1 A-22 -] A-18 A-23 - A-21 ;--I A-24 H A-18 tri 4- I I T.O.PARAPET +17'-0" f T.O.SIGN BAND +15-7 112"A.F.F. S- E - - - I I I 11 -I _L - I I I I1 11 _I I B.Q.SOFFIT(NOT SHOWN S 4 i f / +9'-10112"A.F.1. I 11 1 1 11 I II 1 J T.Q.STOREFRONT OPENING, F' : +9'�"A.F.F. i =t-�� T r - �- �-�-I r -?` 11 I I 1 I 1 l l l i ° j 1 j ' I i I I 1_ 11 I E _- _ _ ' I I O A II I — - - __ _ — _ __ ------ — — — — -- — J — \ B.O.SIGN BAND o +9'-31/2"A.F.F. ce 1 I I I I - r — IL 1 r _ I — Z III I I Q I 1 1 -1------1 I I I I 12.2. I = I 1--1_�--�-r -- --1 _ 1 I I `,1 1 I I Il L w - 1 1 I I I �i — 1 " I I I \ I - 1 I 1 ! I - ■_■■■I I n_ ^ A6 I III 1 1 1 I 1 1 1 1 - _ I 1 / X11 \\ 1i1 1 1 1 1 - ■■� L I 1 I// 11 I i 1 _ I ! I I I �_' .--1 1 I761104 — i I it _ _ I - 1 I I ■■■ _ (, A µ Iirr,..] I 11- -1 - -F - I-- - -_- -1 I ■ [J -• I i \ - - -t111 II - 1 1 .1 ■I •J r i I I I I —11 I II .-TI ' I) IL JL - � _ - JL - _ _II-v - ill i",--I IL JL JL - - - -- J I I II - ■■ - I 1 NII I I I I I_i I I 1 . jr- -n- - - -1r - '111 Atli / IF ir -�� - - - - 7 ! 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TENANT W a Q _.., '{ _ y0 Z p - .._ -1 A-33 A-30 A-31A-18 i� A-32 A-23 A-22 A-18 A-23 -1 A-21 H A-24 A-18 0 0 ~ EPT-1 ) EPT-2 ) ( -EPT-1 EPT-2 EPT-2 EPT4 ) EPT-1 EPT-2 )EPT-1 T.O.PARAPET OM z 0 1 I � +17-a" $.- I w IJii aN , en Z / i I i T.O.SIGN BAND IM I t +15'-7112"A.F.F. $- 4 .S 1 1 I , I/ , rr ' 1 r r� � -- ] - e 5 I B.O.SOFFIT(NOT SHOWN) $ 0 \ ] L \ \ I / +9'-101/2"A.F.F. I I J I II T.O.STOREFRONT QPENING ifi =_f l l l l I II - I I! I +9c6'A.F.F. 1 A DRESS I I 1 I I I \ ARCHITECT/ ENGINEER OF RECORD , Ili A 32 — I I I I I1 I I I � B.O.SIGN BAND +9'-31/2'A.F.F. - _ 1 1 I 1 L I - EPT 2 I [H� - - 1 - I 1 1 1 1 7 1 1 cwSE a I 1 I I 1 IS .... 1 11 -- pm 1--I — �r I I I _ I I I- 1� i – I � �� Ii1 1 1 - I I L � l _ 1 11 It - MIo I I �1 io 1 a s- I 1 DESIGN �grf I I I I - - I I - A I =) _ irL- ® I 1 - I ♦■■■ 1 I I_ I _ J Architectural I I I _ I I l— — I 1 I I 1�■■ 1 I 1 1 1 I Solutions Group l i t I I I 1 I I I I I — I I I 1■■■■ 1 1 1 1 l J l , l I l I I f _ I 1 I I i■r■r■ILI■ L I I I I I 1 I I I I I I I I I I I I I I I I I I I ? I I I i I I 1 I _ l_ A-27 19120 SE 34TH STREET, SUITE 115 A-15 A-29 A-13 — A-14 — A-26 A-25 A-16 — A-15 A A 25 A-10 In -I A-19 A-14A-11 J A-10 I A-19 En -4 A-11 A-16 A-15 -1 A-11A-14 A-10 A-17 A-15 VANCOUVER, WA 98683 ( EPT-2EPT-3 EPT-2 EPT-2 C EPT-3 EPT-2 EPT-2 (EPT-3 EPT-2 -I) EPT-2 These drawings and specifications are the confidential and proprietary property of JP Morgan Chase and shall not be copied ar reproduced without written authorization. The contract documents were prepared for use on this specitc site in conjunction with its issue date and are not suitable for use on a different site or at o later time. Use of these drawings for reference or example on another project requires the services of properly licensed architects and 1 EXTERIOR ELEVATION FRONT - PROPOSED engineers. Reproduction of the contract documents for reuse on another project is not authorized. I A2.1 1/4" = 11-0" SEAL KENNETH J. /27i, C) M RAC KE • AM S, WA License#5599 rft[ OF QP 04/13/20 KJ W2568 ( ISSUE DATE DESCRIPTION E L E VA TI 0 NOTES ELEVATION NOTES C O N ' T EXTERIOR FINISH MATERIALS A-1 (E) STOREFRONT SYSTEM TO BE REMOVED A-21 (E) CONCRETE TILE ROOF TO REMAIN, PROTECT DURING CONSTRUCTION EXTERIOR PAINT A-2 (E) TRIM BOARD TO BE REMOVED A-22 (E) METAL ROOF TO REMAIN. PREP FOR (N) PAINT, SEE ELEVATIONS. MANUFACTURER SHERWIN-WILLIAMS A-3 (E) REDBOX FIXTURE AND ASSOCIATED ELECTRICAL TO BE REMOVED A-23 (E) SIDING TO REMAIN. PREP FOR (N) PAINT, SEE ELEVATIONS. EPT-1 PRODUCT METALATEX ACRYLIC SEMI-GLOSS A_4 AREA OF (E) EXTERIOR WALL TO BE REMOVED FOR WALK-UP ATM / DEPOSIT (E) TENANT SIGNAGE TO REMAIN. G.C. TO COORDINATE REMOVAL AND COLOR SW 7045(INTELLECTUAL GRAY) BOX INSTALLATION A-24 REINSTALLATION FOR PAINTING WITH SIGN VENDOR FINISH SEMI-GLOSS A-5 (E) CMU STORAGE BUILDING TO BE REMOVED. SLAB & FOUNDATION TO REMAIN A-25 (N) STOREFRONT - BRONZE TO MATCH EXISTING EXTERIOR PAINT A-6 (E) WOOD STRUCTURE AND ASSOCIATED CORRUGATED ROOF TO BE REMOVED (N) SECURITY LIGHTING PER JPM CHASE STANDARDS, REFER TO ELECTRICAL MANUFACTURER SHERWIN-WILLIAMS 4-13-20 PERMIT SUBMISSION (E) SIGN & SIGN BAND FINISHES TO BE REMOVED. (E) SIGN BAND STRUCTURE A-26 DRAWINGS EPT-2 PRODUCT METALATEX ACRYLIC SEMI-GLOSS 4-3-20 90%SET A-7 TO REMAIN, REFER TO ELEVATIONS FOR (N) FINISH. (N) AUTOMATIC DOOR OPERATOR BUTTON AND KEYCARD READER RECESSED A-27 FLUSH WITH WALL SURFACE- DO NOT SURFACE-MOUNT COLOR SW 7036(ACCESSIBLE BEIGE) 3-20-20 PLANNING A-8 (E) FENCE / GATE AND ASSOCIATED SUPPORTING STRUCTURE TO BE REMOVED FINISH SEMI GLOSS PROJECT INFORMATION BLOCK A-9 (E) COPING TO BE REMOVED (N) WALK-UP ATM & DEPOSIT BOX FURNISHED AND INSTALLED BY BANK JOB # JPM19010.0 EQUIPMENT VENDOR- COORDINATE WALL OPENINGS AND ELECTRICAL / DATA EXTERIOR PAINT A-28 DATE: 1/20/2020 A---10 (E) OVERHANG TO REMAIN- PREP UNDERSIDE FOR (N) PAINT REQUIREMENTS WITH OWNER-SUPPLIED EQUIPMENT SHOP DRAWINGS AND PRODUCT MANUFACTURER SHERWIN-WILLIAMS DATA DRAWN BY: DA A-11 (E) STOREFRONT SYSTEM TO REMAIN EPT-3 PRODUCT METALATEXACRYLIC SEMI-GLOSS CHECKED BY: EC E EXTERIOR WALL LIGHT FIXTURE & CONDUIT TO REMAIN. PREP CONDUIT FOR A-29 (N) RAILING PER JPM CHASE STANDARDS COLOR SW 6108(LATTE) A-12 (N) PAINT A-30 (N) COPING. PREP FOR (N) PAINT. SEE ELEVATIONS. MODEL FINISH SEMI-GLOSS A-13 (E) ELECTRIC METERS TO REMAIN A-31 (E) SHEET METAL. PREP FOR (N) PAINT. SEE ELEVATIONS. EXTERIORPAINT DRAWING STANDARDS v20.1 A-14 (E)PAINTMU TO REMAIN, PATCH Sc REPAIR AS REQUIRED. PREP FOR RECEIVE (N) A-32 (E) FLASHING AT PERIMETER OF SIGN BAND. PREP FOR (N) PAINT. SEE MANUFACTURER MATTHEWSPAINT ELEVATIONS. SHEET TITLE (E) CMU COLUMN TO REMAIN, PATCH & REPAIR AS REQUIRED. PREP FOR (N) EPT-4 A-15 PAINT (N) SIGNAGE BY OWNER'S SIGN VENDOR- N.I.S.- PROVIDE ROUGH ELECTRIC WORK A-33 AND BLOCKING IN WALL AS REQUIRED FOR VENDOR INSTALLATION COLOR MP18248(CHASE NICKEL) EXTERIOR ELEVATIONS: SIDE ENTRY A-16 (E) BOLLARD TO REMAIN, PAINT SAFETY YELLOW I FINISH SEMI-GLOSS EXTERIOR FINISH MATERIALS A-17 (E) RAILING TO REMAIN (N) WHITE VINYL BUILDING ADDRESS NUMBERS WITH 1/2" WIDE STROKE APPLIED A-34 TO INTERIOR FACE OF GLASS TRANSOM– MIN. 6" HEIGHT OR AS REQUIRED BY A-18 (E) COPING TO REMAIN. PREP FOR (N) PAINT. SEE ELEVATIONS. LOCAL CODE A-19 (E) GUTTERS & DOWNSPOUTS TO REMAIN. PREP FOR (N) PAINT, MATCH AREA OF (N) CMU WALL INFILL, SEE STRUCTURAL DRAWINGS ADJACENT WALLS SHEET NUMBER A-35 A-20 (E) SCUPPERS TO REMAIN. PREP FOR (N) PAINT, MATCH ADJACENT WALLS A2 . 1 di 0 � �J 1J ILI A-18 -{ A-21 H A-9 --i A-7 T.O.PARAPET / l +17'-0" $- in 1 I I I E I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 L I I II 1 1 ! I I I 1 I i I I I I I I f 1 I I I I <1 , T.O.SIGN BAND 1 1 1 1 I I I 1 1 1 1 1 I I I I I 1 +15'-71/2"A.F.F. $- 1 1 1 I =MI== 11 1- I I--1 _1 L., 1 1 - _ __ I T.O.ROOF I I J I === 1 —= 1 +10'-7A.F.F- I I I ====I I 1 IMM ___= __ _116% _-- I B.O.SOFFIT(NOT SHOWN / +99'-101!2"A.F.F. ) $_ I r -1- 1 - t -_t- -r �1- rt - 1- - r-1- 1 - 1 - F � 1 I J I I 1 1 1 I I 1 1 1 1 1 1 l - T - ", - = s � _ T _ - _I_' _ T _ r _1_ 7_ 7 - I 1 1 1 1 i 1 1 1 1 1 l - . _ ; Tr - • 1 I 1 I I i 1I1 o _ 1111111 I. I 1 I I 1111 _ \ B.O.SIGN BAND4S- +s'-3112"A.F.F. o I I f I I I I I f I 1 1 I I I 1111 Q l 11111111 l l l ll II I I I I I I I L I I I I I 1 I I I I 1 ���.i `I l J i I I I I I I 1 I I I 1 I - - Leln - =I +- -1- - - -j_ — - i 1 1 1 1 1 1 1 1 1 1 1 1 11 1 I I ' I • I I 1 1 1 I 1 I I I I __l _. I I I I III I I I I I I 1 1 1 1 1 .1__....1 1 1 1 1 1 1_ 1 I , 1- - fi - -I- -1- -4 - + - I- '-1 I I 1 1 1 I 1 1 - 1 11 1 I I I _ 1 1 I I II I 1 1 1 I 1 I 1 I 1 1 1 1 1 1 I I 1 II I _I 1 17 I i 111 I 1 I I I 1- 1 1 I 1 1 1 I 1 1 1 I I I I , ii _ I I l h - r I J _� 1 II I I I I I I I I I I I I I I I I I I r I 1 mil 11 I I II 1 I I I I r oft„, -I A-14 EM -I- A-13 - A-6 -I. A-8 H A-15 -I A-10 H A-14 - A-8 1 ildnimmiliA-15 CO W Wi In IM ❑ IM CeC IL 12' W >m 2 EXTERIOR NORTH SIDE ELEVATION - DEMOLITION Q 4 11-1 = N A2.2 1/4" = l'-0" CO 0 4 u N cv0 n oft CO 0 .1ce el Z0 00 0 OD ED 0 4t W Et 0 t/1 OC It Wada __I A-33 A-18 H A-21 A-31 A-30 OPP ZCI V) T.O.PARAPET EPT 2 EPT 1 / +17'-0" $- 0 _ o 1- W -I 11. zo —I----- I 1 1 I I 1 l 1 I 1 I I I 1 I ---- ------ I I I I 1I \ 4.1 a -----411111. 1 I I I I _1♦— ----_1♦-- T.O.51GN BAND f+ +15'-7112"A.F.F. IIIIII � IIIM I 11, S- en Z ,_- ----_ 1 I J .l. 4 — Im- I 1 — im i co �% r_121 ,T�� -1 � --- -- - I I ----- (1) 1111========11.1 --- I I I —=AM - I I I ��— $_ R.O.V-SOFFIT.NOT SHOWN) ------ +9'10112"A.F.F. III------ - ----- / �-- ------ 1 I I 1 11 1 I 1 -- 1I I I II I I I I -- I I I I I 1 1 1 1 1 1 1 • I 1 1 I 1 1 1 f 1 I I_ 1 I -- -- --- --- I _Fi1 [ I 1 I --- -- i I I B.O.SIGN BAND 1 I I I I I 1 1 $- i_ I I I ---- ------ I 1 I _ — __ - A-32 1 - +s�-3112"A-F.F. ARCHITECT/ ENGINEER OF RECORD -117 1 1 1 1 1 I ._i. I 1 - I 1 1 1 1 1 — - I __ I I ® I 1 1 1 1 1 1 1 I I 1 1 1 1 — 1 I ra I r. --- I= I I I Pm — 1 1 1 1 I 1 1 1 1 1 I 1 1 1 1 - �I!� - 1 I _I I I 1 -- 1 1111L1 11111 I I , IIIIIIIII111 1 III1III I1 11I1IIIII11 . I � III- I1 IJ 1I111I11 -- 1 -I 1 I--- —■— - --- -- ----- _ w I I ------ - _ ---•• -- -----• ' _,_ . . ■. . -- DESIGN - -- - -- f T T T r. 1 . i J -- ---- 1 1 1 I III ( i _ — --- - - -------- I - - I T-T 1 I 1` '� ■Hi --- _T II II I I I I I I I _ -1_ __ I I r � I � II I — Architectural minim,.�r_rf1—rir_ mr_ r_r_r_r_r.r_r_s `�`�` .. �.. FINISH FLOOR Solutions Group VARIES-0'-0"A.F.F. A-14 A-35 A-13 I•- A-15 1 A-10 A-14 A-29 I- A-15 19120 SE 34TH STREET, SUITE 1 15 EFT-3 EPT-3 EPT-2 EPT-2 EPT-3 EPT-2 VANCOUVER, WA 98683 These drawings and specifications are the confidential and proprietary property of JP Morgan Chase and shall not be copied or reproduced without written authorrzotion. The contract documents were prepared for use on this specific site in conjunction with its issue date and are not suitable for use on a different site or at a later time. Use of these drawings for reference or example on another project requires the services of properly licensed architects and 1 EXTERIOR NORTH SIDE ELEVATION - PROPOSED engineers. Reproduction of the contract documents for reuse on another project a not authorized. A2.2 1/4" = 1,-011 SEAL \c DARe, KENNETH J. M . RACKE • - AM S,WA f� License#5599 9,? OF CO- 3 04/13/20 KJM/2568 ISSUE DATE DESCRIPTION 1 ELEVATION NOTES ELEVATION \ O TE S C O N ' T EXTERIOR FINISH MATERIALS A-1 (E) STOREFRONT SYSTEM TO BE REMOVED A-21 (E) CONCRETE TILE ROOF TO REMAIN, PROTECT DURING CONSTRUCTION EXTERIOR PAINT A-2 (E) TRIM BOARD TO BE REMOVED A-22 (E) METAL ROOF TO REMAIN. PREP FOR (N) PAINT, SEE ELEVATIONS. MANUFACTURER SHERWIN-WILLIAMS A-3 (E) REDBOX FIXTURE AND ASSOCIATED ELECTRICAL TO BE REMOVED A-23 (E) SIDING TO REMAIN, PREP FOR (N) PAINT, SEE ELEVATIONS. EPT-1 PRODUCT METALATEXACRYLIC SEMI-GLOSS AREA OF (E) EXTERIOR WALL TO BE REMOVED FOR WALK-UP ATM / DEPOSIT (E) TENANT SIGNREMAIN. NATE REMOVAL AND COLOR SW 7045(INTELLECTUAL GRAY) A-4 BOX INSTALLATION A-24 REINSTALLATION FOR PAINTING WITH SIGN VENDORFINISH SEMI-GLOSS A-5 (E) CMU STORAGE BUILDING TO BE REMOVED. SLAB & FOUNDATION TO REMAIN A-25 (N) STOREFRONT - BRONZE TO MATCH EXISTING EXTERIOR PAINT A-6 (E) WOOD STRUCTURE AND ASSOCIATED CORRUGATED ROOF TO BE REMOVED A-26 (N) SECURITY LIGHTING PER JPM CHASE STANDARDS, REFER TO ELECTRICAL MANUFACTURER SHERWIN-WILLIAMS 41320 PERMIT SUBMISSION (E) SIGN & SIGN BAND FINISHES TO BE REMOVED. (E) SIGN BAND STRUCTURE DRAWINGS EPT-2 PRODUCT METALATEXACRYLIC SEMI GLOSS 4-3-20 9Q%SET A-7 TO REMAIN, REFER TO ELEVATIONS FOR (N) FINISH, (N) AUTOMATIC DOOR OPERATOR BUTTON AND KEYCARD READER RECESSED A-27 FLUSH WITH WALL SURFACE- DO NOT SURFACE-MOUNT COLOR SW 7036(ACCESSIBLE BEIGE) 3-20-20 PLANNING A-8 (E) FENCE / GATE AND ASSOCIATED SUPPORTING STRUCTURE TO BE REMOVED I FINISH SEMI-GLOSS PROJECT INFORMATION BLOCK A-9 (E) COPING TO BE REMOVED I (N) WALK—UP ATM & DEPOSIT BOX FURNISHED AND INSTALLED BY BANK Job # 1PM19010.0 EQUIPMENT VENDOR- COORDINATE WALL OPENINGS AND ELECTRICAL / DATA EXTERIOR PAINT A-28 DATE: 1/20/2020 A-10 (E) OVERHANG TO REMAIN. PREP UNDERSIDE FOR (N) PAINT REQUIREMENTS WITH OWNER-SUPPLIED EQUIPMENT SHOP DRAWINGS AND PRODUCT MANUFACTURER SHERWIN-WILLIAMS DATA DRAWN BY: DA A-11 (E) STOREFRONT SYSTEM TO REMAIN EPT-3 PRODUCT METALATEXACRYLIC SEMI-GLOSS CHECKED BY: EC (E) EXTERIOR WALL LIGHT FIXTURE CONDUIT TO REMAIN. PREP CONDUIT FOR A-29 (N) RAILING PER JPM CHASE STANDARDS A-12 & COLOR SW 6108(LATTE) (N) PAINT A-30 (N) COPING. PREP FOR (N) PAINT. SEE ELEVATIONS. MODEL FINISH SEMI—GLOSS A-13 (E) ELECTRIC METERS TO REMAIN A-31 (E) SHEET METAL. PREP FOR (N) PAINT. SEE ELEVATIONS. EXTERIOR PAINT DRAWING STANDARDS v20.1 A-14 PAIN MU TO REMAIN, PATCH 8c REPAIR AS REQUIRED. PREP FOR RECEIVE (N)T A-32 (E) FLASHING AT PERIMETER OF SIGN BAND. PREP FOR (N) PAINT. SEE MANUFACTURER MATTHEWS PAINT ELEVATIONS. SHEET TITLE A-15 (E) CMU COLUMN TO REMAIN, PATCH & REPAIR AS REQUIRED. PREP FOR (N) EPT-4 PAINT A-33 (N) SIGNAGE BY OWNER'S SIGN VENDOR- N.I.S.- PROVIDE ROUGH ELECTRIC WORK COLOR MP18248(CHASE NICKEL) EXTERIOR ELEVATIONS: AND BLOCKING IN WALL AS REQUIRED FOR VENDOR INSTALLATION A-16 (E) BOLLARD TO REMAIN, PAINT SAFETY YELLOW FINISH SEMI-GLOSS SIDE ENTRY A-17 (E) RAILING TO REMAIN (N) WHITE VINYL BUILDING ADDRESS NUMBERS WITH 1/2" WIDE STROKE APPLIED A-34 TO INTERIOR FACE OF GLASS TRANSOM- MIN. 6" HEIGHT OR AS REQUIRED BY A-18 (E) COPING TO REMAIN. PREP FOR (N) PAINT, SEE ELEVATIONS. LOCAL CODE A-19 (E) GUTTERS & DOWNSPOUTS TO REMAIN. PREP FOR (N) PAINT, MATCH AREA OF (N) CMU WALL INFILL, SEE STRUCTURAL DRAWINGS ADJACENT WALLS SHEET NUMBER A-35 A-20 (E) SCUPPERS TO REMAIN. PREP FOR (N) PAINT, MATCH ADJACENT WALLS CCD11 Ci,) C LIADJ. TENANT I CHASE BANK NI —1 A-21 —I A-24 1A-23 I= —I A-20 -1 A-18 —I A-20 L A-18 —I A-9 A-7 j T.O.PARAPET I I Itill +1T-0" I- 1 1 ! 1 1 1 1 1 1 1 I I I 1 1 1 1 1 1 1 1 1 1 1 f L . . .I I 1 1 1 1 1 1 11 I 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 I ! 1 1 1 I 1 I 1 I I I I I { 1 I I I 1 1 I T 1 I 11111111 I I 1 1 1 ! I I 1111 I I I I 1111111111111 I 1 1 I I I 1111111 1 -- T.O.SIGN BAND \� 1 1 I I I I I I I I I I I I.. I I _ I - I I 1 I I I I I I 1 1 I llI 1 I I 1II I I I 1 1 1 1 1 I 1 I 1 111111 I 1 I 1 I 1 I I 1 I II 1 1 I I 11111 1 I l I +15'7v2"A.F.F. 1 I 1--T I I I 1 I I I I l T l l l l l l l l I I I l I I i I l l l l l l l l l I 1 I I I I- I I I I I I f 1 11 1 1 I I I f 1 I I l i I I I 1 1 1 I 1 1 1 1 1 1 III 1 1 1 1 1 E iI I1 I I I I ! I - \I I I I I 1 1 I I I I 1 I III I I 1 1 I I 1 I I J I I 1 1 1 1 1 I 1 1 I I I I I 1 1 1 I I II I I I I I I I ,,��,, I I 1 1 1 1 I I T.O.ROOF \ I I 1 I I I I I I I i I I I I I I I I I I I 1 I I I II I 1 1 1 1 I I 1 I I 1 1 1 - 1 I I I l I I I f 1 1 1 - I I ` 1 1 I I I I I I +10'-2"A.F.F. I I I 1 1 I i I I I 1 1 I I 1 1 1 1 I 1111 1 II I 1111 I I I I 1111111 1 1 1 1 I I l l 1 I T 1 I I 1 1 1 1 ! 1I 1 II I I 1 1 I 1 I 1 I I I I I I I I 1 I I II I I I I I I I I I I I I I I I 11 I I I I I I I IT- 1 1 1 1 1 I 1 I 1 ! 1 1 f I I B.O.SOFFIT(NOT SHOWN) $)_ 11- I I 1 I I I I I 1 I f 11 1 1 1 1 I 1 I II 1 1 1 ! 1 1 1 f I MI I 1 11 I 1 1 1 1 1 1 1 11 1 i 1 1 1 1 1 1 1 1 II 1 f Tj / +s'-10 112•A.F.F. 1 I I 11 I 11111 I I I I I ' I I I I I I I I I I I I II I I I I I I I I I I 1 l 11111 I I I I T - 7 —I- 7 - 7 — r �� I 1 1 I I I I I I I I I I 1 1 1 I 1 1 1 1 1 1 I I I I I I I I 11 I I I I 1111 I I IIII I 1 I I I I IIT V I I I I I f I I I I I I I I I o la 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 II I I I I I I i l l l i l l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 IM 1 1 1 I I I I I 1 1 I 1 1 1 1 1 1 1 II 1 1 1 I 1 i I 1 1 1 1 1 i 11111111 1 1 1 I 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 B.O.SIGN BAND 0 1 1 1 — . 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 II I l l l l 1 1 1 1 1 1 1 I, I f i l l l l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 s +9'-3 112'A.F.FS- 0 Q 1 1 ! I 1.1I I I ! 1 1 1 ! 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 II I I I I I I I 1111 l 1 1 I I l l l l f i l l l l l l l l l II l l l l II i l l I I Ce w 1 I I 1 1 1 1 1 1 1 1 I i I 1 I 1 1 1 I II I I I I I I I I I I I 1 11 1 1 1 I 1 1 1 1 1 1 1 1 1 I. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 / ` 1 I l 1 I I I I I f I I I I I i I I I I I f I I 1111 I 1 1 1 1 I 1 1 1 I I I I I I 1 _ I i T- I I I l I I f__ I II I - I i 1 11 I I I II / I I i I 11- IMI I_ I 11 I I I I I I I I I I I I I I I 1 I I I 1 I I I I f 1 I I I I 1 1 I I T 1 1 1__- T I I , I 1 I I I I I I I I I I 1 I I I I ! I I I I I I 1 1 1 I I 1111 I I I L . I I I [_._- 1 I I I I I II I I I I I _ I I 1 I I I 1 111111111 I I III I V I I I I lI I I I I I I 11 1 I I I 11 lit I 1 11 ' 1 Ii� I I I 1 I I I I I I I I I I 11 1 1 1 1 1 1 1 1111 I I I 11 1 I f 1 T I 1 1 1 1 I 1 I 1 1 1 I 1 I 1 1 1 1 1 i -1- -F- 1 f1f 1 1 1 1 I I I I 1 1 1 1 1 l 1II \ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 111111111 1 1 f I 1 1 1 1 I 1 1 I 1 1 11 I I I I I I 1 II I II I I 1 I 11111111 I I 1111 I I l 1 III \ M 1 I I11 1 1 1 1 1 1 I I ■II I 1111111 1 3 1111111 1 I 1111 ' I 11111111 II I I 1 I 1 II 111111 - \ 1 1 I II \IVI 11111111 I I 1 I I 1 I 1 II II 1 Ii .111 1 I FINISH FLOOR r VARIES-0'-0"A.F.F. A-15 H A-10 H A-17 —I A-11 A-15 A-12 --I A-14 A-12 I-- H A-14 --1 A-12 I A-12 I— —I A-5 in 0 C a, IL W 2 EXTERIOR ELEVATION REAR — DEMOLITION oa � � N A2.3 1/4" = 1'-Ort O N ca a cvQ421 a- 0o .1 ix (Pi z00 o = . 0 CSC CAC It �u gg 0 o ADJ. TENANT CHASE BANK to W Wada H A-21 --I A-24 A-23 —I A-20 A-18 H A-20 1 A-18 A-30 A-31go Ci (n (D EPT-2 EPT-1 EPT-1 EPT-1 T.O.PARAPET Z 1 EPT 2 +17-0' $- New CO Z O __ ._. ._ .. _ . W J CSII- 4 \c1 1 1 1 11 11 1 1 1 1 1 1 1 11 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 --r- 11 1 1 1 1 1 11 - I T.O.SIGN BAND 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I $- �// II 1 1 1 1 1 1 1 1 1 I I I I I I I I I l l I I I l l l l l l 5 . .Fai I1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 f 1 1 I 1 1 1 1 1 1 1 1 1 1 1 l 1 1 1 1 1 1 II 1 I I I I I 1 1 1 1 1 17I' . T 111 -11 (1) 1 1 1 1 1 1 1 1 1 1 1 IrIl 1 1 1 1 1 1 1 1 1 II I IIEDI1 ! I III I I I 1 L_ 1 I I I 1 I I I I I 1 II I I I 1 I ! I I I I Z \1 I I I L I I I I I I I I 11 I I 1 1 1 1 1 11 I I I 11 11 1 1 1 I 1 1 1 1 I I I 1 I I l I I f I I I I I 1 I I I I 1 1 1 1 I I I I I I I I I I I I 1 I I I I I I I I I I I I I I 11 I I I I 1 1 f I I 1 1 I I 11 I I, I I Ca) B.O..I— 7 I I I - 1 I I I I I 1 I 1 1 1 1 1 1 1 1 11 I 1 I I I f _ -_1 1 1 +9'-101/2'A.F.F. 11 1 1 1 I I i I I I 1 I III I I I 1 I I I I 1 1 1 � 1 1 1 1 1 1 I { I 1 1 1 1 I I I I I I I I I I .1- 1 1 I I I 1 I I f 1- I / i_ _i 11 11 1 I I I f I f I II I I I f I 1 I 11 I ! I I 1 I 1 1 1 1 I , 1 1 1 1 I I I 11 I I I I I I f I I I l I 1 1 11 1 1 I I 1 1 1 1 1 11 II ' I I I I III I I l i I 11 1 1 1 II I I I I 1 II 1 11 1 1 1 11 I 11111 I II I I I I I I 1 I I I I I I I I I I 1 1 \ I= I I 11 1 1111 I I I f I II I I I l 1 I I 1 - I I I I 11 I I I I I I 1111 I I 11 I I I I I I f 1 I I I I 1 11 I I I I I I A32 '- B.0-SIGN BAND ARCHITECT/ ENGINEER OF RECORD �� I 1 I I I I I ! 111 I I I 11 i I ! I I 1 11 1 I I_ ! I I - I ._ 1 I I i i I I I 11 I 11 I I I 11 I I I I I I +9'-3112"A.F.F. $- l l I I l I I I I _ I l I l I I I I I I l I I I I I 1 I l �i I I I I I I I I I l 1 1 I I I l II I I !__ _ I. 1 1 1 1 1 III 1 I I i Il I I 1 I 1 I I I I I I I I i I I I f I I _ J I I I I I E 1 1 1 1 1 1 I I I I 1 I I I I f I l l I I I I I i I I I- 1 1 1 1 1 1 1 1 1 1 11 l l - I ! 1 ! 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 I 71 1 11 1 1 1 1 11 11 I I 1 I 11 I 1 1 1 I I i 1 I I I 1 1 1 1 1 1 111.0 1 , 1 11 1 1 I I I I I I I 1 1 1 I I I I 1 -4-11 I I I I I I I I I 1 I II I 111111111111 1 II 11 I I III I I I I 1pm I I I 1111 I I I I I I I I I I 1 I I I I II I I I I 11 I I I I I 1 I III 1 11 I i 1 1 1 1 1 l I I I I I I I I `� 1 1 1 1 1 1 1 1 I II 1 .I I I I I I I I 1 1 I I I f I I I 1 I 1 I I 1 f 1 1 I 1 I i 1 I I I 1 1- 1 1 1 I I I I 1 , .# ' I-- 1 11 I 1111 f I I i I 11 I I I I I 1 1 1 1J 1 11 I I 11 11 1I I I 1 1 1 1 1 I 1 1 1 1 I 1 1 T I I I I f 1 1 1 1 1 I l 1 11 - P I ■■ 1 1 1 1 1 1 1 1 1 1 1 II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 II 1 1 1 1 1 1 I I 1 I I 1 1 1 1 1 1 1 1 I 1 I I 1 1 1 1 1 1 1 1 1 1 1 I DESIGN S G M� I I I I I I I I I 1 I . I I f l f I l I I I I I I I 1 I 1 I I I I II I I I I ! I 1 1 1 I I 1 . I__ 1 1 I 1 1 1 I I I I I I 1 1 1 1 I I I 1 I � � �_ Architectural 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I 1 1 1 1 1 1 1 1 1 11 I 1 I 11 1 1 1 1 1 1 T 1 f 1 1 I II I II I I I III I 1 I I I ____ _1I- 1 I I 1 I I 1 I I 1 1� 1 I I I I I I I I 1 I 11 I 1 I 1 1 1 I 7 1 I 1 1 1 I 1 1 1 1 1 1 III 1 1 1 1 1 1 III 1 1 1 1 I 1 I1 1 1 I 1 1 1 1 , _ _ FINISH FLOOR Solutions Group VARIES-1Y-0"A.F.F. $1)- A-15 A-10 —I A-17 H A-11 A-14 A-15 A-12 H 1 A-14 A-12 I1 11 A-14 A-12 A-12 H-- A 29 A-15 19120 SE 34TH STREET, SUITE 115 EPT-2 EPT-2l EPT-3 EFT-2 EPT-3 EPT-3 EPT-2 VANCOUVER, WA 98683 These drawings and specifications are the confidential and proprietary properly of JP Morgan Chase and shahl not be copied or reproduced without written authorization. The contract documents were prepared for use on this specific site in conjunction with its issue date and are not suitable for use on a different site or at a later time. use of these drawings for reference or example on another project requires the services of properly icensed architects and 1 EXTERIOR ELEVATION REAR — PROPOSED engineers. Reproduction of the contract documents for reuse oa another project is not authorized. A2.3 1/4° _ 1'-0r" SEAL ,\<„.*D ARey KENNETH J. �� M RACKE • AM S, WA License#5599 s�q� �o 04/93/20 KJM/2568 ISSUE DATE DESCRIPTION ELEVATION N0TES E L E VA TI O \ \ O TE S C O N ' T EXTERIOR FINISH MATERIALS A-1 (E) STOREFRONT SYSTEM TO BE REMOVED A-21 (E) CONCRETE TILE ROOF TO REMAIN, PROTECT DURING CONSTRUCTION EXTERIOR PAINT A-2 (E) TRIM BOARD TO BE REMOVED A-22 (E) METAL ROOF TO REMAIN. PREP FOR (N) PAINT, SEE ELEVATIONS. MANUFACTURER SHERWIN-WILLIAMS A-3 (E) REDBOX FIXTURE AND ASSOCIATED ELECTRICAL TO BE REMOVED A-23 (E) SIDING TO REMAIN. PREP FOR (N) PAINT, SEE ELEVATIONS, EPT-1 PRODUCT METALATEX ACRYLIC SEMI-GLOSS A-4 AREA OF (E) EXTERIOR WALL TO BE REMOVED FOR WALK-UP ATM / DEPOSIT (E) TENANT SIGNAGE TO REMAIN. G.C. TO COORDINATE REMOVAL AND COLOR SW 7045(INTELLECTUAL GRAY) BOX INSTALLATION A-24 REINSTALLATION FOR PAINTING WITH SIGN VENDOR FINISH SEMI-GLOSS A-5 (E) CMU STORAGE BUILDING TO BE REMOVED. SLAB & FOUNDATION TO REMAIN A-25 (N) STOREFRONT - BRONZE TO MATCH EXISTING EXTERIOR PAINT A-6 (E) WOOD STRUCTURE AND ASSOCIATED CORRUGATED ROOF TO BE REMOVED (N) SECURITY LIGHTING PER JPM CHASE STANDARDS, REFER TO ELECTRICAL MANUFACTURER SHERWIN-WILLIAMS 4-13-20 PERMIT SUBMISSION A-26 DRAWINGS A-7 (E) SIGN & SIGN BAND FINISHES TO BE REMOVED. (E) SIGN BAND STRUCTURE EPT-2 PRODUCT METALATEX ACRYLIC SEMI-GLOSS 4-3-20 90%SET TO REMAIN, REFER TO ELEVATIONS FOR (N) FINISH. A-27 (N) AUTOMATIC DOOR OPERATOR BUTTON AND KEYCARD READER RECESSED COLOR SW 7036(ACCESSIBLE BEIGE) 3-20-20 PLANNING A-8 (E) FENCE / GATE AND ASSOCIATED SUPPORTING STRUCTURE TO BE REMOVED FLUSH WITH WALL SURFACE- DO NOT SURFACE-MOUNT A-9 (E) COPING TO BE REMOVED (N) WALK-UP ATM & DEPOSIT BOX FURNISHED AND INSTALLED BY BANK FINISH SEMI-GLOSS PROJECT INFORMATION BLOCK EQUIPMENT VENDOR- COORDINATE WALL OPENINGS AND ELECTRICAL / DATA EXTERIOR PAINT JOB # }PM19010.0 A-28 DATE: 1/20/2020 A-10 (E) OVERHANG TO REMAIN. PREP UNDERSIDE FOR (N) PAINT REQUIREMENTS WITH OWNER-SUPPLIED EQUIPMENT SHOP DRAWINGS AND PRODUCT MANUFACTURER SHERWIN-WILLIAMS DATA DRAWN BY: DA A-11 (E) STOREFRONT SYSTEM TO REMAIN EPT-3 PRODUCT METALATEX ACRYLIC SEMI-GLOSS CHECKED BY: EC (E) EXTERIOR WALL LIGHT FIXTURE Sc CONDUIT TO REMAIN. PREP CONDUIT FOR A-29 (N) RAILING PER JPM CHASE STANDARDS COLOR SW 8108(LATTE) A-12 (N) PAINT A-30 (N) COPING. PREP FOR (N) PAINT. SEE ELEVATIONS. MODEL FINISH SEMI GLOSS A-13 (E) ELECTRIC METERS TO REMAIN A-31 (E) SHEET METAL. PREP FOR (N) PAINT. SEE ELEVATIONS. EXTERIOR PAINT DRAWING STANDARDS v20.1 A-14 (E)PAINTMU TO REMAIN, PATCH & REPAIR AS REQUIRED, PREP FOR RECEIVE (N) A-32 (E) FLASHING AT PERIMETER OF SIGN BAND. PREP FOR (N) PAINT. SEE MANUFACTURER MATTHEWS PAINT ELEVATIONS. SHEET TITLE (E) CMU COLUMN TO REMAIN, PATCH & REPAIR AS REQUIRED. PREP FOR (N) EPT-4 A-15 PAINT (N) SIGNAGE BY OWNER'S SIGN VENDOR- N.LS,- PROVIDE ROUGH ELECTRIC WORK A-33AND BLOCKING IN WALL AS REQUIRED FOR VENDOR INSTALLATION COLOR MP18248(CHASE NICKEL) EXTERIOR ELEVATIONS: A-16 (E) BOLLARD TO REMAIN, PAINT SAFETY YELLOW FINISH SEMI-GLOSS SIDE ENTRY A-17 (E) RAILING TO REMAIN (N) WHITE VINYL BUILDING ADDRESS NUMBERS WITH 1/2" WIDE STROKE APPLIED A-34 TO INTERIOR FACE OF GLASS TRANSOM- MIN. 6" HEIGHT OR AS REQUIRED BY A-18 (E) COPING TO REMAIN. PREP FOR (N) PAINT. SEE ELEVATIONS. LOCAL CODE A-19 (E) GUTTERS & DOWNSPOUTS TO REMAIN. PREP FOR (N) PAINT, MATCH AREA OF (N) CMU WALL INFILL, SEE STRUCTURAL DRAWINGS ADJACENT WALLS SHEET NUMBER A-35 A-20 (E) SCUPPERS TO REMAIN. PREP FOR (N) PAINT, MATCH ADJACENT WALLS A2 . 3 3 -1 A-21 in S- -1 A-18 -I A-23 ---I, A-23 -I A-22 A-23 1- -I A-21 -I A-18 --I A-24 T.O.PARAPET LLI +1T-0" I 11 ` + / B.D.SOFFIT(NOT SHOWN) +9'-10 1!2"A.F.F. -0- I i, i , I II I I I ' I I I I I U- 1 I I I 1 1 I 1 .. 1_ I_ 1 I 1 I 1 - 1 1 1 I 1 I I l I 1 1 -- 1 1 M B.O.SIGN BAND Q +9'-3 112"A.F.F. uu 1 I I 1 1 1 1 1 1 1 1 1 I I -I I I I 1 I 1 I I I I I - I I uJ - I I I I I I I I I - I I 1 1 1 1 I I I I I I.._ ill 1lii1 11. I I . I1I Il1-± MI .I 1 I �. IL � I� I I 1 I I I I I I I I_' = L 1 1_ L L_ I 1 _L L- I I I I I 1 1 1 1 1 1 fl I I I I 1 I I I 111 . 1 1 1 1 1 I I I - 1 I I 1 I I I 1 1 1 I ll - l I 1 I I I I I I �� 1 III I I I I 1 I 1 - 1 1 1 1 1 1 1 1 1 1 1 I • - 1 1 I I I I I I I I Vil I I I A I I I I I FINISH FLOOR $- TM OM% VARIES-0%0"A.F.F. la A-15 H A-10 H A-14 H A-11 H A-17 A-15 -I A-19 ---I A-10 A-19LA-15 A-11 A-17 -I A-14 A-10 to to ii=in PM O CI CIE �- O W >- 2 EXTERIOR SOUTH SIDE ELEVATION - DEMOLITION oa � ujN LLI A2.4 1/4" = 1'-0" o N 0a N Ov) c:• 00 0 .. t. v in Z o 0 * law on N Le A-21 A-18 A-23 A-23 A-22 A-23 -1 A-21 .I A-18 -I A-24 a W a 01 EPT 1 ) EPT-2) ( EPT-2 ) ( EPT4 ) EPT-2 (EPT-1) T.O.PARAPET ZD o_ o � - . . .- - 4 - Ien 1 _ V) / I 7 I I B.O.9'-10S01��I A{F OT SHOWN) Idlii)_ %WO I 0 i - - I ' 1 I 1 I 1 I 1 1 1 I I _ ' r r r I � 1 - 1 I I I I I _ I 1 I I _ 1- 7 \ 1 1 1 1 1 1 1 1 1 11 B.O.SIGN BAND I +9'-3112"A.F.F. — I I I I I I I I I I 1 I I ARCHITECT/ ENGINEER OF RECORD I I - 1 1 1 1 1 1 1 1 1 1 • i' 1 NM- I - 1 I I I 1 1 1 1 1 I - 11 4 - I - 1 1 1 1 I 1 - T 1 1 1 I I - T i T i J 1 I 1-- 1 I I 1 1. PM 1 I I l . i� . . II A, .-F I 1 1 I I 1 It 1 1 1 1 1 1 1 1 1 1 II I IR I I III I III I I - I I I I 1 1 II1 111 1 1 111-J' T I I 1 1 T I I I II 1 - I I 1 I I . I I El DESIGN - �- 1 r I I I I � I I =1 FINISH FLOOR l ..a. VARIES-0'-0"A.F.F. 4.- Architectural A-15 A-10 A-14 -I A-11 -I A-17 A-15 --I A-19 H A-10 A-14 A-19 I--' A-15 A-11 H A-17 A-14 A-10 A-15 Solutions Group EPT-2 EPT-2l EPT-3 EPT-2 EPT-2 EPT-3 EPT-2 EPT-3 ) EPT-2) EPT-2 19120 SE 34TH STREET, SUITE 115 VANCOUVER, WA 98683 These drawings and specifications are the confidential and proprietary property of JP Morgan Chase and shall not be copied or reproduced without written authorization. The contract documents were prepared for use on this specific site in conjunction with its issue date and are not suitable for use on a different site or at a later time. Use of these drawings for reference or example on another project requires the services of properly licensed architects and 1 EXTERIOR SOUTH SIDE ELEVATION - PROPOSED engineers. Reproduction of the contract documents for reuse on another project is not authorized. 1/4" = 1'-0" A2.4 --- SEAL ,\c D AR?tip KENNETH J. M RACKS • - AM S, WA License#5599 -4"' OF 11 04/3/20 KJM/2568 ISSUE DATE DESCRIPTION ELEVATION NOTES ELEVATION NOTES CONT EXTERIOR FINISH MATERIALS A-1 (E) STOREFRONT SYSTEM TO BE REMOVED A-21 (E) CONCRETE TILE ROOF TO REMAIN, PROTECT DURING CONSTRUCTION EXTERIOR PAINT A-2 (E) TRIM BOARD TO BE REMOVED A-22 (E) METAL ROOF TO REMAIN. PREP FOR (N) PAINT, SEE ELEVATIONS. I MANUFACTURER SHERWIN-WILLIAMS A-3 (E) REDBOX FIXTURE AND ASSOCIATED ELECTRICAL TO BE REMOVED A-23 (E) SIDING TO REMAIN. PREP FOR (N) PAINT, SEE ELEVATIONS. EPT-1 PRODUCT METALATEXACRYLICSEMI-GLOSS AREA OF (E) EXTERIOR WALL TO BE REMOVED FOR WALK-UP ATM DEPOSIT COLOR SW 7045(INTELLECTUAL GRAY) A-4 / A-24 (E) TENANT SIGNAGE TO REMAIN. G.C. TO COORDINATE REMOVAL AND BOX INSTALLATION REINSTALLATION FOR PAINTING WITH SIGN VENDOR FINISH SEMI-GLOSS A-5 (E) CMU STORAGE BUILDING TO BE REMOVED. SLAB & FOUNDATION TO REMAIN A-25 (N) STOREFRONT - BRONZE TO MATCH EXISTING I EXTERIOR PAINT A-6 (E) WOOD STRUCTURE AND ASSOCIATED CORRUGATED ROOF TO BE REMOVED (N) SECURITY LIGHTING PER JPM CHASE STANDARDS, REFER TO ELECTRICAL MANUFACTURER SHERWIN-WILLIAMS 4-13-20 PERMIT SUBMISSION A-26 DRAWINGS A-7 (E) SIGN & SIGN BAND FINISHES TO BE REMOVED. (E) SIGN BAND STRUCTURE EPT-2 PRODUCT METALATEXACRYLICSEMI-GLOSS 4-3-20 90%SET TO REMAIN, REFER TO ELEVATIONS FOR (N) FINISH. (N) AUTOMATIC DOOR OPERATOR BUTTON AND KEYCARD READER RECESSED A-27 FLUSH WITH WALL SURFACE- DO NOT SURFACE-MOUNT COLOR SW 7036(ACCESSIBLE BEIGE) 3-20-20 PLANNING A-8 (E) FENCE / GATE AND ASSOCIATED SUPPORTING STRUCTURE TO BE REMOVED FINISH SEMI-GLOSS PROJECT INFORMATION BLOCK A-9 (E) COPING TO BE REMOVED (N) WALK-UP ATM & DEPOSIT BOX FURNISHED AND INSTALLED BY BANK JOB # JPM1 9010.0 EQUIPMENT VENDOR- COORDINATE WALL OPENINGS AND ELECTRICAL / DATA EXTERIOR PAINT A-28 DATE: 1/20/2020 A-10 (E) OVERHANG TO REMAIN. PREP UNDERSIDE FOR (N) PAINT REQUIREMENTS WITH OWNER—SUPPLIED EQUIPMENT SHOP DRAWINGS AND PRODUCT MANUFACTURER SHERWIN-WILLIAMS DATA DRAWN BY: DA A-11 (E) STOREFRONT SYSTEM TO REMAIN EPT-3 PRODUCT METALATEX ACRYLIC SEMI-GLOSS CHECKED BY: EC (E) EXTERIOR WALL LIGHT FIXTURE & CONDUIT TO REMAIN. PREP CONDUIT FOR A-29 (N) RAILING PER JPM CHASE STANDARDS COLOR SW 6108(LATTE) A-12 (N) PAINT A-30 (N) COPING. PREP FOR (N) PAINT. SEE ELEVATIONS. MODEL FINISH SEMI GLOSS A-13 (E) ELECTRIC METERS TO REMAIN A-31 (E) SHEET METAL. PREP FOR (N) PAINT. SEE ELEVATIONS. EXTERIOR PAINT DRAWING STANDARDS v20.1 A-14 PAIN MU TO REMAIN, PATCH & REPAIR AS REQUIRED. PREP FOR RECEIVE (N) A-32 (E) FLASHING AT PERIMETER OF SIGN BAND. PREP FOR (N) PAINT. SEE MANUFACTURER MATTHEWS PAINT ELEVATIONS. SHEET TITLE (E) CMU COLUMN TO REMAIN, PATCH & REPAIR AS REQUIRED. PREP FOR (N) EPT-4 A-15 PAINT (N) SIGNAGE BY OWNER'S SIGN VENDOR- N.I.S.- PROVIDE ROUGH ELECTRIC WORK A-33AND BLOCKING IN WALL AS REQUIRED FOR VENDOR INSTALLATION COLOR MP18248(CHASE NICKEL) EXTERIOR ELEVATIONS: A-16 (E) BOLLARD TO REMAIN, PAINT SAFETY YELLOW FINISH SEMI-GLOSS SIDE ENTRY A-17 (E) RAILING TO REMAIN (N) WHITE VINYL BUILDING ADDRESS NUMBERS WITH 1/2"" WIDE STROKE APPLIED A-34 TO INTERIOR FACE OF GLASS TRANSOM- MIN. 6" HEIGHT OR AS REQUIRED BY A-18 (E) COPING TO REMAIN. PREP FOR (N) PAINT. SEE ELEVATIONS. LOCAL CODE A-19 (E) GUTTERS & DOWNSPOUTS TO REMAIN. PREP FOR (N) PAINT, MATCH AREA OF (N) CMU WALL INFILL, SEE STRUCTURAL DRAWINGS ADJACENT WALLS SHEET NUMBER A-35 A-20 (E) SCUPPERS TO REMAIN. PREP FOR (N) PAINT, MATCH ADJACENT WALLS A2 . 4 JSCHEDULED FINISH CEILING 1111il 7/7,7/ 7 • a ■ j ■ • / <� 3 5/8"x20 GA. MET.STUDS ., t,. --- ,.,>;,":�@ 16"OC. {6"STUDS WHERE Q as ullllllllll III i.,...:,<.,....._ . INDICATED) a SCHEDULED FINISH CEILING _ i- SCHEDULED FINISH CEILING Q / ■ .. . _., .._ 4 F. L .. .. / y- - 4 PRE CAST REINFORCED _,c CONCRETE VAULT WALL AND CEILING PANELS BY / 6 VAULT VENDOR r SCHEDULED FINISH 1 1!2'GALV.STL.Z FURRING AT 16' • 1 1/2'GALV.STL.Z-FURRING AT 16' A2.0 / J CEILING j o.c.WITH RIGID XP5INSULATION / o.c.WITH RIGID XPS INSULATION I (R-7.5 MIN.) (R-7.5 MIN.) i � 518" • TYPE'X'MOISTURE-AND ■ r . �r 5/8"TYPE'X'MOISTURE-AND MOLD-RESISTANT GYPSUM BOARD - - �' MOLD RESISTANT GYPSUM BOARD FIXED TEMPERED GLASS PANEL 718"METAL HAT CHANNEL FURRINGAT24" PANELS-TAPED AND FINISHED PANELS-TAPED AND FINISHED • Q.C.FASTEN TO CONCRETE VAULT WALL W/i"DIA TITEN HD SCREWS @ 16'O.C. / • / ! d (EMBED 2"MIN.)STAGGERED (E)C.M.U.BLOCK WALL (E)C.M.U.BLOCK WALL 7 L / V//// - 518TYPE X'GYPSUM ' I BOARD PANELS TAPED / 3 1 , GLAZING SYSTEM BOTTOM RAIL AND FINISHED O / A5.6 i T.0 GLAZING FLOOR SLAB / /■ Tr T,Q.CONCRETE SLAB d r I - - _� WD EXISTING C.M.U. DEMISING WALL EXISTING EXTERIOR C.M.U. WALL WITH 1 1/2'FURRING WB WITHOUT FURRING VERIFY FIRE RATING REQUIREMENT FULL HT. GLASS PARTITION TYPICAL VAULT WALL WM2 NON-RATED WG NO FIRE RATING-7/8" HAT CHANNEL BOTH SIDES WD1 EXISTING C.M.U. DEMISING WALL WB1 EXISTING EXTERIOR C.M.U. WALL WITH 3" FURRING WITH 3" FURRING VAULT WALL -SAME AS WG 111 VERIFY FIRE RATING REQUIREMENT WG13 1/2" MTL. STUD FURRING ON ONE SIDE (AT WORKROOM WB2 EXISTING EXTERIOR C.M.U. WALL AND RESTROOMS) AND%a' HAT CHANNEL IN VAULT INTERIOR WD2 SAME AS WB WITH 4" FURRING WITH 1/2" PLYWOOD VERIFY FIRE RATING REQUIREMENT j NOTE: USE MOLD-RESISTANT GYP. BD. ON ALL WALLS IN WET to i WB3 EXISTING EXTERIOR C.M.U. WALL AREAS, IE. RESTROOMS, JANITOR ROOM, ETC. In liii. 0 WITH 6 1/2" FURRING WD3 SAME AS WB1 I W WITH FRPcv) VERIFY FIRE RATING REQUIREMENT EXISTING EXTERIOR C.M.U. WALL IL a W WB4 WITH 8" FURRING W M o4A EXISTING EXTERIOR C.M.U. WALL W � W65 WITH 9" FURRING o 0 4 LL f:' N_ co 0 a. Ja 2, i. c) Zo 0 Z0 = . SEE STRUCTURAL DRAWINGS FOR SEE STRUCTURAL DRAWINGS FOR * ILI w U 0 �— ATTACHMENT DETAILS ATTACHMENT DETAILS N Ce I am 111 4 � a 1 1 i.,,,.....,.....\— I B.O. STRUCTURE �- B.O.STRUCTURE I \ AT 24-HOUR VESTIBULES (2 I CONTINUOUS FIRE CAULK AT TOP I Z MIL STUDS SCREWED TO TOP PLATE I A. AND BOTTOM AT FIRE-RATED /� AND FIRE-AND SOUND- CIrm. Il STAGGERED AT 48"MAX. FASTENED TO V PARTITIONS ONLY RATED PARTITIONS ONLY low =II Z ROOF FRAMING ABOVE, SEE STRUCTURAL I EXTEND GYP. BD. FINISH TO O I I AT 24-HOUR VESTIBULES AND FIRE- I UNDERSIDE OF ROOF DECKW P'� DWGS. FOR ATTACHMENT DETAILS ! SOFFIT, SEE DETAIL 3/A5.4.1 AND _. _ _I ND SOUND- RATED PARTITIONS L STRUCTURAL DRAWINGS -11 ex N ONLY EXTEND GYP. BD. FINISH TO � , AT FIRE-AND SOUND-RATEIJ � Cl) r METAL TOP CHANNEL UNDERSIDE OF ROOF DECK �� FIRE-RATED TIOOR ACOUSTIC # 10 16 ITW BUILDEX TEK5/3 Z H SCHEDULED FINISH CEILING SCHEDULED FINISH CEILING ,_,,f • SEALANT TOP AND BOTTOM OF L SCREWS AT 12"O.C. a \ � ,e---",........_} . WALL — M, I (II) .. -44 &.., ,, 3 5/8"x 20 GA. METAL STUDS AT 16" 4"x 20 GA. METAL STUDS AT 16"O.C. >� SCHEDULED FINISH CEILING } O.C. MAX. / MAX. \.__1 ',___.----" 1 6"x 20 GA. METAL STUDS AT i 1STOREFRONT/ PARTITION SYSTEM (IIII) 3-1/2"ACOUSTIC BATT INSULATION 3-1/2"ACOUSTIC BATT INSULATION 16"O.C. MAX. �'• (TYPE WJ1 ONLY) ia FIXED TEMPERED GLAZING ,�J BATT INSULATION AS REQUIRED 4 I • ' 4 Ya'DIA TAPCON +W/2"EMBED @ 4'-8"MAX., .; II INTO 4"MIN, CONCRETE PER ICC E$ ARCHITECT/ ENGINEER OF RECORD •_ �2-1 It ESR-3699 5/8"TYPE'X' GYP. BD. EACH SIDE -.."-- 5/8"TYPE'X' GYP. BD. EACH SIDE ,:,' . ) 5/8"TYPE'X' GYP. BD. EACH 1/4" DIA X 1 3/4"TITEN HD @ 48"O.C., S.S.D. 1/4" DIA X 1 3/4"MEN HD @ 48"O.C., S.S.D. i�_ . DIA X 1 3/4"TITEN HD @ 48"O.C.,S.S.D. k �� MIN. OF (2) ANCHORS PER PANEL AND • WITHIN 6"FORM END OF BOTTOM TRACK pm • _ „. __ ... . T.O.SLAB T.Q.SLAB T.O.SLAB ' kf ' ��' fes. � �+_ SPECIAL INSPECTION IS NOT REQUIRED PER r� ...;,....H_ - -` CBC 2016 1705.12.5 EXCEPTION 3 DESIGN TYPICAL INTERIOR PARTITION TYPICAL 4”METAL STUD INTERIOR PARTITION _ TYPICAL 6"METAL STUD INTERIOR PARTITION STOREFRONT/ PARTITION SYSTEM Architectural WI 3-5/8" METAL STUD- NON-RATED WJ NON-RATED WK NON-RATED WM NON-RATED Solutions Group 19120 SE 34TH STREET, SUITE 115 SAME AS WI INTERIOR SOUND RATED PARTITION -SAME AS WJ INTERIOR SOUND RATED PARTITION-SAME AS WK WI 1WJ1 WK1 W/3 1/2"ACOUSTIC BATT INSULATION W/3 1/2"ACOUSTIC BATT INSULATION, FINISH ON W/5 1/2"ACOUSTIC BATT INSULATION, FINISH ON VANCOUVER, WA 98683 ONE SIDE TO U/S OF ROOF ONE SIDE TO U/S OF ROOF These&Owings and specifications are the confidential and proprietary properly of Ji'Morgan Chase and shall not be copied or reproduced without written author¢ation. The contract documents were prepared for use on this specific SAME AS W J SAME AS W K site in conjunction with its issue date and are not suitable for use on a different SAME AS WI site or at a later time. Use of these drawings far reference or example on WI 2 WJ2 W/GYP. BD. ON ONE SIDE TO U/S OF ROOF DECK WK2 W34" PLYWOOD BARRIER UNDER GYP.BD, FINISH ON another project requires the services of properly licensed architects and 6"20 GA METAL STUDS @ 16"O.C. / / engineers. Reproduction of the contract documents for reuse on another VESTIBULE SIDE project is not authorized. BALLISTIC PARTITION AS WJ NOTE: USE MOLD-RESISTANT GYP. BD. ON ALL WALLS IN WET WI 3 SAME AS WI EXCEPT ADD 5/16" BALLISTIC PANEL SYSTEM WJ3 3/4" PLYWOOD BARRIER UNDER GYP. BD. FINISH AREAS, IE. RESTROOMS, JANITOR ROOM, ETC. SEAL PROVIDED BY OWNER'S EQUIPMENT VENDOR UNDER GYP. BD. ON VESTIBULE SIDE TO U/S OF ROOF FINISH AT EXTERIOR SIDE OF PROTECTED ROOM ,.c5ED OaJ, NOTE: USE MOLD-RESISTANT GYP. BD. ON ALL WALLS IN WET �� //• NOTE: USE MOLD-RESISTANT GYP. BD. ON ALL WALLS IN WET AREAS, IE. RESTROOMS, JANITOR ROOM, ETC. CKENNETH J. AREAS, IE. RESTROOMS, JANITOR ROOM, ETC. , M RACKS i I • ' AM S, WA (> License#5599 c:-. , 04/13/20 KJM/2568 ISSUE DATE DESCRIPTION 4-13-20 PERMIT SUBMISSION 4-3-20 90%SET 3-20-20 PLANNING PROJECT INFORMATION BLOCK JOB # JPM19010.0 DATE: 1/20/2020 DRAWN BY: DA CHECKED BY: EC MODEL DRAWING STANDARDS v20.1 SHEET TITLE •• I' I • WALL TYPES SHEET NUMBER _ 1 WALL TYPES A3.1 1 11211 = 11-0,r WINDOW TYPES DOOR TYPES SCHEDULE l TYPICAL SIZE DOOR FRAME DOOR NUMBER TYPE W H T MATERIAL FINISH MATERIAL FINISH HDWR. NOTES 1 A (2)3'0" T-6" 1 3!4" ALUMINUM/INSUL.GLASS DARK BRONZE ALUMINUM DARK BRONZE 01 WIDE-STILE, 10"BOTTOM RAILS, REMOVABLE MULLION, NM ENTRANCEMATCH EXISTING MATCH EXISTING STORE HOURS SIGNAGE BY OWNER STORE HOUR SIGNAGE (N)BUILDING ADDRESS,BY OWNERS VENDOR A (2)3'-0" 7'-0" 1 3/4" ALUMINUM I INSUL.GLASS CLEAR ANODIZED ALUMINUM CLEAR ANODIZED 01A WIDE STILE, 10"BOTTOM RAILS, REMOVABLE MULLION, BY OWNER'S VENDOR +31'7" (2ND ENTRANCE) STORE HOURS SIGNAGE BY OWNER EXISTING OPENING L. .WIDE-STILE, 10"BOTTOM s 2" 2" III VESTIBULE (2)3'-0" 7'-0" 1 3/4" ALUMINUM/GLASS CLEAR ANODIZED ALUMINUM CLEAR ANODIZED 02 RAILS, REMOVABLE MULLION 4' 2" 4" 2" 6,-0" 2' 4' 2' 2" 2' (' f t3'-0" 3'-4' �,�-0"i SEE •OR SCHED E fo.1f3'-4' 1 3'-5" 1kf 3'-5" 4 3'-5" 1r' ±1'5" C ,,f- PAIR CLOSET (2)PER PLAN 7'0" 1 3/4" SOLID CORE FLUSH WOOD PAINT TO MATCH ADJACENT WALL HOLLOW METAL PAINT TO MATCH ADJACENT WALL 7 111 PAIR SECURED EQUIP. (2)PER PLAN 7'-0" 1 3/4" SOLID CORE PAINT TO MATCH HOLLOW METAL PAINT TO MATCH 11 I' CLOSET J FLUSH WOOD ADJACENT WALL ADJACENT WALL E SOLID-CORE PAINT TO MATCH PAINT TO MATCH 3'-0"TYPICAL WIDTH; 3'-4"WIDTH AT ATM&SDB ROOMS; Z d awes \CHASE° 3,8,9 3'-0"/3'-4" 7'-0" 1 3/4" HOLLOW METAL 03 CLOSER CONCEALED FROM CUSTOMER VIEW;2'-6"AT AHD w SECURED FLUSH WOOD ADJACENT WALL ADJACENT WALL CLOSET a o r F -) r, PRIVACY PAINT TO MATCH PAINT TO MATCH TYPICAL AT RESTROOMS AND SDB ROOMS WITH VIEWING T< • 0 I l A3.2,1� 4,6 3'-0" 7'-0" 1 3/4" SOLID-CORE WOOD HOLLOW METAL 04 CARRELS.UNDERCUT DOORS 1"WHEN ROOM PROVIDED (RESTROOM, ADJACENT WALL ADJACENT WALL T T b,l i T T T T T SUB CHEST RM.) WITH ONLY SUPPLY AIR OR RUTURN AIR OR EXHAUST. N Z. I Fl TYPICAL AT SOB VIEWING ROOMS.UNDERCUT DOORS 1" N 7 I PAINT TO MATCH PAINT TO MATCH T T T. T I T T T T T PRIVACY 3'-0" 7'-0" 1 3/4" SOLID-CORE WOOD ADJACENT WALL HOLLOW METAL ADJACENT WALL 04A WHEN ROOM PROVIDED WITH ONLY SUPPLY AIR OR RUTURN it (SDB VIEWING RM.) AIR OR EXHAUST. . ] J O Ai REFER TO DOOR TYPES ' 6 DOOR,FRAME, HINGE AND CLOSER PROVIDED BY BANK 0 2"MULLION WITH 4" (N)WINDOW AND ] n32�; G REINFORCED SOLID- PAINT TO MATCH PAINT TO MATCH w COVER TO CONCEAL CLEAR GLAZING TO U FOR DOOR SIGNAGE BULLET RESISTANT 3'-0" T-0" 1 314" CORE FLUSH WOOD ADJACENT WALL HOLLOW METAL ADJACENT WALL 10 EQUIPMENT VENDOR-G.C.'S PAINTER TO FIELD PRIME WITH Q ETCHING PRIMER AND PAINT DOOR AND FRAME w STEAL COLUMN MATCH ADJACENT w TENANT,TYP.ALL H ce 3'-0" 7-0" 1 3/4" INSUL.STEEL INT.: MATCH WALL HOLLOW METAL INT.: MATCH WALL 09 EGRESS DOORS IN HOLLOW METAL FRAMES-20 MIN. RATED w EGRESS/STEEL EXT:EPT-1 EXT: EPT-1 J 3'-0" 7'-0" 1 3/4" INSUL.ALUMINUM INT.: MATCH WALL ALUMINUM CLEAR ANODIZED 09 EGRESS DOORS IN ALUMINUM FRAMES EGRESS/ALUMINUM EXT:ANOD.ALUM. K 3'-0"/ BY EXCEPTION ONLY-WHERE NOT PART OF DEMOUNTABLE GLASS 3'-4" 9'-0" 1/2" TEMP.GLASS CLEAR FRAMELESS --- 08 PARTITION SYSTEM,3'-0"TYPICAL WIDTH;3'A"WIDTH ADJACENT TO ATM ROOMS41. OMIT CLOSER AND HOLD-OPEN AT DOORS TO ROOMS WITH r — LADDERS ONLY. UNDERCUT DOORS 1"WHEN ROOM 5 UTILITY 3'-0" 7'-0" 1 3/4° FLUSH WOOD ADJACENT WALL HOLLOW METAL ADJACENT WALL 06 PROVIDED WITH ONLY SUPPLY AIR OR RETURN AIR OR EXHAUST. PROVIDE KICK PLATES AT EACH SIDE,AND COMBINED STOP/HOLDER PER HARDWARE SCHEDULE. CO FM ❑ M 3'-0"/ SOLID-CORE PAINT TO MATCH PAINT TO MATCH TYPICAL AT 2ND DOOR IN A SERIES TO A ROOM WITH BANK 2 PASSAGE 3'-4" 7-0" 1 314" FLUSH WOOD ADJACENT WALL HOLLOW METAL ADJACENT WALL 05 EQUIPMENT WHERE THE FIRST DOOR IS TYPE E;ALSO FOR USE AT NON-SECURED CLOSETS N NOT USED OM MI › P P SOLID CORE NOT USED IN PROTOTYPE PLANS. REQUIRED ADJACENT TO 0 4 —I cC 3' EMPLOYEE ACCESS -0"MIN. 7'-0"MIN. 1 3/4" FLUSH WOOD MATCH ADJ.WALL HOLLOW METAL MATCH ADJ.WALL 13 VESTIBULE OVERHEAD COILING DOOR WHERE EMPLOYEE W ACCESS PATH IS THROUGH EQUIPMENT ROOM 0 0 4 QMI SECURITY SOLUTIONS TRANSPAROLL NPT O (SUBSTITUTIONS NOT PERMITTED). PROVIDE FLUSH KEY IL ti) Q SEE PLAN FLUSH W/ NA ALUMINUM/ CLEAR ANODIZED ALUMINUM CLEAR ANODIZED BY MFR. SWITCHES WITH SCHLAGE C123 CORES:2 AT SITES WITHOUT is 0 J w OVERHEAD COILING CEILING POLYCARBONATE SEPARATE EMPLOYEE ACCESS, 1 AT SITES WITH SEPARATE O EMPLOYEE ACCESS; PROVIDE BATTERY BACKUP POWER el Z Qo " WITH REQUIRED ACCESS ABOVE CEILING. R 0 3-0 MIN. 7-0 MIN. 1 3/4" ALUMINUM/INSUL.GLASS CLEAR ANODIZED ALUMINUM CLEAR ANODIZED 15 O V EMPLOYEE ACCESS a W Q Q DOOR TYPES „ell0 (1) N--- Q Z o Z o W Jii. CARD READER (I) Z INSTRUCTIONAL DECAL MOUNT CLOSER TO ROOM-SIDE OF DOOR MOUNT CLOSER J TO ROOM-SIDE 4 — AFTER-HOURS ACCESS /I z INTERIOR AUTO.DOOR OF DDDR CARD READER MOUNTED - OPENER OMIT DOOR SCOPE WITH FACE FLUSH WITH —t..- WALL t� I Cli)WALL FINISH -En - LOGO SIGNAGE BY AT SDB ROOMS AND INC L_J / �J / AUTO.DOOR BUTTON OwSE� ' V .9" 0 MOUNTED WITH FACE OWNER'S VENDOR RESTROOMS ---- .. FLUSH WITH WALL FINISH. / \ .'AUTO-CAUTION-DOOR' ;�� rte FROOR SPACOVIDE EE. CLEAR o o 1 / 1 O `1 WITHSIGNAUTGE- DOOR - WITH AUTO DOOR CALIFORNIA ROOM f/. ___ -OPERATOR PAC1 AGE-0R l— oO —--— ——— _PROVIDED SEPARATELY SIGNAGE ',� \ T o,..,i- 0 ---\ - ---7--- BY G.C.- COMPLY WITHLTJ - w = # ����, o ANSIIBHMAA159.10. 50' V \ ARCHITECT/ ENGINEER OF RECORD 4 g. Z M A.F.F.±12" COORD. TYPICAL ROOM • z l?Do T \ J jr POSITION WITH OWNER'S IDENTIFICATION \ \ 0 O� a _ a o W OTHER SIGNAGE SIGNAGE ___ �j ____ AUTO DOOR BUTTON/ o PM0 1 CARD READER DETAIL 4 NOT USED M DESIGN A3.2.1 3 - 1 -0 A3"2.1 3" - 11-°" Roots WITHOUT R.A.OPCS.- Architectural Solutions Group 19120 SE 34TH STREET, SUITE 115 VANCOUVER, WA 98683 These drawings and specifications are the confidentiai and proprietary property of JP Morgan Chose and shall not be copied or reproduced without written authorization. The contract documents were prepared for use on this specific site in conjunction with its issue date and are not suitable for use on a different site or at a later time. Use of these drawings for reference or example on DOOR SCHEDULE NOTES another project requires the services of properly icensed architects and O _J= engineers. Reproduction of the contract documents for reuse on another project is not authorized. O _ 'T 314'CONDUIT I LF . —! DOOR AND HARDWARE NOTES: 9. GC TO PROVIDE ALL KEYS AT TURNOVER.SEE SPECS FOR KEYING SCHEDULE 10. GC TO PROVIDE CYLINDERS FOR ALL KEY SWITCH OVERRIDES SEAL THIS DETAILPROVIDED FOR USE �~ — 1:. _ 1. EXTERIOR METAL DOORS TO BE GALV. & INSULATED 11. SALVAGED STOREFRONT DOORS MAY BE RE-USED AND RETROFIT ACCORDINGLY FOR NEW HARDWARE IN OD STOREFRONT DOOR BOTTOM RAIL- ONLY WHERE REQUIRED BY CODE UNDERCUT IN FIELD AS READ.FOR TO MAINTAIN TIGHT SILL GAP IN 2x6 P.T.WOOD NAILER ` _ 2. HOLLOW METAL JAMB$ IN MASONRY TO BE GROUTED SOLID. LIEU OF NEW DOORS. C,(/ DOOR SWEEP ���I HIGH WIND REGIONS - —I _��3TIRUCTURALDRAWINGS CMU WALL-REFER T 3. ALL DOORS WITH LOCKING HARDWARE, INCLUDING ALL CIPHER LOCKS AND STOREFRONT DOORS, WILL 12. EGRESS DOORS SHALL BE READILY OPEN FROM THE EGRESS SIDE WITHOUT THE USE OFA KEY OR ANY C /* ELEC.JUNCTION BOX W! HAVE A SCHLAGE EVEREST C-123 REMOVABLE CORE, PROVIDED BY THE G.C./SUB. COORDINATE SPECIAL KNOWLEDGE OR EFFORT. BUILDING CODE (2016 CBC 1010.1.9) C. KENNETH J. PEMK0252x3_FGTHERMALLY EXISTING STOREFRONT DOOR JAMB FLUSH COVER PLATE -- PERMANENT CORE / KEYING MANF'R & INSTALLATION WITH ARCHITECT. PERMANENT CORE/ KEYING 13. WHERE KEY-OPERATED LOCKING DEVICES ARE USED ON MAIN EXTERIOR DOOR OR DOORS, POST A SIGN MC - RACKE BROKEN EXTRUDED ALUMINUM SCHEDULED FINISH CEILING ' INSULATE SHIM SPACE INCLUDED IN BID KEYING ALLOWANCE. CONSTRUCTION CORES BY G.C. ON OR ADJACENT TO THE REQUIRED MAIN EXIT DOOR WITH 1-IN LETTERING STATING: 'THIS DOOR TO SADDLE THRESHOLD-MATCH PEMKO 315N DOOR SWEEP•MATCH - STOREFRpNTMATERIALFINISH `�STOREFRONTMATERIALFINISH ,I NI 4. DOORS NOT HAVING PANIC HARDWARE SHALL HAVE LEVER TYPE DOOR HANDLES. REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED." (1010.1.9.3 (2.[2.2])) ISOLATION JOINT �I L!0 M IN)FLASHING TO MATCH 5. ALL DOOR HARDWARE TO MEET ADA ACCESSIBILITY GUIDELINES: 14. REFER TO MECH PLANS FOR DOORS THAT NEED TO BE UNDERCUT. "AM S, WA WALT(-OFF MAT r 4IP `� STOREFRONT SYSTEM !;cense#5599 A. LES, PULLS, LATCHES, LOCKS EXISTING INTERIORI � _ 7-1-11 2x WOOD FURRING AS _ OPERATING DEVECEDO DOOR OPENING IDOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASPWITHW?OTHER15.15. COORDINATE BY GENERAL CONTROCTOREYING MANF'R & INSTALLATION WITH ARCHITECT. CONSTRUCTION ��� &� CONCRETE FLOORREAD. I L.� HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO 16. REFER TO HARDWARE SPECIFICATIONS FOR CLOSER MOUNTING LOCATIONS. OF O SLAB a EXISTING EXTERIOR CONCRETE I r I 114" OPERATE.a 714/:....--- METAL GYP.BD.'L'TRIM O4/13/20 a n 4 'WALK SLAB-SLOPE 114'PER FT.MAX _IJ B. HARDWARE SHALL BE CENTERED BETWEEN 34 INCHES (863 MM) AND 44 INCHES (1 117 MM) ABOVE THE SEALANT AND BACKER ROD "i 5" � .r FLOOR. GLAZING VALUES: POWER OPERATED / C. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHGC =0.25 KJM/2568 SHALL BE OPERABLE BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, U-SHAPED U-VALUE=0.32 WINDOW SHADE HANDLES OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE. MOTORIZED SHADE D. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. (2016 CBC 1113-404.2.7). ABBREVIATIONS DISCONNECT SWITCH E. DOOR CLOSING SPEED SHALL COMPLY WITH 2016 CBC 11B-404.2.8. AL. = ALUMINUM TEMP. F.THE FORCE FOR PUSHING OR PULLING OPEN INTERIOR AND EXTERIOR SWINGING EGRESS DOORS, GL. =TEMPERED GLASS ISSUE DATE DESCRIPTION TYPICAL STOREFRONT OTHER THAN FIRE DOORS,SHALL NOT EXCEED 5 POUNDS. H.M. = HOLLOW METAL G. FOR OTHER SWINGING DOORS, AS WELL AS SLIDING AND FOLDING DOORS, THE DOOR LATCH SHALL S.C. =SOLID CORE 2 ENTRANCE THRESHOLD 5 EXTERIOR WINDOW HEAD AT CMU WALL RELEASE WHEN SUBJECTED TO A 15-POUND FORCE.THE DOOR SHALL BE SET IN MOTION WHEN WD. = WOOD SUBJECTED TOA 30 POUND FORCE.THE DOOR SHALL SWING TO A FULL OPEN POSITION WHEN E.A. = EXTRUDED ALUMINUM SUBJECTED TO A 15-POUND FORCE. (2016 CBC 1010.1.3). A3.2.1 3" = 1'-0" A3.2.1 1 1/2" = 1'-0" H. DOOR THRESHOLD SHALL NOT EXCEED 1/2"WITH BEVELED SLOPE NOT MORE THAN 2:1 FOR THE UPPER 1/4". (2016 CBC 11B-303.3). I.THE BOTTOM 10 INCHES OF ALL DOORS, EXCEPT AUTOMATIC AND SLIDING, SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE. (2016 CBC 1 18-404.2.10). K. PROVIDE TACTILE EXIT SIGN AT EXIT DOORS PER DETAIL 18/A0.2.2. 6. ON EGRESS THROUGH INTERVENING SPACES SHALL NOT PASS THROUGH ROOMS SUBJECT TO LOCKING. 7. RETROFIT EXISTING DOOR AS REQUIRED TO FACILITATE REQUIRED DOOR FUNCTION/SECURITY. 8. BR DOOR SUPPLIED BY BULLET GLASS VENDOR. BR DOOR, FRAME AND HARDWARE FURNISHED AND INSTALLED BY SECURITY VENDOR. GC TO PAINT DOOR AND FRAME AND FURNISH AND INSTALL KICK 4-13-20 PERMIT SUBMISSION PLATES. MOUNT CLOSER ON PULL SIDE. 4-3-20 90%SET 3-20-20 PLANNING PROJECT INFORMATION BLOCK JOB # JPM19010.0 DATE: 1/20/2020 WOOD STUD FRAMING- DRAWN BY: DA • CHECKED BY: EC -..•• AAP :-.,', REFER STUDO L TYPES- METAL STUD FRAMING- DOUBLE STUD AT REFER TO WALL TYPES HEADERS ANp JAMBS (N)STOREFRONT SYSTEM, METAL STUD ANCHOR WOOD STUD ANCHOR SEE WINDOW TYPES MODEL WITH 5/8"GYP.BD. WITH 518'GYP,BD, POCKET POCKET DRAWING STANDARDS v20.1 `<; SEALANT • tillir°1 BACK OF FRAME i. r , ALIGN BACK OF FRAME ALIGN8 C WITH FACE OF STUD WITH FACE OF STUD PRE-FABRICATED AND PRE-FABRICATED AND i - I EXCEED SLAB,SLOPE NOT TO 2%IN BOTH DIRECTION SHEET TITLE N j„.......-- PRIMED WELDED STEEL N PRIMED WELDED STEEL SCHEDULED FINISH ��� AT CLEAR FLOOR AREA AT DDDR FLOORING DOOR FRAME DOOR FRAME l/- pip, DOOR SCHEDULE, _ �_� \ a- Q Q�4z}- • • • SILENCERS SILENCERS —1 /i i '" ?-1. DOOR AND WINDOW • adSCHEDULED DORSCHEDULED DOOR Q \,),\.,\,....________________---- c SHIM,AS REQUIRED TYPES AND DETAILS <7 METAL FRAMING WOOD FRAMING SHEET NUMBER 3 INTERIOR DOOR HEAD I JAMB SIMILAR 6 EXTERIOR WINDOW SILL 7 NOT USED 8 NOT USED A3.2.1 3" = 1-0" A3.2.1 3" = 1-0" A3.2.1 3" = 11-0" A3.2.1 3" _ 1I-0" A3 • 2 • 1 16 DOOR HARDWARE SCHEDULE MPLOYEE BUTT HI• E(3) /HAGER BB 91 ANSI A5 2NRP 4.5x•. ..I SATIN ST. LESS STE. GROUP COMPONENT MFR. MODEL FINISH NOTES ENTRAN Am. 01 BUTT HINGE(6) HAGER BB1191 ANSI A5112 NRP 4.5x4.5 630 SATIN STAINLESS STEEL I ORTISE D ' LATCH . HLAGE '070/C1231 '•A 6 : SATIN CH'+ IUM WHERE D ADOR MFR'S SCK BODY I 'EQD., PR• , DE SCHLA . LOCK CY pER,ANSI • F5"CLASS' •M" Ell ENTRANCE 1 FUNC ON;ADA Si SLE-ACTION 'OMPLIANT .OTE 8 REMOVABLE MULLION VON DUPRIN KR4854 SP28 GRAY PAINT — — 01A LEVE': (2) SCHLAM SP. 'TA 626 SAT(' CHROMIU ENTRANCE 2 1 PANIC BAR VON DUPRIN CD99E0 626 SATIN CHROMIUM S NCERS , S SR64 GRAY I - .1 I PANIC BAR VON DUPRIN CD99NL-OP 626 SATIN CHROMIUM CLOSER LCN 4111-3077 NS SP28 GRA 'AINT MORTISE CYLINDER SCHLAGE I 20-001/C123 626 SATIN CHROMIUM NOTE 8 FLOC' STOP IVE FS . 1 F517 626 SAT i CHROMIU / 111.1 MORTISE CYLINDER(2) SCHLAGE 20-001 XQ11-9481C123 626 SATIN CHROMIUM NOTES: 1.DOOR SCOPE REQUIRED UNLESS DOOR INTO ROOM CANNOT BE CLOSED WHILE OCCUPIED(I.E. CLOSETS)OR DOOR DOES NOT OPEN INTO AREAS ACCESSIBLE TO CUSTOMERS. RIM CYLINDER SCHLAGE 20-022 626 SATIN CHROMIUM 2. HARDWARE SET 08A-ALT.GLASS SHALL BE SPECIFIED ONLY AT PROJECTS WHERE AUTHORITIES HAVING JURISDICTION DO NOT PERMIT THE 4"BEVELLED BOTTOM RAIL EXCEPTION TO THE 10"DOOR BOTTOM RAIL REQUIREMENT. ELECTRIC STRIKE VON DUPRIN 6111 FSE DS 24V 630 SATIN STAINLESS STEEL OMIT AT TYPE 01A(NOTES 4,5) 3. DOOR HARDWARE VENDOR IS TO VERIFY COMPATIBILITY OF SPECIFIED HARDWARE AND SUBMIT RECOMMENDATIONS AS REQUIRED TO THE G.C.TO CONFORM TO THE LOCK FUNCTION AND FINISH HARDWARE CONFIGURATION DESIGN INTENT. ANY I CARD READER SYSTEM PARABIT ACSIEV2 BLACK PROVIDED AND INSTALLED BY OWNER'S SECURITY SYSTEM VENDOR,OMIT AT TYPE 01A(NOTES 4,5) DEVIATIONS FROM SCEHDULED HARDWARE MUST BE APPROVED BY THE OWNER. CHANGE ORDERS RESULTING FROM NON-COMPATIBIILTY OF HARDWARE WILL NOT BE ACCEPTED. OFFSET DOOR PULL(2) IVES 8190-0-0 630 SATIN STAINLESS STEEL 4.OMIT PARABIT AFTER-HOURS CARD READER ACCESS SYSTEM WHERE DOORS DO NOT ACCESS A 24-HOUR VESTIBULE WITH ATM OR OTHER CUSTOMER-FACING EQUIPMENT. Uill OMIT AT TYPE 01A. MATCH EXISTING STOREFRONT COLOR AT IN-LINE OR EXISTING BUILDING PROJECTS. 1 5. REFER TO AUTO DOOR CONTROL DIAGRAMS, SHEET E3. POWER OPERATOR LCN 4640 CLEAR ANOD.ALUMINUM INCLUDE CONCEALED SWITCH BLANK END PLATE 334-2. (NOTE 5) 16.ADJUST DOOR CLOSERS TO COMPLY WITH ANSI A117.1 REQUIREMENTS FOR OPENING FORCE AND CLOSING SPEED. SET OPENING FORCE AS LOW AS POSSIBLE WHILE ALLOWING THE DOOR TO FULLY LATCH. DOOR PUSHPLATES(2) LCN 8310-818T SATIN S.S OMIT AT TYPE 01A 7,FOR PROJECTS WITH A SINGLE ALARMED EGRESS DOOR, INSTALL POWER SUPPLY ABOVE FINISH CEILING OVER DOOR. FOR PROJECTS WITH MULTIPLE ALARMED DOORS, INSTALL SIZE POWER SUPPLY FOR MULTIPLE DOORS AND INSTALL IN A EXCEPT CALIFORNIA PROJECTS (2"x 4 RECTANGLE) CENTRAL LOCATION. DOO USHPLAT : (4) 83 853TTIN S.S MIT AT TYP 01Al 8.G.C.TO COORDINATE WITH OWNER'S FACILITY MANAGER TO VERIFY LOCK CORE AND KEYWAY COMPATIBILITY WITH REGIONAL HARDWARE STANDARDS-MATCH LOCAL CONFIGURATION. ..//CFORNIAHP'.JECTS ON SQUARE} I DOOR PUS• 'LATES(2) 8310-83SAT( S DMIT T TYPE 01 OPT. B'' AT CALIF° IA PROJE////// ONLY (6"x 36" AR) / v E N D O CO \ TACT 5 FOR USE ONLY AT LINEAR OR LINEAR-MEDIUM STANDARD PLANS AT THE INTERIOR FACE,AND SURF.-MOUNT PUSH PLATE ENCLOSURE LCN 8310-867S BLACK PLASTIC NON-STANDARD PLANS WHERE A 4"MULLION OR WALL WITH ACCESSIBLE CLEARANCES IS NOT AVAILABLE. Vendor Product/Services Contact E—mail Tel No 0 NOT TO BE USED AT ANY EXTERIOR NEW-BUILD CONDITION. :'SWITCH/ AGS 650 --- NARROW- E L ILE COVATE-OM AT TYPE 0 ` " / / S L / / / / / / / / / / 351 Security Die packs/tracking devices Lynn Sueberinig Lvnnseuberlina@3sisecuritv.com 610-280-2051 Q CLOSER LCN 4111-3077CNS SP28 GRAY PAINT PROVIDE 2 AT TYPE 01A, SET TO LOWEST POSSIBLE OPENING FORCE REQUIRED TO MAINTAIN WEATHER ` LU SEAL INTEGRITY I CBBE Check desks, access bars, seating Kristi Franks kfranks@cbbe.net 770.342.8722 i SEALS PEMKO 297AS MILL-FIN.ALUMINUM Cennox ATM ADA complaince Evangaline Callison evangaline.callison@cennox.com 406.830.3755 I SWEEP(2) PEMKO 3151CN CLR.ANOD.ALUM.1 BLACK NEOPRENE ORDER LONG AND CUT METAL SHORT TO ALLOW NEOPRENE TO EXTEND BEYOND DOOR LOCK EDGE Diebold Bank equipment, VATs, safe deposit, BRG Kyle Horn kyle.horn@diebornnixdorf.com 912.213.3118 THRESHOLD PEMKO 253X3AFG MILL-FIN.ALUMINUM 02 BUTT HING- (6) /HAGER BB11' ANSI A211 RP 4.5x4.5 630 LATIN STAT SS STEEL Digital Merchandisingand Scala EQ Iruffini@diversifiedus.corn ESTIBULE Diversified g Lois Ruffini 908.445.2759 11 I REMO 'BLE MULL o VON DU:'IN K 954 SP28 ''Y PAINT r �� P IC BAR VO �UPRIN CD99E0 626 ='TIN CHRO M Empire Office Products Casegoods, systems furniture, seatingggenevieve@empireoffice.com CO W p Y Gerard Genevieve 99 p 347.682.3062 PANIC BA: ON DUPRI CD99N oP :26 SATIN Cr 'OMIUM MOR E CYLIND SCH '' E 20-I/11C123 626 SAT t CHROMIUI oTE8 Empire Office Products Case goods, systems furniture, seating Pamela Piure—Otero pDiure@empireoffice.com 212.607.5517 I ❑ M I 1 aRTISE CY .,•ER(2) S . LACE 20-It X011-94810'23 62. ATIN CHR• .IUM IM Ce RIM CYLI• 'ER SCHLAGE 20-0 .26 SATIN -ROMIUM Hamilton Safe Bank equipment, VATs, safe deposit, BRG Vince Gannon vince.aannon@aunnebo.com 949-212-4129 M OFF 'TDOOR P (2) IV : 8 '0-0-0 630 SATIN : AINLESS ' EL Inno4 Data Cabling Doug Cox dcox@inno411c.com (425) 314-3711 gl. aDe ••WEROPE:i'TOR LCN 4640CS CL ' ' ANOD.A - INUM INCLUD 'ONCEALEI WITCH B ' ,K END PLA 334-2(NO ' 5) Interface Flor Area Rugs Jennifer Durham chasefioorina@interface.com 770-975-4816 0 4 1 N DOOR P HPLATES LCN 8310-: :T SA S.S 0 , AT TYPE I ARyanDigitalMerchandising W EXC ' CALIFOR ' PROJECT. (2"x4" —CTANGLE) John O (.) 4LLLumenomics Scrims and shades Stephen Ullrich sullrich©lumenomics.corn 614-554-7743 N AOR PUSHP••TES(4) LCN c310-853T SATINS.. / OMIT A YPE 01A 0 CI. CALIFORN • PROJECTS aNLY (4"SQUA'� ) CO 1 Ce DOOR ' SHPLATE 2) 8311 :36T Mike's Locksmith Building rekeying at turnover Mike Mize mikes.locksmithservice@amail.com 281-355-6536 CI OP . BAR AT C. ORNIA PR, ECTS ONL LCA (6" 36"BAR) IN S.S P IT AT TYP h1A Z FOR US- ONLY AT LI- AR OR LI • 'R-MEDIU TANDARD . 'NSATTH. NTERIORF-CE,AND MLE Interior merchandising Andy Ralston andvralston@mleinc.com 630-422-1790 X 331 O O 0 SURF.-M• NT PUSH P •TE ENCU.: RE LCN 8310 . S BLACK P STIC NON : ANDARD P •NS WHE'• A 4"MULLIr OR WALL TH ACCES :LE CLEA' CES IS NO AVAILABLE Mood/Muzak Music systems Tyler Harrison tvier.harrison@moodmedia.cam 512-820-0623 N TO BE US.I AT ANY E, ERIOR NE -:UILD CON+ ION. N K• SWITCH N .:310 806K --- RECESSES HINGE J' B MULLlO : 38"AFF( E 5) NAVCO Video security system Martin A. Kulick mkulick@navco.com (732) 991-4102IL LLI 4 CLOSER / / LCN / 4111-307 'NS / SP28 GRA 'AINT LEFT • ND LEAF : VIEWED F•#M EXTERI•',ADA COM: ANT / One Source ATM/eATM/cash recycler rigging Brook Lincoln biincolnQos2s.com (281) 840-3298 4t Ili W 0 0 ce 03 BUTT HINGE(3) HAGER BB1191 ANSI A2112 4.5x4.5 652 SATIN CHROMIUM Parabit vestibule door card reader system Bob Winslow rwinslow©ddcfactors.com 281-904-3208 z 0 SECURED ELECTRONIC LOCK SCHLAGE CO-100-CY-70-KP-SPA-626-PD-C123 626 SATIN CHROMIUM NOTE 8 O 0 Principle le USA Teller intercom system Casey Loftin casev.loftin@orinciolealobal.com (923)304-1209 CLOSER LCN 4011/4041-3077 SP28 GRAY PAINT DOOR-MOUNT ON ROOM SIDE-NOT VISIBLE TO CUSTOMERS;ADA COMPLIANT P y FLOOR STOP IVES FS131 FS17 626 SATIN CHROMIUM AT DOORS OPENING AGAINST WALL;WITH R14 RISER AS REQUIRED Scala Digital Merchandising a N OVERHEAD STOP GLYNN-JOHNSON 410S 630 SATIN STAINLESS STEEL AT DOORS OPENING AGAINST FURNITURE C1) Z Security Vault Works ATM/eATM/cash recycler rigging Nick Garcia aarcian@svwinc.com (909) 484-3027 x1203 I KICK PLATE IVES 8400 630 SATIN STAINLESS STEEL PUSH SIDE ONLY; 8"x 2"LESS THAN DOOR WIDTH 4 DOOR SCOPE IPI f DOOR SCOPE DS2000 SILVER PAINT ALUMINUM BODY, NOTE 1 I Sign tech Exterior/interior signage Randi Zeigler rzeialer@siantech.com 619-301-9455 I y SILENCERS IVES SR64 GRAY 1 Tyco Electronic security system John McKenna jmckenna@tyco.com C.) 411m500 04 BUTT HINGE(3) HAGER BB1191 ANSIA221124.5x4.5 652 SATIN CHROMIUM 1 Victory Lighting Photometric survey Dan Redmond danredmond@dlbdweb.cam 214-869-5940 PRIVACY ELECTRONIC LOCK SCHLAGE CO-100-CY-40-KP-SPA-626-PD-C123 626 SATIN CHROMIUM WITH PRIVACY FUNCTION; NOTE 8 CLOSER LCN 4011/4041-3077 SP28 GRAY PAINT DOOR-MOUNT ON ROOM SIDE-NOT VISIBLE TO CUSTOMERS,ADA COMPLIANT IGC Purchased Items FLOOR STOP IVES FS131 FS17 626 SATIN CHROMIUM WITH R14 RISER AS REQUIRED KICK PLATE IVES 8400 630 SATIN STAINLESS STEEL PUSH SIDE ONLY;8"x 2"LESS THAN DOOR WIDTH Artoic Mosaic Tiles Kiva Reinhold kiva@artaic.com 617-418-1928 x104 ARCHITECT/ENGINEER OF RECORD COAT HOOKS(2) IVES 581 626 SATIN CHROMIUM AT RESTROOMS ONLY, 1 AT 36"AFF, 1 AT 60"AFF PM DOOR SCOPE IPI 1 DOOR SCOPE D52000 SILVER PAINT ALUMINUM BODY-OMIT AT RESTROOMS&SDB VIEWING ROOMS, NOTE 1 Bentley Mills Inc. Flooring/area rugs Chris Clark Chris.Clark@bentleymills.cam 800-423-4709 x5844 SILENCERS IVES SR64 GRAY D.L. Couch Wallcovering Inc. Wall Covering Megan Cuda mcuda@dlcouch.com 800-433-0790 x1113 04A BUTT HIN • (3) HAGER BB '1 ANSI A2 2 4.5x4.5 , 2 SATIN C OMIUM ANDARD A PRIV'r LOCK SCHLA ND50P 123/SPA 626 SAT CHROMIU P H-BUTTON ''IVACY IN "IOR1 KEY•• EXTERIO', OTE 8 East Hotline Phone #: DESIGN DB VII=WINt RM. I C •SER N 4 114041-307 S''8 GRAY PA OMIT AT St: VIEWING '•OMS; DOS'-MOUNT 0 -00M SID 'DA COMP NT614-949-9095 ALT ATE AT Preferred: chaseteam@lumenomics.com West Hotline Phone #: Architectural "STROOMS FLOOR S .' ` IVES FS131F 7 :26 SATIN C- 'OMIUM WITH '14 RISER A• 'EQUIRED Lumenomics Window Covering For Urgent Items: hotline@Iumenomics.com 602-653-9568 Solutions Group :Y EXCEPT . / 2" ►, [KICK ' 'TE IVE 00 630 SATIN AINLESS S EL PSH SIDE 0 ; 8"x L THAN DO WIDTH dAT HOOKS ) ES 581 62. ATIN CHR' •IUM AT REST'*OMS ONLY AT 36"AFF, 1 AT 60"AF Sbemco Inc dba Matting by Design In floor grate/matting Mark Tucci mtucci@mattingbydesign.com 800-468-0860 x51 9120 SE 34TH STREET, SUITE 115 DOORS PE IP IDOOR SC E DUO!' SILVER 'AINT ALU . UM BODY- •MIT AT RE ROOMS& 4B VIEWING 00MS, NO • 1 Stone Source Tile David Seltzer dseltzer@stonesource.com 646-981-0423 VANCOUVER, WA 98683 //// SI LE ERS IV R64 RAY / These drawings and specifications are the confidential and proprietary property EARTHCAM On-site Camera CAITLINN ASHLEY CASHLEY©EARTHCAM.COM 201.488.111 X1025 of authorization.M«gan chase and tdohall urnocopied a aredreprouseouced nthiu pecec 05 BUTT HINGE(3) HAGER BB1191 ANSI A2112 4.5x4.5 652 SATIN CHROMIUM siteinThe with itsoa documents and were prepared for use on this specie site in conjunction issue date are not suitable 1«use on a different PASSAGE 1 ACME BRICK CO. 708-344-1000 site or at a later time. Use of these drawings rl reference or example on PASSAGE LATCH SET SCHLAGE ND1051SPA 626 SATIN CHROMIUM INCLUDE MILLED GROOVES(/8SP)AT ELECTRICAL ROOM DOORS engine project equines the services of properly is for eon and engineers. Reproduction of the contract documents for reuse on another project is not authorized. CLOSER LCN 4011/4041-3077 SP28 GRAY PAINT DOOR-MOUNT ON ROOM SIDE-NOT VISIBLE TO CUSTOMERS,ADA COMPLIANT Ben jam in Moore LOCAL DISTRIBUTOR - --- FLOOR STOP IVES FS131 FS17 626 SATIN CHROMIUM WITH R14 RISER AS REQUIRED BENTLEY PRINCE STREET CHRIS CLARK Chris.Clark@bentleymills.com 800-423-4709 EXT 5844 KICK PLATE IVES 8400 630 SATIN STAINLESS STEEL PUSH SIDE ONLY; 8"x 2"LESS THAN DOOR WIDTH SEAL SILENOERS IVES SR64 GRAY BROOKSIDE VENEERS KEVIN HALL kevinh@brooksideveneers.com 718-369-0526 n�D / nn;/ 06 BUTT HINGE(3) HAGER BB1191 ANSI A2112 4.5x4.5 652 SATIN CHROMIUM CERTAINTEED LOCAL DISTRIBUTOR — --- ��(�`� /?ex/ UTILITYKENNETH J. STOREROOM LOCK SET SCHLAGE ND8OPD/C123/SPA 626 SATIN CHROMIUM NOTE 8 CHEMETAL LOCAL DISTRIBUTOR — -- MC . RACKS CLOSER LCN 4011/4041-3077 SP28 GRAY PAINT DOOR-MOUNT ON ROOM SIDE-NOT VISIBLE TO CUSTOMERS,ADA COMPLIANT o DAINTREE B.M.S.(CURRENT BY GE) DALLAS BUCHANAN dbuchanan@daintree.net 415-726-1441 OVERHEAD CONCEALED COMBINED STOP/HOLDER REQUIRED AT PLUMBING/JANITOR CLOSET, ' AM S, WA CONCEALED OVERHEAD STOP/HOLDER GLYNN-JOHNSON 410H 630 SATIN STAINLESS STEEL License#5599 ELECTRICAL,AND DATA ROOMS;OMIT AT ROOMS WITH LADDER ONLY. DESIGN TEX JULIE BRINKWORTH jbrinkworth@designtex.com 800-221-1540 �� TTf KICK PLATE(2) IVES 8400 630 SATIN STAINLESS STEEL 8"x 2'LESS THAN DOOR WIDTH; PLUMBINGIJANITOR0LOSET, ELECTRICAL,AND DATA ROOMS REQUIRE DL COUCH MEGAN CUDA mcuda@dlcouch.com 800-433-0790 EXT.1113 9/C OF ���� KICK PLATES AT BOTH SIDES OF DOOR. I DOOR SWEEP PEMKO 4131CNBL CLEAR ANOD.ALUMINUM DATA ROOM DOOR ONLY EMSER AMBER SHOWALTER I ambershowalter@emser.com 323-650-2000 04/13/20 DOOR SCOPE IPI/DOOR SCOPE DS2000 SILVER PAINT ALUMINUM BODY, NOTE 1 GORDON, INC. ERIC MAU eric@mauinc.com 847-797-1010 KJ W2558 SILENCERS IVES SR64 GRAY HARVEY CEMENT ELLICE HERMAN _ 708-833-1900 TT HINGE GER BB1191 ' A A5112 N• 4.5x4.5 630 S' STAINLE STEEL PRODUCTS,INC. CRAIG KIRK 708-822-3907 RESS POWER T''NSFER HI► E(1) BB1 :1 ANSIA511 TW 4.5 x 4 : ( } 6 s SATIN STA ESS STEE 4-CO UCTOR T ''OUCH Wl' POWER T' SFER HIN HINES, INC. NATE HINES nate@hinesinc.com 870-233-7925 PAN ' BAR WITH . 'RM VON D •RIN :'NL-OP-AL 'R-CON-3'- 260 626 SA CHROMI NIC BAR W H ALARM ,AUTO-RE ' ,AND MF" POWERS INGE WIRI KIT, LEN AS READ 480-710-7474 ISSUE DATE DESCRIPTION •RM POW.' SUPPLY Vs ' DUPRIN ' -900 SERI- — INCLUD TERNAL B' KUP BATT.'Y;SEE NO 7 I JOHNSONITE LOCAL DISTRIBUTOR — -- MORTIS• YLINDER SCHLAG 20-001 '123 626 SATIN • ROMIUM NOT' 8 LLUMAR SCOTT CURRY 888-257-5470 LISA BOAZ RIM ' LINDER SCH -.GE "0-022 626 S' N CHROMI LUMENOMICS, LLC MARTI HOFFER chaseteam@lumenomics.com 206-327-9037 LOSER LCN •111-3077 C.. :'28 GRAY P•INT ADA CO.. 'LIANT KICK P ' E IVES :•t I .•0 SATIN ST: LESS STE- 8" LESS TH... DOOR WID MADICO LOCAL DISTRIBUTOR — SE' S PE 0 97AS MILL ' N.ALUMIN MATTHEWS PAINT LOCAL DISTRIBUTOR -- 100R SWE• • •EMKO 315CN C • .R ANDD. ' MINUM NEVAMAR LOCAL DISTRIBUTOR -- THRE . OLD PEMK• 1 /A MILL-FIN 'LUMINUM 4-13-20 PERMIT SUBMISSION NORTON INDUSTRIES, INC. ALEXANDRA SCOTT alexandra@nortonceilings.com 216-228-6650 D•OR SCOPE IPI I DO t' SCOPE DS '00 168 degr-- VER PAINT ALUMINU :ODY, NOT 10 CONTINU S. HINGE --- — SATIN ' ROME/ST' LESS STE. BY BAt EQUIPME► VENDOR PARABIT EDWIN GREGORY EDWIN.GREGORY(g)PARABIT.COM 516.378.4800 X277 4-3-20 90%SET B . ET-RESIST 3-20-20 PLANNING T ELEC 'ONIC LOC SCHLAt Co 00-CY-70- '-SPA-626-Po 123 626 SAT'• CHROMIU B :ANKEQUI. ENT VEND'';NOTE 8 PIONITE LOCAL DISTRIBUTOR --- --- PROJECT INFORMATION BLOCK C •SER N 401 4041-3077 S 5P'8 GRAY PA BY BANK •UIPMENT V' DOR,A0' '°MPLIANT PULP STUDIOS ALEX ROSTU arosul@sbcglobal.net 216-227-1801 JOB # JPM19010.0 FLOOR ST.• IVES FS13/F' 7 :26 SATIN Cr •OMIUM WITH 14 RISER A' "EQUIRED DATE: 1/20/2020 OMI SECURITY SOLUTIONS KEVIN BECERRA kbecerra@gmiusa.com 800-446-2500 DRAWN BY: DA KICK • 'TE IVE 00 630 SATIN AINLESS S • EL P H SIDE 0 ;8"x 2"L : THAN DO+' WIDTH ••OR SCOP IPI 1 De•R SCOPE DS2000 ILVER PAI ALUMINU i BODY,NO ' 1 SBEMCO MARK TUCCI mtucci@sbemco.com 800-468-0860 X:51 CHECKED BY: EC SILENCE IVES SR6' G'' ' SHERWIN-WILLIAMS LOCAL DISTRIBUTOR — MODEL 14 0.100 PAINT TO .'TCH ADJ. F I ISH •' C.M.U.EN' °SURES- •' EQUAL-1 I s I-LB.CAPA Y PER PAI', PRIMED S 'EL / STEELCASE(EMPIRE OFFICE) MARIBETH CAREY MCarey@EmpireOffice.com 212-607-5568 T B EL HINGE. 1PAIR PE' EAF) GU'DIAN Y� DRAWING STANDARDS v20.� EN OSURE 2135.100 PAINT 0 MATCH ' %J. FINISH AT STEE 'OST ENC °SURES-0- QUAL-1001 B_CAPACI P PER PAIR "(MED STE, STONE SOURCE DAVID SELTZER dseltzer@stonesource.com 212-979-6400 GATE LATCH STANLEY 621 GALVANI "• STEEL OR .•UAL SHEET TITLE PU 1 PER LEA. CROWi :OLT .2309 GALV' IZED STE aR EQUAL TELEPRESENCE(CHASE GTI) LAWRENCE POLITI lawrence.g.politi@jpmchase.com 212-270-2092 'ANE BOLT PER LEAF : ANLEY 532531 'LVANIZED ' EEL BY PAN, SYSTEM UFACTU•• ' USG LOCAL D15TRIBuroR -- __ VENDOR LIST A N D SPRING OADED CA ERS(1 PE' EAF) ABBEY TRA G 081- .8-1 GALVANI D STEEL OR 'QUAL WASTE WISE PRODUCTS, INC PAUL DECONINCK 877-680-8361 DOOR HARDWARE I BO S AND MIS .HARDWA` / ST' 1 LESS STE / SCHEDULE WEATHERMATIC BRODIE BRUNER Brodie.Bruner@weathermatic.com 972-926-2170 WILSONART LOCAL DISTRIBUTOR -- --- SHEET NUMBER A3 . 2 . 2 INT. FIN. MATERIALS SCHEDULE WT-20 MOTORIZED ROLLING TELLER SCRIM(OPAQUE) COLOR GRAVEL INTERIOR FINISH SCHEDULE WALLS PT-500 VENDOR/INSTALLER LUMENOMICS SIZE 25CM X 1M TILE WALL-ACCENT(COUNTER WALL) PT-501 dEa,... 7 PAINT TRANSACTION VESTIBULE PRODUCT MOBR INTERIOR SUN CONTROL FABRICS BACKING CUSHIONBAC PLUS(ANTI-FATIGUE CUSHION MILLWORK COUNTER SS 300 PT-103 CEILING PAINT ) FLOOR-FIELD TILE T-501ILJ : PHIFER SHEAR WEAVE 7100 CARREL COUNTER SS-300 =' MFR. BENJAMIN MOORE PATTERN RANDOM WALK-OFF MAT CPT-302 4....-t----j- CEILING ACT-2 SHADE COLOR WHITE P-02 WALL BASE WB-402 PRODUCT AURA WATERBORNE INTERIOR PAINT LIGHT FIXTURES-GENERAL L-2 - ATM WALL WC-402 COLOR CLOUD COVER#0C-25 ENCLOSURE COLOR FLOATING CARPET-NAVY WALLS(NON-ATM) PT-500 RESTROOMS(NOTE 6B) EXPOSED HEM BAR ANODIZED ALUMINUM WITH GREY RUBBER FLOOR FIELD T402 FINISH EGGSHELL FINISH 524 BOTTOM SEAL I MFR. INTERFACE SUSPENDED GRID CEILING ACT-4 tJLIl WALL BASE WB-402 PT-311 ACCENT PAINT-NAVY NOTES PRODUCT INSTALLED BY LUMENOMICS, I PRODUCT HAPTIC SOFFITS-FACE AND BOTTOM PT-103 WALLS-GENERAL PT-500 REFER TO STANDARDS FOR GC LIGHT FIXTURES-GENERAL L-500 I MFR. BENJAMIN MOORE COORDINATION WITH VENDOR I COLOR WALL-VANITY PT 501 _ ILLUMINATED OCTAGON PREFERRED PRODUCT ULTRA SPEC SCUFF-X WT-20 ALT MOTORIZED ROLLING TELLER SCRIM(OPAQUE) WALL TILE T-402 SIZE PER PLAN LOBBY AND CORRIDOR " PRODUCT NUMBER OLD NAVY#2063-10 CEILING ACT-2 VENDOR/INSTALLER ROLL-A-SHADE BACKING GLASBAC FLOOR-FIELD TILE T-501 LIGHT FIXTURES-GENERAL L-2 , r: I FINISH MATTE(484) WALL BASE WB 402 PRODUCT MOBR INTERIOR SUN CONTROL FABRICS EDGING MFR.:JOHNSONITE WORK I PRINT I FILE I STORAGE ROOMS,LTOS AND CASH ROOMS SEPARATE FROM v PT-500 GENERAL WALL PAINT PHIFER SHEAR WEAVE 7100 PRODUCT#EG-XX-H WALLS-GENERAL PT-500 MANUAL TRANSACTION AREAS SHADE COLOR WHITE P-02 COLOR: 40 BLACK B "�"1 MFR. BENJAMIN MOORE WALL-CAFE t COMMUNITY WALL PT-311 (NOTE 13) ( FLOOR CPT-320 NOTES EDGE BANDING/RUG KIT PROVIDED BY MANUFACTURER WALL-ATM WITH DIGITAL SCREEN PT-311 (NOTE 13) WALL BASE WB-402 - PRODUCT AURA WATERBORNE INTERIOR PAINT ENCLOSURE COLOR ANODIZED ALUMINUM-PAINT TO MATCH TILE SUSPENDED GRID CEILING ACT-4 WALLS PT-500 COLOR CLOUD WHITE#CC-40 ADJACENT FINISHES GYPSUM CEILINGS,SOFFIT BOTTOMS AND SOFFIT MILLWORK PL-501 0 EXPOSED HEM BAR ANODIZED ALUMINUM WITH GREY RUBBER T-402 RESTROOM WALL&FLOOR TILE/LOUNGE FACES NOT FLUSH WITH WALL PT-103 FINISH EGGSHELL FINISH 524(WALLS) BOTTOM SEAL CEILING ACT-2 MFR. STONE SOURCE UJ 44Afigit# rk SATIN FINISH 526(DOORS&FRAMES) NOTES PRODUCT INSTALLED BY ROLL-A-SHADE, WINDOW SILLS SS-300LIGHT FIXTURES L-2 REFER TO STANDARDS FOR GC PRODUCT CREOS n- LIGHT FIXTURES-GENERAL L-500 I LTOS I CASH ROOMS-OPEN TO MANUAL TRANSACTION AREAS ck PT-501 ACCENT WALL PAINT-GREY COORDINATION WITH VENDOR a. WT-11 SPANDREL GLAZING(SPECIAL-CASE USE ONLY) COLOR DORIAN LIGHT FIXTURES-CEILING ACCENT L-11 FLOOR CPT-321 MFR. BENJAMIN MOORE MFR. VIRACON FINISH NATURAL FINISH I LIGHT FIXTURES-WOOD CEILING ACCENT COVE L-307 PRODUCT AURA WATERBORNE INTERIOR PAINT WALL BASE WB-402 SIZE 12"x 24"x 318" LIGHT FIXTURES-METAL CEILING ACCENT COVE L-308 PRODUCT VIRAPSAN WALLS PT-500 COLOR HEARTHSTONE#1601 WINDOW SHADES(NOTE 7) WT-1 J WT-2 COLOR MEDIUM GRAY GROUT CUSTOM BUILDING PRODUCTS POLYBLEND MILLWORK PL-501 11 FINISH EGGSHELL FINISH 524(WALLS) SANDED GROUT#165"DELOREAN GRAY" LIVING ROOM I CEILING ACT-2 OM*SATIN FINISH 526(DOORS&FRAMES) NOTES GROUT SEALER TILELAB SURFACEGARD STONE,GROUT& FLOOR-AREA RUG LRAR-4 I LU TILE SEALER I LIGHT FIXTURES L-2 WALLS-GENERAL PT-500 WALL FINISHES I OPTION FOR FIELD APPLIED TREATMENT GROUT JOINT 1/8" LOUNGE w ® I FEATURE WALL PANELS WD-601 WC-402 WALLCOVERING AT ATM WALL(WALLCOVERING 1) TRIM NOTES MATCHING TILE WALL BASE AVAILABLE FOR LIGHT FIXTURES-GENERAL L-500 FLOOR T-402Lr) Q RESTROOMS WALL BASE WB-402 PE gX MFR. D.L.COUCH WB-402 VINYL WALL BASE-STRAIGHT-AREAS WITH FLOORING GENERAL FLOOR TILE MANUAL TRANSACTIONS WALLS PT-500 CI PRODUCT RECORE'BACCARAT' MFR. JOHNSONITE MFR. STONE SOURCE I FLOOR CPT 321 MILLWORK COUNTER PL 502 COLOR R2-BC-28 BASALT WALL BASE WB-402 PRODUCT CREOS I MILLWORK PL-501 0 4 Koll Iw N PRODUCT TIGHTLOCK I WALLS-GENERAL PT-500 W WIDTH 53"ROLLED MATERIAL COLOR DORIAN CEILING ACT-2 0 1.1.. h COLOR 20 CHARCOAL WG WALLS MANUAL TRANSACTION BACK WALL PT-500im0 4 LIGHT FIXTURES L 2 FRP-1 FIBERGLASS-REINFORCED PLASTIC PANELING FINISH NATURAL FINISH WALLS-ACCENT (NOTE 13) 0 LI Q! MFR. CRANE COMPOSITES " " MILLWORK-GENERAL PL-501 I JANITOR/DATA!ELECTRICAL/LADDER 1 ATM ROOMS Ce PROFILE 4 1/2"STRAIGHT(TOELESS) SIZE 30 X 30 x 3/8 I FLOOR SC(NOTE 14) PRODUCT GLASBORD PIF MANUAL TRANSACTION MODULE FRONT PANELS (NOTE 5) WALL BASE WB-403Ca) Z 0 O 0 FINISH 84 IVORY WB-403 VINYL WALL BASE-COVE-AREAS WITH EXPOSED SLAB I MANUAL TRANSACTION MODULE COUNTER (NOTE 5) GROUT CUSTOM BUILDING PRODUCTS POLYBLEND WALLS(NOTE 8) PT-500 * W ig Vt 1 Q MFR. JOHNSONITE SANDED GROUT#165"DELOREAN GRAY" CEILING ACT-4 LOCATIONS JANITOR CLOSET J LADDER ROOM FLOOR SINK WALLS(NOTE 6) FRP-1 N Ce GROUT SEALER TILELAB SURFACEGARD STONE,GROUT& SOFFITS-BOTTOM AND FACES NOT FLUSH WITH PT-103 WINDOW TREATMENTS PRODUCT TRADITIONAL WALL BASE TILE SEALER WALL LADDER AREA WALLS(NOTE 6) FRP-1 IL IM 4 < WT-1 MOTORIZED ROLLING SHADE(5%OPENNESS FACTOR) COLOR 20 CHARCOAL WG GROUT JOINT I LIGHT FIXTURES-GENERAL L-11 ( CEILING ACT 2g z 0 y MISCELLANEOUS FLOORING I ILLUMINATED OCTAGON PREFERRED I LIGHT FIXTURES L-2 VENDOR J INSTALLER LUMENOMICS PROFILE 4"COVE SC CONCRETE FLOOR PAINT SCRIM WT-20 ® O PRODUCT SHEER WEAVE 2000 CCS,PCS) FINISH SCHEDULE NOTES: r• CASUAL AND PRIVATE CONSULTATION SPACE MILLWORK SURFACES MFR. SHERWIN WILLIAMS ( SHADE COLOR WHITE PLATINUM P05 REFER TO INTERIOR ELEVATIONS,FLOOR PLANS,FINISH PLANS AND Lill =1 4 N PRODUCT TREAD-PLEX 100%ACRYLIC WATER BASED FLOOR-GENERAL CPT-320 REFLECTED CEILING PLANS-DRAWING NOTES SUPERSEDE SCHEDULES. giCie Z 1■■� BRACKET COLOR ALUMINUM TO MATCH STOREFRONT FLOOR COATINGFilli SS-300 SOLID SURFACE MATERIAL I WALL BASE WB-400 PAINT ALL DOORS AND FRAMES TO MATCH ADJACENT WALL COLOR IN SATIN NOTES PRODUCT INSTALLED BY LUMENOMICS, COLOR DECK GRAY WALLS (NOTE 12) 1 FINISH UNLESS OTHERWISE NOTED. DESCRIPTION 1/2"ACRYLIC SOLID SURFACE WITH EASED REFER TO STANDARDS FOR GC 2 REFER TO FLOOR PLAN FOR DAB FLOOR FINISHZGO COORDINATION WITH VENDOR EDGES FINISH SEMI-GLOSS,SLIP-RESISTANT ( WALLS-ACCENT PT-501 �0 (5% MFR. DUPONT CORIAN 3 PAINT FACES AND BOTTOMS OF GYPSUM BOARD BULKHEADS TO MATCH WT-1 ALT MOTORIZED ROLLING SHADE OPENNESS FACTOR) I WALLS-PARTIAL HEIGHT (NOTE 12) ADJACENT WALLS UNLESS OTHERWISE NOTED. (111111) VENDOR/INSTALLER ROLL-A-SHADE COLOR SILVER BIRCH ACOUSTIC CEILING TILE AND GRID GLAZING HARDWARE DEMOUNTABLE WALL 4 LAMINATE,FABRIC OR SOLID SURFACE PROVIDED AND INSTALLED BY SYTEM(NOTE 12) FURNITURE VENDOR PRODUCT SHEER WEAVE 2000 USES WINDOW SILLS&MILLWORK SURFACES ACT-2 ACOUSTICAL CEILING(NON-CUSTOMER AREAS) DEMOUNTABLE WALL FRP FINISH EXTENTS: PL-501 MILLWORK LAMINATE DOOR CLOSER COVER SYTEM(NOTE 12) *LADDER AREA:ALL WALL SURFACES BEHIND AND WITHIN 12"EACH SIDE OF SHADE COLOR WHITE PLATINUM P05 MFR. USG LADDER,SIDE WALLS WITHIN 12"OF EACH LADDER SIDE FORA MINIMUM WITH ARCHITECT/ ENGINEER OF RECORD CEILING ACT-4 OF 48"AND WALLS OPPOSITE LADDER WITHIN 48",FOR FULL HEIGHT OF ALL BRACKET COLOR ALUMINUM TO MATCH STOREFRONT DESCRIPTION 1 PLASTIC LAMINATE PRODUCT MARS CLIMAPLUS HIGH-NRC(ITEM NO.87100) PCS/CMS BULKHEADS PT-500 5 WALLS TO UNDERSIDE OF SCUTTLE FRAMING FINISH. NOTES PRODUCT INSTALLED BY ROLL A SHADE, MFR. COLOR WHITE SOFFITS-BOTTOM AND FACES NOT FLUSH WITH *FLOOR SINK AREA:SPLASH AREA AT EACH WALL SURFACE CONTACTING THE REFER TO STANDARDS FOR GC WALL PT-103 SINK FROM THE TOP OF THE SINK TO THE UNDERSIDE OF THE WATER HEATER - . . COLOR MANITOBA MAPLE „ „ " SHELF ABOVE OR 6'-0",WHICHEVER IS GREATER-REFER TO INTERIOR LL� COORDINATION WITH VENDOR SIZE 24 x24 x7/8 ELEVATIONS. WT-2 MOTORIZED ROLLING SHADE(3%OPENNESS FACTOR) USES MILLWORK,CHECK DESK LIGHT FIXTURES-GENERAL L-500 t-_-- EDGE 9/16"FINELINE BEVEL(FLB) RESTROOM WALL TILE FINISH EXTENTS: DESIGN ES I N VENDOR/INSTALLER LUMENOMICS PL-502 MILLWORK LAMINATE PROVIDE ONLY IF REQUIRED BY JURISDICTIONS HAVING AUTHORITY,TO THE GRID CENTRICITEE DXT 9/16"EXPOSED TEE LIGHT FIXTURES-PENDANT-PCS L410 6A MINIMUM HEIGHT REQUIRED,CONTINUOUS AT ALL WALLS REGARDLESS OF PRODUCT SHEER WEAVE 2410 P14 DESCRIPTION PLASTIC LAMINATE SYSTEM CODE REQUIREMENT-REFER TO INTERIOR ELEVATIONS. Architectural GRID FINISH FLAT WHITE WINDOW SHADES:PCS I CMS(NOTE 7) WT-1/WT-2 6B ROLLER SHADE FABRIC SELECTION VARIES BY REGION AND CLIMATE-VERIFY Solutions Group SHADE COLOR PEARL GREY/OYSTER MFR. WILSONART CONFERENCE ROOM SELECTION WITH OWNER;ALL CONFERENCE ROOMS TO RECEIVE DOUBLE BRACKET COLOR ALUMINUM TO MATCH STOREFRONT COLOR LECHE VISTA FLOOR-GENERAL CPT-320 ROLLER SHADE WT-7. 19120 SE 34TH STREET, SUITE 115 ACT-4 ACOUSTICAL CEILING(CUSTOMER AREAS) 7 3/4"x 4'x 8'HIGH FIRE-RETARDANT PLYWD ON GWB IN DATA RM PER PLAN- NOTES PRODUCT INSTALLED BY LUMENOMICS, USES BOH MILLWORK COUNTER SURFACE WALL BASE WB-402 PAINT PT-207(RATED LABEL TO BE VISIBLE) VANCOUVER, WA 98683 REFER TO STANDARDS FOR GC MFR. USG COORDINATION WITH VENDOR WD-502 WOOD ACCENT WALLS (NOTE 12) 8 PAINT INTERIOR DIFFUSERS,REGISTERS AND LOUVERS TO MATCH ADJACENT These drawings and specifications are the confidential and proprietary property PRODUCT MARS HIGH-NRC LOGIX CLIMAPLUS SURFACE of authorization.Matgan Chase and t alldo not be copied er reprared f r use wthis pecfic WT-2 ALT MOTORIZED ROLLING SHADE(3%OPENNESS FACTOR) ENGINEERED WHITE OAK PLANK,RAKED sitennjunThe with itstsiss a documents were prepared for use ono this specific PERFORMANCE FIELD AND CHANNEL PANELS WALLS-ACCENT PT-501 site in conjunction issue date and are not suitable for use on a different DESCRIPTION 9 PAINT LOBBY FACING PCS SOFFITS ACCENT PAINT WHEN INSTALLING CPG site or ata later time. Use of these drawings for reference or example on PROFILE another project requires the services of properly licensed architects and VENDOR/INSTALLER ROLL-A-SHADE COLOR WHITE WALLS-PARTIAL HEIGHT (NOTE 12) LETTERSET UNLESS OTHERWISE NOTED. engineers. Reproduction of the contract documents for reuse on another project is not authorized. MFR. PIONEER MILLWORKS DEMOUNTABLE WALL 10 INSTALL FINISH CEILING GRID AS HIGH AS POSSIBLE IN UTILITY SPACES PRODUCT SHEER WEAVE 2410 P14 SIZE 48"x 48"x 1"FIELD PANELS AND 4"x48"x1" GLAZING HARDWARE SYTEM(NOTE 12) PRODUCT MODERN FARMHOUSE-CLEAN ASH CHANNEL PANELS SHADE COLOR PEARL GREY 1 OYSTER EDGE 9/16"FINELINE BEVEL(FLB) DEMOUNTABLE WALL 11 DEMOUNTABLE PARTITION SYSTEMS:ARTWORK/MARKETING NOT TO BE SEAL SIZE 4 1/2"X 5/8",FCS MIX DOOR CLOSER COVER SYTEM(NOTE 12) INSTALLED ON WALL,UNLESS OTHERWISE NOTED. REFER TO PROTOTYPE SET BRACKET COLOR ALUMINUM TO MATCH STOREFRONT GRID IDENTITEE DXF 9/16"BOLT-SLOT(1/8")TEE CEILING ACT-4FOR ACCENT PAINT LOCATION(S) ���ED AR Ci NOTES PRODUCT INSTALLED BY ROLL A SHADE, TEXTURE RAKED SYSTEM WITH 9/16"STANDARD PERIMETER 12 ACCENT WALLS: ? REFER TO STANDARDS FOR GG MOLDING CONFERENCE BULKHEADS PT-500 *EXTENTS:ACCENT PAINTS TO TERMINATE AT INTERIOR CORNER(S),UNLESS KENNETH J. FINISH CLEAR,POLY CLASS A FIRE RETARDANT COORDINATION WITH VENDOR GRID FINISH FLAT WHITE SOFFITS-BOTTOM AND FACES NOT FLUSH WITH OTHERWISE NOTED. MC RACKE USES BOOTH MILLWORK WALL PT-103 *LOCATION:REFER TO FLOOR PLAN AND ELEVATIONS. WT-4 FROSTED WINDOW FILM NOTES LIGHT FIXTURES-GENERAL L-500 13 *FINISH:DARK ACCENT PAINT(S)REQUIRE LEVEL 5 FINISH -AM S,WA MFR. LLUMAR NOTES MATCHING 5/8"PERIMETER TRIM IN WIDTHS (f)� License#5599 PER ELEVATIONS TO BE ORDERED THROUGH 1 INTUMESCENT FLAME RETARDANT:FIREKOTE 100 AS MANUFACTURED LIGHT FIXTURES-ACCENT-CONFERENCE ROOM L-413 TT �� PRODUCT NRM PS2 PIONEER MILLWORKS BY UNIVERSAL FIRE SHIELD,CLEAR FINISH 14 JANITOR ROOM SHALL UTILIZE TILE FLOORING,PER FINISH SCHEDULE �j� OF �� COLOR FROSTED 69%TRANSMITTANCE WD-601 VENEER PANELS WINDOW SHADES:CONFERENCE(NOTE 7) WT-7 USES AT CLOSED VESTIBULE GLAZING ADJACENT MFR. BROOKSIDE VENEERS BOOTH Q 4/13/20 TO BANKER CUBICLES PRODUCT ALPIKORD GROOVE PREFINISHED IUM/2568 WT-5 MANUAL ROLLING SHADE(5%OPENNESS FACTOR) FLOOR T-501 SPECIES EUROPEAN OAK,PLANK WALL BASE WB-402 VENDOR 1 INSTALLER LUMENOMICS COLOR AG 50.604 WALLS-ACCENT PAINT PT-501 ISSUE DATE DESCRIPTION PRODUCT SHEER WEAVE 2000 NOTES APPLIED TO FEATURE DIGITAL WALL ACCENT PAINT LOCATION GUIDELINES: SHADE COLOR WHITE PLATINUM P05 WALLS-WOOD ACCENT WD 502 REQUIRED AT: - REFER TO ELEVATIONS AND RCP CEILING WD-502 • WALLS WITH LETTERSETS BRACKET COLOR ALUMINUM TO MATCH STOREFRONT BOOTH BULKHEADS PT-500 PREFERRED AT: WT-6 MANUAL ROLLING SHADE(3%OPENNESS FACTOR) • SOFFITS WITH LETTERSETS WALK-OFF MAT • BRAND FOCAL WALLS VENDOR 1 INSTALLER LUMENOMICS LIGHT FIXTURES-GENERAL L-500 • eMERCH WALLS MFR. SBEMCO/MATTING BY DESIGN LIGHT FIXTURES-ACCENT-BOOTH L411 • "SO YOU CAN"FEATURE WALLS PRODUCT SHEER WEAVE 2410 P14 I PRODUCT ULTRA DRY PCR PET • PAPER DOMINANT WALLS(EXCEPT BEHIND TELLER LINE) WINDOW SHADES:PCS/CMS(NOTE 7) WT-11 WT-2 • LOBBY FOCAL POINTS SHADE COLOR PEARL GREY/OYSTER COLOR PUMICE#620 I DIGITAL ADVICE BAR BRACKET COLOR ALUMINUM TO MATCH STOREFRONT NOTES: 4-13-20 PERMIT SUBMISSION SIZE PER PLAN I FLOOR(DAB ON HARD SURFACE) T-501 1.PREFERENCE TO TERMINATE ACCENT PAINT AT INSIDE CORNERS WT-7 DOUBLE-ROLLER SHADE WALL BASE WB-402 2.REFER TO FINISH SCHEDULE FOR ACCENT PAINT COLOR 4-3-20 90%SET BACKING THERMAL BONDED,BLOWN PVC, 3-20-20 PLANNING VENDOR/INSTALLER LUMENOMICS ANTI-MICROBIAL PINK I WALLS-GENERAL PT-500 0 PRODUCT MBOR NOTES LOOSE-LAID/NOT ADHERED PROJECTINFORMATION BLOCK I WALLS-DIGITAL PT-311 (NOTE 13) FLOORING TRANSITION FINISHES IAT # J 1/20/20.0 FRONT SHADE MATCH TYPICAL FABRIC WITHIN BRANCH, RIB DIRECTION TO RUN PARALLEL TO ENTRY DATE: 1/20/2020 WALLS PARTIAL HEIGHT PT-500 WT-1 OR WT-2 DOOR DRAWN BY: DA BACK SHADE INDIANA COATED GRAY(OPAQUE) CPT-320 GENERAL CARPET CEILING ACT-4MATERIAL PALETTE FINISH CHECKED BY: EC . BRACKET COLOR MFR. INTERFACE LIGHT FIXTURES-GENERAL L-500 NON-METALLIC TRANSITIONS ALL BLACK MODEL SDB CHEST ROOM OR VAULT METALLIC NOTES PRODUCT INSTALLED BY LUMENOMICS, FLOOR CPT-320 TRANSITIONS ALL CLEAR ANODIZED ALUMINUM DRAWING STANDARDS v20.1 REFER TO STANDARDS FOR GC PRODUCT HARMONIZE COORDINATION WITH VENDOR WALL BASE WB-402 T-BAR ALL CLEAR ANODIZED ALUMINUM _ USES TYPICAL AT ALL CONFERENCE ROOM COLOR GRAVEL WALLS-GENERAL PT-500 MEETING / CONSULTATION SPACE ENTRY SHEET TITLE WINDOWS SIZE 25CM X 1M TILE CEILING ACT-2 WT-8 FIELD-APPLIED SPANDREL FILM I THRESHOLD & BORDER BACKING GLASBAC I LIGHT FIXTURES L-2 INTERIOR FINISH & FINISH VENDOR/INSTALLER 3MROOM TYPE FINISH PATTERN RANDOM ISDB VIEWING ROOM CONSULTATION AND MATERIAL SCHEDULE PRODUCT SCOTCHCAL GRAPHIC FILM I FLOOR CPT-320 MEETING SPACES CARPET TILE CPT-320 MANUAL TRANSACTION AREA CARPET COLOR 3630-51,SILVER 1 WALL BASE WB-402 MFR. INTERFACE SHEET NUMBER FURNISHED BY GENERAL CONTRACTOR PRODUCT HARMONIZE USES RETROFIT STOREFRONT GLAZING TO BLOCK VISIBILITY A3 • 3 • 1 FURNITURE SCHEDULE OFFICE EQUIPMENT SCHEDULEilEat... 7 FURNISHED BY INSTALLED BY FURNISHED BY INSTALLED BY _ 4 FURN EQUIP FURN GROUP OGL TAG DESCRIPTION VENDOR VENDOR# MANUFACTURER MODEL FINISH w a_- 0 z o „ CC CL 0 z o TAG DESCRIPTION MANUFACTURER PRODUCT FINISH OWNER GC EQUIP VENDOR VENDOR OWNER GC VENDOR VENDOR NOTES Z U 50 ce0 Z U D0 Ce0 0 w > LL j > OE-01-BW MULTI-FUNCTIONAL DEVICE(MFD)-BIW LEXMARK MX710 PUTTY ■ • SWIVEL BASE LEXMARK 3052765 BLACK ■ ■ _ 1 - 2A 30"2-DRAWER LATERAL FILE EMPIRE 2A1 STEELCASE 900 SERIES ME-1 ■ ■ _ _- AUDIO / VIDEO EQUIPMENT SCHEDULE BANK EQUIPMENT Ea.. L. FURNISHED BY INSTALLED BY FURNISHED BY INSTALLED BY EQUIP EQUIPELECTRICAL BANK TAG DESCRIPTION MANUFACTURER PRODUCT(NOTE 3) FINISH WEIGHT(NOTE 1) REQUIREMENTS ATM SIGNAGE BANK EQUIP. FURN ATM SIGNAGE FURN NOTES DESCRIPTION MFR. PRODUCT OWNER GC VENDOR OWNER GC VENDOR NOTES OWNER GC OWNER GC EQUIP. =-- VENDOR VENDOR VENDOR VENDOR RIGGER VENDOR VENDOR SOLUTION#1:SCALA SIGNAGE VENDOR 43. - 55"LED DISPLAY SAMSUNG QM55H a a PREFERRED SIZE NCR 2045 -- 1929 LB 120V/10A ATM,WALK-UP,EXTERIOR, DEDICATED 5 "49"LED DISPLAY SAMSUNG QM49H ■ a BE-01A THROUGH-WALL 120V/20A • • -4 HYOSUNG MX 7800 TR -- 1522 LB DEDICATED SWING ARM MOUNT CHIEF TS318TU ■ ■ AUDIO SPEAKERS LEON PROFILE PrUT ■ ■ VERTICAL SPEAKERS,EACH SIDE OF DISPLAY ATM SURROUND SIGNAGE VENDOR SUR-TTW-U-4 -- NA 120V/3A ■ a 2 AMPLIFIER QSC SPA2-60 ■ ■ LOCATE BEHIND DISPLAY AT RECESSED DISPLAY,IN DATA ROOM AT SURFACE MOUNTED DISPLAY NCR 2045 — 1929 LB 120V/10A i ATM,WALK-UP,INTERIOR, DEDICATED RECEIVER EXTRON DTP HDMI 4K 230 RX a ■ LOCATE BEHIND DISPLAY THROUGH-WALL • •• BE-01B 120V •/20A - -HYOSUNG MX 7800 TR — 1522 LB i 3 TRANSMITTER EXTRON DTP HDMI 4K 230 TX ■ a LOCATE IN DATA ROOM DEDICATED MEDIA PLAYER MEDIAVUE SUREVUE D2 I a ■ LOCATE IN DATA ROOM ATM SURROUND SIGNAGE VENDOR SUR-TTW-U-4 — NA 120V/3A a a 2 .40.-- 1 --- SURGE PROTECTOR CYBERPOWER PDU15SW8FWNET ( a ■ LOCATE IN DATA ROOM NCR 2043 -- 2194 LB 120V/30A ■ ■ SOLUTION#1:75"SCALA SIGNAGE,TELEPRESENCE ROUGH-IN BE-02A ATM,DRIVE-UP,ISLAND DEDICATED HYOSUNG MX 7800 IR — 1918 LB 120V/30A a - 75"LED DISPLAY SAMSUNG QM75F ■ ■ DEDICATED x SWING ARM MOUNT CHIEF TS525TU a a NCR 6684 -- 1984 LB 120V/10A • • - (2)IN-WALL BOX CHIEF PAC527F ■ ■ THROUGH-WALL ATM,DRIVE-UP, DEDICATED BE-02B HYOSUNG MX 7800 DR -- 1852 LB 120V I s AUDIO SPEAKERS LEON HZUT ■ a HORIZONTAL SPEAKER,ABOVE DISPLAY DEDICATED • ■ _ AMPLIFIER QSC SPA2-60 ■ a LOCATE BEHIND DISPLAY AT RECESSED DISPLAY,IN DATA ROOM AT SURFACE MOUNTED DISPLAY ATM SURROUND SIGNAGE VENDOR SUR-TTW-U-4-TP — NA 120V/3A ■ a 2 0 RECEIVER EXTRON DTP HDMI 4K 230 RX a ■ LOCATE BEHIND DISPLAY AC-225-SX+AC-1-H+ l DIEBOLD BLACK NA NONE Q TRANSMITTER EXTRON DTP HDMI 4K 230 TX ■ a LOCATE IN DATA ROOM BE-03 APRON CASE M-7-UD • • W HAMILTON HSKS103 BLACK NA NONE a MEDIA PLAYER MEDIAVUE SUREVUE 02 a ■ LOCATE IN DATA ROOM ACCESSIBLE TELLER DIEBOLD SD-3-C-SL BLACK NA NONE SURGE PROTECTOR CYBERPOWER PDU15SW8FWNET a a LOCATE IN DATA ROOM BE-04A PEDESTAL • SOLUTION#2:NOT USED HAMILTON S-604 BLACK NA NONE ACCESSIBLE TELLER DIEBOLD SD-3-LURL BLACK NA NONE SOLUTION#3:SCALA SIGNAGE WITH 2-WAY TELEPRESENCE BE-04B PEDESTAL WITH LOCKER • • HAMILTON 604 BLACK NA NONE �■� 75"LED DISPLAY SAMSUNG QM75F ■ ■ PREFERRED SIZE `i DIEBOLD SU-4-2C BLACK NA NONE 00111% "55"LED DISPLAY SAMSUNG QM55H a a BE-05 STANDARD TELLER PEDESTAL ■ ■ TM HAMILTON S-205 BLACK NA NONE SWING ARM MOUNT CHIEF TS525TU ■ a CHIEF LSM1U AT 55"VERSIONCO LLI STANDARD TELLER PEDESTAL DIEBOLD SU-4-L2UR2L BLACK NA NONE !� (2)IN WALL BOX CHIEF PAC527F ■ ■ (1)AT 55"VERSION BE-06 WITH LOCKERS ■ HAMILTON 5 207 BLACK NA NONE QUAD CAMERA CISCO CS-QUADCAM+ is ■ in 13 TELEPRESENCE CODEC CISCO CS-CODEC-PLUS+ ■ ■ LOCATE BEHIND DISPLAY AT RECESSED DISPLAY,IN CREDNZA AT SURFACE MOUNTED DISPLAY BE-07 TELLER BRG INTERCOM PRINCIPLE USA STS S.S.I ALUM. NA 120V/1.6A ■ ■ PEII/ BE-08 COMBO ATM/AHD NCR 5285 — 2853 LB 120V/10A ■ a 4 CI CONTROL PANEL CISCO CTS-CTRL-DVX-10 ■ ■ LOCATE AT CAFE OR CREDENZA BE 09 NOT USED — — -- -- — M WIRED MICROPHONE SHURE SM58S ■ ■ LOCATE AT CAFE OR CREDENZA C $4 � � N WIRELESS MICROPHONE SHURE ULX-D ■ LOCATE AT CAFE OR CREDENZA DIEBOLD 30901 TL-15 S.S./BLACK ! 1495 LB 120V/4A 4 W BE-10 AFTER HOURS DEPOSITORY ■ ■ C C.) 4 u• C4 AV CONNECTIVITY -- HDMI,AUDIO a a LOCATE AT CAFE OR CREDENZA HAMILTON 14-126 UR S.S./TAUPE 1886 LB 120V/4A 4 MICROPHONE PREAMPLIFIER RDL FP-MP1 ■ ■ LOCATE BEHIND DISPLAY AT RECESSED DISPLAY,IN CREDENZA AT SURFACE MOUNTED DISPLAY N A ci 0„, N WIRELESS RECEIVER SHURE QLXD4 a a LOCATE BEHIND DISPLAY AT RECESSED DISPLAY,IN CREDENZA AT SURFACE MOUNTED DISPLAY DIELBOLD VAT 30 GX 89G-13 — -` DEDVCATOED • ■ CC) .1 f RECEIVER EXTRON DTP HDMI 4K 230 RX a a LOCATE BEHIND DISPLAY,OMIT AT SURFACE MOUNTED DISPLAY BE 11 VACUUM AIR TUBE 120V/20 A CI Z 0 0 DIEBOLD 42-15163 — -- • • 0 TRANSMITTER EXTRON DTP HDMI 4K 230 TX a ■ LOCATE IN DATA ROOM,OMIT AT SURFACE MOUNTED DISPLAY DEDICATED 20V112A *kW W 00 MEDIA PLAYER MEDIAVUE SUREVUE D2 ■ ■ LOCATE IN DATA ROOM AT RECESSED DISPLAY,IN CREDENZA AT SURFACE MOUNTED DISPLAY HYOSUNG MS500 -- 970 LB ■ ■ a CASH RECYCLER DEDICATED 44 Ce SURGE PROTECTOR CYBERPOWER PDU15SW8FWNET a ■ LOCATE IN DATA ROOM AT RECESSED DISPLAY,IN CREDENZA AT SURFACE MOUNTED DISPLAY 120 V/6A GLORY RBG 100 — 550 LB DEDICATED ■ a � 4 Q SOLUTION#4:DESKTOP TELEPRESENCE BE-12 "� I TELEPRESENCE UNIT I CISCO I DX80 I I I • I I I a I WITH DESKTOP STAND TELEQUIP T-FLEX(DUAL CUPS) — 12 LB 120V/4A HYOSUN HYOSUNG l ) V SOLUTION#7:CAFE I COMMUNITY SCREEN COIN DISPENSERZ GLORY INSTACHANGE — 10 LB 120V 1A GLORY GLORY 0 V) f 32"MONITOR SAMSUNG DM32E a ■ ion CO WALL-MOUNT BRACKET CHIEF FSR1U a ■ 271-95+20530+20531 + ILI A 4 r MAIN CASH CHEST DIEBOLD (2)20532+(12)P 1500 CTK BLACK 2922 LB NONE ■ ■ 4 ■ RECEIVER EXTRON DTP HDMI 4K 230 RX • ■ LOCATE IN CAFE BASE CABINET BE-13 N (FULL-HEIGHT) 14-123 UR+(12)(HSCT310+ Ca Z TRANSMITTER CRESTRON HD MD 400 C-E TX ■ ■ LOCATE AT CREDENZA HAMILTON HSCT211 +HSGT303) BLACK 3545 LB NONE a a 4,5 1.111 4 =I MEDIA PLAYER MEDIAVUE SUREVUE D2 a a LOCATE IN DATA ROOM DIEBOLD 271-80+20531 +20532+ BLACK 1848 LB NONE ■ ■ 4 SURGE PROTECTOR CYBERPOWER PDU15SW8FWNET ■ ■ LOCATE IN DATA ROOM MAIN CASH CHEST (6)P-1500-CTKZ (101) BE 13A %is/ (HALF-HEIGHT) 14-127 UR+(6)(HSCT310+ HAMILTON BLACK 2444 LB NONE ■ ■ 4,5 (IIIII) HSCT211 +HSCT303) MAIN CASH CHEST DIEBOLD 271-80+20531 +20536+ 40537+40534 BLACK 1580 LB NONE a a 4 BE-13B (HALF-HEIGHT- EVERYDAY EXPRESS) HAMILTON 18-029 UR BLACK 2078 LB NONE ■ ■ 4,5 ARCHITECT/ENGINEER OF RECORD DIEBOLD 478-98 BLACK 4739 LB MAX. NONE SAFE DEPOSIT CHEST WITH HAMILTON BE-14 14-124 UR BLACK 4870 LB NONE a a 4,6,7,12 BOXES (ALL 3X5) 1-!al-,74\ ,- HAMILTON 14-125 UR BLACK 4430 LB NONE (MIXED) DESIGN BE-15 ATM,WALK-UP,LOBBY(V2.5.5) HYOSUNG MX 8700 QT -- 2094 LB 120V/12A • • 10, 14 DEDICATED 120V/12A Architectural ATM,WALK-UP,LOBBY(V3.0) HYOSUNG MX 8200 QT — 1432 LB DEDICATED • a 13,14 Solutions Graup BE-15A WALL POWER TRANSITION CBBE CUSTOM BLACK NA NONE ■ a 13 BOX19120 SE 34TH STREET, SUITE 115 WALK UP FREESTANDING HYOSUNG MX 8100 QTN -- 1050 LB(fully loaded) 120V/12A • • 13,14 VANCOUVER, WA 98683 MICRO ATM DEDICATED BE-15B WALL POWER TRANSITION These drawings and specifications are the confidential and proprietary properly MISCELLANEOUS EQUIPMENT SCHEDULE BOX CBBE CUSTOM BLACK NA NONE • • 13 of Morgan Chase and shad not be copied oa reproduced without written fJPauthorization. These and documents were prepared pfor d it this specific site in conjunction with its issue date and are not suitable for use on a different site or at a later time. Use of these drawings for reference or example on BE-16 MICRO ATM KIOSK HYOSUNG CUSTOM VARIES — — a a another project requires the services of properly licensed architects and FURNISHED BY INSTALLED BY engineers. Reproduction of the contract documents for reuse on another project is not authorized. EQUIP FURN EQUIP FURN DIEBOLD CLASS 2 MODULAR 6-SIDE NA PANELS 123 LB/SF NONE TAG DESCRIPTION MANUFACTURER PRODUCT FINISH OWNER GC VENDOR VENDOR OWNER GC VENDOR VENDOR NOTES BE-17 MODULAR VAULT ■ • 11 ME-01 SHRED BIN — — — • ■ HAMILTON TBD NA I TBD NONE FURNISHED&INSTALLED BY CHASE SEAL FACILITIES GROUP DIEBOLD TITAN+223-80 DAY GATE S. ALUM.+ S., 5250 LB 120V 120A /? ME-02 DUAL BAND QUEUE ROPES AND STANCHIONS LAWRENCE METALS TENSABARRIER BLACK a ■ REFER TO FLOOR PLANS FOR QUANTITIES GLASS -\CC �` � 8E-18 VAULT DOOR WITH DAY GATE ■ ■ POST WITH BELT LAWRENCE METALS 889 DUAL BLACK ■ • HAMILTON TBD S GLASS + TBD TBD CD KENNETH J. POST WITHOUT BELT LAWRENCE METALS 889 T2U-33-RCV BLACK ■ ■ MC RACKS 1092 LB MAX. FURNITURE OR MILLWORK VENDOR TO DIEBOLD LM SERIES S.S. PER STACK NA • ME-03 BRUSH EXTRUSION KIT DOUG MOCKETT BRKIT1 BLACK a a • a COORDINATE WITH OWNER FOR REQUIRED BE 19 VAULT SDB NESTS ■ ■ 6,$ AM S,WA OPENING HAMILTON TBD TBD TBD TBD license*5599 �/://i4 d STAINLESS BESTEEL ATM V3.0 SIDE CAR HYOSUNG MX 8200 QT - -- -- • ■ ' / ME-04 HALF ROUND WASTE RECEPTACLE RUBBERMAID COMMERCIAL FGS08SSSPL STEEL �� t1/�1C �� EXTERIOR WASTE RECEPTACLE RUBBERMAID A17-ABZ-PL BRONZE BE-21 NOT USED — — — — — 04/13/20 ME-05 ANCHOR KIT RUBBERMAID FGKR38 N/A ■ a CTS ME-06 MUSIC PLAYER AND SPEAKERS MOOD MEDIA PROFUSION IS BLACK ■ • BE-22 TELLER LINE SCANNER ELECTRONICS LS150 NA NA 120V/2A a ■ KJM/2568 'OR EQUAL'SUBSTITUTIONS PERMITTED BE-23 TELLER LINE RECEIPT BANKJET 1500 NA NA 120V ■ a BASED ON LOCAL AVAILABILITY. INSTALL 1 PRINTER PUSH BUTTON AT EACH SDB VIEWING BE-24 NOT USED — -- — I -- -- ISSUE DATE DESCRIPTION ME-07 WIRELESS SDB SERVICE ENUNCIATOR SYSTEM NUTONE LA223WH ■ ■ STATION. DELIVER ENUNCIATOR TO CHASE REAL ESTATE PROJECT MANAGER AT DIEBOLD 271-30 BLACK 823 lbs PROJECT CLOSE-OUT. MOUNT BUTTON 44" BE-25 UNDERCOUNTER CASH NONE a a 4 A.F.F. CHEST('DAY SAFE') INCLUDES KABA LOCK. G.C.TO PROVIDE HAMILTON 14-130 UR BLACK 1157 LB ME-08 DUAL-CONTROL KEY BOX BLOCK AND COMPANY STEELMASTER#201SP8801 GRAY at • SOLID WOOD BLOCKING AS REQUIRED. 271-30+(2)20536+ AVAILABLE FROM OFFICE DEPOT/MAX. 'OR UNDERCOUNTER CASH DIEBOLD (4)P-1500-CTK BLACK 905 LB NONE a a 4,9 EQUAL'SUBSTITUTIONS PERMITTED BASED BE-25A CHEST('SMALL CASH CHEST') 14-129 UR+(3)(HSCT310+ ME-09A BULLETIN BOARD QUARTET QRT 303 — ■ • ON LOCAL AVAILABILITY-36"W x 24"H HAMILTON BLACK 1278 LB NONE a a 4,5,9 NATURAL CORK WITH OAK FRAME. HSCT211 +HSCT303) AVAILABLE FROM OFFICE DEPOT/MAX. 'OR UNDERCOUNTER CASH DIEBOLD DXE TL-15 BLACK 267 LB NONE ■ a 4 EQUAL'SUBSTITUTIONS PERMITTED BASED BE-25B CHEST(EVERYDAY EXPRESS 11H X 17W X 200 ME-09B DRY ERASE BOARD QUARTET EMA 203 — ■ ■ ON LOCAL AVAILABILITY-36"W x 24"H ALUM. BRANCHES ONLY) HAMILTON DEA TL-15 SMALLEST BLACK 387 LB NONE • • 4 4-13-20 PERMIT SUBMISSION FRAME WITH PEN LEDGE AND WHTE 11H X 17WX 20D 4-3-20 90%SET MELAMINE SURFACE. BE-26 CURRENCY COUNTER CUMMINS JETSCAN NA I NA 120V/1A ■ ■ 3-20-20 PLANNING EIGHT 28"X 2.5"PAINTED METAL STRIPSNA WITH INCLUDED SCREWS AND MAGNETS BE-27 TELLER PIN PAD INGENICO iPP320 BLACK 19.41 oz POWERED VIA USB • a PROJECT INFORMATION BLOCK ME-09C MAGNETIC STRIP BULLETIN BOARD THREE BY THREE 31189(8 REQUIRED) NAVY BLUE a a ADHERED TO WALL WITH 3M SCOTCH OR JOB # JPM19010.0 EQUAL PERMANENT DOUBLE-SIDED FOAM NOTES DATE: 1/20/2020 MOUNTING TAPE. 1 ALL EQUIPMENT WEIGHTS ARE LISTED AS EMPTY. DRAWN BY: DA NEW YORK CITY RECYCLING COMPONENTS REQUIRED AT NEW YORK CITY PROJECTS 2 B.O.SURROUND 71/4"AFF AT NCR UNIT,12"AFF AT HYOSUNG UNIT. CHECKED BY: EC ONLY NYC PROJECTS ONLY-ONE READ.AT EACH 3 MODEL NUMBERS ARE PROVIDED TO REFERENCE PRODUCT CUT SHEETS FOR SPACE PLANNING PURPOSES ONLY. PRIOR TO ORDERING EQUIPMENT,VERIFY MAKE/MODEL W/CHASE BRANCH PLANNING MANAGER. MODEL ME-10A:TRIPLE-COMPARTMENT REFUSE BIN WASTE WISE PRODUCTS INC. RC-1528-3-SS WITH CUSTOM a ■ VESTIBULE AND LOBBY OR SIMILAR AREA; 4 VENDOR TO INCLUDE INTERNAL CABLE DOOR STOP FOR FIELD-ADJUSTEMENT BY INSTALLER TO STOP DOOR AS INDICATED IN PLAN. LABELS CUSTOM LABELS:PAPER,TRASH, METAUGLASS/PLASTIC 5 INCLUDES CHEST MANUFACTURER'S LOCKERS. DRAWING STANDARDS v20.1 NYC PROJECTS ONLY-REQUIRED AT EACH 6 INTERNAL BOX CONFIGURATION TO BE DETERMINED BY CHASE BRANCH PLANNING. SHEET TITLEBANK, QQ ME-10B:RECYCLING INSTRUCTIONAL SIGN NA NA NA ■ ■ ME-10B TRIPLE COMPARTMENT BIN AND 7 PROVIDE AMERICAN SECURITY PRODUCT CO.ESL20 DAY LOCK AT ALL SDB CHESTS IN ROOMS WITH VIEWING CARRELS. G7A N I`��//�, AUDIO oc ME-10D SORTING STATION NYC PROJECTS ONLY;PROVIDED BY 8 PROVIDE MANUFACTURER'S KEY TRAYS AND MATCHING METAL CEILING AND WALL CLOSURE PANELS AS INDICATED IN DRAWINGS. ME-14 ME-10C:RECYCLING COMPLIANCE PLACCARD NA NA NA ■ ■ REFUSE HAULER AND INSTALLED BY J.L.L. MISCELLANEOUS 910 INCLUDES MANUFACTURER'SOENCLOSURE, ILOOR POWER TRANSITION BOX,I AND SIGN PANEL POWERED BY INTERNAL MTELLER CASH DRAWER LOCKERS. EQUIPMENT FACILITIES ME-10D:3-BIN SORTING STATION NA NA NA a a NYC PROJECTS ONLY;PROVIDED AND INSTALLED BY CHASE BRANCH PLANNING 11 6-SIDED,CLASS II,9'-0" CLEAR INTERIOR HEIGHT. SCHEDULE NYC PROJECTS ONLY;PROVIDED AND 12 PROVIDE DAY LOCK AT CHESTS LOCATED IN THE SAME ROOM AS A VIEWING CARREL. SHEET NUMBER APPLIED BY CHASE BRANCH PLANNING TO ME-10E:TRASH BIN LABELS NA NA NA ■ • ALL NON-RECYCLING BINS; 13 PROVIDE WALL POWER TRANSITION BOX AT WALL INSTALLATIONS ONLY. FOR FREESTANDING INSTALLATIONS PROVIDE MANUFACTURER'S POWER TRANSITION BOX. HTTP://STORE.RECYCLEACROSSAMERICA.O RG/LABELS/TRASH-LABELS/TRASH-4X9.HTM 14 ATM VENDOR TO PROVIDE AND INSTALL SCREEN LOCKING BRACKETS TO MAINTAIN SCREEN POSITION WITH ALL OPERABLE PARTS WITHIN ACCESSIBLE REACH RANGE. LA3 • 3 • 3 il w In „s_. I I I I NEW ROOF WATER HEATER I PT-500 t-50-0 PT 500LADDERAND DRIP PAN ON WATER HEATER 0 U BRACKET,SEE LUIX u _ 4 MEP PLANS w Ji I, „ , , ____%., WALL FINISH'FRP-1' \ tY ce Z FRP-1 ( 7 1 ABOVE MOP SINK TO \ AA55311/ UNDERSIDE OF A5.3.1 Q +l WATER HEATER , \ ' O G 4 Q 4l BRACKET ONLY CC LIJ Lu PT 1 w MOP HANGER FAS DOOR TO i I v I- JANITOR'S \ 41. co CLOSET FAUCET WITH ® $ / INTEGRAL VACUUM l-1-F i BREAKER VALVES 0 co r\ I HOSE AND HOSE o IMM I HOLDER SHORTEN / I HOSE TO ENSURE AIR - Co GAP AT SINK RIMco ao I ! in .- I... ❑ 1 \-- -- Ill I I I . \ 1 w t 1 ` f T-402 T-402 T-402 T42 CL a ILI >- aQ —Ice N 4A - JANITOR'S CLOSET 4B - JANITOR'S CLOSET 4C - JANITOR'S CLOSET 4D - JANITOR'S CLOSETL 0 4 �.I NC.) LL N � � � o• 00 _. oc co) z 0 o 0 (- 4 JANITOR'S CLOSET * W gg U ❑ A5.1 .1 3/8"=1'-ot' N W4Q zc J o Zo 3'-0" r y " QN `' 4'-6" 1. rork,6" 1'0" 2'6"TA MIN. • Z TA �] L I/ (05) 3'-6"MIN. 1'-0" MIN. C 10) / I ` (48"G.B.) 7MAX.� PT-207 4 =MI IM Cli) / PT-207 PT-207 TA 4PT-207 / PT-20704 l TA J MIN. _ 1J --.=.-=-=-= 06 TA II ( 04) 1I (04� �. (1111) o I 0 TA b k i 1 I I o "I I. 3'-0"MIN.(42"G-B.) \ ~ FLOOR I \ AI ao I ao ___>� I I ao 11'0"T 2'-0"MIN. DRAIN \ \\ 4110 -- --- \ - c MIN. \ -- T�01 - \ - � � \ . �' 5'-0"MIN. \ \ �,`-I - j a z 17"-18"� ',c Z --28 u� o /TA N {-41 U - M 1 1 I I—* o c�i m I 0l -. -� 2C A5.1.1 \1A 11 �- \ x �, < r ARCHITECT/ ENGINEER OF RECORD \cam O \03/ Z ¢ = w L--J - F— m `l l T-401 1 ._ i/ o z \\ 0 Z=,'-- l'k-7,[1-g„,. = 6 -i J Q / E., '43) - - 1---,- i M • 1 Ed f1 WOMENS l ' F '' . A \ \ V ': •. A if V •C V • l i I 1l 1 . r I • \ _�_ I �- i O Z_ 17"-18" , o \ r, d .J LAV GUARD TA TA / PirM _ N J FLUSH METAL ACCESS PANEL OVER L CONCEALED TRAP PRIMERS ONLY 08 ) ( 01> r � o � ~ /1 i� \ DES I G N WHERE REQUIRED BY LOCAL CODE , v 2'4'CLR. "', /rADA WALL AND /' 1 I DOOR SIGNAGE, Architectural ax �� ,/� ; i SEE DOOR L 3A - ELEVATION 3B - ELEVATION 3C - ELEVATION 3D - ELEVATION u / SCHEDULE AND k Solutions Group q - DETAIL 1/A3.2.1 r r 19120 SE 34TH STREET, SUITE 115 ( 3 INTERIOR RESTROOM ELEVATIONS - MENS I VANCOUVER, WA 98683 MIN. 1 F L L Lam- tJ 1/Ln1r_fTII I TA " 1 These d'cwings and specifications ore the confidential and proprietary property A5.1 .1 V 10 @+36 & I F F of JP Morgan Chase and shall not be copied or reproduced without written j Fauthorization. The contract documents were prepared for use on this specific 1 �- 1 60"AFF site in conjunction with its issue date and are not suitable for use on a different L . ---���JJJ - L-_-1 €___J site or at a later time. Use of these drawings For reference or example on \ , I l 1 I I another project requires the services at property licensed architects and engineers. Reproduction of the contract documents for reuse on another L .J project is not authorized. • 5-10 1/2" L --SPACER MATERIAL AS REQD.TO ALLOW r 1 I SEAL FRP TO CONTINUE BEHIND MIRROR J < �r D AR 4'-6" \ `� �` t �i�� TA MIN•/ KENNETH J. I I �, ' . / PT-207 MC RACKE (TA 10) \ L , ( 2'-°(48 G.B.) MAX. o PT-207 (-OA PT-207 J 1 TA PT-207 04 TA �� MIN. �� ���. I AM S. wA JJJI1O6 \ T�{ License#5599--- - • ---- 1 --\- - ----- --- p o �� �\ II ( ) II 9 1 �I I o ,I 3'-0"MIN.(42"G.B.) OF O -- • - _ _ - - -11 `" q TA 11 1'-0" 2'-0"MIN. \ Co .-- I --- /1 Co [ CO (O1 > I MIN. a° 04/13/20 a _ 7401 / �- '-1'$ - -1 --- / . �/ r KJM/2568 -F.,. 'an` _ Et 1 \ I fff t Q U � � � 4--- I I I I O Mm 1 T-001 i I \ - \03) a - w L -J 1-- --- s 1 = w — -rpt � -- a T. __ �_�' � , / r '' ISSUE DATE DESCRIPTION 1ll"Il11iIllll Q m CO = 1. \ \ \ - \ \ '; \ ',. \ \ \ \ `. `},i \ r~ ADA WALL AND LAV GUARD- �� 17"-18" / "' \ 7 .\ DOOR SIGNAGE, - ' "' SEE DOOR CONCEALED TRAP PRIMERS ONLY 1-FLUSH METAL ACCESS PANEL OVER (TA) 08 (TA) 01 (TA) 07 L V ` / SCHEDULE AND L 4A ___J / \ DETAIL /A3.2.1 WHERE REQUIRED BY LOCAL CODE -FLOOR DRAIN 4B A5.1.1 4D \ 2A - ELEVATION 2B - ELEVATION 2C - ELEVATION 2D - ELEVATION 5'-9" 4c �\• JANITOR .— + I 2 INTERIOR RESTROOM ELEVATIONS - WOMENS r_ .s 318 -1 -0 1 KTA-x 4-13-20 PERMIT SUBMISSION A5.1 .1 II r ,I FLOOR 10 3A T DRAIN c6+36"& 4-3-20 90%SET \ ,` y / MEWS 00"AFF 3D A\5.1.1 35 3-20-20 PLANNING f` e 5'-g" PROJECT INFORMATION BLOCK I z ,, (4'-0"CLR.) 1 �_ + � JOB # JPM19010.0 e•Iq 11 t--- il r "' DATE: 1/20/2020 J I 1 Z?RESTROOM ACCESSORIES SCHEDULE \ MIN. I DRAWN BY: DA , `� 4'-0"SLR. � L I CHECKED BY: EC TAG I DESCRIPTION MFR. MODEL FINISH l NOTES ao , `���� z _ _+ MODEL MASS MARKET PROJECT TOILET ROOM ACCESSORIES NOTES: •1/4 \ ;-- 1 L TA-01 TOILET TISSUE DISPENSER BOBRICK B-2888 S.S. 1. SEE PLUMBING DRAWINGS FOR PLUMBING FIXTURE SCHEDULE. `n 6 , , Tit `SSI T-I-��c- • J DRAWING STANDARDS v20.1 t. 2. SEE CHAPTER 4 AND 6 ON SHEETS A0.2.1 AND A0.2.2 FOR TA-02 PAPER TOWEL DISPENSER BOBRICK B-262 S.S. ADDITIONAL ACCESSIBILITY INFORMATION. 3. PROVIDE ACCESSIBLE LAVATORY WI FAUCET SEE PLUMBING SHEET TITLE TA-03 WASTE RECEPTACLE BOBRICK B-279 S.S. DRAWINGS. 1'-U" , 3'-6"MIN. TA-04 GRAB BARS BOBRICK B-5806 SERIES S.S. 4. KNEE CLEARANCE UNDER THE LAVATORY SHALL PROVIDE A / MAX' 4'-8"CLR •t ENLARGED MINIMUM OF 27"FROM THE FLOOR TO THE BOTTOM SINK BOWL / /.r TA-05 MIRROR BOBRICK B-165 2448 S.S. ANDA MINIMUM OF 30"WIDE AT A MINIMUM OF 8"BACK FROM �' 9_g / RESTROOM PLANS FIELD-CUT SOAP DISPENSER SHANK TO MINIMIZE THE FRONT OF THE LAVATORY. TA-06 SOAP DISPENSER: LAV.-MOUNT, LONG SHANK,4"SPOUT BOBRICK B-822 POL. S.S. RESERVOIR EXPOSURE 5. INSULATE ALL EXPOSED HOT WATER AND DRAINPIPES. AND ELEVATIONS 6. THE FLUSH VALVE SHALL BE LOCATED ON THE WIDE SIDE OF TA 07 SANITARY NAPKIN DISPOSAL BOBRICK B-270 S.S. THE TOILET AREA. TA-08 TOILET SEAT COVER DISPENSER BOBRICK B-4221 S.S. SHEET NUMBER TA-09 3 STATION MOP HOLDER ELKAY LK403 S.S. ri ENLARGED RESTROOM PLAN TA-10 COAT HOOKS(2) IVES 581 626 SATIN 1 AT 36"AFF, 1 AT 60"AFF CHROMIUM A5"1/ 1/2"=1'-0" A5 • 1 • 1 , i p JUNCTION BOXES BY EXTERIOR WALL R.O. BLANK PLATES AT AHD EQUIPMENT MANUFACTURER ALARM AND POWER11111 JUNCTION BOXES FLEXIBLE CONDUIT WHIPS CONCEALED IN WALL FROM WALL JUNCTION BOXES O / EQUIPMENT-MOUNTED \ JUNCTION BOXES CI-3 tril rid\T � J-BOX FOR ATM / SURROUND LIGHTING , ` . 41/413T-501) ii i I I PT-50D . �PT 500).u u l `� I FRP,PAINTED WOOD,OR / r'!3 rat + SIM.FINISHED PANEL MATERIAL BY G.C. \ Eo F, 1 1- I COVERING GAP BETWEEN I \ // I = ¢ I UNIVERSAL OPENING AND \ LOUNGE \ I /\N I v ¢ � ATM SLEEVE JJ \ \ I j I u� __ I ATM pa 0A SECURITY • Z �r AND POWER OUTLETS , NE --2I, \ I O L———- > I - \ o �- 1 _ - n L r �\ \I 1 1 n 7-3" / !WB-402>.= �W&402 /yyg g02 ce MANUFACTURERSE(LEVELING UIPMENT •r• UNIVERSAL \ a_ BASE 1 FEET ATM R.O. A - AHD & ATM ROOM B - AHD & ATM ROOM C - AHD & ATM ROOM D - AHD & ATM ROOM (4 AHD & ATM ROOM NII 31s°=�r-o11 IItim t—% Co4.0 _ ii.cii) W a. IL W ge— ANGLED W L AN LED WALL ANGLED WALL Q Q(1) MI4 LU N/ WALL / G / / O 1W N FOR SHELF AND ROD SPA CES<30" WIDE,PROVIDE ONLY TNF LOWER3'-4" / 2'-7" / 3'-4" N O ADA-COMPLIANT PORTION OF THE SHELF AND ROD MILL WORK - PROVIDE SOLID WOOD BLOCKINGco 0 13. _. a SECURITY ` BETWEEN STUDS �A5.3-1. MONITOR r CI Z 0 O 0 2'6"MIN. J/"`� //—\\ Z / PT / ,\ \ ['' -- W rg 0 Q 7 6 ' \ / A5.3.? 4 Ce \� J/ \\ / ell) Ce / ALARML NIP W / , :Icr i �PT 56DX J /—- - ---\ -- '-- ° .', ::� TELEPHONE ' _0 a, t- �- - T_ - — , s \ ,,- e.,.' I Z Q t1/f o �E� A5.3.1 Ati ( -- / O O SWITCHGEAR - \ o _ V _ SWITCHGEAR \ ' v ' DooR ro ® I _� _„1:1 :j„.„ DOOR TO <\ Z Q limmm I HALLWAY \ ' �- n f u il \ HALL \ 71 (11) Z ni o cn // �\ // \\ 12= , -&-, , 114 Csi 12= c ,,,..=; �l /' r' BUTTON NA — _ � _ c=—= c-- c /_ �OCCUPANCY ) 1 CE \ /' NA\ /' i2" / /' SENSOR IIMIL I \ 1 I . I 1 . \ -- I --- �— I l I l� a. \ I I Cf) `/ ..1N6-402 (WB-402)\ (WB-411\ A - LOUNGE 1 3'-0" 3'-0" , 1'-3" I, 11-4" r (11) B - LOUNGE C - LOUNGE D - LOUNGE 3 LOUNGE ARCHITECT/ ENGINEER OF RECORD A5.1 .2 31811=11-Olt pailia. DESIGN Architectural Solutions Group 19120 SE 34TH STREET, SUITE 115 VANCOUVER, WA 98683 These drawings and specifications are the confidential and proprietary property of JP Morgan Chase and shall not be copied or reproduced without written Lill authorization. The contract documents were prepared for use on this specific \ +� / ' f--TO / \ site in conjunction t with Its issue dote and are not sultab4e far use on a drffer on site or at a later time. Use of these drawings for reference or example on /"� another project requires the services of property licensed architects and ' PT-500 ` Z(,PT 500'-- / 1-C14-507) \ 5 ' / / PT-5�0 engineers. Reproduction of the contract documents for reuse on another \ %;' project is not authorized. i GENDER TEXT/ / GENDER TEXT! P1-51)13� BRAILLE WALL SIGN ±I \ BRAILLE WALL SIGN �� / BY SIGNAGE VENDOR = \ / BY SIGNAGE VENDOR LJ / / J// J// /// SEAL / / ELECT. ��[ bC rn \ CUSTOMER _ PANELS \ LD AI DOOR TO DOOR TO AREA DOOR TO DOOR TO \ \ \ ( �j MENS \ `i •;, \ JANITORS BEYOND \ WOMENS \ LOUNGE C7 \ KENNETH J. / � - , � \ I \ \ \ M RACKE \, \ lN \ • ' - Z ' AM S, WA z / 2 \ \ \ \ r 1� License#5599 / . I I I \ I J. r \, I 1 . 1 CJ 9�� nG / 1. �/ / OF \ (WBo2> ADA HI-LOW \Y'°40�/ (o2/ ( 2) DRINKING FOUNTAIN A - HALL PER DETAIL( B - HALL C - HALL D - HALL 04/13/20 tA0.2 3) KJM/2568 ( 2/ HALL A5.1 .2 3/8"=1I-°" — – ISSUE DATE DESCRIPTION ANGLED WALL (; 10 `, 1A5.2.11 59"x35'x3Y'THK PLYWOOD BLOCKING BEHIND WALL EQ. 5'-6"FIN.OPNG. f EQ. t ii � WT-1/2? ' ii i LI , 4-13-20 PERMIT SUBMISSION 0 T 4" " " �'+-- , 1; \ \\, \ 4-3-20 90%SET II 1-4 1-4 • (WD-502}- Z i° // 1/ % i \ FWD 500 L �. WD 500�'/ —� — �500� II ❑� Il r~ o a s� ° PLANNING3-20-20 11 t' 3 lir I� PROJECT INFORMATION BLOCK A54.1 A f \A5.4.V „� 1� ENTRY JOB # JPM190i0.0 '� _,:�.. _ -PT- ! DOORS II k I O3�a O DOORS32AHDATE: 1/20/2020 ( - HALLWAY �� \ \ \ DRAWN BY: DA ,� L BEYOND 7 Cc, z, I \ \ \ CHECKED BY: EC 07 I I I (PT�01) :`` - I �" �, 0 BT BT\ \\\.' BT I MODEL 1^1112' 1 v2"'� _ - a�. " r,• C / y OE\ / OE OE K 06 o , I DRAWING STANDARDS v20.1 I \ a o I o ' ''i I 1 ... .. i 1i=l=f 1 A 1 SHEET TITLE rud • ilfl I I 1'rl� ov4 ., !r •� I e;� I Ir�_, I I (I�e4o2} •_ , , ,Wa _i . ,1 I I� _ �I -- t I INTERIOR �- 1 1, t ! y y v . it 1, i1 i y 1 1 f� 1 1 1 I I S l 1 1 ,-- 55.DISPLAY WITH SPEAKERS-�� � f� --� I I, REFER TO AV STANDARDS FOR OE V! OE ��� REQUIREMENTS OE OEC OE ',, ' OE ELEVATIONS A - LOBBY \ 15 `, 1s; \Js;v, 1/ B- LOBBY `\ 15 is SHEET NUMBER 1 LOBBY A5.1 .2 3/8"=11-0" A 5 • 1 . 2 I WOOD VENEER WALL _ 70"X46"X%"THK PLYWOOD MILLWORK PANELS,SEE BLOCKING BEHIND WALL— FINISH SCHEDULE 1 114"OPEN CONDUIT TO EQ. 9'-0"TYP.BRIM WIDTH DIGITAL DISPLAY IN-WALL BOX 9 WALL AND 1'-5"TYP.' EQ ;,FURNITURE EQ 6'-2" EQ. 16'1/61Ini 18"xi6"x314'PLYWOOD ' rr 1'SII TYP" 1.11 6" ` g� WALL AND FIXTURECLEAR WALL AREA FOR / BACKINGDRALLARTWORK 1 r-RECESSED DIJPL�QUTLET A5.2.1 A5.4.1 " In Nr 11 :<PT-500%7 ;. 1 PT-311 11 :� 1 I ��---<WD-502 "` I !" 1'-8"I1 y I • — / I I II r �u I I I I7—-I < II a, , -s: --...- = 7 1 I 4PT-500 O 1 1 I L ( '_ 1�N co = "� 1 :1 ` Ct �� I 1I ] I� / I 1 1 1 _ > ? I iI 11 I // DOOR ro --- ir_rn - —( {PT-501) Q // �` r �-- DArA _i . ��F , , 1 \ ROOM 1 ;~ I r 1 112" 1 112" i - - - En \ a) O CC __ J N -._ --, - M O \ ' a'y r I to . - -'- in l.L \\\ q ^ ( CR2� qI i U PT 500 ID0 \ 1 \ I %� t saa) ce a \. `� (WB-40 ) I ;„ w .1{WB-902) \ / O ' %. L iii/ 0-3 J77' ADA COMPLIANT PULLS - 75"DISPLAY WITH SPEAKERS AND CAMERA- OFFICE PARTITION GLASS PARTITION OFFICE PARTITION DIGITAL DISPLAY, OFFICE PARTITION J GLASS PARTITION- OFFICE PARTITION- ` REFER TO AV STANDARDS FOR REQUIREMENTS SYSTEM BY EMPIRE DOOR BY EMPIRE SYSTEM BY EMPIRE MOUNTED ON WALL SYSTEM BY EMPIRE DOOR BY EMPIRE SYSTEM BY EMPIRE AUDIO ACCESSIBILITY SIGNAGE BY BRG TELLER INTERCOM VENDOR C - LOBBY 1 GANG BACK BOX ACCESSIBILITY SIGNAGE BY SIGNAGE VENDOR D - LOBBY WALL MOUNTED BRACKET PTD.GYP.FIN.INSIDE NICHE-BENJAMIN MOORE AURA WATERBOURNE INTERIOR PAINT,JET illt BLACK#2120-10,MATTE FINISH 4- LOBBY W 1/45.1:y 3rs11=�I-o" - - CO I. toiin Imill ri., O W L- , o4Atxtil o wit 1 � a FILLER READ, 12-11" FILLER AS REQD - 011 O. 11 7 EQ.SPACES Rh Ark COa N I�I M Z o ceNEP PT-590 NW0 Ar \ I ',V .\ _1y I CI t , I 4t ILLI W `� ___, ===== ====,_==== ====.„,=====:====#, � t COUNTER EQUIPMENT ! j SCHEDULED \\ \\ // \\ // \\ // -N �, 1 I OMITTED FROM VIEW CONTROLS PT-5130 1 v I le \ N. / N. / N. / CV INTENTIONALLY FOR FOR SCRIMS ///��� LIGHT FIXTURE `\I \ I I// \\I I// �\I I// T-560; II CLARITY / W 4 a I 'Lr►- - ._ CABLE CONDUIT- I I I I REFER TO SECTION - 1 Q OEC o X11 /\ I I 1 CI Ce) CD PT500}� A5.3.1 06� ILII r = = EQUIPMENT IIL o -1�( -: I LII _ CO Eo &CASH r 1 I� z Q Eo ' E _ - S a�-1 ( ao O� -- _ __ ROOM �_ 1 II II �L ► —�_ /- //. I 1p �f li I a _ ,_1 i Z o _ , ,, o • I ,I, I..,F-- BEYOND - I > t rILI MI ii N BE =-T r 14 t"''% i il'}'� I 8 I --1-(4<NEE CLEARANCE !- 9 r===��r I :o's COI) Z B , 't i i t N a� i it 1 Ili I , il •;:i• ! _ s tl Na - in in ,M rr �---�-\ in,. LA,.., ® [T7 ,III: / l JG , n� �r7nN S,I+ n� is r.�1 " 111,,!' O / I11.n / �j 03 � I:fl ^T rr�n 1 (^ ,f 4 a � . o r I �n�'�,,�^;,. � ; uu I nl C ti I rl I� su ,, Id r. to ,1, R I ::: d"q t I:: =11: i L"J f rr- u' • ,� ,-. BE _ ' lid=� - iiis`��s, U i- 111 r"'1 �lta /�� �PT-5(Xli tli I ��r'r{ nr --ii i o nr in CC Fn r:.�` yr��7 ia' 12_11 I i Il yf1l 1[1I �1 sse r t I 41 OJ r �� , ft.\��ir ,� 1 'AAAI O I� I -- ° O { 4 - -,sem r '�M�`>�. I �II CC \ c i s: L UPS II �IhlB�ll� \ !e I \ 1 s� r ni \ / _/� `KMAIO) C - MANUAL TRANSACTION 0 0 �' � B - MANUAL TRANSACTION \3A122, 3A 3:9" — - r D - MANUAL TRANSACTION 3 MANUAL TRANSACTION ARCHITECT/ ENGINEER OF RECORD A5.1 .3 3/811=11-Ott DESIGN Architectural Solutions Group SECURITY MONITOR ANGLED WALL 7.-3. ISVANCOUVER, W A 98683 '-0' — ' a/ 19120STREET, 1 15 Wir 4 EQ.SPACES SILENT ALARM LAMP These drawings and specifications are the confidential and proprietary properly of Jr Morgan Chase and shall not be copied or reproduced without written ,\ - `- - ---- - • \ / \ authorization. The contract documents were prepared for use on this specific /- /- N. \ / N. <_'U •P \ \ \ site in conjunction with its issue date and are not suitable for use on a different / / N. \ / \ PT-500 4PT-5500 h7 \ site or at a later time. Use of these drawings for reference or example on / / N. \ \• /'/ another project requires the services of properly icensed architects and r= ---- ----�� d �_ \ FELLER AS / / \ \ j \ .1 engineers. Reproduction of the contract documents for reuse on another `° REQD. ( C i \ N c N. / / \ / SCHEDULED �7---a\ /�- _%�� �� �= , \\ ,01 Yr-500 projectis no au / N LIGHT FIXTURE \I \I I// I// I I// \ 4 ›/- El' / \_ PT-500 L{PT-500}7 BOE \ \\ SEAL MILLWORK ) 1 ` I \ ,_- �_ .,-..-7...= r i"' MANUAL �D VALENCE PL-00�-( \06 © DOOR TO •\ ao t_ _ E_f _ �Q ARC/ 5/ r 5 •4PT-500// ®a p___,CUSTOMER u}� _ .I _ f-t TRANSACTION -----1; _� 1 '1`� CT T '� M® 1-____ ® ! Q ~ III �" AREA / 'F lr� � ��l T BEYOND C�-- --T3 \� /� • • 1 1 1 N X / / 1 �_ ,1 of KENNETH J. C. yq y �L M RACKS ,f____ I I LIQ / 1 Y�-1'•1 !• ~-�y _ / I 1 4 I • E--;•, --� I I ��,) ! o / CO / rz �sz i AM S,WA cn " € j , - / EN IME I v / Cs1 / / O l / / I I I ME ��� License#5599 q n ki i ` �� � / 11,41.L..== U L— �N O1 � I l !It r I I I I , 'moi .l 5- Ni. \ ,— ./ N. r • Nc t___= f� \ k I 1 0� 1 I f- ' \--(WB-400) �F rrl 11: SECURITY�� 02 OE F � � ," -OCCUPANCY SENSOR - WB ) %OEC BOE\ HOLD-UP BUTTON " B 18 05/ \2A ',01-C/ , 1:D\l-B 04/13/20 KJM/2568 2- EQUIPMENT / CASH ROOM .-- . .-_.- __ .__ . ._ ISSUE DATE DESCRIPTION ly 3/8" 11-13" 4.TABLE&CENTER PT-500 WD.PANEL I PT-500)- 1 4-13-20 PERMIT SUBMISSION // 4-3-20 90%SET 3 3-20-20 PLANNING PROJECT INFORMATION BLOCK 4PT-309 LK PT-309) - SOLID PANELS ADJACENT TO 1 JOB # JPM19010.0 .` ANOTHER OFFICE W/ 18" I DATE: 1/20/2020 t''? SIDELIGHT DRAWN BY: DA T aO CHECKED BY: EC En a) o, ELECTRICAL OUTLET OVER CREDENZA FOR i MODEL CONVENIENCE POWER • I=I-1 DRAWING STANDARDS v20.1 K. ELECTRICAL AND DATA WALL ' r\ — SHEET TITLE OUTLETS BEHIND CPU 1 Tn. I INTERIOR CABINET FOR EQUIPMENT ., !I - - (_ \ C � %"oE ELEVATIONS '15 A - TYP. PCS ROOM B - TYP. PCS ROOM C - TYP. PCS ROOM D - TYP. PCS ROOM SHEET NUMBER 1 1 TYP. PCS ROOM A5.1 .3 3/8"=1'-011 I \ SCHEDULED STOREFRONT ��GYP.BOARD WINDOW JAMB GLAZING SYSTEM MULLION VINYL BASE WRAPS CORNER STOREFRONT ENTRANCE DOOR NM / 1/ ) , SIDELITE BREAK METAL SCREWS MUST BE: # 10-1 6 ITW ii ..._____I ;.- �FRYREGLETDRML-i DD"L"DRYWALL 4 / Buildex TEKS/3 screws at TRIM MOLDING —� .a • r1 ALUM.BASE END ALIGNS WITH IL I I I / LATEX SEALANT-PAINT TO 1 2"o.c. (or similar III �..:... MATCH WALL COLOR �- PANEL EDGE / Uill 'v '•.OI ;` SEALANT Q EXTRUDED ALUM.'L'TRIM ^'_ — • <{`s '��� / MOLDING(FRY REGLET ,; CONCEALED PANEL CLIP DRML,50 OR EQ.) PAINT TO 2116 112' 314"PLYWOOD ilii i i�bil.MM.i I i s;:i _, ,.;,:, .,.• - -.:•,;:<- WOOD VENEER PANELS WITH MATCH WALL COLOR SUBSTRATE-PAINT ��> x:= FLAT BLACK ' `-t NATURAL WOOD EDGE PANEL �- ` LATEX SEALANT AROUND ��1t � - STUDWALL FRAMING / R:J� `` II �Il // f WINDOW STOOL-PAINT TO I if A - • `s 314"PLYWOOD SUBSTRATE-PAINT MATCH WALL COLOR 1,..,I.� FLAT BLACK �: . ,. 7 ,f y f ,, FRY REGLET DRML-75 CONCEALED PANEL CLIP 31MD DBD a --;,...)_ "L"DRYWALL TRIM �; STUD WALL FRAMING ,T/ WOOD VENEER PANELS MOLDING 7,i I�aireas =n :>: : V . -- �t'_. - �D c ` _.: ~www:ig:4-4e...�<::.x. VENEER APPLIED AFTER PANEL } L.,. FACE OF WV X114", WITH NATURAL WOOD �� FABRICATION TO CONCEAL PANEL • — e d r SCREEN NICHE EDGE BANDING CONT, <<` <.rMr 5 CORNER JOINT i AROUND ALL PANEL PANEL EDGES WOOD VENEER PANELS WITH CONCEALED PANEL CORNER � STOOL BELOW F WINDOW Ij+ NATURAL WOOD EDGE BANDING BRACKETS AS READ, FEATURE STRIP CONT.AROUND ALL PANEL EDGESWALL CONSTRUCTION PER 31a"PLYWOOD SUBSTRATE-PAINT PLAN MINI END WITH SOLID PANEL FLAT BLACK °_ a w Q p_ LLJ ce rl MIN-END MEDIUM 17 PANEL JOINT ALIGNMENT 16 SCREEN NICHE 15 PANEL WALL CORNER 14 SOFFIT/STOREFRONT DETAIL 13 HORIZONTAL SECTION A5.2.1 3"=1-0" A5.2.1 3"-1'-0" A5.2.1 3rr-1I-0" A5.2.1 311=1I-0" A5.2.1 NONE11 t. 00W 13'-2' I in I'm r—i.. Clce WALL CAVITY OPEN TO PLENUM l' 3'-6" 6'-2" 3'-6" I I I y 8'-10"MIN.w!2 ATMs BELOW ABOVE FOR VENTING PREFERRED- 7 - I I :H • CAP FRAMING ONLY WHERE BRACE WALL FRAMING EQ. REFER TO y EQ. REQUIRED FOR FIRE BLOCKING TO STRUCTURE ILLUMINATED SIGN BY (1'-D"MIN.) AV STANDARDS •(1'-0"MIN.) l� ABOVE AS REQD. ® o OWNER'S SIGN VENDOR- I I I CO Zolc_ ■■IIMILCOORD.W/VENDOR SHOP 4 -I ix csi DRAWINGS FOR G.C. I I I 0 W mss, \ SCHEDULEDILING FINISH ROUGH-ELECTRIN L CWA I I I I O (i) lig u– fl f t CEILING ROUGH IN LOCATION ^-I -.> CONCEALED PANEL CLIP r T T i E` 518"GYP Bp.SCREEN I I al I F WV ' , a DISPLAY WITH SPEAKERS- I SCREEN POCKET HEADER o ¢ lai I 1 / t POCKET INTERIOR FINISH REFER TO AN STANDARDS r' r 4 314" CSI Q Filik CO �, WOOD VENEER PANELS WITH o ‘11171 FRAMING AS REQUIRED ti c'• II NATURAL WOOD EDGE BANDING w az I I 1 t! 3 3!$' w DISPLAY WITH SPEAKERS L I GYP.BOARD NICHE- Ce ti w 55" ISPLAY PREFE RED I II- .. CONT.AROUND ALL PANEL EDGES ; 'a i -� i 518"GYP BD.SCREEN 0 BENJAMIN MOORS AURArill) Z CI 0 REFER TO AN STANDARDS 314"PLYWOOD BACK PANEL I " r. g LATEX PAINT,JET BLACK �� 4:.,. UNDER GYP.BD.FINISH f.;;;`�5�,"GYP.BOARD ti 5-• s L. J ` nir — — — , — #2120-10,FLAT POCKET INTERIOR FINISH F ti o TEDULED SUSPENDED ACT w z w --GYP.BOARD NICHE- b - I II I I I l RECESSED ELECTRONICS I I 4i la w V ci ° 314'PLYWOOD SUBSTRATE-PAINT s I s GRID SYSTEM ." ..,;,--..L. FLAT BLACK cD BENJAMIN MOORE AURA o Q I II II L- ENCLOSURE BY G.C. I Imo' 3/4"PLYWOOD BACK PANEL cz `, m LATE#212PAINT,FLAET BLACK / TL — JL — — J SREFER CHEDUO AIV EQUIPMENTIILN16 15 I UNDER GYP.BD.FINkSH -ti STUD WALL FRAMING a.r o — A5.3.1 A5.3.1 I I IW a Z 0.0_600 =R� �w+a,a ., .gN��4tv�Np �". m o j \ /' JAMBS&SILL " '" " " r. m L I NICHE HEAD, .+�►��.•.�: r. t. �� +10.-10" a ¢ ® I Z CI IIS : $ k ¢ REFER TO AV STANDARDS 16 SIM. I I I I O 0 c. v DRAWINGS FOR ADDITION A5 3 1 F� -AN SCREEN MOUNTING �, Z0 J iI II (141-.4. a en INFORMATION. BRACKET BY AN VENDOR I I ;: % CONCEALED PANEL CLIP 7 q f7 o p o, a Cl .•:. ��', WOOD VENEER PANELS WITH "' �,�;; NATURAL WOOD EDGE BANDING / V4B_1 I I II Z _l fe' CONT.AROUND ALL PANEL EDGESIgig, I JO f IIMI . `., 314"PLYWOOD SUBSTRATE-PAINT - —L-1.111— ICE /4-7—V' FLAT BLACK f<. ELEVATION SECTION — Q ELEVATION SECTION Cli) -`-`, STUD WALL FRAMINGI ?4 A/V SOLUTION #1 : 55" MARKETING A/V SOLUTION #3: 75" TELEPRESENCE0 SIMILAR,SEE FLOOR PLAN, INTERIOR ELEVATION&AV SOLUTIONS DRAWINGS SIMILAR.SEE FLOOR PLAN-INTERIOR ELEVATION&AV SOLUTIONS DRAWINGS 12 PANEL WALL TOP 11 PANEL JOINT 10 TYPICAL DIGITAL DISPLAY WALLS A5.2.1 3" _ I-0" A5.2.1 3rr-1-0" A5.2.1 3/8" = 1'-0" ARCHITECT/ ENGINEER OF RECORD pm DESIGN Architectural Solutions Group f 19120 SE 34TH STREET, SUITE 115 / ____--- VANCOUVER, WA 98683 2 51M These drawings and specifications are the confidential and proprietary property of JP Morgan Chase and shall not be copied or reproduced without written 5.2.1 314"CONDUITS HOME RUN TD ELECIDATA authorization. The contract documents were prepared for use on this specific ATM CORE UNIT ATM CORE UNIT ATM CORE UNIT ROOMS WITH TEMPORARY CAPS IN SLAB site in conjunction with its issue date and are not suitable for use on a different II I site or at a later time. Use of these drawings for reference or example on t�. ATM CORE UNIT — BLOCK-OUT AREA another p oject requires the ser ices of propery licensed architec#s and CONCEALED PANEL CLIP g p _ ," I- ATM CORE UNIT en ineen. Re roduafion of the contract documents for reuse an anothe 3fR, I I ATM ATM'SIDE CAR' I I :471 JUNCTION BOX ENCLOSURE AND project is riot authorized.ii, WOOD VENEER PANELS WITH II III MOUNTING CLIP BY ATM VENDOR ,�"-_' ATM CAR' I ATM CORE UNIT 1 J> -. NATURAL WOOD EDGE BANDING ELEC,DATA AND - i� s� 1 I L7,-010.I ELEC/DATAISECURITY JUNCTION BOX BY £fit CONT.AROUND ALL PANEL EDGES TB SECURITY DEVICES l ��j 3a' NTERI�R PARTITION r ti f"- JAI CONCEALED WITHIN " 1 ATM'SIDE CAR' `� — G,C. SET TOP OF BOX AT 5"ABOVE SLAB SEAL Vin.- fact: :i 3/4"PLYWOOD SUBSTRATE-PAINT — — .----. FLAT BLACK � I L POWER TRANSITION I o I POWER,DATAAND SECURITY cn CONDUITS GONCEALEp .` - z STUD WALL FRAMING I POWER TRANSITION cc, o o POWER lel, WITHIN WALL FRAMING 5" -CONCRETE FLOOR SLAB BLOCK-OUT AS \ ARC//?„„.--\ �" FRY REGLET#MWRB57400 OR EQ. 5 4" BOX TRANSITION 1'-0" 1" POWER r _ POWER TRANSITION BOX I REQUIRED TO PRECEISELY POSITION \-J ;1 TERMINATE WALL BOX(PTB) TRANSITION BOX 2 JUNCTION BOX FOR CONCRETE FILL LATER KENNETH J. � BLACK ANODIZED EXTRUDED BEHIND ATM I TERMINATE WALL BASE AT MC RACKS ALUMINUM REVEAL BASE r-- BASE AT FACE OF F — u A5.2.1 L._ I FACE OF POWER TRANSITION -ATM POWER III SIIll ATM ELEC&DATA BDX ,lull • AM S, WA L1 I ,I I CONNECTIONS r^. L _ _ J a SCHEDUL FINISH FLOORING `Y TRANSITION BOX < License#5599 .fletk. WALL • FRONT BACK l� ^ `fes o' ' ' LEFT SIDE RIGHT SIDE ATM CORE UNIT 44 a q7P ��� CO OF 04/13/20 ATM v3.0 ATM v3.0 ATM v3.0 KJN,2558 9 PANEL WALL BASE DETAIL 8 ATM IMAGE 7 ELEVATIONS 6 FREESTANDING PLAN F-- N.T.S. A5.2.1 3/8" = 1'-0" 3/8" = 1'-a" A5.2.1 3"=1'-a" A5.2.1 A5.2.1ISSUE DATE DESCRIPTION LINE OF WALL BEHIND ATM V.,,_ BACK FACE OF ATM 5/8"EPDM CELLULAR RUBBER /4// WEATHER STRIP OR EQ. ELEC.JUNCTION BOX FLEXIBLE FILLER ADHERED DATAI SECURITY TO(3)EDGES OF POWER 5" JUNCTION BOX ,I in- INT.PARTITION TRANSITION BOX .- 4-13-20 PERMIT SUBMISSION F I POWER TRANSITION I BOX{PTB)-REFER TO A,2 112 6" © © 4-3-20 90%SET -11- INTERIOR PARTITION 1 m I BANK EQUIPMENT POI�I// OPTIONAL ACCENT PANEL& EQUIP. CORD-BY BANK '� '_ SCHEDULE EQUIP.VENDOR A5.2.1 A5.2.1 3-20-20 PLANNING 0 8 I POWER TRANSITION BOX _, eATM UNIT eATM UNIT 8' B' �;, Q, BOLT ATM TO FLOOR eATM UNIT BEYOND 112' S" 1!2" 1I2' S" 2,r2° . PROJECT INFORMATION BLOCK pEp. I I POWER TRANSISTION BOX 314" i' /, 6"x6"MTC.ENCLOSURE- I' t 6"x6"MTL.ENCLOSURE- ATMCORE UNIT STRUCTURE PER I f l f l MANUFACTURER'S BLACK THERMALLY-FUSED I 6"x6"MTL.ENCLOSURE-BY ; - BY BANK EQUIP.VENDOR ,� BY BANK EQUIP.VENDOR JOB # .J PM19010.0 7 SECURITY KEYPAD I I ATM'SIDE CAR' I�I= I�I MELAMINE ENCLOSURE w! 4" BANK EQUIP.VENDOR --■ .: - : .- —DIRECTION : % I I tDATE: 1/20/2020 -__u- u REMOVABLE TOP.REFER TO h o STUB UP(3)3/4"CONDUIT F-, a STUB UP 3)3/4"CONDUIT NEAR PERIMETER _ { ALARM KEYPAD I I� -a� BANK EQUIP.SCHEDULE ARMORED DATA CABLES =.--_.=_- ,77- - FOR SEPARATE ELEC, FOR SEPARATE ELEC, DRAWN BY: DA REQUIRED EQUIPMENT y� 4.—�� �� DATA&SECURITY FEEDS f�-_= DATA&SECURITY FEEDS j___=Li CLEARANCE AREA yu 1 314"DIA.OPENING IN eATM Irl ISI lENING IN l • ----- L CHECKED BY: EC L. 9 TI8', 7/8" U f I I FOR ELEC.&DATA FEEDS "' II it eATM FOR�LEC.&DATA II • II 1 314°DIA.OPENING IN II tII • l eATM FOR ELEC.&DATA ("\ATM CORE UNIT 1'-7 518r 1,-1" 1'-7 3/4" , 11" 1'-7 5/8" j ;° I 2-GANG J-BOX SUPPORTED ON _ it.--------• -----J� MODEL 1 d ao ' / / // `e. I RIGID CONDUIT ' - - OPTIONAL ACCENT PANEL - - y'-6 3/4" �� 3 3I8" I t, , ' —6^ — -BY BANK EQUIP.VENDOR . . RIGIOCON•UITCONNECTI•NS \ DRAWING STANDARDS v20. 1 — — ATM ELEC./DATA 1 I TO GANG BOX `5"x5"ELEC.STUB UP AREA 6" , 2" 5'x5"ELEC.STUB UP AREA CAMERA(S)AT 9'-D'AFF v SECURITY o _ SHEET TITLE / I _J_1, 4 a ueATM INCLUDES RACEWAY eATM INCLUDES RACEWAY CAPTURING ATM VAULTS 8 5'-Q" CONNECTIONS-VERIFY a STUB UP(3)3/4"CONDUIT I I• I I ABOVE EQUIP. FOR WIRING ABOVE EQUIP. FOR WIRING CUSTOMERS PREFERRED �,.---1 1 LOCATION IN FIELD a a e a a FOR SEPARATE ELEC,DATA AT EACH SIDE AS READ. AT EACH SIDE AS READ. 1 I I 14 a &SECURITY FEEDS ATM CORE UNIT ATM CORE UNIT O I __J q WITHOUT ACCENT PANEL WITH ACCENT PANEL INTERIOR ��4 FINISH FLOORING O I DETAILS CO ATM v3.0 ATM v3.0 MILLWORK FREESTANDING eATM - ELEC./DATA/ FREESTANDING eATM- ELEC./DATA/ SHEET NUMBER 5 ELEC./DATA/SEC. PLAN � 4 FLOOR PLAN 3 POWER TRANSITION BOX 2 SECURITY ROUGH-INS (VERT.) 1 SECURITY ROUGH-INS (HORIZ.) I -- A5.2"1 318 - 1 -0 r A5 • 2 A5.2.1 318rr = 1 -arr A5.2.1 1112" = 1'=0" A5.2.1 1112" = 1'=0" A5.2.1 1 112" = 1 t-0" Q • 1 11 V � (E)EXISTING WALL AND FINISH TO 41 REMAIN.PATCH AND REPAIR AS -/ NEEDED TO MATCH (E) ADJACENT. . / 4 /A U1111 " / j 4 % CONT.SEALANT VERIFY ALL EQUIPMENT WALL j/� 0111" // / '"// T.O.ATM SURROUND OPENING REQUIREMENTS WITH V - OWNER'S SELECTED VENDORS ' 7/ % +7-11 518' PRODUCT DATA / %% (E)2x FURRED WALL,SEE FINISH 1/4" • j j,/ SCHEDULE FOR MORE INFO REFER TO ELECTRICAL DRAWINGS %/��� -.444,11.1311 /74 AND INTERIOR ELEVATIONS FOR .. i /, l//I/f ELECTRICAL,DATA AND SECURITY = /,„/./ ( �� DEVICE REQUIREMENTS0 J-BOX FOR ATM SURROUND =�� j SEE ELECTICAL. `I / r" (E)2x FURRED WALL,SEE FINISH Q / \j/ �� / 2 SCHEDULE FOR MORE INFO / lidt / / W / U E EXISTING WALL AND FINISH TO w / ( )MAIN PATCH AND REPAIR AS a' / / j// ,j////� NEEDED TO MATCH (E) ADJACENT. E.,. ... % j'/ rLw c. • / ji// ... / '/f//// JUNCTION BOXES,RIGID CONDUITS AND COVER 4 % / �/ � rl PLATES FOR POWER AND ALARM-ALARM / ATM POSITION FOR CONDUIT AND BOX TO REMAIN OPEN FOR 4 1/ %/////.I B.O.LINTEL 5-CASSETTE �� NTEL- - = ' • IRING '1-0,6. NOT USED C NOT USED PAINT TO MATCH WALL AND SAFE COLORS _ „//�, ACCESSIBILITY COMPLIANCE ` >< // 314" = 1'-0" 314" = 1'-0" 4111 WB SIM- W/SEALER AND BACKER i I I L - - AS I (N)FRP AROUND OPENIN� 111 //// ff ROD AROUND PERIMETER IrI I o I ICO LIU POWER AND ALARM JUNCTION - T - - T - BOXES SURFACE-MOUNTED TO7 T T T fA �i I I I I i - - - -_ L = _-� w II II I I t„ "'� Li.,, in im j., ci, 1 1 ....___ i: 1 O O I I %///// 0 I I I I PROVIDE METAL FLASHING ] - _ _ Lrt T.O.ROUGH OPNG. L i- -_ -_ L - J 01 SELF ADHESIVE 1 I I I0111) _ I I O. W >- I I 1 1 t 1 - +4'-7 7/8"(DIEBOLD) z r T MEMBRANE AT OPENING. 6"NOMINAL SOFFIT FACE FRAMING I I I I I I [4'-6112"(HAMILTON)I m I I I L — J f SUSPENDED FROM STRUCTURE ABOVE M 1 _ PROVIDE t11ETAL FLASHING 01 ~ 04 -NI ex I 1 a I I I I �5 ` 1 51$' FLEXIBLE ELEC.CONDUIT TO ACRYLIC PANELS AT BR I04 I I SELF ADHESIVE MEMBRANE AT ~ I I I I L — J FRAMING P T CONCEALED JUNCTION BOX ABOVE INSTALLATIONS - -- I I 0 W I L J OPENING. r T; HEAD BOX-MAINTAIN FULL ACCESS 1 _1 O 0 ilgt LL I I Go I I �-''` TO THE WHIP FROM ADJACENT ACT -: I Cril ��� CUSTOMER dt OPERATION HANDLE o L _L M... J_ _I L - J 1 4 / \ - _ - (HIGHEST )PERABLE PART} CEILING OR PROVIDE ACCESS PANEL MILLWORK`STACKER' r - T , r —1 o r T - �T — IN GYP.BD.CEILING BEHIND HEAD - i I I I Immml J Z '� a I I I L - BOX FOR PROGRAMMING AND 1 - CO 1:::1ol �/ ► - o o a I I I - _I w SERVICING SCRIM-FINAL PIN PAD!CARD SWIPE \ ,' / I r LU z CONNECTIONS BY SCRIM VENDOR I O f l I L — J a I l I I L = -J - CI ZCI Co '., aHOOK-AND-LOOP I BR FIBERGLASS PANEL oglip 1 518"NOMINAL SOFFIT FURRING FASTENER BY OWNERS I AT BR INSTALLATIONS x `- ¢ Z I I l 1"PLASTIC GROMMET- W W 0 Q f r EQUIPMENT VENDOR CO o L L - - J - J SOFFIT BOTTOM FRAMING AS READ. T = -= - J `� �" it r T - - T - MATCH MILLWORK I 11 ` �I ] I I \ J Ir I I I I L J PROVIDE METAL FLASHING I _ EXTRUDED ALUMINUM SCRIM I COLOR-DOUG MOCKET Cn te I-! _ 0!SELF ADHESIVE J ENCLOSURE WITH BOTTOM CLOSURE- O. 4 I f I I f— `� PROVIDE METAL(LASHING 01 SELF Q wo f I I I MEMBRANE AT OPENING. '"f #OG OR EQUAL Nu I I I I L J ADHESIVE MEMBRANE AT OPENING. u.1 f I I I L J ALIGN ADJACENTT SOFFIT FINISH MATCH ' 1 . LINEAR BRUSH GROMMET 1 .1 _ \1 • I I l I r - - - I EXTRUDED ALUM.'L'TRIM MOLDING - CI I_ �� � L _ J a L _L _I L _ L_--_ _ . _ - o 118"SEALANT GAP WITH BACKER ROD �^ 0 IST - - � — � 1 1 O -� T I— B.O.ROUGH OPNG. AND LATEX SEALANT • - 1- i r w I ( l TELLER LINE COUNTER Z �- -1 +2'$314' MILT N) > m Lu 4"HEM BAR BY SHADE MFR.-SET J -� I I +f [+2-5`(HAMILTON)) SCRIM TO STOP WITH BAR EXPOSED 1" W O �liN I I % , / r , A o (0"PREFERRED) r,.... N AND FABRIC CONCEALED j VA = ._ ¢ PEN PAD CABLE TO TELLER PC y Z • ..� TERMINATE WALL BASE AT SIDE r o, TRACKS - / % w j ��/// U u-1°- 1 �� TELLER LINE METAL PANELlig IMI / CD [ ITI j/ J _ STRUCTURE WITH APPLIED VENEER /77 co �co co �ir� Et CC r FINISH PANEL Z Lu 0j % a o a j/� U TELLER SIDE LOBBY SIDE Ciii) 77 %/. 1 ..:( _ N �� B.O.UNIVERSAL R. _4_O. SCRIM HEAD PIN PAD I CARD SWIPE MOUNTING O 0 0 %'� P CONT.NEOPRENE GASKET A5.2.2 CV 3 - 1 -0 A5.2.2 33 - 1 -0 ARCHITECT/ ENGINEER OF RECORD 4 j //Z i AROUND OPENING ATM MANUFACTURERS iA CONT.SEALANT -P �% YNC W>d SIM. _ ADJUSTABLE PEDESTAL 1. - - / .....,. / TA.FOUNDATION L � �� 43- &-) SOFFIT FRAMING POCKET ABOVEPM � ..z.' 11, - -/ ��/� • �CONT.BLOCKING-2x IND.OR 18 GA. % //// 1 x _ %// T.O.INTERIOR SLAB rr / /- /1� AND CONC.WALK H.P. :____ I METAL MIN. AND CONC.WALK H.P. U'-0" DESIGN ...j p'-0' / ' SCRIM FABRIC AND JAMB TRACK BY / p p 11: MOTORIZI D SCRIM MFR. ' Q. Q M �-CONT.BLOCKINGArchitectural ISolutions Group I- •+ � , EXTRUDED ALUM.'L'TRIM MOLDING - � I /I 118"SEALANT GAP WITH BACKER ROD 12 E 4TH TREET UITE 115 AND LATEX SEALANT 19 0 S 3 S , S• ...//: .. 1 318" 1 314'7111111111111-"mill5/8" DO NOT PAINT JAMB TRACKS VANCOUVER, WA 98683 TELLER SIDE LOBBY SIDE These drawings and specifications are the confidential and proprietary property of JP Morgan Chase and shot not be copied or reproduced without written SECTION AT A H D 9 SECTION AT ATM T SOFFIT FRAMING POCKET ABOVE authorization. The contract documents were prepared t«use on this specific 1 O site in conjunction with its issue date and are not suitable for use on a different f.. site or at a later time. Line of these drawings t«reference or example on CONT.BLOCKING-2x WD.OR 18 GA. another project requires the services of property @censed architects and n _ r u 1 1 " = 1'- " �� I �I� METAL MIN. engineers. Reproduction o��m is tra;documents for reuse on another A5.2.2 1112 - 1 -a A5.2.2 12a ' SCRIM FABRIC AND JAMB TRACK BY I MOTORIZED SCRIM MFR. 2" Alf, ;,,r CONT.BLOCKING I� I Ill• I SEAL EXTRUDED ALUM.'L'TRIM MOLDING o �� 1/8"SEALANT GAP WITH BACKER ROD - / AND LATEX SEALANT 318"? - 1314" 1518" c KENNETH J. izt.DO NOT PAINT JAMB TRACKS M _ RACKE A TELLER SIDE LOBBY SIDE • 6 SCRIM JAMB AM S,WA License#5599 A5.2.2 3,t = 1 F-0" `��qi ��� i® 04/13/20 A5.2.2, A5.2.2 1 N 1� 2 KJM1256$ 0 ' IIIOl 'T A5.2. MILLWORKSTACKER A5.2.2 /`1- r \\ \ — - !' \ �V� /Al, AST -..1)) ® - MST i--i I--1 SOFFIT EXTENDS AT LINEAR IN. „ I l ir I RECESSED LIGHT FIXTURE PROTOTYPES I I l i1��� III I "'" I 1 L_J ISSUE DATE DESCRIPTION TELLER BRG INTERCOM I \5 RECESSED LIGHT FIXTURE �_J 1 ,11 .rJ_J �� SPEAKER 1lit, �� I.,. 1 J 4 L TELLER STATION 13 13 ROUTE CABLE ' SOFFIT EXTENDS AT LINEAR I- ' AS•2) I ',A5.2.2 ACROSS COUNTER I r-o" PROTOTYPES ti AND AROUND iv i STACKER TO BRUSH N ;` - GROMMET MERCHANT SERVICES \2 T-- - -,..":"..1r A5.2.2 , , -i- 1 C_I �'"Y IN PAD 1 CARD SWIPE AT PIN PAD!CARD SWIPE �- . TELLER STATION r'--� _ t '' n i BULLET RESISTANT GLAZING rTACKER SIDE OF AT PREFERRED RIGHT ,! - „;:::,, „„,......-.. :,_.,,11111:.,.... WHERE REQUIRED SUPPORTED SECURITY CAMERA BY 1'-0" 7' BULLET-RESISTANT GLAZING L �' hDA-COMPLIANT COUNTER SIDE OF CUSTOMER CABLE CONDUIT- AT WALLS OWNER'S SECURITY VENDOR WHERE REQUIRED SUPPORTED G ���-_v STACKER GROMMET ifig � 1 MIT SUBMISSION REFER TO SECTION 1` AT WALLS _' � �� -� _.... - 3-2 PER S sT 0 - - - 1« `-- --1,� ��� _it 44:31 3_32-020 20 90%SET r- I I DEAL TRAY AT B.R.G. ® 1 n / -� 3-20-20 PLANNING ' v 1 TELLER BRG INTERCOM u B' H u INSTALLATIONS T I COIN DISPENSER MICROPHONE I I `� PROJECT INFORMATION BLOCK a I I I I I SECURITY CAMERA BY I `�I�' �.�- �� i. JOB # JPM19010.0 ( • I_ J OWNER'S SECURITY VENDOR " I- , — DATE: 1/20/2020 - , (,� I� I f } -I 13 I -- 2'DIAM.PV000NDUITBY 1rli-1I . Q- �r Q , - I r I� I I STEELCASE MANUAL �2 3 N i DEAL TRAY AT B.R.G. cv )ti 2'-1'MAX _ I I 1'-0 31$ 1 G.C.FOR COIN DISPENSER 1 I I 1 I TRANSACTION MILLWORK r OR OTHER OVERHEAD EDGE OF TELLER COUNTER �", m CASH os INSTALLATIONS 1 % 1_{OBSTRUCTED Fflt'I_� I DOABLE TG CASH RECYCLEF I I J I I -- MILLWORK'STACKER' DRAWN BY: DA �EGURE WITH PERIMETER 1 l J lx z- i2 RECYCLER ��� F6RV7ARD1jEACi7 I C_-- �� �� a �� ST r- CHECKED BY: EC r? OBSTRUCTION STEELCASE MANUAL / I 1 SEALANT BEAD TO GYP.BD - 1. BULLET-RESISTANT PANEL rte) �,� BULLET-RESISTANT y,.� I - r-� TRANSACTION MILLWORK / - ---i- - I _ _ 11 J`1 EACH END a 5112" 3" 10112 j _ WHERE REQUIRED �-7 \� , BARRIER Bl 7 ®I ="„ I I I I " �`�--''�� I. + ti 1 1 J MODEL ,_ ' SECURITY MOTION SENSOR- j'si J ' ' ' ' - - OP NING IN MILLWORK III I ` ` III I 1 1 1'-9 .4' I-4718' 1'9 314' 1 - / I I 1 I III I I L- ' 1 518 1 518' lir! r m __ GROMMET w!DOUG MOCKET LI_J 1 a1 N;`ll AST . 11 _J `1 �``. t i -r-�r I 1Fiy4NL BY FURNITURE MFR. I I`� .v TELLER STATIO�V� Q m CEILING-OR WALL-MOUNT BULLET-RESISTANT PANEL 1 / 'BRKIT 1'WIRE MGMT.KIT 1 /I ,/ -F�-- 2'7"t(VERIFY WI MILLWORK OPENING) �, 1 I V^ I 1 1 1 a / L.,r�- T- --"r \r DRAWING STANDARDS v20.1 e WHERE REQUIRED L , r, I t z I l ` 0 2'-0' 2'1" / 1 I I 1 I N CAMERA AT 9'-0"AFF MAX. u _ _ ✓ 11 / w r 5 v~i / BULLET RESISTANT PANEL ^ _ I I I 1 ______ i i CAPTURING FRONT OF CR ��~�� '� - f l II 1------,._ -+ 41 f�,t w - / M r- I 1 L j r 1 I I ���Flr,rnr?� r-1 II e I = _ / �., Q WHERE REQUIRED L J -- L f 1� l a 1 +� - 1 tJ SHEET TITLE ���-( -II IYI , \. \ ,/ I ill 1 )I1 1IU c� c;,' Ei41----'1' / I-� J__, -1--- ---I— �NEAREST PERMITTED i�� Ia21 i t r 1 I = .., I u C 1-" C 1 r r 7 OBSRUCTION JJ� \ f - �� „t.\\ r, - M .n ----�� ELEC/DATA 15ECURI STEM`4' l 1 jtii ti `` I / �I j� I I �. - ELEC/DATA 15ECURITY SYSTEM JUNCTION BOXES WITH�LE-XIB y a r_ __ ' 1 ,� / 1 I `� I I I JUNCTION BOXES WITH FLEXIBLE �:' I �/ • �- __ I �-� I I � CONDUIT WHIPS TO JUNCTION INTERIOR X11 I / 1 1 PLAN GRAPHICS REPRESENT A COMPOSITE CONDUIT WHIPS TO JUN ION-- { , �---__ \\\ / I I 13 I 1 I 1 c? /, 4' ,• 2' OF THE FOOTPRINT AND CLEARANCE AREAS BOXES MOUNTED AS RE; IR���� �A _!r T ` / 1 I t- /, -- -- �� 1'-0' , F o• _ I —lal ;:::- BOXES MOUNTED AS REQUIRED -J DETAILS A - J 1 r, 1 L - - /. TO BACKSIDE OF TELLER LINETO BACKSDEOF TELLER EJ- i - -_ / I' I I -__�- OF THE TWO AVAILABLE PRODUCTS REFER i r� 2,-2” 2'-1. 1 , t !I / MILLWORK PANEL J - a - TO THE BANK EQUIPMENT SCHEDULE AND MILLWORK PANEL -•-.,,,,,,_ ✓„ , ^I. A I �+, t i I I •- _=, (it~~i REN PAD 1 CARD SWIPE AT PIN PAD 1 CARD SWIPE MANUFACTURER'S INSTALLATION MANUALS ��f____%:j �� ` ° 1_ -._.-4(° �J h II I 2'-14114" 6112' Y SACKER SIDE OF AST-AT AT PREFERRED RIGHT FOR MODEL-SPECIFIC CLEARANCE �' -L. - ' - - - - - - - - - - - - - - - - I :LI_ J` f PROJECTS WITHOUT BR SIDE OF CUSTOMER-- `_J �T GRO�IMEr ARRIER,ROUTE PIN PAD STACKER GROMMETSHEET NUMBER REQUIREMENTS B��-- -_-� �� �aP� iACROUSSCOUNTEf2TO CASHRECYCLER- CASH RECYCLER= ---- TELLEIDE STRIP GROMMET 5 SAMPLE RENDERINGS 4 CLEARANCES AND CONNECTIONS 3 SECTION AT AST 2 SECTION AT MST 1 PIN PAD I CARD SWIPE POSITION A5.2.2 N.T.S A5.2.2 3/8" = 1'-0" A5.2.2 3/4" = 1'-0" A5.2.2 3/4" = 1'-0" A5.2.2 112" = 1'-0" • • CUSTOM CABINET NOTES il SUBMIT SHOP DRAWINGS AND MATERIALS TO ARCHITECT OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION REFER TO INTERIOR FINISH MATERIALS SCHEDULE FOR LAMINATE SPECIFICATIONS IMII MIL-1 CABINET TOP 1 BOTTOM/SIDE PANEL:314"PLASTIC LAMINATE MDF ALL EXPOSED SURFACES-INTERIOR SURFACES WHITE MELAMINE MIL-2 CABINET DOOR:314"PLASTIC LAMINATE MDF ALL 6 FACES MIL-3 ADJUSTABLE SHELF:314"PLASTIC LAMINATE MDF ALL 6 FACES-PROVIDE FOUR 5MM NICKEL-PLATED SPOON-SHAPED PINS EACH SHELF-DRILL 5MM HOLES IN CABINET SIDE PANELS AS NOTED MIL-4 CABINET BACK: 1/4"PLASTIC LAMINATE MDF EXPOSED FACEIn DIGITAL DISPLAY & ARTWORK CREDENZA & ARTWORK MIL-5 SURFACE MOUNT ELECTRICAL 1 DATA RACEWAY 6'-0"MIN.TO15'-0"MAX. >10'-0"TO 15'-0"MAX. �� 6'-0'MIN.TO 10'-0' j MIL-6 WIRE PULL >10'-0"TO 15'-0"MAX. y 6'-0'MIN-10'-0"MAX 1,- EQ EQ , , EQ EQ EQ EQ • r MIL-7 LIGHT VALENCE:3/4"PLASTIC LAMINATE MDF EXPOSED FACES 6" 1.6" 16' 6" 6" 4. WALL AND 6' , 6" WALL,DISPLAY 6" 6" WALL AND 6' , MI MIN MI MI1 MII I FURNITURE 1MI tJ MI� I FURNITURE MI 'MI I I I FURNITURE 1MIF1 MIL-8 CONTINUOUS WOOD CLEAT:SIZE AS REQUIRED-PAINT TO MATCH ADJACENT z .L zz WALL SURFACE r 11 — L _ r CLEAR WALL AREA FOR '1' I 1 CLEAR WALL AREA FOR 4� r — — + 1 CLEAR WALL AREA FORQD r + 1 CLEAR WALL AREA FOR + T — 1 CLEAR WALL AREA FOR MIL-9 WOOD BLOCKING AS REQUIRED ARTWORK ARTWORK ARTWORK I I ARTWORK I ARTWORK PT-311) I (PT-311) I PT-560) I ii (PT11 I I I PT-311) t� MIL-10 COUNTER TOP:REFER TO INTERIOR FINISH MATERIALS SCHEDULE I I !114"OPEN CONDUIT TO I I I 114"OPEN CONDUIT TO I DIGITAL DISPLAY IN-WALL BOX I DIGITAL DISPLAY IN-WALL BOX MIL-11 COUNTER SPLASH:MATCH COUNTER TOP MATERIAL 1 I I I I 1B"x18"x314"PLYWOOD I I 18"x 18"x3/4"PLYWOOD I I BACKING DRYWALL I BACKING DRYWALL MIL-12 COUNTER APRON: MATCH COUNTER TOP MATERIAL I I I RECESSED DUPLEX OUTLET I II-8' 1. RECESSED DUPLEX OUTLET MIL-13 DRAWER BACK 1 SIDE/SUB-FRONT: 112"WHITE MELAMINE MDF 0 I- - - - L -- — 1 I I r —I I WALL MOUNTED BRACKET L I I 1 I WALL MOUNTED BRACKET MIL-14 DRAWER BOTTOM: 1/4"WHITE MELAMINE MDF 0 I I Z w I r _ - I 3 GANG BACK BOX Z_ \ I- eiII 1 GANG BACK BOX MIL-15 DRAWER SLIDE:FULL-EXTENSION BALL-BEARING wI I a m ' I � DIGITAL DISPLAY, MIL-16 COUNTER EDGE SUPPORT:CONT.STEEL ANGLE BOLTED TO SOLID WOOD Ce DIGITAL DISPLAY, DIGITAL DISPLAY, o o �, I DIGITAL DISPLAY, o ", MOUNTED ON WALL I MOUNTED ON WALL I �o o Y i + U i MOUNTED ON WALL E.9.-1 �i� + MOUNTED ON WALL BLOCKING CONCEALED WITHIN WALLS-RE-PRIME FOLLOWING INSTALLATION I I r 1 — I — I MIL-17 SCHEDULED LIGHT FIXTURE I— — _ _ JJ I Fqm i ly F4zoi l i el F40o I�o MIL-18 TOE-KICK: 1/2"MINIMUM PLASTIC LAMINATE MDF-COLOR AND PATTERN TO MATCH r — T I I Ir, I -ll Ii. Ir, I J rosy IL . 0 CABINET PANELS � 1, N L1 1, �� a N �I ---- I, - •o MIL-19 ELECTRICAL 1 DATA ROUGH IN AND COVER PLATE L J L J I M Cr 4' I 4 A' En Cr 1 MIL-20 SINK APRON:314"PLASTIC LAMINATE MDF r l�� "o _ co _ m CJ z z ( c13-2 ) (CIT-2 ) " ( CR-2 j MIL-21 COUNTER EQUIPMENT SUPPORT: 1 1/2"x 1 1/2"x 1/4"STEEL ANGLE BOLTED TO m z ,, o CABINET BACK, SIDES AND APRON-PRIME AND PAINT TO MATCH CABINET CO ILI N Z-N I I 4 I 47 ''.- 1 z-, &} COLOR pm 1 \ ' ' ' MIL-22 GROMMET: MOCKET#BRKIT 12"BLACK LINEAR BRUSH GROMMET >101-0"TO 15'-0" MAX. 6'-0" MIN. TO 10'-0" 6'-0" MIN. TO 15'-0" MAX. >10'-0"TO 151-0" MAX. 6'-0" MIN.TO 10'-0" MIL-23 GROMMET: MOCKET#BG 1 112"ROUND BLACK PLASTIC GROMMET Apt° 1.111 Ce MIL-24 COUNTER SUPPORT:3/4"THICK PLASTIC LAMINATE MDF PANEL MATCHING INTERIOR ELEVATIONS - INTERIOR ELEVATIONS COUNTER DEPTH-QUANTITY AND POSITIONS AS REQUIRED TO ENSURE MAX. IL amW >- SEPARATE COMPONENTS 11 DIGITAL & ART ABOVE CREDENZA CABNTEROPBOTI0N0FDEDOO68 RPANELOVER ') M 12 MIL-25 CABINET TOP/BOTTOM/SIDE/DOOR PANEL:3/4"PLASTIC LAMINATE MDF ALL 0 4 mi w W N SURFACES EXPOSED TO VIEW, INCLUDING INTERIOR-REFER TO INTERIOR FINISH O 1.L N A5.3.1 3/8" = 1'-0" A5.3.1 318" = 1'-0" Q SCHEDULE FOR LAMINATE SPECIFICATION MIL-26 SOLID SURFACE COUNTER:2" BUILT-UP FRONT EDGES,OPENINGS,AND VERTICALQ13. ti (1% PANELS,ALL CONTACT EDGES EASED-REFER TO INTERIOR FINISH SCHEDULEC11:11 3 .11 Ce FOR MATERIAL SPECIFICATION MIL-27 REFUSE CAN TRAY,36-QT PLASTIC CAN,AND DRAWER GLIDES ATTACHED TO \ ) Z 0 0 0 CABINET BOTTOM AND DRAWER PANELS MIL-9 V-4"V-4" N 4tW V Q ' MIL-28 OPEN COUNTER SUPPORT BRACKET:CENTERLINE BRACKETS#CSA-004-20,2Q COLOR WHITE-24"MAX.0.C.-CUT MINIMAL OPENING IN WALL FINISH AS REQD, c/ - ° ` LAG SCREW TO WALL STUDS OR BLOCKING-PATCH WALL FINISH OPENING ;I- ), CI. ILI 4 .41( MIL-29 ELECTRICAL I DATA OUTLETS:COORD.WITH ELECTRICIAN TO PROVIDE MUD RING to MOOF SUFFICIENT DEPTH TO REACH CABINET BACK-INSTALL OVER PLATES OVER CABINET BACK Q 1 Z v) 2 1 _ T-0314' I 3 114" MIL-30 CONTINUOUS COUNTER UNDERLAYMENT:3!4"PLYWOOD-PROVIDE WHITE Z Q 0 11 O ADJUST CABINET HEIGHTI POSITION I PLASTIC LAMINATE FACE AT UNDERSIDE OF OPEN COUNTER SECTIONS MIL-9 READ- MAINTAIN REQUIRED CL \ POL.CHROME MIL-31 STOP: 1/2"x 3/4"EASED EDGE PAINT GRADE-WOOD CLEARANCEE S TO FINISH CEILING o HANG RODW - 1L3 AND FIXTURES MIL-32 CABINET PULL:AMEROCK#BP55364G10'RIVA'IN SATIN NICKEL,3"CTC lig Csi PROVIDE ONLY LOWER r ADJUST CABINET HEIGHT!POSITION / s MIL-25 SHELF AND ROD WITHOUT q MIL-33 HARDWOOD FIN: 1"x 3112"AND 2"x 9 114"SOLID AND VENEER NATURAL RED OAK fn Zini MIL-9 AS READ.TO MAINTAIN REQUIRED I X - ® ,' DIVIDER WHERE SHELF WIDTH IS 30" N FOR STAIN AND CLEAR FINISH-REFER TO FINISH MATERIALS SCHEDULE-MITER a CLEARANCES TO FINISH CEILING CORNERS OF ASSEMBLIES TO CONCEAL JOINTS MN I MIL$ AND FIXTURESI \_ MIL-26 4"2-7v,, 1'-2112" 314` MIL-34 PAINTED CABINET BACK: 1/2"MDF FOR PAINT FINISH-REFER TO FINISH MATERIAL U)`� ��-.� z_.. I 1'3518' 1 A / -- - : I• ,r• SHEDULE FOR PAINT SPECIFICATIONS 0 X ® `� 1`2" — T — — MIL-35 FIN PLINTH: SOLID RED OAK FOR STAIN AND CLEAR FINISH PER MATERIALS FINISH \ \ SCHEDULE-APPLY FACE BOARD WITH MINIMAL FINISH NAILS TO FACILITATE 1'-2• , 2• �f 10• 2• -r - - - - - - — I _ r 2" 10" — 2" , ------_,:,---,=== I „ M REPLACEMENT r, 9r `� ' Z ® I �� `� MIL-36 SACRIFICIAL BASE: 112"x 4"SOLID RED OAK FOR STAIN AND CLEAR FINISH-APPLY ® # o ® II "' WITH MINIMAL FINISH NAILS TO FACILITATE REPLACEMENT -= ___ rl . 4 ° • ° w I I Z \ \ MIL-37 REFUSE OPENING:4"DIAM. HOLE WITH 2"BUILT-UP EASED EDGE ARCHITECT/ ENGINEER OF RECORD 1'351$' v_ J `" Hh o u_ a ° ° Mo I ° 0 1� I MIL-281 ¢o MIL-38 FACE-FRAME CABINET SIDE PANEL:EXTENDED 314"PLASTIC LAMINATE MDF tr. u_ <o M CABINET SIDE PANEL AND FACE ALIGNED WITH HARDWOOD FIN ABOVE Pmw `° ° ° ° w ,-o MIL-39 FIXED DRAWER SHELF: PLASTIC LAMINATE w j o o ° ¢ CI A I. r w' ® 0 FORE HEOF QTY.LEV. ° INT. EH DESIGN o ADD ADJUSTABLE 0 0 COORD.W/ ..-1L ° SHELF FOR EACH MIL-6 ACCESSIBILITY MIL-6 Architectural ▪ FULL 10"OF CABINE-1 ° _ REQUIREMENTS HEIGHT(40" TALL= Solutions Group 3 SHELVES) a RABBET JOINT a 7-RABBET JOINT `� _ CM - _ - 19120 SE 34TH STREET, SUITE 115 MIL-1 I/ : ill w tin 12 NOT USED A5.4.1 3"=1'-0 U- 0 ILI Ce ILI ce EL SPACE BETWEEN FURNITURE&WALL REQUIRED ONLY WHERE WINDOW SILL IS LOWER THAN TABLE HEIGHT TO PROVIDE ROOM FOR WINDOW SHADE STOREFRONT GLAZING 15 SYSTEM 1111. - 4111 I i3I SEALANT FRY REGLET DRML"L" CO ILI TRIM MOLDING PRE-FIN. Silk WHITE 1� _ Ir.�s.t .. -` ,- - :� "1 - ' W Im I WALL FRAMING 1 yCIFURRING AS REQD. -s a:- Hoill9ti . 1M W 5/8"GYP.BD. WALL FINISH r I a. 1.- LU 518"PLYWOOD s' W 0 J C N u� N FURNITURE - - a 4 - LL WD-502 I ,F 0 0 a FINISH NAILS AS READ, 1'; I . . \ �/_ COUNTERSUNK,FILLED, ;''' 1' OD CI a v:J J i AND FINISHED � O CI o o = . 11 BOOTH DETAIL AT STOREFRONT (PLAN VIEW) 10 NOT USED 9 NOT USED 8 NOT USED W o ❑ 3"=1'-0 3"=1'-0 3"=1'-0 � N � A5.4.1 3" = 1#-0" A5.4.1 A5.4.1 A5.4.1 Q am Way USG 3-SIDED EXTRUDED > ♦ - ALUMINUM SHADE POCKET /.•• TRADE ALLOWABLE OWABLE LENGT}{ WITH GYP.BD.FLANGE SIZE EMT IMC OR RMC 7 0 0 REMOVED NOTES: SEISMIC JOINT CLIP Z 0 1/2" 3'-10" 4'-4" HILT! CEILING CLIP ANGLE W/ 5/16" MI r SOFFIT FRAMING AS READ. r. EXISTING EXTERIOR WALL 1. BRACING WIRES SECURED TO MAIN RUNNERS WITHIN 2" OF THE CROSS RUNNER 3/4" 5'-2" 5'-7" EYELET. ATTACHED TO STRUCTUREILI INTERSECTION AND SPLAYED 90' FROM EA, OTHER AT AN ANGLE NOT EXCEEDING 45' ����,..„...1.16._ ,• •• 1" 6`-6" 7' 0" ABOVE PER MANUFACTURER N FROM THE PLANE OF THE CEILING AND LOCATED 12' O" ON CENTER BOTH WAYS 1 1/4" 8'-6" 9'-p" RECOMMENDATIONS Cn Z lig �"`�! STARTING 6' FROM TWO ADJACENT WALLS. CROSS TEE MAIN BEAM 1 1/2" 9'-10" 10'-5" 2. FOR ROOMS WITH SPAN IN EITHER DIRECTION LESS THAN 25', MAIN RUNNERS AND � '• 1- #12 GA. BLACK #12 WIRE W/ 3 FULL TURNS a CROSS RUNNERS MAY BE ATTACHED TO THE PERIMETER OF TWO ADJACENT WALLS \ 2- 120A. BLACK 2" - 13'-2" WITHIN 3" OR LESS AT TOP AND # SAFETY WIRE ATTACHED T BOTTOM ATTACHMENT POINTS. 1 WITH 3/8" CLEARANCE BETWEEN THE RUNNERS AND THE OTHER TWO WALLS. WHERE • SAFETY WIRE FROM TO OE CORNERS ' " SPAN OF THE CEILING SYSTEM BETWEEN PERIMETER WALLS EXCEED 25' IN BOTH CROSS TEE DIAGONAL CORNERS ALONG FIXTURE'S SPACE AT 4'-0" O.C. ALONG I CO t' s - TO STRUCTURE ABOVE. DIAGONAL EACH MAIN RUNNER 44=0DIRECTIONS, A MINIMUM WALL ANGLE SIZE OF AT LEAST 2" HORIZONTAL LEG SHALL BE I. N �- L HEIGHT PARTITION. THE FIRST TILE USED AT PERIMETER WALLS AND INTERIOR FULL CROSS TEE. (111) o '�� .HEAD SURFACE. IMC EXPANSION JONr CLP NSTALLFD (E1 wDw SHALL BE 3/4" CLEAR FROM WALL Vis? a�. I w.---•--'-'"-."+'Me--A0-E�: ,•' •t .•.•= r rr r, 1 A. -'_ #g" ' 3. WHEN THE DISTANCE BETWEEN THE STRUCTURAL DECK AND THE CEILING EXCEEDS 4', #8 SELF TAPPING SCREWS 1 ` • SCHEDULED WOOD THE SPACING OF THE VERTICAL HANGERS SHALL NOT EXCEED 2' O.C. ALONG THE MAIN OR CROSS TEE. TO ALL 4 CORNERS (TYP.) LOBBY CEILING RN. 1 8" .0 PLANK FINISH ENTIRE LENGTH OF THE MEANS OF EGRESS SERVICING AN OCCUPANT LOAD OF 30 OR +g_8" .-4 4 i„ MORE. AND AT LOBBIES ACCESSORY TO GROUP A OCCUPANCIES. NOTE: :;iI 518"PLYWOOD 4. LATERAL FORCE-BRACING MEMBERS FOR SUSPENDED CEILINGS SHALL BE A MINIMUM SCREWS #1 & #2 BOOTH CEILING FIN. _ .::..,--..', .r:..:>,"� 5" SUSPENDED CEILING TILE. ARCHITECT/ ENGINEER OF RECORD . ;. 5/8"x 1 112"WOOD TRIM TO OF 6" FROM ALL HORIZONTAL PIPING OR DUCT WORK NOT PROVIDED WITH BRACING ARE TIGHT SCREWS +9'-6" - LIGHT FIXTURE OR AIR TERMINAL. � `' " '-�-" '��� MATCH ADJACENT WOOD RESTRAINTS FOR HORIZONTAL FORCES. BRACING WIRES SHALL BE ATTACHED TO THE #3 & #4 ARE LOOSE •� I SPECiES,GRAIN AND F1N15H i GRID AND STRUCTURE AND SHALL SUPPORT A DESIGN LOAD THE GREATER OF 200 'ti (INSTALLATION SIMILAR FOR BOTH.) �/ MAIN TEE. SCHEDULED SUSPENDED 3" I, POUNDS OR THE ACTUAL LOAD, WITH A SAFETY FACTOR OF 2. p-°. CEILING SYSTEM �1 SEALANT 5. SUSPENDED CEILING SHALL COMPLY WITH SECTION $03.9 AND 80$ AND ••! # ;� UG T FD(TURE OR IEECHANCAL CELNG ORD SYSTEM ATTACF IM�YT (2016CBC) • 5!8"GYP.BD.SOFFIT FlNiSH WD 502 ASCE 7-10 SECTION 13.5.6. , :•a� PM��. SERVICE ATTACHAENT I. 5/8"PLYWOOD 6, LATERAL BRACING FOR SUSPENDED CEILING MUST BE PROVIDED. WHERE THE CEILING IS _-�.� / OVER FRAMING AS REQD. NOT SUPPORTING INTERIOR PARTITIONS, CEILING BRACING SHALL BE PROVIDED BY INDEXING NIB \\ 100 i L FOUR NO. 12 GAUGE WIRES SECURED TO THE MAIN RUNNER WITHIN 2 INCHES OF THE It i :j 7 SOFFIT AT BOOTH CEILING 6 BOOTH DEILING AT STOREFRONT CROSS RUNNER INTERSECTION AND SPLAYED 90 DEGREES FROM EACH OTHER AT AN i` DESIGN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF CEILING, A STRUT " (ADEQUATE TO RESIST VERTICAL COMPONENT FROM LATERAL LOADS) FASTENED TO /8�' i 4 A5.4.1 3" = 1,-0" A5.4. 3" = 1' 0" MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS WALLED MAN BEAM sElsllIC DONT CUPA r c h i t e c t u r a OF ROOF OR FLOOR ABOVE. THESE HORIZONTAL RESTAINT POINTS SHALL BE PLACED Solutions Group 12 FT, ON CENTER IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6 FT. (PER I ASTM E580 SECTION 5.2,8.2) OF TWO ADJACENT WALLS. ATTACHMENT OF THE DETAL AT ATTACI-®WALL t RESTRAINT IRES TO THE IMPOSED. OTHERWISEE, PROVIDE UATSTTRUCE BTU STOVE RUCTURAL BEHALL ADEQUATE FOR THE LOAD PERIMETER SUPPORT WIRE • 19120 SE 34TH STREET, SUITE 115 1 i 7. IN LIEU OF A 2" WALL ANGLE USE ARMSTRONG CEILING FRAMING SYSTEM PER ICC-ES VANCOUVER, WA 98683 REPORT E08, ICC-ES APPROVED HEAVY DUTY GRID, PRELUDE XL GRID NOTES: _ INSTALLED PER REPORT FOR SEISMIC CATEGORY D. E AND F.• These drawings andspecificaYansarethecontideniialandproprietarypropety • USE 7S/RI-3"13W ALL ANGLE. 1, GRID SYSTEM TO BE HEAVY DUTY T-BAR. of JP Morgan Chase and shall not be copied or reproduced without written • SERC-2 CLIPS INSTALLED ON THE TWO ADJACENT WALLS WHERE THE RUNNERS outho zahon. The cono-oct documents wee pepared for use on+his specaic • . - ' . \ 2. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END x site in conjunction with its issue date and ore not suitable t«use on a different CEILING TRAY FINISH MUST BE FIXED, ARE ATTACHED TO THE RUNNER BY A SHEET METAL SCREW �( site or at a later time. Use of these drawings for reference or example on \ \ ' S_ THROUGH THE HORIZONTAL SLOT OR FIXED HOLE IN THE CLIP INTO THE WEB OF OF THE CEILING GRID SHALL BE ATTACHED TO THE another project reduces the service, of properly ricensed architect, and +10-0" THE RUNNER. BERC-2 CLIPS INSTALLED ON OPPOSITE WALLS WHERE THE CLOSING ANGLE. THE OTHER END SHALL HAVE A 0.75" engineers. Reproduction of the contract documents for reuse on another SUSPENDED CEILING ---"--‘: 1/8"SECURITY MESH MOUNT RUNNERS MUST NOT BE FIXED TO THE CLIPS MUST ALLOW THE TERMINAL RUNNER CLEARANCE FROM THE WALL. 0 projectisnotouthozed. ��. FRAMING SYSTEM TO U/S.OF 2NI}FLOOR END TO MOVE 3/4 INCH,• M I n STRUCTURE FOLLOW ICC APPROVED ESR-1308 FOR INSTALLATION DETAILS. 3. ENDS OF MAIN RUNNERS AND CROSS RUNNERS SHALL BE 6'-Q Mx 12 -O 6'-0" Mx �y; �, TRAY5/8GYP.BD.CEILING 9. PROVIDE SEISMIC SEPARATION FOR CEILING OVER 2500 SF PER ASCE 7-10 SECTION TIED TOGETHER TO PREVENT THEIR SPREADING / / / \ " - AND SOFFIT FINISHSEAL �'•;;,.': 13.5.6. 4, THE SUSPENDED CEILING SYSTEM SHALL BE DESIGNED AND \ ��A 10. PROVIDE HOLD DOWN CUPS (2) PER CROSS TEE LESS THAN 1 LB PER S,E. ,��y INSTALLED IN ACCORDANCE WITH ASTM C635, ASTM C636, ASTM EDA n l I E580 AND MANUFACTURER SPECIFICATIONS AND INSTALLATION �� RCj�� (' ,>.�SUSPENDED CEILING SYSTEM INSTRUCTIONS. \ � KENNETH J. •>*��e>�`�2>>'�'>>�`e°+>`�e�>>„'>`���+] > >�� • ° CEILING FINISH 3 518"MTL STUDS AT 16"O.C.SEE GENERAL NOTES: 0 MC RACKS T J STRUCTURAL DWGS, +9'-6" 1. CEILING AREA GREATER THAN 1,000 SF. MUST HAVE LATERAL FORCE BRACING BY USE 10d NAIL TO FASTENER FOR. 8" : i,=r, - " . • 1 5/8'GYP.BD. MEANS OF WIRE OR RIGID BRACING � • �' I WOOD APPLICATION. (TYPICAL). 2. MAIN BEAMS & CROSS TEES MUST BE SUPPORTED WITHIN 8" OF EACH WALL WI 12 GA. SEE DETAIL A FORM MORE INFORMATION. " AM S, WA SCHEDULED CEILING WIRE OR APPROVED WALL SUPPORT, 4'-O" , License#5599 FASCIA 3. A STRUT IS TO BE ATTACHED TO THE SUSPENSION SYSTEM & TO THE / / a v�i/ �0 \--SOFFIT FRAMING AS STRUCTURE ABOVE AT EACH BRACING, BOTTOM CHORD OF EXISTING ., - T(' REQD. 4. RIGID BRACING MAY BE USED INSTEAD OF DIAGONAL SPLAY WIRES, RIGID WOOD TRUSS. iv /c OF Q� BRACING MUST LIMIT CEILING MOVEMENT TO LESS THAN 1/4" AT THE POINT OF SCHEDULED ACT ATTACHMENT (SPLAY WIRE BRACING IS CLUSTERS OF 4 WIRES ATTACHED TO THE MAIN 04/13/20 BEAM WITHIN 2" OF A CROSS TEE INTERSECTION). " 5 CEILING LIGHT COVE ENTRY S0FFIT 5. HORIZONTAL RESTRAINT POINTS ARE TO BE LOCATED NO MORE THAN 12' ON CENTER IN - 4 (E GA.� WIRES 90' KJM/2568 EACH DIRECTION, & THE FIRST POINT WITHIN 6'-0" OF EACH WALL TO EACH TWIR6. ATTACHMENT OF THE BRACING WIRES TO THE MAIN BEAM & THE STRUCTURE 45' TO PLANE OF A5.4.1 3' - 1'-Orr ED 1 1/2" = 1'-0" SHOULD SUPPORT THE GREATER OF 200 POUNDS OR THE ACTUAL DESIGN LOAD WI A SAFE FACTOR OF 2. CEILING 7. HEAVY-DUTY GRID SYSTEM REQUIRED 8. GRID MUST BE ATTACHED TO 2 ADJACENT WALLS. USE BERC-2 CLIPS WITH SHEET SUSP. ACOUSTICAL X �i ( ISSUE DATE DESCRIPTION • METAL SCREW THROUGH THE HORIZONTAL SLOT OR FIXED HOLE IN THE CLIP. CLIPS TILE INSTALLED ON OPPOSITE WALLS WHERE RUNNERS MUST NOT BE FIXED TO THE CLIPS MAINT-BAR RUNNER x MUST ALLOW 3/4" MOVEMENT, 4 - BLOCKING AS REQUIRED AT 9. CEILINGS OVER 2,500 SF MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT 3/4" CLEAR MIN, SEE NOTE ABOVE. ! PARTITIONS. g ROOF STRUCTURE, SEE 10. CEILINGS WITHOUT RIGID BRACING MUST HAVE A 2" OVERSIZED TRIM RING FOR 2" X 2" ANGLE MOLDING- USG OR Q STRUCTURAL DRAWINGS SPRINKLERS & OTHER PENETRATION. EQUAL TO BE FASTENED WITH 14D WOOD "I X .-. I I.-. 11, CHANGES IN THE CEILING PLANE MUST HAVE POSITIVE BRACING. SCREWS CP 16" O.C. \++ -F:1\1 - - 12. CABLE TRAYS & ELECTRICAL CONDUITS MUST BE INDEPENDENTLY SUPPORTED USE ARMSTRONG BERC 2 CLIPS AS ALT. & BRACED. 13, IF PARTITIONS ARE ATTACHED TO THE SUSPENDED CEILING SYSTEM, THEY 2X BLOCKING AT CEILING '# MUST BE LATERALLY BRACED TO THE BUILDING STRUCTURE, TYPICAL INTERIOR PARTITION WALL CEILING PLAN 14. VERTICAL HANGER WIRES ARE TO BE: 14.1 NOT MORE THAN 4' ON CENTER fr \ 14.2 MUST PLUMP WITHIN 1 IN 6 SPRING VERTICAL • VERTICAL COMPRESSION STRUT I- • 14.3 TIED WITH THREE TURNS IN 3" OR LESS, 4-13-20 PERMIT SUBMISSION 14.4 MINIMUM 12 GAUGE GALVANIZED SOFT - ANNEALED, MILD STEEL WIRE. _SLIP _ HANGER_ ..__ - 15, PENDANT MOUNTED FIXTURES MUST BE SUPPORTED FROM THE STRUCTURE WITH NO INSERTS ',WIRE LATERAL WIRE BRACING 4-3-20 90%SET SEE STRUCTURAL LESS THAN 9 GAUGE WIRE. IN HOLE ADJACENT STRUCTURE DRAWINGS FOR THEY MAY NOT USE THE CEILING SUSPENSION FOR SUPPORT. • N POST __ TO POST NOTE: 12 GA. VERTICAL WIRES SHALL BE USED AT 3-20-20 PLANNING DETAIL ATTACHMENTS 16. LIGHT FIXTURES MUST BE POSITIVELY ATTACHED TO THE SUSPENDED SYSTEM. _ 48" O.C. PERIMETER HANGARS SHALL BE 8" MAX. PROJECT INFORMATION BLOCK ATTACHED DEVICE MUST BE ABLE TO WITHSTAND 100 OF THE FIXTURE #12 WIRE SECURED FROM WALL AND NOT MORE THAN 1 IN 6 OUT OF MTL. STUDS ATTACHED TO I + \\ WEIGHT, TO STRUCTURE PLUMB. JOB # JPM19010.0 WALL AND CEILING I 17. IF THE LIGHT FIXTURE IS 56 POUNDS OR LESS, MUST HAVE TWO 12-GA. DATE: 1/20/2020 STRUCTURE, SEE + + WIRES ATTACHED AT DIAGONAL CORNERS, IF MORE THAN 56 POUNDS MUST 45' OR LESS 45' OR LESS NOTES: BE INDEPENDENTLY SUPPORTED FROM THE BUILDING STRUCTURE. DRAWN BY: DA STRUCTURAL DRAWINGS , FINISH NAILS A5 REQD, i SPLAY WIRE BRA(,IIyG _zyy. .1,��1,5' OR LESS 1. ACOUSTICAL TILE OR LAY-IN PANEL CEILINGS IN SEISMIC CHECKED BY: EC -II �., : s Ref., ASTM E-580, SECTION 5.2,8.2 - 5.2.8,3 -` +�7 DESIGN CATEGORIES D SHALL BE DESIGNED AND INSTALLED COUNTERSUNK,FILLED, . > 45' OR LE5 i AND FINISHED ,Ij• I :, '� i� IN ACCORDANCE WITH ASTM C635, ASTM C636, AND ASTM ..,. IL .ii- Lateral Force Bracing MODEL Where substantiating design calculations are not provided, horizontal E580, AND MANUFACTURER SPECIFICATIONS AND FURRINGASREQD. - MAIN TEE INSTALLATION INSTRUCTIONS. „ .► restraints shall be effected by four No. 12 gage Wires secured to the main •-CROSS TEE DRAWING STANDARDS v20. 1 ® ..,v._. .,._ runners Within 2 inches of the cross runner intersection and splayed 90 degrees VERTICAL COMPRESSION STRUT 5/8'PLYWOOII'D I; SEE RCP PLAN - , . ." : .,.•.,: 2. ACOUSTICAL TILE OR LAY-IN PANEL CEILINGS SHALL ALSO it \ } from each other at an angle not exceeding 45 degrees from the plane of the LATERAL FORCE BRACING: INSTALL - u (MAX- HEIGHT) COMPLY WITH THE FOLLOWING: ji ! ceiling, A strut fastened to the main runner shall be extended to and fastened BOLT TO SECURE ONE TUBE TO WD-502 _ - VSA 18 30 18"-30" SHEET TITLE j- to the structural members supporting the roof or floor above. The strut shall be / THE OTHER. TUBES SHALL LAP TO FURNITURE \ !, SCHEDULED FINISH CEILING BOXED HEADER, S.S.D. adequate to resist the vertical component induced by the bracing wires. These VSA 30/48 30" TO 48" THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE horizontal restraint points shall be placed 12 feet on center in both directions VSA 48/84 48" TO 84" ONE ANOTHER AT LEAST 4" IN OR CHANNEL SHALL BE NOT LESS THAN 2.0 W. (50 MM). �.. = 5/8"GYP. BD. EACH SIDE - VSA 84/102 84" TO 102" FULLY EXTENDED POSITION W : With the first point Within 6 feet from each Wall, Attachment of the restraint WHERE PERIMETER SUPPORTING CLIPS ARE USED, THEY SHALL VSA 102/120 102" TO 120" BE QUALIFIED IN ACCORDANCE WITH APPROVED TEST CRITERIA. CEILING wALLFRAMINGA5 '� Wires to the structure above shall be adequate for the load imposed. Laferol VSA 120/144 120" TO 144" COMPRESSION STRUT W/ LATERAL } force bracing members shall be spaced a minimum of 6 inches from all BRACING @ 12'-O" MAX. EA. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF REQD. Y; �,SEE RCP PLAN THE CEILING GRID SHALL BE ATTACHED TO THE CLOSURE �-'- "' horizontal piping or duct Work that is not provided With bracing restraints for DIRECTION & 6'-0" MAX. FROM DETAILS ,' horizontal forces, Bracingwires shall be attached to thegrid and to the ANGLE OR CHANNEL. THE OTHER END IN EACH HORIZONTAL 5/8"GYP.ED. M PANEL SYSTEM, ATTACHMENT r'I In w PERIMETER WALLS LJ-1- structure in such a manner that they can support a design load of not less DIRECTION SHALL HAVE A 0.75 IN. (19 MM) CLEARANCE FROM WALL FINISH • PER MANUFACTURER, SEE lnL �n1 ''` II I than 250 pounds or two times the actual design load, with ever is greater. THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON 13/A5.2.] `II II A CLOSURE ANGLE OR CHANNEL. ..> 5114... I �" l L SHEET NUMBER SUSP. CLNG. DETAILS FOR 3 DETAIL AT BOOTH (PLAN VIEW) 2 TYP. SOFFIT DETAILS 1 SEISMIC CATEGORY D, E & F (PER ESR-1222) A5.4.1 3r = 1'-0" A5.4.1 1 112" = l'-O" A5.4.1 1rr=1'-o 1. THIS BUILDING HAS BEEN DESIGNED TO SUSTAIN, WITHIN THE LIMITATIONS SPECIFIED IN 1. DETAILS AND DIMENSIONS OF CONSTRUCTION SHALL BE VERIFIED AT THE SITE BY THE STANDARD NOTES AND DETAILS 1. THE SOILS REPORT 1 IN ITS ENTIRELY SHALL BE INCLUDED AS PART OF THE THE 2019 OREGON STRUC. SPECIATY CODE (OSSC), ALL DEAD LOADS AND OTHER CONTRACTOR AND ANY DISCREPANCY BETWEEN THE PLANS AND THE INTENT OF THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR READING AND APPLICABLE LOADS SPECIFIED IN CHAPTER 16 OR ELSEWHERE IN THE CODE. 1. THIS SECTION APPLIES TO THE STRUCTURAL PORTIONS OF THE PROJECT REQUIRING YES N/A PROJECT SHALL BE PROMPTLY REPORTED TO THE ENGINEER BEFORE CONSTRUCTION 51.1 STANDARD NOTES AND DETAILS _ UNDERSTANDING ALL OF THE SOILS REPORTS RECOMMENDATIONS. ALL OF THE SOILS51.2 STANDARD NOTES AND DETAILS REPORTS RECOMMENDATIONS MUST BE FOLLOWED. FOR RECOMMENDED SOIL 2. ALL ALLOWABLE STRESSES AND SOIL-BEARING VALUES SPECIFIED IN THE CODE FOR SPECIAL INSPECTION. THE SPECIAL INSPECTOR'S DUTIES ARE AS DESCRIBED IN 4.C. CONCRETE CONSTRUCTION PER OSSC 1705.3 ■ ❑ OR FABRICATION BEGINS. "DO NOT SCALE DRAWINGS". WORKING STRESS DESIGN HAVE BEEN INCREASED ONE THIRD WHEN CONSIDERING WIND 2019 OREGON STRUCTURAL SPECIALTY CODE (OSSC) S1.3 STANDARD NOTES AND DETAILS BEARING PRESSURE, FOUNDATION MATERIAL AND SITE GRADING SEE SOILS AND OR EARTHQUAKE FORCES EITHER ACTING ALONE OR WHEN COMBINED WITH VERTICAL 2. ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY GEOLOGICAL REPORT BY: DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BRAD YOUNG & ASSOCIATES, PLANS LOADS. NO INCREASE HAS BEEN TAKEN FOR VERTICAL LOADS ACTING ALONE. VERIFICATION AND REFERENCE NONE PROVIDED BY OWNER, USE CODE MIN. 1.a. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL INSPECTION CONTINUOUS PERIODIC STANDARD INC. (BYA), AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN S2.1 FOUNDATION PLAN 3. EACH COMPONENT HAS BEEN DESIGNED TO RESIST THE MOST CRITICAL EFFECT DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL CONNECTION WITH THE SPECIFIED PROJECT ONLY. NONE OF SUCH IDEAS, DESIGNS, 52.2 ROOF PLAN RESULTING FROM ALL APPLICABLE LOAD COMBINATIONS REQUIRED BY THE CODE AND THE ENGINEER OF RECORD FOR INSPECTION OF THE PARTICULAR TYPE OF 1. INSPECTION OF REINFORCING ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM DESIGN SOIL BEARING VALUE = 1500 PSF FOR: DL + LL STEEL, INCLUDING PRESTRESSING X ACI 318: 3.5, 7.1-7.7 ■ ❑ OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION FIXTURE DETAILS 4. GRAVITY LOADS: (THESE ARE THE GENERAL DESIGN LOADS. THEY MAY BE DIFFERENT IN CONSTRUCTION OR OPERATIONS REQUIRING SPECIAL INSPECTIONS. TENDONS, AND PLACEMENT. DESIGN SOIL BEARING VALUE = N/A PSF FOR: DL + LL + (EQ OR W) LOCALIZED AREAS.) 1.b. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR OF BYA, FILING THESE DRAWINGS WITH ANY PUBLIC AGENCY IS NOT PUBLICATION OF S3.1 FIXTURE DETAILS 2. INSPECTION OF REINFORCING SAME. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN AWS 2. EXISTING FOOTING OR FOUNDATIONS WHICH MAY BE AFFECTED BY ANY EXCAVATION 4.A. DEAD LOADS: CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS IF STEEL WELDING IN ACCORDANCE AW D1.4 3.5.2 ❑ ■ PART IS PROHIBITED. TITLE TO THESE PLANS REMAINS WITH THE BRAD YOUNG & S3.2 FIXTURE DETAILS SHALL BE UNDERPINNED ADEQUATELY OR OTHERWISE PROTECTED AGAINST APPLICABLE. WITH TABLE 1705.2, ITEM 5B ASSOCIATES, INC. AND VISUAL CONTACT WITH THEM CONSTITUTES PRIMA FACIE SETTLEMENT AND SHALL BE PROTECTED AGAINST LATERAL MOVEMENT. (E) FLOOR LOAD = 14 PSF 1.c. COPIES OF TEST RESULTS AND FINAL REPORTS SHALL BE FURNISHED TO THIS 3. INSPECTION BOLTS TO BE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. FRAMING DETAILS NEW ENTRY ROOF DEAD LOAD = N/A ENGINEER IN ADDITION TO OTHER NORMAL DISTRIBUTIONS WITHIN ONE WEEK OF INSTALLED IN CONCRETE PRIOR S4.1 FRAMING DETAILS 3. FILLS USED TO SUPPORT THE FOUNDATIONS OF ANY BUILDING OR STRUCTURE3. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF LOCAL, COUNTY, STATE, OR X ❑ ■ 54.2 FRAMING DETAILS SHALL BE PLACED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. A SOIL CANOPY ROOF DEAD LOAD = N/A THE TEST OR INSPECTION. TO AND DURING PLACEMENT OF I WOOD STUD WALL = N A 1.d. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THECONCRETE WHERE AND HAVE BEEN ALLOWABLE ICREASED. FEDERAL AGENCIES HAVING JURISDICTION. BRAD YOUNG & ASSOCIATES, INC. ASSUMES INVESTIGATION REPORT AND A REPORT OF SATISFACTORY PLACEMENT OF FILL BOTH / CONTRACTOR FOR CORRECTION. THEN IF UNCORRECTED TO THE ENGINEER OF NO RESPONSIBILITY FOR SUPERVISION OF CONSTRUCTION OR PROPER EXECUTION OF lin ACCEPTABLE TO THE BUILDING OFFICIAL AND THE ENGINEER OF RECORD SHALL BE CMU WALL = 66 PSF RECORD AND TO THE BUILDING OFFICIAL. THE WORK SHOWN ON THESE DRAWINGS. SAFETY METHODS AND TECHNIQUES ARE THE 4. VERIFY USE OF REQUIRED ACI 318: 3.5 SOLE RESPONSIBILITY OF THE CONTRACTOR. ANY DEVIATIONS OR UNAUTHORIZED SUBMITTED. A SOILS REPORT PROVIDES BUILDING DESIGN ENGINEER WITH SITE 4.13. LIVE LOADS: 1THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING DESIGN MIX. X CH, 4, 5.2-5.4 •■ ❑ PREPARATION AND FOUNDATION DESIGN RECOMMENDATIONS. IF THE BUILDING OWNER .e. CHANGES TO THESE DRAWINGS ARE NOT THE RESPONSIBILITY OF BRAD YOUNG & STRUCTURAL DRAWINGS INDEX OR TENANT AUTHORIZING THE CURRENT CONSTRUCTION DOES NOT PROVIDE A SOILS ROOF LIVE LOAD = 20 PSF WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS TO THE BEST OF THE ASSOCIATES, INC. DEVIATIONS FROM THE ORIGINAL DRAWINGS MUST BE APPROVED IN REPORT TO THE ENGINEER OF RECORD, THE OWNER OR TENANT AUTHORIZING THE ROOF POPUP/MANSARD LIVE LOAD = N/A INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED PLANS AND 5. AT THE TIME FRESH CONCRETEIS WRITING PRIOR TO CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE OSSC METNGTE CURRENT CONSTRUCTION BY PROCEEDING WITH CONSTRUCTION, IS PROCEEDING AT (E) FLOOR OFFICE = N/A SPECIMENS FOR STRENGTH ASTM C 172 NOTIFY THE ENGINEER OF THE PROGRESS OF THE PROJECT TO FACILITATE OUR THEIR OWN RISK AND THIS ENGINEER ASSUMES NO RESPONSIBILITY FOR THE 2. ALL TEST AND INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT TESTING AND TESTS, PERFORM SLUMP AND X ASTM C 31 ❑ ■ ON-SITE VISITS TO ANSWER QUESTIONS AND VIEW THE PROGRESS AND QUALITY OF PARTITION LOAD = N/A AIR CONTENT TESTS, AND ACI 318: 5.6, 5.6A.B. ANCHOR BOLT EOR ENGINEER OF Q.U. ON CENTER POSSIBLE MOVEMENT OF THE SOILS SUPPORTING THE BUILDING FOUNDATION. INSPECTION AGENCY EMPLOYED BY THE OWNER OR ARCHITECT AND NOT THE DETERMINE THE TEMPERATURE WORK IF REQUIRED. ADJ. ADJUSTABLE RECORD OPNG. OPENING FLOOR EXTERIOR = N/A CONTRACTOR PER CBC SECTION 109, APPENDIX GAP CHAPTER, JOB SITE VISITS BY THE OF THE CONCRETE. 4. THE CONTRACTOR SHALL NOTIFY OUR OFFICE 48 HOURS PRIOR TO THE FOLLOWING ABV. ABOVE ENGR. ENGINEER OPP. OPPOSITE 4. FOUNDATIONS SUPPORTING WOOD SHALL EXTEND AT LEAST 8" ABOVE THE ADJACENT FLOOR LIGHT STORAGE = N/A ENGINEER OF RECORD DOES NOT CONSTITUTE A SPECIAL INSPECTION. FINISH GRADE. 6. INSPECTION OF CONCRETE AND ONLY IF THESE PLANS OR ANY *OTHER AUTHORITY PHASES OF CONSTRUCTION A.C.I. AMERICAN EQ. EQUIPMENT O.H. OPPOSITE HAND FLOOR HEAVY STORAGE = N/A 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE TEST AND INSPECTION SHOTCRETE PLACEMENT FOR CONCRETE ES EDGE SCREW OR O.D. OUTSIDE 5. VAPOR BARRIER SHOULD CONFORM WITH ASTM ® 775-85 STANDARD PRACTICE FOR PROPER APPLICATION X ACI 318: 5.9, 5.10 ❑ ■ SPECIFICALLY REQUIRES THE ENGINEER OF RECORD TO MAKE A JOB INSPECTION. = FLOOR RESIDENTIAL BASIC NIA FIRM WITH A SCHEDULE TO FACILITATE THE PROPER COORDINATION OF WORK. INSTITUTE EACH SIDE DIAMETER SELECTION OF VAPOR RETARDER FOR THERMAL INSULATION. TECHNIQUES. 4.A. FOUNDATION POURS* A.I.S.C. AMERICAN EXIST (E) EXISTING PL. PLATE Ce BALCONIES/DECKS = N/A 4. PORTIONS OF WORK REQUIRING SPECIAL INSPECTION: INSTITUTE OF EXP. EXPANSION PENNY(d) NAILS O 6. SITE PREPARATION SHOULD BE DONE ACCORDING TO THE SITE SOILS REPORT I. N A7. INSPECTION FOR MAINTENANCE 4.B. AFTER THE ERECTION OF THE SUPERSTRUCTURE AND PRIOR TO CLOSING-IN STEEL CONSTR. FIN. FINISH PLYWD. PLYWOOD GENERAL SITE CLEARING SHOULD INCLUDE REMOVAL OF VEGETATION; EXISTING STORAGE = / 4.A. SOIL AND FOUNDATION: OF SPECIFIED CURING X ACI 318: 5.11, 5.13 ❑ ■ LLJ 4.C. SNOW LOADS: YES N/A TEMPERATURE AND TECHNIQUES. OF ANY PHASE. A.S.T.M. AMERICAN SOCIETY F.N. FIELD NAILING P.S.F. POUNDS PER UTILITIES; STRUCTURES INCLUDING FOUNDATION; BASEMENT WALLS AND FLOORS; a.) SOIL CONDITIONS, FILL PLACEMENT AND LOAD-BEARING Q 10 PSF FOR TESTING FM FACE MOUNT SQURE FOOT a_ EXISTING STOCKPILE SOIL; TREES AND ASSOCIATED ROOT SYSTEMS; RUBBLE; GROUND SNOW LOAD, Pg - REQUIREMENTS PER OSSC 1705.6 ❑ ■ 5. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF ALL & MATERIALSLEI RUBBISH; AND ANY LOOSE AND/OR SATURATED MATERIAL. SITE STRIPPING SHOULD - 10 PSF 8. INSPECTION OF PRE-STRESSED FLS. FLOOR P.S.I. POUNDS PER cx / SLOPED ROOF SNOW LOAD, Ps CONTINUOUS PERIODICALLY DIMENSIONS, GRADES, AND OTHER CONDITIONS, AND SHALL CORRELATE AT THE JOB APA AMERICAN PLYWOOD FTF FLOOR TO FLOOR SQUARE INCH cL EXTEND TO A MINIMUM DEPTH OF 2 TO 4 INCHES, OR UNTIL ALL ORGANICS IN VERIFICATION AND INSPECTION TASK DURING TASK DURING TASK CONCRETE: SITE ALL SUCH ITEMS. GENERAL CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO 5. LOADS: LISTED LISTED THE ENGINEER FOR CLARIFICATION AND CORRECTION PRIOR TO BEGINNING ANY WORK. ASSOCIATION FON. FOUNDATION PRESS. PRESSURE WIND EXCESS OF 3 PERCENT BY VOLUME ARE REMOVED. DEEPER STRIPPING MAY BEa. APPLICATION OF X ARCH. ARCHITECTU(URAL) FRMG. FRAMING R. RADIUS REQUIRED IN LOCALIZED AREAS. THESE MATERIALS WILL NOT BE SUITABLE FOR USE a BASIC WIND SPEED3--SECOND GUST), V = 97 MPH 1. VERIFY MATERIALS BELOW FOOTING ARE ADEQUATE PRESTRESSED FORCES. ACI 318: 18.20 ( ) ❑ ■ 6. ALL STRUCTURAL MEMBERS SHOWN ON THE PLANS ARE DESIGNED AS IN THEIR FINAL AWS AMERICAN WELDING GA. GALVANIZED REINF. REINFORCEMENT AS ENGINEERED FILL. TO ACHIEVE THE DESIGN BEARING CAPACITY PRIOR X ❑ ■ ACI 318: 18.18.4 b) RISK CATEGORY TO PLACEMENT OF REBAR b. GROUTING OF BONDED LOCATION. BRAD YOUNG & ASSOCIATES, INC. HAS NOT PERFORMED CONSTRUCTION SOCIETY G.L.B. GLUE LAM BEAM REQ'D REQUIRED PRESTRESSED TENDONS IN ENGINEERING (SHORING CALCULATIONS) OR ENGINEERING NECESSARY TO PLACE ANY BD. BOARD GRD. GRADE RM. ROOM 7, DEVELOP AND MAINTAIN SITE GRADES WHICH WILL RAPIDLY DRAIN SURFACE AND B X c) EXPOSURE 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER THE SEISMIC FORCE BF. BRACED FRAME H.D. HOEDOWN RTU ROOF TOP UNIT ROOF RUNOFF AWAY FROM FOUNDATIONS AND FLOOR SLABS - BOTH DURING AND X ❑ ■ RESISTING SYSTEM STRUCTURAL MEMBERS IN THEIR FINAL LOCATION (ERECTION CALCULATIONS). 1. AFTER CONSTRUCTION. ADJACENT OF AT LEAST 5' AWAY FROM STRUCTURES TO 6. SEISMIC LOAD: DEPTH AND HAVE REACHED PROPER MATERIALBLK. BLOCK HCR. HANGER SCHED. SCHEDULE 7. DETAILS AND NOTES ON TYPICAL SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN BLKG. BLOCKING HDR. HEADER SHTG. SHEATHING �\ PRECLUDE POUNDING OF WATER ADJACENT TO FOUNDATIONS. a) IMPORTANCE FACTOR I = 1.00 (RISK CATEGORY II3. PERFORM CLASSIFICATION AND TESTING OF ) X ❑ ■ 9. ERECTION OF PRECAST X ACI 318: CH. 16 OTHERWISE. DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME BOT. BOTTOM HT. HEIGHT SHT. SHEET COMPACTED FILL MATERIALS. CONCRETE MEMBERS. ❑ •■ 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING NECESSARY TO b) SPECTRAL RESPONSE ACCELERATION, Ss = 0.856 NATURE AS SHOWN FOR SIMILAR CONDITIONS. TYPICAL DETAILS ARE AT NO SCALE. BM. BEAM HORIZ. HORIZONTAL SIM. SIMILAR 00 LLI SUPPORT CUT EXCAVATION,AND = 0.3974. MATERIALS, DENSITIES AND B.N. BOUNDARY NAILING HSB HIGH STRENGTH SLV SHORT LEG / OR FILL BANKS DURING AND FOR FORMING AND VERIFY USE OF PROPER S110. VERIFICATION ON IN-SITU 8. DO NOT SCALE STRUCTURAL DRAWINGS. IF DIMENSIONS OR DETAIL ARE NOT CLEAR, PLACEMENT OF CONCRETE. GENERAL CONTRACTOR AND CONCRETE SUB-CONTRACTOR LIFT THICKNESSES DURING PLACEMENT AND X ❑ ■ C CHANNEL BOLT VERTICAL D COMPACT44N OF COMPACTED FILL. CONCRETE STRENGTH PRIOR TO OR DISCREPANCIES EXIST ON THE DRAWINGS OR SPECIFICATIONS, CONTACT THEIM I. c) SITE CLASS STRESSING OF TENDONS IN CLG. CEILING H.S. HIGH SIDE S.M.S. SHEET METAL 0 SHALL REVIEW AND FAMILIARIZE THEMSELVES WITH THE SOILS REPORT ENGINEER. d) SPECTRAL RESPONSE COEFFICIENTS, Sds = 0.685 5. PRIOR TO PLACEMENT OF COMPACTED FILL, OBERVE POST TENSIONED CONCRETE ❑ ■ CLR. CLEAR HSS HALLOW SQUARE SCREWS In IMI 9. VERIFY BUILDING ORIENTATION & PLACEMENT ON THE SITE WITH THE APPROVED SUBGRADE AND VERIFY SITE HAS BEEN PREPARED X ❑ ■ AND PRIOR TO REMOVAL OF X ACI 318: 6.2 9. SEE MECHANICAL, ELECTRICAL, AND/OR ARCHITECTURAL DRAWINGS FOR LOCATION AND COL. COLUMN SECTION SPEC. SPECIFICATION IM I� Sdl = D.503 PROPERLY SHORES AND FORMS FROM PROJECT SITE PLAN. THE PROJECT SITE PLAN SUPERSEDES NORTH ARROW SHOWN SIZE OF PIPES, CONDUITS, FLOOR DRAINS, VENTS, DUCTS, DRAIN LEADERS AND C.M.U. CONCRETE MASONRY IN. INCH STGR. STAGGER CI ON THE STRUCTURAL PLANS. e) SIESMIC DESIGN CATEGORY D BEAMS AND STRUCTURAL SLABS. OTHER SIMILAR OPENINGS NOT INDICATED ON THE STRUCTURAL DRAWINGS. UNIT k.D. INSIDE DIAMETER STL. STEELb.) INSTALLATION AND TESTING OF PILE FOUNDATIONS YES N/A C.J. CONSTRUCTION INT. INTERIOR STIFF. STIFFNER ❑ 11. INSPECT FORMWORK FOR OEa 10. A LETTER FROM SOIL ENGINEER SHALL BE PROVIDED CONFIRMING THAT THE f) SEISMIC-FORCE-RESISTING SYSTEM, R S2o Cd 10. SEE MECHANICAL, ELECTRICAL AND/OR ARCHITECTURAL DRAWINGS FOR EMBEDMENT OF JOINT JST. JOIST STRUCT. STRUCTURAL M FOUNDATIONS PLAN, GRADING PLAN, AND SPECIFICATIONS HAVE BEEN REVIEWED AND INTERMEDIATE REINFORCED MASONRY 3.5 2.5 2.25 PER OSSC 1705.7 ■ SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE X ACI 318: 6.1.1 ❑ ■ BOLTS, ANCHORS AND OTHER MISCELLANEOUS EMBEDDED ITEMS NOT SHOWN ON CONC. CONCRETE K or KIPS 10001bs SQ. SQUARE O a N THAT IT HAS BEEN DETERMINED THAT THE RECOMMENDATIONS IN THE SOILS SHEARWALLS CONTINUOUS PERIODICALLY STRUCTURAL DRAWINGS. CONSTR. CONSTRUCTION LAM. LAMINATED SYM. SYMMETRICAL LLJ MEMBER BEING FORMED. REPORT.' ARE PROPERLY INCORPORATION INTO THE PLANS. VERIFICATION AND INSPECTION TASK DURING TASK DURING TASK 1 1. SEE PLUMBING & ARCHITECTURAL PLANS FOR REQUIRED SLAB WORK FOR FLOOR CONT. CONTINUOUS LB or LBS.POUNDS TF TOP FLANGE 521 C) 47. g) SEISMIC RESPONSE COEFFICIENT, Cs = SEE CALL'S LISTED LISTED YES N/A DRAINS. )A DOUBLE ANGLE L.S. LOW SIDE THK. THICKNESS 11. CONTINUOUS AND PAD FOOTINGS SHOULD HAVE A MINIMUM EMBEDMENT DEPTH AS FROST LINE DEPTH = N/A 4.0. MASONRY CONSTRUCTION AER OSSC 1705.3 ❑ ■ )EMO. DEMOLISH LT. WT. LIGHT WEIGHT U.N.O. UNLESS NOTED IL. 1::! n " 1. VERIFY PILE MATERIALS, SIZES AND LENGTHS Ci SPECIFIED IN THE FOOTING SCHEDULE ("T") OR NOTED IN THE PLANS BELOW COMPLY WITH THE REQUIREMENTS. X ❑ ■ 12. THE DESIGN, FABRICATION AND CONSTRUCTION SHALL COMPLY WITH ALL ACCEPTED )ET. DETAIL LLV LONG LEG VERTICAL OTHERWISE COROUGH PAD GRADE OR ADJACENT EXTERIOR GRADE, WHICHEVER IS LOWER. THE 8. BY ISSUING A BUILDING PERMIT, THE GOVERNING BUILDING DEPARTMENT FOR THIS LEVEL 1 LOCAL GOVERNING CODES OF THE PARTICULAR AREA UNDER CONSTRUCTION. )TAG. DIAGONAL M.B. MACHINE BOLT VERT. VERTICAL Ce PROJECT IS APPROVING ALL LOADS AND LOAD FACTORS LISTED IN ITEMS 4B, 4C, 5, O 0 ENGINEER MUST BE NOTIFIED IF THERE IS A DISCREPANCY BETWEEN THE SOILS 2. VERIFY DETERMINE CAPACITIES OF TEST PILES AND DIA. (0) DIAMETER MAS MASONRY W. WIDTH 6, & 7. CONDUCT ADDITIONAL LOAD TESTS, AS REQUIRED X 13. THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE DIM. DIMENSIONS MAX. MAXIMUM WT. WEIGHT calZQ 0 ■ FREQUENCY OF REFERENCE FOR REPORT1 REQUIREMENTS AND THE STRUCTURAL PLANS. INSPECTION CRITERIA CONTRACTOR'S PERFORMANCE, IF REQUIRED, IS NOT INTENDED TO INCLUDE REVIEW 9. N/A INDICATES THAT THIS ITEM IS NOT APPLICABLE TO THIS PROJECT. VERIFICATION ANDDBL. DOUBLE MF. MOMENT FRAME W.W.M. WELDED WIRE / 3. OBSERVE DRIVING OPERATIONS AND MAINTAIN 4t Lill re U Q 12. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE CIVIL & ARCHITECTURAL X OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE DWG. DRAWING MTL METAL MESH COMPLETE AND ACCURATE RECORDS FOR EACH PILE. ❑ ■ INSPECTION ACI 530 ACI 530.1 PLANS, WITH RESPECT TO GRADE, WITH THE FOUNDATION PLAN. THIS INCLUDES, BUT CONSTRUCTION SITE. EA. EACH MIN. MINIMUM W.F. WIDE FLANGE IS NOT LIMITED TO, COORDINATING ALL REQUIRED STEP FOOTING LOCATIONS BASED CONTINUOUS PERIODIC ASCE 5 ASCE 6 DESIGN CRITERIA 4. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS TMS 402 TMS 602 14. ANY SUPPORT SERVICES PERFORMED BY THE ENGINEER FIELD REPRESENTATIVES E.N. EDGE NAILING N.T.S. NOT TO SCALE W/ WITH t/f Cle ON THE GUIDE LINES IN THE STEPPED CONCRETE FOOTING DETAIL BETWEEN THE6 CONFIRM TYPE AND SIZE OF HAMMER, RECORD DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED ELEV. ELEVATION NO. or # NUMBER WS WOOD SCREW Cl. NUMBER OF BLOWS PER FOOT OF PENETRATION, 1. VERIFY COMPLIANCE WITH REQUIRED FINAL GRADING / CIVIL PLANS & ARCHITECTURAL PLANS AND FOOTING/ X APPROVED SUBMITTALS X ART. 1.5 ❑ •■ INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES Lill sl •ct FOUNDATION LAYOUT. ANY DISCREPANCIES MUST BE BROUGHT TO THE ENGINEERS GNO04-2019 OSCC: DETERMINE REQUIRED PENETRATIONS TO ACHIEVE ❑ ■ DESIGN CAPACITY, RECORD TIP AND BUTT ELEVATIONS PERFORMED BY THE ENGINEER WHETHER PERFORMED PRIOR TO, DURING, OR AFTER ABBREVIATIONS ATTENTION BEFORE ANY CONSTRUCTION BEGINS. AND DOCUMENT ANY PILE DAMAGE. 2. AS MASONRY CONSTRUCTION COMPLETION OF CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF Q N BEGINS, VERIFY THAT THE __ 0 13. THE EXTERIOR FLATWORK SHOULD BE POURED SEPARATELY IN ORDER TO ACT 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SITE SAFElY. THE FOLLOWING FOLLOWING ARE IN COMPLIANCE: ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT I GN003 INDEPENDENTLY OF THE WALLS AND FOUNDATION SYSTEM. SEE CIVIL / ARCH. mmmim REQUIREMENTS ARE NOT INTENDED TO BE A COMPLETE LIST, BUT ARE ADDITIONAL c.) INSTALLATION AND TESTING OF PIER FOUNDATIONS YES N/A DRAWINGS AND SPECIFICATIONS, BUT THEY DO NOT GUARANTEE CONTRACTOR'S O N o Z CI PLANS FOR EXTERIOR FLATWORK INFO. SAFETY REQUIREMENTS FOR THE CONTRACTOR. OBSERVATION VISITS TO THE SITE BY PER OSSC 1705.8 0 •■ b. PROPORTIONS OF SITE X ART. 2.1 ❑ ■ PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE FOLLOWING PREPARED MORTAR ART. 2.6A la MI F.= 14. THE GEOTECHINICAL ENGINEER SHALL SUBMIT A WRITTEN STATEMENT WITH A COPY ITEMS: CONTINUOUS PERIODICALLY 15. ALL WORK SHALL CONFORM TO THE LATEST APPLICABLE CONSTRUCTION SAFETY rill ii-ili�ii- DIRECTLY TO THE STRUCTURAL ENGINEER AT THE COMPLETION OF THE PART OF VERIFICATION AND INSPECTION TASK DURING TASK DURING TASK b. CONSTRUCTION OF MORTAR X ART. 3.3B ❑ ■ REQUIREMENTS OF O.S.H.A. AND ANY OTHER GOVERNMENTAL ENTITY HAVING V,if,/r -STEEL ,IIT- 1511=11r -NATIVE SOIL 4 N LISTED LISTED JOINTS THE PROJECT SUMMARIZING THE TEST RESULTS / ITEMS MONITORED WITH THE 2. THE STRUCTURE SHOWN IN THESE DRAWINGS IS STRUCTURALLY SOUND ONLY IN ITS JURISDICTION. CI) Z COMPLETE FORM,. THE DESIGN ADEQUACY AND SAFETY OR ERECTION BRACING, 1. OBSERVE DRILLING OPERATIONS AND MAINTAIN c. GRADE AND SIZE OF vv ����V SPECIFIC REQUIREMENTS. SHORING TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE COMPLETE AND ACCURATE RECORDS FOR EACH PIER. X ❑ ■ PRESTRESSING TENDONS AND X ART. 2.48 ❑ • 16. THESE DRAWINGS SHALL BE CONSIDERED SUBSTANTIALLY COMPLETE. HOWEVER, IT IS /� _MASONRY !%�!i�\��i,��/iy!;�� -ENGINEERED FILL 4 CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. THE ANCHORAGES ART. 2.4H THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE ALL LABOR AND CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE 2. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, MATERIALS NECESSARY TO RENDER THE WORK COMPLETE, AS IS THE INTENT OF I CO FOOTNOTE: APPLICATION OF ALL WALLS AND ROOF & FLOOR SHEATHING- HE SHALL PROVIDE THE CONFIRM PIER DIAMETERS, BELL DIAMETER (IF d. LOCATION OF REINFORCEMENT, CONNECTORS, PRESTRESSING X ART. 3.4 THESE DRAWINGS EITHER SHOWN OR INFERRED HEREIN, THROUGH PROPER APPLICABLE), LENGTHS, EMBEDMENT INTO BEDROCK (IF APPLICABLE) AND ADEQUATE END BEARING X ART. 3.6A ❑ AFOREMENTIONED MATERIALS. • ESTABLISHED CONSTRUCTION PRACTICES. AGGREGATE GROUT `/ 1. IF NO SOILS REPORT HAS BEEN PROVIDED BY THE OWNER OR TENANT NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE ❑ ■ TENDONS AND ANCHORAGES ���� - AUTHORIZING THE CURRENT CONSTRUCTION AS INDICATED BY NOTE 1, THE STRATA CAPACITY. 17. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK AND THE 0 3. AN ERECTION PLAN IS REQUIRED FOR MOST CONSTRUCTION PHASES. CONTRACTOR / e. PRESTRESSING TECHNIQUE X ART. 3.68 ❑ ■ COORDINATION OF ALL TRADES AND GOVERNING AGENCIES, AND SHALL PROVIDE ALL 1_ -WOOD BLOCK r <, 4 I -CONCRETE OWNER OR TENANT AUTHORIZING THE CURRENT CONSTRUCTION BY PROCEEDING YES N A WITH CONSTRUCTION, IS PROCEEDING AT THEIR OWN RISK AND THIS ENGINEER SHALL DETERMINE ALL CONSTRUCTION PHASES WHICH REQUIRE ERECTION PLANS 4.B. STEEL CONSTRUCTION PER OSSC 1705.2 ■ ❑ MATERIAL AND LABOR SHOWN OR INFERRED ON THESE PLANS. ASSUMES NO RESPONSIBILITY FOR THE POSSIBLE MOVEMENT OF THE SOILS ACCORDING TO ALL APPLICABLE SAFETY REGULATIONS. A CERTIFIED COPY OF SUCH 3. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN 18. ALL MATERIAL AND WORK PERFORMED SHALL CONFORM WITH THE REQUIREMENTS OF SUPPORTING THE BUILDING FOUNDATION. IF NO SOILS REPORT HAS BEEN ERECTION PLANS SHALL REMAIN ON THE CONSTRUCTION SITE AT ALL TIMES. VERIFICATION AND REFERENCE COMPLIANCE: -CONTINUOUS WOOD MEMBER PROVIDED IGNORE THE SOILS REPORT REFERENCE IN NOTES 3,6,8,10 & 11. CONTINUOUS PERIODIC THE BUILDING CODE OR OTHER GOVERNING CODES AND BUILDING ORDINANCES. ALL 4. TEMPORARY LOADING DURING CONSTRUCTION SHALL NOT OVERLOAD DESIGN VALUES. INSPECTION STANDARD REFERENCE TO THE BUILDING CODE SHALL BE THE LATEST ADOPTED EDITION. a. GROUT SPACE IS CLEAN X ART. 3.2D ❑ ■ ENGINEER OF RECORD FOUNDATION NOTES CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ALL TRADES OF SUCH DESIGN VALUES. 1. MATERIAL VERIFICATION OF ART. 3.2E 19. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE . 9THE USE OF AN TYPE MATERIAL HANDLING EQUIPMENT IS PROHIBITED FROM USE ON HIGH-STRENGTH BOLTS, NUTS AND DO NOT INDICATE THE METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL DETAIL REF. I WOOD ROOFS AND ELEVATED FLOORS. AND WASHERS: b. GRADE, TYPE, AND SIZE OF SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR Milk REINFORCEMENT AND ANCHOR ART. 2.4 DETAIL 5. THE CONTRACTOR SHALL PROVIDE ATTACHED VISIBLE PLATES INDICATING THE DESIGN a. MATERIAL INDENTIFICATION APPLICABLE ASTM BOLTS, AND PRESTRESSING X SEC. 6.1 ART. 3.4 ❑ ■ CONSTRUCTION MEANS METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES, T. 1. THESE ADDITIONAL NOTES ARE SUPPLEMENTAL TO THE "GENERAL NOTES" INDICATED LOADS IN ALL SPACES AS REQUIRED BY APPLICABLE SAFETY REGULATIONS. THE MARKINGS TO CONFORM TO MATERIAL TENDONS AND ANCHORAGES INCLUDING, BUT NOT LIMITED TO BRACING AND SHORING. OBSERVATION VISITS TO THE SHEET IEE. OCCUPANT OF THE BUILDING SHALL BE RESPONSIBLE FOR KEEPING THE ACTUAL LOAD ASTM STANDARDS SPECIFIED X SPECIFICATIONS; AISC ❑ ■ SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT OR ENGINEER SHALL NOT AND THE PROJECT SPECIFICATIONS IF REQUIREMENTS APPLICABLE. REFER TO PROJECT IN THE APPROVED 360, SECTION A3.3 c. PLACEMENT OF INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION P741 SPECIFICATIONS FOR ADDITIONAL IF APPLICABLE. BELOW THE ALLOWABLE LIMITS. CONSTRUCTION DOCUMENTS. REINFORCEMENT, ART. 3.2E DETAIL CUT REINFOCONNERCEMENT, AND X SEC. 6.1 ART. 3.4 PROCEDURES. ANY SUPPORT SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER0 2. STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH ARCHITECTURAL, PLUMBING, 6. CONTRACTOR SHALL DETERMINE IF A CALOSHA PERMIT IS REQUIRED, IF S0, IT SHALL b. MATERIAL MANUFACTURER'S ❑ • DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND REFERENCE ELECTRICAL, CIVIL AND MECHANICAL DRAWINGS. THE CONTRACTOR 15 RESPONSIBLE BE THE CONTRACTORS RESPONSIBILITY TO OBTAIN SUCH PERMIT. CERTIFICATE OF COMPLIANCE X PRESTRESSING TENDONS AND ART. 3.6A REQUIRED. ❑ ■ ANCHORAGES DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT FOR COORDINATING SUCH REQUIREMENTS INTO THEIR SHOP DRAWINGS AND WORK. 7. THE LACK OF A HIGH GUARDRAIL AT BUILDING PARAPETS FLOOR OPENING & ROOF SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER, WHETHER OF MATERIAL OR d. PROPORTIONS OF SITE - © e SECTION CUT 3. NO OPENING SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT THE WRITTEN OPENINGS DOES NOT MEET CURRENT LABOR CODE FOR AN OCCUPIED SPACE. THIS 2. INSPECTION OF HIGH-STRENGTH PREPARED GROUT AND WORK, AND FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING e ENGINEER RECOMMENDS THE USE OF GUARDRAILS AT STATED LOCATIONS. IF BOLTING: PRESTRESSING GROUT FOR X ART. 2.68 ❑ •■ CONFORMANCE WITH CONTRACT DOCUMENTS, DO NOT GUARANTEE CONTRACTOR'S © IEFERENCE APPROVAL OF THE ENGINEER OF RECORD. BONDED TENDONS GUARDRAILS ARE NOT USED THE OWNERS SHALL ACCEPT FULL RESPONSIBILITY. IN PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. BEARING - TYPE 4. NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERS SHALL BE MADE ADDITION, THE CONTRACTOR SHALL PROVIDE CLEARLY LEGIBLE SIGNS AT THESE a. CONNECTIONS. X DISC 360, SECTION M2.5 ❑ ■ e. CONSTRUCTION OF MORTAR FOOTING & COLUMN WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD. JOINTS X ART. 3.38 ❑ ■ 20. IT SHALL BE THE GENERAL CONTRACTORS RESPONSIBILITY FOR THE SUPERVISION OF LOCATIONS STATING "CAUTION: NO GUARDRAIL". THE WORK OR POSSIBLE OMISSIONS SHOWN OR INFERRED ON THESE PLANS. XX SCHEDULE ITEM b. SLIP - CRITICAL BRAD YOUNG & ASSOCIATES INC. 5. OPENINGS 1'-4" AND LESS ON A SIDE ARE GENERALLY NOT SHOWN ON THE 8. ALL TEMPORARY FLOOR AND ROOF OPENINGS LACKING GUARDRAILS SHALL BE X X AISC 360, SECTION M2.5 CONNECTIONS. ❑ ■ VERIFY DURING CONSTRUCTION: 21. CONNECTIONS OF ALL ITEMS SUPPORTED BY THE STRUCTURAL ARE THE 4. STRUCTURAL DRAWINGS. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS ADEQUATELY COVERED AND DESIGNED TO RESIST CONSTRUCTION TRAFFIC LOADS. RESPONSIBILITY OF THE DISCIPLINES WHO ARE MAKING THESE ATTACHMENTS. THESE SH EARWALL SRCTURAL345POLIENGINEERING FOR SUCH OPENINGS. 3. MATERIAL VERIFICATION OF ATTACHMENTS SHALL BE DESIGNED TO RESIST ALL GRAVITY, WIND, SEISMIC, THERMAL 1 SCHEDULE ITEM CLO S,CALIORNIA93612 9. CONTRACTOR SHALL VERIFY THAT ALL SKYLIGHTS ARE DESIGNED TO WITH STAND THE STRUCTURAL STEEL: a. SIZE AND LOCATION OFPEONE:(559)323-9600 FAX:(559)323-9633 6. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION LOADS SPECIFIED IN THE APPLICABLE CODE LISTED UNDER "DESIGN CRITERIA". STRUCTURAL ELEMENTS X ART. 3.3F ❑ ■ LOADS, ETC SPRINKLER PIPING SHALL BE SUPPORTED AND BRACED PER NEPA-13 LOAD IMPOSED UPON STRUCTURAL FRAMING. CONSTRUCTION LOADS SHALL NOT a. IDENTIFICATION MARKING TO SUSPENDED CEILING SYSTEMS OF ACOUSTICAL TILE OR LAY-IN PANELS SHALL BE +HEIGHT ELEVATION (SECTIONS EXCEED THE DESIGN CAPACITY OF THE FRAMING AT THE TIME THE LOADS ARE 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING CONFORM TO AWS YES NO N/A SUPPORTED AND BRACED PER CBC 1615.10.13 IMPOSED. UTILITIES WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEM FROM DAMAGE. SPECIFICATION IN THE ASTM A6 OR ASTM A568 b. TYPE, SIZES, ANDCLOCATION OF T.O. & PLANS) ANCHORS, INCLUDING OTHER APPROVED CONSTRUCTION ❑ 22. CONCRETE SLAB-ON-GRADE HAS NOT BEEN DESIGNED FOR CONSTRUCTION LOADS OR 7. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE THEOCONTRACTORNIONWITHSHALLEBEAR ALLN EXPENSE OF RKEPAIR OR REPLACEMENT IN DOCUMENTS. MASONRYDETAILS OF TOASTRUUCTURALGE F X SEC. 1.2.2(e) 0 ■ SPECIFIC OCCUPANT SERVICE LOADS BY THIS ENGINEER. BYA.IOB#19366 CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND / CONJUNCTION THE EXECUTION OF THIS WORK. MEMBERS, FRAMES OR OTHER 23. VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDERED BY INDICATES NEW BUILDING SEAL OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTORS 11. MATERIAL USED IN THIS DESIGN MAY BE HAZARDOUS TO ONES HEALTH. THE b. MANUFACTURES CERTIFIED ASTM A6 OR ASTM A568 El ❑ CONTSRUCTION -_-_-_-_-_-_-_-_-_ CONTRACTOR AND OWNER SHALL ACCEPT ALL RESPONSIBILITY AND SHALL POST SUCH MILL TEST REPORTS THIS ENGINEER. GRID LINE. 0 CONSTRUCTION METHODS AND / OR SEQUENCE. SEC WARNING DURING CONSTRUCTION. 4. MATERIAL VERIFICATION OF WELD c. WELDING OF REINFORCING 8.1.7.7.2, 24. CONSTRUCTION AND MATERIAL SHALL COMPLY WITH AND BE INSTALLED IN 8. CONTRACTOR'S CONSTRUCTION AND / OR ERECTION SEQUENCES SHALL RECOGNIZE FILLER MATERIALS: BARS X 9.3.3.4(c) ❑ ■ ACCORDANCE WITH ALL THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED PUBLIC INDICATES EXISTING BUILDING AND CONSIDER THE EFFECTS OF THERMAL & MOISTURE CHANGES THAT WILL RESULT 12. THE CONTRACTOR, DURING CONSTRUCTION, AND THE OWNER, DURING OCCUPANCY, ■r SHALL ASSUME ALL RESPONSIBILITY FOR PROPER ROOF MAINTENANCE TO INSURE 11.3.3.4(b) AUTHORITIES HAVING JURISDICTION, INCLUDING ALL COUNTY AND LOCAL ORDINANCES, -_-___-_-_____-_ 0 �R�D f ; IN MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. PROPER ROOF DRAINAGE. a. INDENTIFICATION MARKING TO AND THE SAFETY ORDERS OF THE STATE INDUSTRIAL ACCIDENT COMMISSION, OSHA. GRID LINE. CONFORM TO AWS d. PREPARATION, CONSTRUCTION, \� GI ' 9. THE CONTRACTOR SHALL INFORM THE ENGINEER OF RECORD IN WRITING OF ANY SPEC IC IFCATION IN THE AISC 360, SECTION A3.5 ■ ❑ ❑ AND PROTECTION OF MASONRY 25. ANY REFERENCE TO THE WORDS APPROVED, OR APPROVAL IN THESE DOCUMENTS �� ' 13. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION INCLUDING BUILDING APPROVED COINSTRUCTION DURING COLD WEATHER 7127'' DEVIATION FROM THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL NOT BE ART. 1.8c SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL HO-) MOMENT CONNECTION r RELIEVED OF THE RESPONSIBILITY OF SUCH DEVIATION BY THE ENGINEER OF ERECTION SAFETY. THE CONTRACTOR 1S RESPONSIBLE FOR FOLLOWING ALL ERECTION DOCUMENTS. (TEMPERATURE BELOW 40 F) X ART. 1.BD ❑ ■ RECORD, REVIEW OF SHOP DRAWINGS, PRODUCT DATA, ETC., UNLESS THE LAWS AND GUIDELINES. IF THE CONTRACTOR FEELS THAT THE ERECTION OF THE OR HOT WEATHER NOT RELIEVE THE CONTRACTOR AND/OR HIS SUBCONTRACTORS OF ANY LIABILITY IN i•f RECORD, STRUCTURE REPRESENTED IN THESE PLANS WILL NOT MEET THOSE LAWS & b. MANUFACTURES CERTIFIED OF ■ ❑ ❑ (TEMPERATURE ABOVE 90T) FURNISHING THE REQUIRED MATERIALS OR LABOR SPECIFIED. CONTRACTOR HAS SPECIFICALLY INFORMED THE ENGINEER OF RECORD OF SUCH GUIDELINES. THE CONTRACTOR MUST NOTIFY THE ENGINEER BEFORE CONSTRUCTION COMPLIANCE REQUIRED. �/� �(Q DEVIATION AT THE TIME OF SUBMISSION, AND THE ENGINEER OF RECORD HAS GIVEN e. APPLICATION AND 26. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE SUPERVISION OF THE WORK OR SYMBOLS JYILOLS �� J�� WRITTEN APPROVAL TO THE SPECIFIC DEVIATION. AND FABRICATION BEGINS. MEASUREMENT OF X ART. 3.6B ❑ ■ THE PROPER EXECUTION OF SAME. '►. J0 5. INSPECTION OF WELDING: PRESTRESSING FORCE Y RAE ` 10. THE CONTRACTOR MUST ENSURE THAT MANUFACTURED (ENGINEERED BY OTHERS) ADDITIONAL SArL ! Y NOTES 27. CONTRACTOR IS TO VERIFY ALL DIMENSIONS PRIOR TO BEGINNING OF CONSTRUCTION. f. PLACEMENT OF GROUT AND ANY DISCREPANCIES MUST BE REPORTED TO THE ENGINEER BEFORE PROCEEDING 1. THIS STRUCTURE MAY REQUIRE "STRUCTURAL OBSERVATION" IF REQUIRED BY GENERAL ROOF 8c FLOOR FRAMING IS DESIGNED TO RESIST UPLIFT LOADS DURING & AFTER a. STRUCTURAL STEEL: PRESTRESSING GROUT FOR ART. 3.5 EXPIRATION DATE: 6-30-20201 CONSTRUCTION. BONDED TENDONS IS IN X ART. 3.6C ❑ •■ WITH WORK. COORDINATE STRUCTURAL DIMENSIONS WITH ARCHITECTURAL FLOOR NOTE #5 "SPECIAL INSPECTIONS NOTES", ITEM #6. 1. COMPLETE AND PARTIAL COMPLIANCE PLANS, ELEVATIONS, SECTIONS, DETAILS ETC. EXISTING CONSTRUCTION NOTES: ❑ ■ 2. THE ARCHITECT OR ENGINEER OF RECORD RESPONSIBLE FOR THE STRUCTURAL 1. SHOP DRAWINGS ARE REQUIRED FOR THE FOLLOWING ITEMS. SUBMIT AT LEAST 1 PENETRATION GROOVE X AWS D1.1 5. PREPARATION OF ANY REQUIRED 28. THE STRUCTURAL SYSTEMS HAVEBEEN DESIGNED TO CARRY THE SUPERIMPOSED LIVE 11. WORK SHOWN IS NEW UNLESS INDICATED AS EXISTING. ( } WELDS. DESIGN SHALL PERFORM THE STRUCTURAL OBSERVATION. OBSERVED DEFICIENCIES GROUT SPECIMENS, MORTAR LOADS AS PRESCRIBED BY THE BUILDING CODE AND IN ACCORDANCE WITH STANDARD ELECTRONIC SET (FULL SIZE PDF) FOR ENGINEERS RECORDS. (1) ELECTRONIC SET X ART. 1.4 ❑ • SHALL BE REPORTED iN WRITING. IN ADDITION, FINAL WRITTEN DOCUMENTATION SPECIMENS AND/OR PRISMS ENGINEERING PRACTICES, WITH NO SPECIAL PROVISIONS FOR CARRYING CONCENTRATED ISSUE DATE DESCRIPTION 12. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING JOB CONDITIONS, REVIEW ALL (FULL SIZE PDF) OF CALCULATIONS (IF APPLICABLE) FOR REVIEW AND APPROVAL 2. MULTIPASS FILLET WELDS. X AWS D1.1 ❑ ■ SHALL BE OBSERVED SHALL BE ISSUED STATING THAT THE NECESSARY SITE VISITS HAVE BEEN MADE AND DRAWINGS AND VERIFY DIMENSIONS, ELEVATION, AND MEMBER SIZES PRIOR TO PRIOR TO FABRICATION. THE ELECTRONIC SETS SHALL BE LEGIBLE FOR THE REVIEW, LOADS FROM STORAGE AND HANDLING OF CONSTRUCTION MATERIALS OR FROM IDENTIFYING ANY REPORTED DEFICIENCIES THAT, TO THE BEST OF THE STRUCTURAL CONSTRUCTION OR MATERIAL PURCHASE. THE CONTRACTOR SHALL NOTIFY THE IF ELECTRONIC SET IS NOT LEGIBLE IT MAY DELAY THE REVIEW WITHIN THE ALLOTTEDYES NO N/A OPERATION OF CONSTRUCTION EQUIPMENT. THE CONTRACTOR SHALL PROVIDE ALL 3. SINGLE PASS FILLET OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED. ENGINEER OF RECORD IN WRITING OF ALL DISCREPANCIES AND EXCEPTIONS BEFORE TIME BELOW. WELDS > 5/16" X AWS D1.1 ❑ ■ 4.E. WOOD CONSTRUCTION PER OSSC 1705 5 1 ❑ El ■ SCAFFOLDING, BRACING, AND SHORING SYSTEMS AS REQUIRED FOR INSTALLATION, PROCEEDING WITH THE WORK. 1.0. off8WC nCTE 'RE a.) HIGH-LOAD DIAPHRAGM: INSPECT WOOD STRUCTURAL PANEL SHEATHING TO STABILITY, AND SAFETY OF NEW WORK AND PROVIDE PROTECTION AS REQUIRED FOR 3. AT A MINIMUM, STRUCTURAL OBSERVATIONS ARE REQUIRED AT THE THE FOLLOWING 13. THE REMOVAL, CUTTING DRILLING, ETC. OF EXISTING CONSTRUCTION SHALL BE 1.b. CONCRETE MIX DESIGN 4. SINGLE PASS FILLET THE SAFETY OF PEDESTRIANS AND JOB SITE PERSONNEL. AT ALL TIMES, THE STAGES OF CONSTRUCTION: X AWS D1.1 •■ ❑ ASCERTAIN WHETHER IT IS THE GRADE AND THICKNESS SHOWN ON THE 1.c. STRUCTURAL STEEL WELDS < 5/16" APPROVED BUILDING PLANS AND VERIFY THE NOMINAL SIZE OF FRAMING CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS 3.a. PRIOR TO ALL CONCRETE AND MASONRY GROUT PLACEMENT OF FOOTINGS AND PERFORMED WITH GREAT CARE IN ORDER NOT TO JEOPARDIZE THE STRUCTURAL 1.J. GROUT MD( DEAN MEMBERS AT ADJOINTING PANEL EDGES, THE NAIL OR STAPLE DIAMETER AND OF THE JOB SITE INCLUDING SAFETY OF PERSONS AND PROPERTY. AND EXISTING CMU WALLS POURS & GROUTING. WHEN ALL REINFORCING IS IN PLACE. INTEGRITY OF THE BUILDING STRUCTURAL SYSTEM. IF STRUCTURAL MEMBERS OR 1I I 5. FLOOR AND ROOF DECK X AWS D1.3 ❑ ■ LENGTH, THE NUMBER OF FASTENER LINES AND THAT THE SPACING BETWEEN CONSTRUCTION AND MATERIALS FROM ADVERSE CONDITIONS AND THE CONTRACTOR MECHANICAL, ELECTRICAL, OR ARCHITECTURAL FEATURES NOT INDICATED FOR WELDS-4410 SHALL PROJECT NEW DAMAGE. 3.b. WHEN 75% OF THE ROUGH FRAMING IS IN PLACE. REMOVAL INTERFERE WITH THE NEW WORK, THE ENGINEER OF RECORD SHALL BE -1-T. GLUED L',1.1111/,TED TIMBER MEMDEGC FASTENERS IN EACH LINE AND AT EDGE MARGINS AGREES WITH THE APPROVED3.c. WHEN 100% OF THE ROOF FRAMING AND CANOPY FRAMING IS IN PLACE. IMMEDIATELY NOTIFIED AND PRIOR WRITTEN APPROVAL SHALL BE OBTAINED BEFORE O'3r 1 rLf?0,'l TTJJ E3 DE7E15E3 JUDLIITTAL b. REINFORCING STEEL: BUILDING PLANS. 29. IT IS THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT, MECHANICAL ENGINEER, REMOVAL OR MODIFICATION OF MEMBERS. 1.1. !CL 67,\IR DRAWINGS TI IAT ARE DY DTI ELKC 4.F. STRUCTURAL WOOD PER OSSC 1705.1 1.1 & 1705.12.2 ❑ ❑ ■ AND OTHERS DESIGNERS OF THE BUILDINGS HEATING. COOLING, & VENTILATION 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ARCHITECT AND STRUCTURAL 1.;. IICLICAL FIE:-,C mrtrIft GJVJITT/L 1. VERIFICATION OF SYSTEM TO ENSURE THAT THE STRUCTURE DETAILS IN THESE PLANS WILL NOT BE ENGINEER AT LEAST 48 HOURS IN ADVANCE OF THESE STRUCTURAL OBSERVATIONS. 14. THE CONTRACTOR SHALL PROMPTLY REPAIR DAMAGE TO EXISTING FRAMING CAUSED ' ' TILT OF Fi,{ILL "LI,i [ECT' G"TEL" D 1/,W€1105 Q a.) CONTINUOUS SPECIAL INSPECTION IS REQUIRED DURING FIELD GLUING • WELDABILITY OF AWS D1.4 EXPOSED TO HARMFUL (TO THE STRUCTURE AND/OR ITS OCCUPANTS) 5. STRUCTURAL OBSERVATION DO NOT CONSTITUTE SPECIAL INSPECTIONS OF ANY TYPE. DURING CONSTRUCTION WITH SIMILAR MATERIALS AND WORKMANSHIP. CONTACT THE CALCULATION'S REINFORCING STEEL OTHER X ACI 318:3.5.2 0 ■ OPERATIONS OF ELEMENTS OF THE (WIND/SEISMIC)-FORCE-RES€STING SYSTEM. ENGINEER OF RECORD TO VERIFY THE PROPOSED REPAIR SOLUTION. 1.l,. CURTAIN WALL CALCULATIONS & PLANS THAN ASTM A706. PERIODIC SPECIAL INSPECTION IS REQUIRED FOR NAILING, BOLTING, ANCHORING ACCUMULATION OF MOISTURE & OTHER HARMFUL SUBSTANCES THAT COULD LEAD TO 4-13-20 PERMIT SUBMISSION 15. THE CONTRACTOR MUST NOTIFY THE ENGINEER PRIOR TO BEGINNING CONSTRUCTION 2. ALLOW TEN (10) WORKING DAYS FOR SHOP DRAWINGS REVIEW COMMENCING THE AND OTHER FASTENING OF COMPONENTS WITHIN THE MEMBERS.HARMFUL/DESTRUCTIVE MOLD, MILDEW, CORROSION, ETC. BUILD UP ON STRUCTURAL 2. REINFORCING STRUCTURAL OBSERVATION�f✓..� 4-3-20 90%SET OR FABRICATION REGARDING ANY EXISTING MECHANICAL UNITS OR OTHER HEAVY NEXT WORKING DAY AFTER RECEIPT. PLEASE PLAN YOUR SCHEDULE ACCORDINGLY. STEEL-RESISTING FLEXURAL (WIND/SEISMIC)-FORCE-RESISITNG SYSTEM, INCLUDING WOOD SHEAR WALLS, ITEMS (200+ LBS) ON EXISTING ROOF FLOOR FRAMING NOT SHOWN IN THESE 3. NO PART OF THE CONTRACT DOCUMENTS ARE TO BE REPRODUCED AS PART OF THE AND AXIAL FORCES IN WOOD DIAPHRAGMS, DRAG STRUTS, BRACES, SHEAR PANELS AND HOLD-DOWNS. 30. THESE DRAWINGS SHALL BE CONSIDERED SUBSTANTIALLY COMPLETE. HOWEVER, IT IS GN028 3-20-20 PLANNING / INTERMEDIATE AND SPECIAL THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE ALL LABOR AND PLANS BUT LOCATED ON STRUCTURAL MEMBERS THAT ARE BEING MODIFIED OR SHOP DRAWINGS. SHOP DRAWINGS CONTAINING DETAILS, SECTIONS OR PLANS PHOTO AWS 01.4 4.G. EXPANSION/ADHESIVE ANCHORS IN CONCRETE OR MASONRY ■ ❑ ❑ PROJECT INFORMATION BLOCK MOMENT FRAMES, AND X0 ■ MATERIALS NECESSARY TO RENDER THE WORK COMPLETE, AS IS THE INTENT OF RECEIVING NEW LOADS FROM THESE PLANS. COPIED FROM THE CONTRACT DOCUMENTS WILL BE REJECTED. BOUNDARY ELEMENTS OF ACI 318:3.5.2 1. THE USE OF ROLLED STEEL SECTIONS AND/OR BOLTS MANUFACTURED (IF THEY ARE REQUIRED 8( THESE PLANS OR REQUIRED DURING CONSTRUCTION) THESE DRAWINGS, 4. BEFORE SUBMITTING A SHOP DRAWING OR ANY RELATED MATERIAL TO THIS ENGINEER. SPECIAL REINFORCED EITHER SHOWN OR INFER HERIN, THROUGH PROPER AND BYA JOB # 19366 OUTSIDE OF THE UNITED STATES WILL REQUIRED VERIFICATION THAT THE DEMOLITION SHORING NOTE„5:: THE CONTRACTOR SHALL; REVIEW EACH SUCH SUBMISSION FOR CONFORMANCE WITH CONCRETE SHEAR WALLS 5. APPROVED FABRICATORS: (MUST SUBMIT CERTIFICATE OF COMPLIANCE TO THE BUILDING ESTABLISHED CONSTRUCTION PRACTICES. PRODUCTS COMPLY WITH APPLICABLE ASTM STANDARDS. MILL DATE: 1/20/2020 16. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OF ALL THE MEANS, METHODS, TECHNIQUES, SEQUENCES. AND OPERATIONS OF AND SHEAR REINFORCEMENT. OFFICAL PER CBC 1704.2.5.2 FOR ALL OFFSITE FABRICATION SUCH AS STRUCTURAL 31. IN THESE PLANS THERE 15 NO DISTINCTION BETWEEN POSTS & COLUMNS BASED ON CERTIFICATES WILL BE REQUIRED FOR ALL STEEL. STEEL GRADES OTHER DRAWN BY: PE DEMOLITION WORK AND FOR PROVIDING ALL NECESSARY TEMPORARY SHORING, CONSTRUCTION, AND SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO, ALL AWS D1.4 STEEL, GLU-LAMS, PRECAST CONCRETE, ETC ■ ❑ ❑ OSHA DEFINITIONS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE THAN ASTM-A36 WILL REQUIRE TESTING BY AN APPROVED LABORATORY. BRACING AND PROTECTION AS NECESSARY FOR SAFETY, STABILITY AND PROTECTION OF WHICH ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR; AND APPROVE EACH 3. SHEAR REINFORCEMENT X ACI 318:3.5.2 ❑ ■ ALL FOREIGN BOLTS MUST BE APPROVED BY COUNTY OF LOS ANGELES CHECKED BY: CW OF ALL EXISTING ELEMENTS AND STRUCTURE TO REMAIN. TEMPORARY SHORING AND SUCH SUBMISSION BEFORE SUBMITTING IT. THE CONTRACTOR IS FULLY RESPONSIBLE 6. STRUCTURAL OBSERVATION REQUIRED ❑ LI ■ CLASSIFICATION OF EACH ALL MEMBER AND FOLLOWING THE REQUIRED OSHA BRACING SHALL BE ADEQUATE TO RESIST ALL APPLIED LOADS INCLUDING DEAD FOR ANY CHANGES OR DELAYS CAUSED BY PREMATURELY SUBMITTING SHOP AWS D1.4 WHEN REQUIRED BY THE BUILDING OFFICAL, THE OWNER SHALL EMPLOY THE ENGINEER ERECTION GUIDELINES. SEE NOTE 13 ON ADDITIONAL SAFETY NOTES FOR MORE INFO. BUILDING AND SAFETY PRIOR TO THEIR USE. 4. OTHER REINFORCEMENT X ❑ •■ MODEL LOAD, LIVE LOADS, SNOW LOADS AND CONSTRUCTION LOADS, TO PROVIDE STABILITY, DRAWINGS. THIS ENGINEERS SHOP DRAWINGS REVIEW AND STAMP DOES NOT ACI 318:3.5.2 OF RECORD (EOR) BRAD YOUNG AND ASSOCIATES, INC. TO PERFORM STRUCTURAL 32. DUTY OF COOPERATION: ISSUANCE OF THESE STRUCTURAL DOCUMENTS (DRAWING AND 2. HOLD-DOWN CONNECTOR BOLTS SHALL BE TIGHTENED TO FINGER TIGHT AND TO PROVIDE FOR RESISTANCE TO WIND AND SEISMIC FORCES UNTIL ANY ALLEVIATE THE CONTRACTORS RESPONSIBILITY TO REVIEW THE SAME SHOP DRAWINGS. 6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR OBSERVATION AS DEFINED IN OSSC 1704.6, AND AT THE INSTANCES LISTED BELOW (A). SPECIFICATIONS) CONTEMPLATES FURTHER COOPERATION AMONG ALL PARTIES PLUS ONE HALF WRENCH TURN PRIOR TO COVERING THE WALL FRAMING. REQUIRED MODIFICATIONS TO THE STRUCTURE ARE COMPLETED. THIS ENGINEER SHALL ASSUME THAT NO SHOP DRAWING OR RELATED SUBMITTALCOMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS: PLEASE PROVIDE 2 WEEKS NOTICE IN WRITING PRIOR TO NEEDING ALL INSPECTIONS. INVOLVED. DESIGN AND CONSTRUCTION ARE COMPLEX, AND ALTHOUGH THE DESIGN DRAWING STANDARDS v20. 1 COMPRISES AN INTENTIONAL VARIATION UNLESS CONTRACTOR ADVISES THIS ENGINEER YES NO N/A 6.a. PLEASE REFER TO GENERAL NOTE "STRUCTURAL OBSERVATION" FOR MORE SERVICES HAVE BEEN PERFORMED WITH DUE CARE AND DILIGENCE, PERFECTION OTHERWISE IN WRITING WHICH IS THEN ACKNOWLEDGED BY THIS ENGINEER IN a. DETAILS SUCH AS BRACING ❑ ❑ ■ INFORMATION REGARDING INSPECTOF CONSTRUCTION. CANNOT BE GUARANTEED. COMMUNICATION IS NECESSARY AND ANY STRUCTURAL NOTES SHEET TITLE MISCELLANEOUS WRITING. AND STIFFENING. DISCREPANCY SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER WHOSEION AT VARIOUS STAGES3C 1OINTERPRETATION SHALL BE FINAL DISCREPANCIES NOT BROUGHT TO THE ENGINEER'S 8 SHOP DRAWINGS b. MEMBER LOCATIONS. 111 III ■ ATTENTION DURING THE BIDDING OF THE PROJECT WILL BE DEEMED TO HAVE BEEN STANDARD NOTES c. APPLICATION OF JOINTBID IN THE MORE COSTLY MANNER. DETAILS AT EACH ❑ ❑ ■ 4 AND DETAILS CONNECTION. GENERAL NOTES 5 SPECIAL INSPECTION NOTES GN001 I GN012-2019 OSCC SHEET NUMBER 81 . 1 i 1. THIS BUILDING HAS BEEN DESIGNED TO SUSTAIN, WITHIN THE LIMITATIONS SPECIFIED IN 1. DETAILS AND DIMENSIONS OF CONSTRUCTION SHALL BE VERIFIED AT THE SITE BY THE STANDARD NOTES AND DETAILS 1. THE SOILS REPORT. IN ITS ENTIRELY SHALL BE INCLUDED AS PART OF THE THE 2019 OREGON STRUC. SPECIATY CODE (OSSC), ALL DEAD LOADS AND OTHER CONTRACTOR AND ANY DISCREPANCY BETWEEN THE PLANS AND THE INTENT OF THE 51.1 STANDARD NOTES AND DETAILS CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR READING AND APPLICABLE LOADS SPECIFIED IN CHAPTER 16 OR ELSEWHERE IN THE CODE. 1. THIS SECTION APPLIES TO THE STRUCTURAL PORTIONS OF THE PROJECT REQUIRING YES N/A PROJECT SHALL BE PROMPTLY REPORTED TO THE ENGINEER BEFORE CONSTRUCTION UNDERSTANDING ALL OF THE SOILS REPORTS RECOMMENDATIONS. ALL OF THE SOILS51.2 STANDARD NOTES AND DETAILS REPORTS RECOMMENDATIONS MUST BE FOLLOWED. FOR RECOMMENDED SOIL 2. ALL ALLOWABLE STRESSES AND SOIL-BEARING VALUES SPECIFIED IN THE CODE FOR SPECIAL INSPECTION. THE SPECIAL INSPECTOR'S DUTIES ARE AS DESCRIBED IN 4.C. CONCRETE CONSTRUCTION PER OSSC 1705.3 ■ ❑ OR FABRICATION BEGINS. "DO NOT SCALE DRAWINGS". WORKING STRESS DESIGN HAVE BEEN INCREASED ONE THIRD WHEN CONSIDERING WIND 2019 OREGON STRUCTURAL SPECIALTY CODE (OSSC) S1.3 STANDARD NOTES AND DETAILS BEARING PRESSURE, FOUNDATION MATERIAL AND SITE GRADING SEE SOILS AND 2. ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY GEOLOGICAL REPORT BY: OR EARTHQUAKE FORCES EITHER ACTING ALONE OR WHEN COMBINED WITH VERTICAL DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: THIS DRAWING ARE OWNED BY AND THE PROPERTY OF BRAD YOUNG & ASSOCIATES, PLANS LOADS. NO INCREASE HAS BEEN TAKEN FOR VERTICAL LOADS ACTING ALONE. VERIFICATION AND CONTINUOUS PERIODIC REFERENCE NONE PROVIDED BY OWNER, USE CODE MIN. 1.a. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL INSPECTION STANDARD INC. (BYA), AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN S2.1 FOUNDATION PLAN 3. EACH COMPONENT HAS BEEN DESIGNED TO RESIST THE MOST CRITICAL EFFECT DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL CONNECTION WITH THE SPECIFIED PROJECT ONLY. NONE OF SUCH IDEAS, DESIGNS, 52.2 ROOF PLAN RESULTING FROM ALL APPLICABLE LOAD COMBINATIONS REQUIRED BY THE CODE AND THE ENGINEER OF RECORD FOR INSPECTION OF THE PARTICULAR TYPE OF 1, INSPECTION OF REINFORCING ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM DESIGN SOIL BEARING VALUE = 1500 PSF FOR: DL + LL STEEL, INCLUDING PRESTRESSING X ACI 318: 3.5, 7.1-7.7 ■ ❑ OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION FIXTURE DETAILS 4. GRAVITY LOADS: (THESE ARE THE GENERAL DESIGN LOADS. THEY MAY BE DIFFERENT IN CONSTRUCTION OR OPERATIONS REQUIRING SPECIAL INSPECTIONS. TENDONS, AND PLACEMENT. W) LOCALIZED AREAS.) 1bTHE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR OF BYA, FILING THESE DRAWINGS WITH ANY PUBLIC AGENCY IS NOT PUBLICATION OF S3.1 FIXTURE DETAILS DESIGN SOIL BEARING VALUE = N/A PSF FOR: DL + LL + (EQ OR . . 2. INSPECTION OF REINFORCING AWS D1.4 SAME. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN 2. EXISTING FOOTING OR FOUNDATIONS WHICH MAY BE AFFECTED BY ANY EXCAVATION 4.A. DEAD LOADS: CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS IF STEEL WELDING IN ACCORDANCE ACI 318: 3.5.2 ❑ ■ PART IS PROHIBITED. TITLE TO THESE PLANS REMAINS WITH THE BRAD YOUNG & 53.2 FIXTURE DETAILS SHALL BE UNDERPINNED ADEQUATELY OR OTHERWISE PROTECTED AGAINST APPLICABLE. WITH TABLE 1705.2, ITEM 56 ASSOCIATES, INC. AND VISUAL CONTACT WITH THEM CONSTITUTES PRIMA FACIE SETTLEMENT AND SHALL BE PROTECTED AGAINST LATERAL MOVEMENT. (E) FLOOR LOAD = 14 PSF 1.c. COPIES OF TEST RESULTS AND FINAL REPORTS SHALL BE FURNISHED TO THIS 3. INSPECTION BOLTS TO BE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. 54.1 FRAMING DETAILS FRAMING DETAILS 3. FILLS USED TO SUPPORT THE FOUNDATIONS OF ANY BUILDING OR STRUCTURE NEW ENTRY ROOF DEAD LOAD = N/A ENGINEER 1N ADDITION TO OTHER NORMAL DISTRIBUTIONS WITHIN ONE WEEK OF INSTALLED IN CONCRETE PRIOR 3. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF LOCAL, COUNTY, STATE, OR SHALL BE PLACED 1N ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. A SOIL CANOPY ROOF DEAD LOAD = N/A THE TEST OR INSPECTION. TO AND DURING PLACEMENT OF X ❑ ■ 34.2 FRAMING DETAILS WOOD STUD WALL = N A 1.d. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONCRETE WHERE ALLOWABLE FEDERAL AGENCIES HAVING JURISDICTION. BRAD YOUNG & ASSOCIATES, INC. ASSUMES I INVESTIGATION REPORT AND A REPORT OF SATISFACTORY PLACEMENT OF FILL BOTH / LOADS HAVE BEEN INCREASED. NO RESPONSIBILITY FOR SUPERVISION OF CONSTRUCTION OR PROPER EXECUTION OF CONTRACTOR FOR CORRECTION. THEN IF UNCORRECTED TO THE ENGINEER OF ACCEPTABLE TO THE BUILDING OFFICIAL AND THE ENGINEER OF RECORD SHALL BE CMU WALL = 66 PSI THE WORK SHOWN ON THESE DRAWINGS. SAFETY METHODS AND TECHNIQUES ARE THE SUBMITTED. A SOILS REPORT PROVIDES THE BUILDING DESIGN ENGINEER WITH SITE RECORD AND TO THE BUILDING OFFICIAL. 4. VERIFY USE. OF REQUIRED ACI 318: 3.5 SOLE RESPONSIBILITY OF THE CONTRACTOR. ANY DEVIATIONS OR UNAUTHORIZED 4.B. LIVE LOADS: DESIGN MIX. X CH. •4, 5.2-5.4 ■ ❑ 1 STRUCTURAL DRAWING PREPARATION AND FOUNDATION DESIGN RECOMMENDATIONS. IF THE BUILDING OWNER 1.e. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING CHANGES TO THESE DRAWINGS ARE NOT THE RESPONSIBILITY OF BRAD YOUNG & OR TENANT AUTHORIZING THE CURRENT CONSTRUCTION DOES NOT PROVIDE A SOILS ROOF LIVE LOAD = 20 PSF WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS TO THE BEST OF THE ASSOCIATES, INC. DEVIATIONS FROM THE ORIGINAL DRAWINGS MUST BE APPROVED IN REPORT TO THE ENGINEER OF RECORD, THE OWNER OR TENANT AUTHORIZING THE ROOF POPUP/MANSARD LIVE LOAD = N/A INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED PLANS AND 5. AT THE TIME FRESH CONCRETEIS WRITING PRIOR TO CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE OSSC TTE CURRENT CONSTRUCTION BY PROCEEDING WITH CONSTRUCTION, IS PROCEEDING AT (E) FLOOR OFFICE = N/A SPECIMENS FOR STRENGTH ASTM C 172 NOTIFY THE ENGINEER OF THE PROGRESS OF THE PROJECT TO FACILITATE OUR THEIR OWN RISK AND THIS ENGINEER ASSUMES NO RESPONSIBILITY FOR THE 2. ALL TEST AND INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT TESTING AND TESTS, PERFORM SLUMP AND X ASTM C 31 ❑ ■ ON-SITE VISITS TO ANSWER QUESTIONS AND VIEW THE PROGRESS AND QUALITY OF PARTITION LOAD = N/A AIR CONTENT TESTS, AND ACI 318: 5.6, 5.8 A.B. ANCHOR BOLT EOR ENGINEER OF POSSIBLE MOVEMENT OF THE SOILS SUPPORTING THE BUILDING FOUNDATION. INSPECTION AGENCY EMPLOYED BY THE OWNER OR ARCHITECT AND NOT THE DETERMINE THE TEMPERATURE WORK IF REQUIRED. ADJ. ADJUSTABLE RECORD FLOOR EXTERIOR = N/A CONTRACTOR PER CBC SECTION 109, APPENDIX GAP CHAPTER, JOB SITE VISITS BY THE OF THE CONCRETE. 4. THE CONTRACTOR SHALL NOTIFY OUR OFFICE 48 HOURS PRIOR TO THE FOLLOWING ABV. ABOVE ENGR. ENGINEER 4. FOUNDATIONS SUPPORTING WOOD SHALL EXTEND AT LEAST 8" ABOVE THE ADJACENT FLOOR LIGHT STORAGE - N/A ENGINEER OF RECORD DOES NOT CONSTITUTE A SPECIAL INSPECTION. FINISH GRADE. 6. INSPECTION OF CONCRETE AND ONLY IF THESE PLANS OR ANY *OTHER AUTHORITY PHASES OF CONSTRUCTION A.C.I. AMERICAN EQ. EQUIPMENT O.H. 5. VAPOR BARRIER SHOULD CONFORM WITH ASTM ® 775 85 STANDARD PRACTICE FOR FLOOR HEAVY STORAGE = N/A 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE TEST AND INSPECTION SHOTCRETE PLACEMENT FOR CONCRETE ES EDGE SCREW OR O.D. FLOOR RESIDENTIAL BASIC = N/A FIRM WITH A SCHEDULE TO FACILITATE THE PROPER COORDINATION OF WORK. PROPER APPLICATION X ACI 318: 5.9, 5.10 ❑ ■ SPECIFICALLY REQUIRES THE ENGINEER OF RECORD TO MAKE A JOB INSPECTION, INSTITUTE EACH SIDE SELECTION OF VAPOR RETARDER FOR THERMAL INSULATION. TECHNIQUES. A.I.S.C. AMERICAN EXIST (E) EXISTING PL. BALCONIES DECKS = N/A 4. PORTIONS OF WORK REQUIRING SPECIAL INSPECTION: 4.A. FOUNDATION POURS* 6. SITE PREPARATION SHOULD BE DONE ACCORDING TO THE SITE SOILS REPORT I. 7. INSPECTION FOR MAINTENANCE 4.B. AFTER THE ERECTION OF THE SUPERSTRUCTURE AND PRIOR TO CLOSING-1N INSTITUTE OF EXP. EXPANSION PENNY GENERAL SITE CLEARING SHOULD INCLUDE REMOVAL OF VEGETATION; EXISTING STORAGE = N/A 4.A. SOIL AND FOUNDATION: OF SPECIFIED CURING x ACI 318: 5.11, 5.13 ❑ ■ * STEEL CONSTR. FIN. FINISH UTILITIES; STRUCTURES INCLUDING FOUNDATION; BASEMENT WALLS AND FLOORS; 4.C. SNOW LOADS: a.) SOIL CONDITIONS, FILL PLACEMENT AND LOAD-BEARING YES N/A TEMPERATURE AND TECHNIQUES. OF ANY PHASE. A.S.T.M. AMERICAN SOCIETY F.N. FIELD NAILING EXISTING STOCKPILE SOIL; TREES AND ASSOCIATED ROOT SYSTEMS; RUBBLE; GROUND SNOW LOAD, P _ 10 PSF REQUIREMENTS PER OSSC 1705.6 ❑ ■ 5. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF ALL FOR TESTING FM FACE MOUNT Pg 8. INSPECTION OF PRE STRESSED DIMENSIONS, GRADES, AND OTHER CONDITIONS, AND SHALL CORRELATE AT THE JOB & MATERIALS FLR. FLOOR RUBBISH; AND ANY LOOSE AND/OR SATURATED MATERIAL. SITE STRIPPING SHOULD SLOPED ROOF SNOW LOAD, Ps = 10 PSF CONTINUOUS PERIODICALLY CONCRETE: APA AMERICAN PLYWOOD FTF FLOOR TO FL001 EXTEND TOA MINIMUM DEPTH OF 2 TO 4 INCHES, OR UNTIL ALL ORGANICS IN VERIFICATION AND INSPECTION TASK DURING TASK DURING TASK SITE ALL SUCH ITEMS. GENERAL CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO ASSOCIATION EDN. FOUNDATION EXCESS OF 3 PERCENT BY VOLUME ARE REMOVED. DEEPER STRIPPING MAY BE 5. WIND LOADS: LISTED LISTED a. APPLICATION OF X THE ENGINEER FOR CLARIFICATION AND CORRECTION PRIOR TO BEGINNING ANY WORK. ARCH. ARCHITECTU(URAL) FRMG. FRAMING R. REQUIRED IN LOCALIZED AREAS. THESE MATERIALS WILL NOT BE SUITABLE FOR USE a BASIC WIND SPEED3--SECOND GUST), V = 97 MPH 1. VERIFY MATERIALS BELOW FOOTING ARE ADEQUATE PRESTRESSED FORCES. AC! 318: 18.20 { ) AS ENGINEERED FILL. TO ACHIEVE THE DESIGN BEARING CAPACITY PRIOR X ❑ • ACI 318: 18.18.4 ❑ ■ 6. ALL STRUCTURAL MEMBERS SHOWN ON THE PLANS ARE DESIGNED AS IN THEIR FINAL AWS AMERICAN WELDING GA. GALVANIZED REINF. b) RISK CATEGORY TO PLACEMENT OF REBAR b. GROUTING OF BONDED LOCATION. BRAD YOUNG & ASSOCIATES, INC. HAS NOT PERFORMED CONSTRUCTION SOCIETY G.L.B. GLUE LAM BEAM REQ'D PRESTRESSED TENDONS IN ENGINEERING SHORING CALCULATIONS OR ENGINEERING NECESSARY TO PLACE ANY 3D. BOARD GRD. GRADE RM. 7. DEVELOP AND MAINTAIN SITE GRADES WHICH WILL RAPIDLY DRAIN SURFACE AND g X { ) c) EXPOSURE 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPI R THE SEISMIC FORCE W. BRACED FRAME H.D. HOLDOWN RTU ROOF RUNOFF AWAY FROM FOUNDATIONS AND FLOOR SLABS - BOTH DURING AND X ❑ ■ RESISTING SYSTEM STRUCTURAL MEMBERS IN THEIR FINAL LOCATION (ERECTION CALCULATIONS). AFTER CONSTRUCTION. ADJACENT OF AT LEAST 5' AWAY FROM STRUCTURES TO 6. SEISMIC LOAD: DEPTH AND HAVE REACHED PROPER MATERIAL3LK. BLOCK HGR. HANGER PRECLUDE POUNDING OF WATER ADJACENT TO FOUNDATIONS. - 1.00 7. DETAILS AND NOTES ON TYPICAL SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN 3LKG. BLOCKING HDR. HEADER a) IMPORTANCE FACTOR 1 - (RISK CATEGORY If ) 3. PERFORM CLASSIFICATION AND TESTING of X ❑ ■ 9. ERECTION OF PRECAST X ACI 318: CH. 16 OTHERWISE. DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME 30T. BOTTOM HT. HEIGHT b) SPECTRAL RESPONSE ACCELERATION, 5s COMPACTED FILL MATERIALS. CONCRETE MEMBERS. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING NECESSARY TO = 0.856 NATURE AS SHOWN FOR SIMILAR CONDITIONS. TYPICAL DETAILS ARE AT NO SCALE. BM. BEAM HORIZ. HORIZONTAL SUPPORT CUT AND OR FILL BANKS DURING EXCAVATION, AND FOR FORMING AND = 0.397 4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND B.N. BOUNDARY NAILING HSB HIGH STRENGTH / S1 - 10. VERIFICATION ON IN-SITU 8. DO NOT SCALE STRUCTURAL DRAWINGS. IF DIMENSIONS OR DETAIL ARE NOT CLEAR, PLACEMENT OF CONCRETE. GENERAL CONTRACTOR AND CONCRETE 5U8-CONTRACTOR LIFT THICKNESSES DURING PLACEMENT AND X ❑ ■ C CHANNEL BOLT D COMPACTION OF COMPACTED FILL. CONCRETE STRENGTH PRIOR TO OR DISCREPANCIES EXIST ON THE DRAWINGS OR SPECIFICATIONS, CONTACT THE 1 c) SITE CLASS STRESSING OF TENDONS IN CLG. CEILING H.S. HIGH SIDE S.M.S. SHALL REVIEW AND FAMILIARIZE THEMSELVES WITH THE SOILS REPORT. . ENGINEER. d) SPECTRAL RESPONSE COEFFICIENTS, Sds = 0.685 5. PRIOR TO PLACEMENT OF COMPACTED FILL, OBERVE POST TENSIONED CONCRETE ❑ ■ CLR. CLEAR HSS HALLOW SQUARE 9. VERIFY BUILDING ORIENTATION & PLACEMENT ON THE SITE WITH THE APPROVED SUBGRADE AND VERIFY SITE HAS BEEN PREPARED X ❑ ■ AND PRIOR TO REMOVAL OF X ACI 318: 6.2 g. SEE MECHANICAL, ELECTRICAL, AND/OR ARCHITECTURAL DRAWINGS FOR LOCATION AND COL. COLUMN SECTION SPEC. PROJECT SITE PLAN. THE PROJECT SITE PLAN SUPERSEDES NORTH ARROW SHOWN Sd1 = 0.503 PROPERLY SHORES AND FORMS FROM SIZE OF PIPES, CONDUITS, FLOOR DRAINS, VENTS, DUCTS, DRAIN LEADERS AND C.M.U. CONCRETE MASONRY IN. INCH STGR. ON THE STRUCTURAL PLANS. e) SIESMIC DESIGN CATEGORYBEAMS AND STRUCTURAL 0YES N/A SLABS. OTHER SIMILAR OPENINGS NOT INDICATED ON THE STRUCTURAL DRAWINGS. UNIT I.D. INSIDE DIAMETER STL. b.) INSTALLATION AND TESTING OF PILE FOUNDATIONS C.J. CONSTRUCTION INT. INTERIOR STIFF 10. A LETTER FROM SOIL ENGINEER SHALL BE PROVIDED CONFIRMING THAT THE f) SEISMIC-FORCE-RESISTING SYSTEM, R Qo Cd ❑ ■ 11. INSPECT FORMWORK FOR 10. SEE MECHANICAL, ELECTRICAL AND/OR ARCHITECTURAL DRAWINGS FOR EMBEDMENT OF JOINT JIT. JOIST FOUNDATIONS PLAN, GRADING PLAN, AND SPECIFICATIONS HAVE BEEN REVIEWED AND INTERMEDIATE REINFORCED MASONRY 3.5 2.5 2.25 PER OSSC 1705.7 SHAPE, LOCATION AND ❑ ■ BOLTS, ANCHORS AND OTHER MISCELLANEOUS EMBEDDED ITEMS NOT SHOWN ON CONC. CONCRETE K or KIPS 1000Ibs THAT IT HAS BEEN DETERMINED THAT THE RECOMMENDATIONS IN THE SOILS SHEARWALLS DIMENSIONS OF THE CONCRETE X ACI 318; 6.1.1 STRUCTURAL DRAWINGS. CONSTR. CONSTRUCTION LAM. LAMINATED CONTINUOUS PERIODICALLY MEMBER BEING FORMED. REPORT I ARE PROPERLY INCORPORATION INTO THE PLANS. VERIFICATION AND INSPECTION TASK DURING TASK DURING TASK CONT. CONTINUOUS LB or LBS. POUNDS 7. g) SEISMIC RESPONSE COEFFICIENT, Cs = SEE CALC'S LISTED LISTED YES N/A 11. SEE PLUMBING & ARCHITECTURAL PLANS FOR REQUIRED SLAB WORK FOR FLOOR )A DOUBLE ANGLE L.S. LOW SIDE FROST LINE DEPTH = N/ADRAINS. 11. CONTINUOUS AND PAD FOOTINGS SHOULD HAVE A MINIMUM EMBEDMENT DEPTH AS 4.0. MASONRY CONSTRUCTION PER OSSC 1705.3 ❑ ■ )EMO. DEMOLISH LT. WT. LIGHT WEIGHT V.N.V. 1, VERIFY PILE MATERIALS, SIZES AND LENGTHS SPECIFIED IN THE FOOTING SCHEDULE ("7") OR NOTED IN THE PLANS BELOW COMPLY WITH THE REQUIREMENrs. X ❑ ■ 12. THE DESIGN, FABRICATIDN AND CONSTRUCTION SHALL COMPLY WITH ALL ACCEPTED )ET. DETAIL LLV LONG LEG VERTICAL ROUGH PAD GRADE OR ADJACENT EXTERIOR GRADE, WHICHEVER IS LOWER. THE 8. BY ISSUING A BUILDING PERMIT, THE GOVERNING BUILDING DEPARTMENT FOR THISLEVEL 1 LOCAL GOVERNING CODES OF THE PARTICULAR AREA UNDER CONSTRUCTION. )IAG. DIAGONAL M.B. MACHINE BOLT VERT. PROJECT IS APPROVING ALL LOADS AND LOAD FACTORS LISTED IN ITEMS 4B, 4C, 5, ENGINEER MUST BE NOTIFIED IF THERE IS A DISCREPANCY BETWEEN THE SOILS 2. VERIFY DETERMINE CAPACITIES OF TEST PILES AND )IA. (0) DIAMETER MAS MASONRY W. 6, & 7. CONDUCT ADDITIONAL LOAD TESTS, AS REQUIRED X ❑ ■ FREQUENCY OF REFERENCE FOR 13. THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE REPORT.' REQUIREMENTS AND THE STRUCTURAL PLANS. )IM. DIMENSIONS MAX. MAXIMUM WT. 9. N/A INDICATES THAT THIS ITEM IS NOT APPLICABLE TO THIS PROJECT. VERIFICATION AND INSPECTION CRITERIA CONTRACTOR'S PERFORMANCE, IF REQUIRED, IS NOT INTENDED TO INCLUDE REVIEW )BL. DOUBLE MF. MOMENT FRAME W.W.M / 3. OBSERVE DRIVING OPERATIONS AND MAINTAIN )WG. DRAWING MTL METAL 12. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE CIVIL & ARCHITECTURAL COMPLETE AND ACCURATE RECORDS FOR EACH PILE, X ❑ ■ INSPECTION ACI 530 ACI 530.1 OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE PLANS, WITH RESPECT TO GRADE, WITH THE FOUNDATION PLAN. THIS INCLUDES, BUT CONTINUOUS PERIODIC ASCE 5 ASCE 6 CONSTRUCTION SITE. A. EACH MIN. MINIMUM IS NOT LIMITED TO, COORDINATING ALL REQUIRED STEP FOOTING LOCATIONS BASED6 DESIGN CRITERIA 4. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS TMS 402 TMS 602 14. ANY SUPPORT SERVICES PERFORMED BY THE ENGINEER FIELD REPRESENTATIVES ON THE GUIDE LINES IN THE STEPPED CONCRETE FOOTING DETAIL BETWEEN THE BASED :.N. EDGE NAILING N.T.S. NOT TO SCALE CONFIRM TYPE AND SIZE OF HAMMER, RECORD ELEV. ELEVATION NO. or # NUMBER DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED REQUIRED FINAL GRADING / CIVIL PLANS & ARCHITECTURAL PLANS AND FOOTING/ NUMBER OF BLOWS PER FOOT OF PENETRATION, 1. VERIFY COMPLIANCE WITH DETERMINE REQUIRED PENETRATIONS TO ACHIEVE X ❑ ■ APPROVED SUBMITTALS X ART. 1.5 ❑ ■ INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES FOUNDATION LAYOUT. ANY DISCREPANCIES MUST BE BROUGHT TO THE ENGINEERS GN004-2019 OSCC DESIGN CAPACITY, RECORD TIP AND BUTT ELEVATIONS PERFORMED BY THE ENGINEER WHETHER PERFORMED PRIOR TO, DURING, OR AFTER ^ ABBREVIATIONS ATTENTION BEFORE ANY CONSTRUCTION BEGINS. AND DOCUMENT ANY PILE DAMAGE. 2, AS MASONRY CONSTRUCTION COMPLETION OF CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF 2 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SITE SAFETY. THE FOLLOWING BEGINS, VERIFY THAT THE) ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT 13. THE EXTERIOR FLATWORK SHOULD BE POURED SEPARATELY IN ORDER TO ACT REQUIREMENTS ARE NOT INTENDED TO BEA COMPLETE LIST, BUT ARE ADDITIONAL c. INSTALLATION AND TESTING OF PIER FOUNDATIONS YES N/A FOLLOWING ARE IN COMPLIANCE: INDEPENDENTLY OF THE WALLS AND FOUNDATION SYSTEM. SEE CIVIL / ARCH. DRAWINGS AND SPECIFICATIONS, BUT THEY DO NOT GUARANTEE CONTRACTOR'S PLANS FOR EXTERIOR FLATWORK INFO. SAFETY REQUIREMENTS FOR THE CONTRACTOR. OBSERVATION VISITS TO THE SITE BY PER OSSC 1705.8 ❑ •■ b. PROPORTIONS OF SITE X ART. 2.1 ❑ ■ PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE FOLLOWING PREPARED MORTAR ART. 2.6A 14. THE GEOTECHINICAL ENGINEER SHALL SUBMIT A WRITTEN STATEMENT WITH A COPY ITEMS: CONTINUOUS PERIODICALLY 15. ALL WORK SHALL CONFORM TO THE LATEST APPLICABLE CONSTRUCTION SAFETY I-Ibl�1� VERIFICATION AND INSPECTION TASK DURING TASK DURING TASK b. CONSTRUCTION OF MORTAR ❑ ■ V,,,/ -STEEL 11$11411a DIRECTLY TO THE STRUCTURAL ENGINEER AT THE COMPLETION OF THE PART OF 2. THE STRUCTURE SHOWN IN THESE DRAWINGS IS STRUCTURALLY SOUND ONLY IN ITS LISTED LISTED JOINTS X ART. 3.38 REQUIREMENTS OF O.S.H.A. AND ANY OTHER GOVERNMENTAL ENTITY HAVING ,,,�„_ ,- THE PROJECT SUMMARIZING THE TEST RESULTS / ITEMS MONITORED WITH THE JURISDICTION. SHORING TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE COMPLETE FORM,. THE DESIGN ADEQUACY AND SAFETY OR ERECTION BRACING, I. OBSERVE DRILLING OPERATIONS AND MAINTAIN c. GRADE AND SIZE OF SPECIFIC REQUIREMENTS. COMPLETE AND ACCURATE RECORDS FOR EACH PIER. X ❑ ■ PRESTRESSING TENDONS AND X ART. 2.4B [-I ■ 16. THESE DRAWINGS SHALL BE CONSIDERED SUBSTANTIALLY COMPLETE. HOWEVER, IT IS �� -MASONRYw �;�%� CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. THE ANCHORAGES ART. 2.4H THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE ALL LABOR AND CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE 2. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, MATERIALS NECESSARY TO RENDER THE WORK COMPLETE, AS IS THE INTENT OF FOOTNOTE: APPLICATION OF ALL WALLS AND ROOF & FLOOR SHEATHING. HE SHALL PROVIDE THE CONFIRM PIER DIAMETERS, BELL DIAMETER (IF d. LOCATION OF REINFORCEMENT, ART. 3.4 THESE DRAWINGS, EITHER SHOWN OR INFERRED HEREIN, THROUGH PROPER APPLICABLE), LENGTHS, EMBEDMENT INTO BEDROCK X CONNECTORS, PRESTRESSING X ART. 3.6A ❑ ■ ESTABLISHED CONSTRUCTION PRACTICES. °°a°o°°°o °°°°°0000;oa° -AGGREGATE I. -GRC 1. IF NO SOILS REPORT HAS BEEN PROVIDED BY THE OWNER OR TENANT NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE ❑ ■ TENDONS AND ANCHORAGES AFOREMENTIONED MATERIALS. (IF APPLICABLE) AND ADEQUATE END BEARING AUTHORIZING THE CURRENT CONSTRUCTION AS INDICATED BY NOTE 1, THE STRATA CAPACITY. 17. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK AND THE OWNER OR TENANT AUTHORIZING THE CURRENT CONSTRUCTION BY PROCEEDING 3. AN ERECTION PLAN 15 REQUIRED FOR MOST CONSTRUCTION PHASES. CONTRACTOR YES N/A e. PRESTRESSING TECHNIQUE X ART. 3.6B ❑ ■ COORDINATION OF ALL TRADES AND GOVERNING AGENCIES, AND SHALL PROVIDE ALL _ -WOOD BLOCK r a 4 I -COr' WITH CONSTRUCTION, IS PROCEEDING AT THEIR OWN RISK AND THIS ENGINEER SHALL DETERMINE ALL CONSTRUCTION PHASES WHICH REQUIRE ERECTION PLANS 4.B. STEEL CONSTRUCTION PER OSSC 1705.2 ■ ❑ MATERIAL AND LABOR SHOWN OR INFERRED ON THESE PLANS. ASSUMES NO RESPONSIBILITY FOR THE POSSIBLE MOVEMENT OF THE SOILS ACCORDING TO ALL APPLICABLE SAFETY REGULATIONS. A CERTIFIED COPY OF SUCH 3. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN 18. ALL MATERIAL AND WORK PERFORMED SHALL CONFORM WITH THE REQUIREMENTS OF SUPPORTING THE BUILDING FOUNDATION. IF NO SOILS REPORT HAS BEEN ERECTION PLANS SHALL REMAIN ON THE CONSTRUCTION SITE AT ALL TIMES. VERIFICATION AND REFERENCE COMPLIANCE: �_ -CONTINUOUS WOOD MEMBER PROVIDED IGNORE THE SOILS REPORT REFERENCE IN NOTES 3,6,8,10 & 11. INSPECTION CONTINUOUS PERIODIC STANDARD THE BUILDING CODE OR OTHER GOVERNING CODES AND BUILDING ORDINANCES. ALL 4. TEMPORARY LOADING DURING CONSTRUCTION SHALL NOT OVERLOAD DESIGN VALUES. ART. 3.20REFERENCE TO THE BUILDING CODE SHALL BE THE LATEST ADOPTED EDITION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ALL TRADES OF SUCH DESIGN VALUES. 1. MATERIAL VERIFICATION OF a. GROUT SPACE IS CLEAN - X ART. 3.2F ❑ ■ g FOUNDATION NOTES THE USE OF ATV TYPE MATERIAL HANDLING EQUIPMENT IS PROHIBITED FROM USE ON HIGH-STRENGTH BOLTS, NUTS 19. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND WASHERS: AND DD NOT INDICATE THE METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL DETAIL IEE. WOOD ROOFS AND ELEVATED FLOORS. b. GRADE, TYPE, AND SIZE OF SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR AIX DETAIL REINFORCEMENT AND ANCHOR ART. 2.4 X SEC. 6.1 CONSTRUCTION A METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES, 5. THE CONTRACTOR SHALL PROVIDE ATTACHED VISIBLE PLATES INDICATING THE DESIGN a. MATERIAL INDENTIFICATION APPLICABLE ASTM BOLTS, AND PRESTRESSING ART. 3.4 ❑ ■ CONS MEANS HOD TECHNIQ E 1. THESE ADDITIONAL NOTES ARE SUPPLEMENTAL TO THE "GENERAL NOTES" INDICATED LOADS IN ALL SPACES AS REQUIRED BY APPLICABLE SAFETY REGULATIONS. THE MARKINGS TO CONFORM TO MATERIAL TENDONS AND ANCHORAGES INCLUDING, BUT NOT LIMITED TO BRACING AND SHORING. OBSERVATION VISITS TO THE SHEET REF. OCCUPANT OF THE BUILDING SHALL BE RESPONSIBLE FOR KEEPING THE ACTUAL LOAD ASTM STANDARDS SPECIFIED X SPECIFICATIONS; AISC ❑ ■ SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT OR ENGINEER SHALL NOT AND THE PROJECT SPECIFICATIONS IF APPLICABLE. REFER TO PROJECTIN THE APPROVED PLACEMENT OF INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER A3.3 SECTION c. SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS IF APPLICABLE. BELOW THE ALLOWABLE LIMITS. CONSTRUCTION DOCUMENTS. 360, REINFORCEMENT, ART. 3.2E CONNECTORS, AND X SEC. 6.1 ART. 3.4 DETAIL T 2. STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH ARCHITECTURAL, PLUMBING, 6. CONTRACTOR SHALL DETERMINE IF A CALOSHA PERMIT IS REQUIRED, IF SO, IT SHALL b. MATERIAL MANUFACTURER'S ❑ ■ 0 DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND REFERS ELECTRICAL, CIVIL AND MECHANICAL. DRAWINGS. THE CONTRACTOR IS RESPONSIBLE BE THE CONTRACTORS RESPONSIBILITY TO OBTAIN SUCH PERMIT. CERTIFICATE OF COMPLIANCE X ❑ ■ PANCHRESTORAGES SSING TENDONS AND ART. 3.6A DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT 7. THE LACK OF A HIGH GUARDRAIL AT BUILDING PARAPETS FLOOR OPENING & ROOF REQUIRED. FOR COORDINATING SUCH REQUIREMENTS INTO THEIR SHOP DRAWINGS AND WORK. SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER, WHETHER OF MATERIAL OR d. PROPORTIONS OF SITE - © � SECTIO 3. NO OPENING SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT THE WRITTEN OPENINGS DOES NOT MEET CURRENT LABOR CODE FOR AN OCCUPIED SPACE. THIS 2, INSPECTION OF HIGH-STRENGTH PREPARED GROUT AND WORK, AND FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVINGt. ENGINEER RECOMMENDS THE USE OF GUARDRAILS AT STATED LOCATIONS. IF BOLTING: PRESTRESSING GROUT FOR X ART. 2.68 ❑ •■ CONFORMANCE WITH CONTRACT DOCUMENTS, DO NOT GUARANTEE CONTRACTOR'S © f�EFEREE..,L APPROVAL OF THE ENGINEER OF RECORD. BONDED TENDONS GUARDRAILS ARE NOT USED THE OWNERS SHALL ACCEPT FULL RESPONSIBILITY. IN PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. 4. NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERS SHALL BE MADE a. BEARING - TYPE e. CONSTRUCTION OF MORTAR FOOTING & COI ADDITION, THE CONTRACTOR SHALL PROVIDE CLEARLY LEGIBLE SIGNS AT THESE CONNECTIONS. X AISC 360, SECTION M2.5 ❑ ■ WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD. "CAUTION: JOINTS X ART. 3.3B ❑ ■ 20. IT SHALL BE THE GENERAL CONTRACTORS RESPONSIBILITY FOR THE SUPERVISION OF LOCATIONS STATING NO GUARDRAIL". THE WORK OR POSSIBLE OMISSIONS SHOWN OR INFERRED ON THESE PLANS. XX SCHEDULE ITEM b. SLIP - CRITICAL AND LESS ON A SIDE ARE GENERALLY NOT SHOWN ON THE 8. ALL TEMPORARY FLOOR AND ROOF OPENINGS LACKING GUARDRAILS SHALL BE CONNECTIONS. X X AISC 360, SECTION M2.5 ❑ 5. OPENINGS 1'-4" ■ 21. CONNECTIONS OF ALL ITEMS SUPPORTED BY THE STRUCTURAL ARE THE STRUCTURAL DRAWINGS. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS ADEQUATELY COVERED AND DESIGNED TO RESIST CONSTRUCTION TRAFFIC LOADS. 4. VERIFY DURING CONSTRUCTION: ASHEARV FOR SUCH OPENINGS. 3. MATERIAL VERIFICATION of RESPONSIBILITY OF THE DISCIPLINES WHO ARE MAKING THESE ATTACHMENTS. THESE 9. CONTRACTOR SHALL VERIFY THAT ALL SKYLIGHTS ARE DESIGNED TO WITH STAND THE STRUCTURAL STEEL: ATTACHMENTS SHALL BE DESIGNED TO RESIST ALL GRAVITY, WIND, SEISMIC, THERMAL SCHEDI 6. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION "DESIGNa. SIZE AND LOCATION OF X ART. 3.3F LOADS, ETC SPRINKLER PIPING SHALL BE SUPPORTED AND BRACED PER NEPA-13 LOAD IMPOSED UPON STRUCTURAL FRAMING. CONSTRUCTION LOADS SHALL NOT LOADS SPECIFIED IN THE APPLICABLE CODE LISTED UNDER CRITERIA". STRUCTURAL ELEMENTS ❑ ■ a. IDENTIFICATION MARKING TO SUSPENDED CEILING SYSTEMS OF ACOUSTICAL TILE OR LAY-IN PANELS SHALL BE +HEIGHT ELEVATI EXCEED THE DESIGN CAPACITY OF THE FRAMING AT THE TIME THE LOADS ARE 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING CONFORM TO AWS YES NO N/A SUPPORTED AND BRACED PER CBC 1615.10.13 b. TYPE, SIZE AND LOCATION OF T.O. IMPOSED. UTILITIES WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEM FROM DAMAGE. SPECIFICATION IN THE ASTM A6 OR ASTM A568 ■ ❑ ❑ ANCHORS, INCLUDING OTHER PLAL"'i APPROVED CONSTRUCTION 22. CONCRETE SLAB-ON-GRADE HAS NOT BEEN DESIGNED FOR CONSTRUCTION LOADS OR CONJUNCTION 7. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE THECONTRACTORDOCUMENTS. MASONRYTOSTRUUCTURALL X SEC. 1.2.2(e) ❑ ■ SPECIFIC OCCUPANT SERVICE LOADS BY THIS ENGINEER. WITH THE EXECUTIONSHALL BEAR ALL OF THIS WORK.EXPENSE OF REPAIR OR REPLACEMENT IN OANCHORAGE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND / MEMBERS, FRAMES OR OTHER b. MANUFACTURES CERTIFIED CONTSRUCTION 23. VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDERED BY INDICATES NEW OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTORS 11. MATERIAL USED IN THIS DESIGN MAY BE HAZARDOUS TO ONES HEALTH. THE MILL TEST REPORTS ASTM A6 OR ASTM A568 ■ ❑ ❑ THIS ENGINEER. 0GRID LINE. CONSTRUCTION METHODS AND / OR SEQUENCE. CONTRACTOR AND OWNER SHALL ACCEPT ALL RESPONSIBILITY AND SHALL POST SUCH SEC WARNING DURING CONSTRUCTION. 4. MATERIAL VERIFICATION OF WELDc. WELDING OF REINFORCING 8.1.7.7.2, 24. CONSTRUCTION AND MATERIAL SHALL COMPLY WITH AND BE INSTALLED IN 8. CONTRACTOR'S CONSTRUCTION AND / OR ERECTION SEQUENCES SHALL RECOGNIZE FILLER MATERIALS: BARS X 9.3.3.4(c) ❑ ■ 12. THE CONTRACTOR, DURING CONSTRUCTION, AND THE OWNER, DURING OCCUPANCY, ACCORDANCE WITH ALL THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED PUBLIC INDICAT AND CONSIDER THE EFFECTS OF THERMAL & MOISTURE CHANGES THAT WILL RESULT 11.3.3.4(b) AUTHORITIES HAVING JURISDICTION, INCLUDING ALL COUNTY AND LOCAL ORDINANCES, 0 IN MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. SHALL ASSUME ALL RESPONSIBILITY FOR PROPER ROOF MAINTENANCE TO INSURE a. INDENTIFICATION MARKING TO PROPER ROOF DRAINAGE. CONFORM TO AWS d. PREPARATION, CONSTRUCTION, AND THE SAFETY ORDERS OF THE STATE INDUSTRIAL ACCIDENT CDMMISSIDN, OSHA. GRID LI 9. THE CONTRACTOR SHALL INFORM THE ENGINEER of RECORD IN WRITING OF ANY SPECICIFCATION IN THE AISC 360, SECTION A3.5 ■ ❑ ❑ AND PROTECTION OF MASONRY 25. ANY REFERENCE TO THE WORDS APPROVED, OR APPROVAL IN THESE DOCUMENTS 13. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION INCLUDING BUILDING APPROVED COINSTRUCTION DURING COLD WEATHER SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL H 0--� MOMEN-1 �uivivL DEVIATION FROM THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL NOT BE ART. 1.8C RELIEVED OF THE RESPONSIBILITY OF SUCH DEVIATION BY THE ENGINEER OF ERECTION SAFETY. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING ALL ERECTION DOCUMENTS. (TEMPERATURE BELOW 40'F) X ART. 1.8D ❑ ■ NOT RELIEVE THE CONTRACTOR AND/OR HIS SUBCONTRACTORS OF ANY LIABILITY IN RECORD, REVIEW OF SHOP DRAWINGS, PRODUCT DATA, ETC., UNLESS THE LAWS AND GUIDELINES. IF THE CONTRACTOR FEELS THAT THE ERECTION OF THE OR HOT WEATHER STRUCTURE REPRESENTED IN THESE PLANS WILL NOT MEET THOSE LAWS Scb. MANUFACTURES CERTIFIED OF ■ ❑ ❑ (TEMPERATURE ABOVE 90T) FURNISHING THE REQUIRED MATERIALS OR LABOR SPECIFIED. SYMBOLS CONTRACTOR HAS SPECIFICALLY INFORMED THE ENGINEER OF RECORD OF SUCH COMPLIANCE REQUIRED. GUIDELINES. THE CONTRACTOR MUST NOTIFY THE ENGINEER BEFORE CONSTRUCTION _vi DEVIATION AT THE TIME OF SUBMISSION, AND THE ENGINEER OF RECORD HAS GIVEN AND FABRICATION BEGINS. e. APPLICATION AND 26. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE SUPERVISION OF THE WORK OR WRITTEN APPROVAL TO THE SPECIFIC DEVIATION. 5. INSPECTION OF WELDING: MEASUREMENT OF X ART. 3.6B ❑ ■ THE PROPER EXECUTION OF SAME. PRESTRESSING FORCE 10. THE CONTRACTOR MUST ENSURE THAT MANUFACTURED (ENGINEERED BY OTHERS) ADDITIONAL SAFETY NOTES 27. CONTRACTOR IS TO VERIFY ALL DIMENSIONS PRIOR TO BEGINNING OF CONSTRUCTION. 7 f. PLACEMENT OF GROUT AND ANY DISCREPANCIES MUST BE REPORTED TO THE ENGINEER BEFORE PROCEEDING 1. THIS STRUCTURE MAY REQUIRE "STRUCTURAL OBSERV ROOF & FLOOR FRAMING IS DESIGNED TO RESIST UPLIFT LOADS DURING & AFTER a. STRUCTURAL STEEL: PRESTRESSING GROUT FOR ART. 3.5 CONSTRUCTION. BONDED TENDONS IS IN X ART. 3.6C ❑ ■ WITH WORK. COORDINATE STRUCTURAL DIMENSIONS WITH ARCHITECTURAL FLOOR NOTE #5 "SPECIAL INSPECTIONS NOTES", ITEM #6. 1. COMPLETE AND PARTIAL COMPLIANCE PLANS, ELEVATIONS, SECTIONS, DETAILS ETC. EXISTING CONSTRUCTION NOTES: ❑ ■ 2. THE ARCHITECT OR ENGINEER OF RECORD RESPONSIE 1. SHOP DRAWINGS ARE REQUIRED FOR THE FOLLOWING ITEMS. SUBMIT AT LEAST (1) PENETRATION GROOVE X AWS D1.1 5. PREPARATION OF ANY REQUIRED 28. THE STRUCTURAL SYSTEMS HAVE BEEN DESIGNED TO CARRY THE SUPERIMPOSED LIVE DESIGN SHALL PERFORM THE STRUCTURAL OBSERVATE.,,.. 11. WORK SHOWN IS NEW UNLESS INDICATED AS EXISTING. ELECTRONIC SET (FULL SIZE PDF) FOR ENGINEERS RECORDS. (1) ELECTRONIC SET WELDS. GROUT SPECIMENS, MORTAR X ART. 1.4 ❑ ■ LOADS AS PRESCRIBED BY THE BUILDING CODE AND IN ACCORDANCE WITH STANDARD SHALL BE REPORTED IN WRITING. IN ADDITION, FINAL WRITTEN 12. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING JOB CONDITIONS, REVIEW ALL (FULL SIZE PDF) OF CALCULATIONS 1F APPLICABLE) FOR REVIEW AND APPROVAL SPECIMENS AND/OR PRISMS ENGINEERING PRACTICES, WITH NO SPECIAL PROVISIONS FOR CARRYING CONCENTRATED SHALL BE ISSUED STATING THAT THE NECESSARY SITE VISITS HA ( 2. MULTIPASS FILLET WELDS. X AWS D1.1 ❑ ■ SHALL BE OBSERVED DRAWINGS AND VERIFY DIMENSIONS, ELEVATION, AND MEMBER SIZES PRIOR TO PRIOR TO FABRICATION. THE ELECTRONIC SETS SHALL BE LEGIBLE FOR THE REVIEW, LOADS FROM STORAGE AND HANDLING OF CONSTRUCTION MATERIALS OR FROM IDENTIFYING ANY REPORTED DEFICIENCIES THAT, TO THE BEST 01 CONSTRUCTION OR MATERIAL PURCHASE. THE CONTRACTOR SHALL NOTIFY THE IF ELECTRONIC SET IS NOT LEGIBLE IT MAY DELAY THE REVIEW WITHIN THE ALLOTTED3. SINGLE PASS FILLET YES NO N/A OPERATION OF CONSTRUCTION EQUIPMENT. THE CONTRACTOR SHALL PROVIDE ALL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED. ENGINEER OF RECORD IN WRITING OF ALL DISCREPANCIES AND EXCEPTIONS BEFORE TIME BELOW. WELDS > 5/16" X - AWS D1.1 ❑ ■ 4.E. WOOD CONSTRUCTION PER OSSC 1705 5 1 ❑ ❑ ■ SCAFFOLDING, BRACING, AND SHORING SYSTEMS AS REQUIRED FOR INSTALLATION, PROCEEDING WITH THE WORK. 1.a. CONCRETE REINFORCI1IC BARS a.) HIGH-LOAD DIAPHRAGM: INSPECT WOOD STRUCTURAL PANEL SHEATHING TO STABILITY, AND SAFETY OF NEW WORK AND PROVIDE PROTECTION AS REQUIRED FOR 3. AT A MINIMUM, STRUCTURAL OBSERVATIONS ARE REQUIR AT T. 1.b. CONCRETE MIX DESIGN 4. SINGLE PASS FILLET ASCERTAIN WHETHER IT 15 THE GRADE AND THICKNESS SHOWN ON THE THE SAFETY OF PEDESTRIANS AND JOB SITE PERSONNEL. AT ALL TIMES, THE STAGES OF CONSTRUCTION: 13. THE REMOVAL, CUTTING DRILLING, ETC. OF EXISTING CONSTRUCTION SHALL BE WELDS < 5/16" X AWS D1.1 •■ ❑ CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS PERFORMED WITH GREAT CARE IN ORDER NOT TO JEOPARDIZE THE STRUCTURAL 1.c. STRUCTURAL STEEL APPROVED BUILDING PLANS AND VERIFY THE NOMINAL SIZE OF FRAMING 3.a. PRIOR TO ALL CONCRETE AND MASONRY GROU 1.J. OROUT MI)( �CSf©Ii THE NAIL OR STAPLE DIAMETER AND OF THE JOB SITE INCLUDING SAFETY OF PERSONS AND PROPERTY. AND EXISTING CMU WALLS POURS & GROUTING. WHEN ALL F MEMBERS AT ADJOINTING PANEL EDGES, INTEGRITY OF THE BUILDING STRUCTURAL SYSTEM. IF STRUCTURAL MEMBERS OR 5. FLOOR AND ROOF DECK CONSTRUCTION AND MATERIALS FROM ADVERSE CONDITIONS AND THE CONTRACTOR 4.c. MASONRY 1/E041-0i46446--13941K WELDS X AWS D1.3 ❑ ■ LENGTH, THE NUMBER OF FASTENER LINES AND THAT THE SPACING BETWEEN MECHANICAL, ELECTRICAL, OR ARCHITECTURAL FEATURES NOT INDICATED FORSHALL PROJECT NEW DAMAGE. 3.b. WHEN 75% OF THE ROUGH FRAMING IS IN PL REMOVAL INTERFERE WITH THE NEW WORK, THE ENGINEER OF RECORD SHALL BE 1.f. OLUED LAMit:/,TES TII,ISS"', 1,121,t1 ERA'S FASTENERS IN EACH LINE AND AT EDGE MARGINS AGREES WITH THE APPROVED 3.c. WHEN 100% OF THE ROOF FRAMING AND CANOPY FHAMIr IMMEDIATELY NOTIFIED AND PRIOR WRITTEN APPROVAL SHALL BE OBTAINED BEFORE i.,• r.301 FLOOR TFU LSCS :7:7, ES E11DMiTTAL b. REINFORCING STEEL: BUILDING PLANS. 29. IT IS THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT, MECHANICAL ENGINEER, REMOVAL OR MODIFICATION OF MEMBERS. l.I,. G'.SCL STAIR DRAWINGS THAT ARE DY DTII ( 4.F. STRUCTURAL WOOD PER OSSC 1705.11.1 & 1705.12.2 ❑ ❑ ■ AND OTHERS DESIGNERS OF THE BUILDINGS HEATING. COOLING, & VENTILATION 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ARCHIT I.;. I IELL,\L PIERS DCFS"'n::u GJDMITTAL 1. VERIFICATION OF SYSTEM TO ENSURE THAT THE STRUCTURE DETAILS IN THESE PLANS WILL NOT BE ENGINEER AT LEAST 48 HOURS IN ADVANCE OF THESE STRUCTU I.,. TILT 1s\ : ,144EL "LI.T ,' ERECTION 10ll iroRes c ZTELL" S, 'WItEOC & WELDABILITY OF AWS D1.4 a.) CONTINUOUS SPECIAL INSPECTION IS REQUIRED DURING FIELD GLUING EXPOSED TO HARMFUL (TO THE STRUCTURE AND/OR ITS 14. THE CONTRACTOR SHALL PROMPTLY REPAIR DAMAGE TO EXISTING FRAMING CAUSED / OCCUPANTS) 5. STRUCTURAL OBSERVATION DO NOT CONSTITUTE SPECIAL INSPEC DURING CONSTRUCTION WITH SIMILAR MATERIALS AND WORKMANSHIP. CONTACT THE CALOULATIOIIS REINFORCING STEEL OTHER X ACI 318:3.5.2 ❑ •■ OPERATIONS OF ELEMENTS OF THE (WIND/SEISMIC)-FORCE-RESISTING SYSTEM. ENGINEER OF RECORD TO VERIFY THE PROPOSED REPAIR SOLUTION. 1.i,. Cyf?iAlr1 WALL CALCULATIONS A. PLANS THAN ASTM A706. PERIODIC SPECIAL INSPECTION IS REQUIRED FOR NAILING, BOLTING, ANCHORING ACCUMULATION OF MOISTURE & OTHER HARMFUL SUBSTANCES THAT COULD LEAD TO 15. THE CONTRACTOR MUST NOTIFY THE ENGINEER PRIOR TO BEGINNING CONSTRUCTION 2. ALLOW TEN (10) WORKING DAYS FOR SHOP DRAWINGS REVIEW COMMENCING THE 2. REINFORCING AND OTHER FASTENING OF COMPONENTS WITHIN THE MEMBERS.HARMFUL/DESTRUCTIVE MOLD, MILDEW, CORROSION, ETC. BUILD UP ON STRUCTURAL 38 STRUCTURAL OBSE OR FABRICATION REGARDING ANY EXISTING MECHANICAL UNITS OR OTHER HEAVY NEXT WORKING DAY AFTER RECEIPT. PLEASE PLAN YOUR SCHEDULE ACCORDINGLY. STEEL-RESISTING FLEXURAL (WIND/SEISMIC)-FORCE-RESISITNG SYSTEM, INCLUDING WOOD SHEAR WALLS, ITEMS (200+ LBS) ON EXISTING ROOF FLOOR FRAMING NOT SHOWN IN THESE 3. NO PART OF THE CONTRACT DOCUMENTS ARE TO BE REPRODUCED AS PART OF THE AND AXIAL FORCES IN WOOD DIAPHRAGMS, DRAG STRUTS, BRACES, SHEAR PANELS AND HOLD-DOWNS. 30, THESE DRAWINGS SHALL BE CONSIDERED SUBSTANTIALLY COMPLETE. HOWEVER, IT IS / INTERMEDIATE AND SPECIAL THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE ALL LABOR AND PLANS BUT LOCATED ON STRUCTURAL MEMBERS THAT ARE BEING MODIFIED OR SHOP DRAWINGS. SHOP DRAWINGS CONTAINING DETAILS, SECTIONS OR PLANS PHOTO MOMENT FRAMES, AND X AWS D1.4 ❑ ■ 4.G. EXPANSION/ADHESIVE ANCHORS IN CONCRETE OR MASONRY ■ ❑ ❑ MATERIALS NECESSARY TO RENDER THE WORK COMPLETE, AS IS THE INTENT OF RECEIVING NEW LOADS FROM THESE PLANS. COPIED FROM THE CONTRACT DOCUMENTS WILL BE REJECTED. BOUNDARY ELEMENTS OF ACI 318:3.5.21 . THE USE OF ROLLED STEEL SECTIONS AND/OF. ___._ .. 4. BEFORE SUBMITTING A SHOP DRAWING OR ANY RELATED MATERIAL TO THIS ENGINEER. SPECIAL REINFORCED (IF THEY ARE REQUIRED BY THESE PLANS OR REQUIRED DURING CONSIKUCTION) THESE DRAWINGS, EITHER SHOWN OR INFER HERIN, THROUGH PROPER AND OUTSIDE OF THE UNITED STATES WILL REQUIRED VERIFIC DEMOLITION SHORING NOTES:: THE CONTRACTOR SHALL; REVIEW EACH SUCH SUBMISSION FOR CONFORMANCE WITH CONCRETE SHEAR WALLS 5. APPROVED FABRICATORS: (MUST SUBMIT CERTIFICATE OF COMPLIANCE TO THE BUILDING ESTABLISHED CONSTRUCTION PRACTICES. PRODUCTS COMPLY WITH APPLICABLE ASTM STANDARDS. 16. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OF ALL THE MEANS, METHODS, TECHNIQUES, SEQUENCES. AND OPERATIONS OF AND SHEAR REINFORCEMENT. OFFICAL PER CBC 1704.2.5.2 FOR ALL OFFSITE FABRICATION SUCH AS STRUCTURAL 31. IN THESE PLANS THERE IS NO DISTINCTION BETWEEN POSTS & COLUMNS BASED ON CERTIFICATES WILL BE REQUIRED FOR ALL STEEL. STEEL DEMOLITION WORK AND FOR PROVIDING ALL NECESSARY TEMPORARY SHORING, CONSTRUCTION, AND SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO, ALL AWS D1.4 STEEL, GLU-LAMS, PRECAST CONCRETE, ETC ■ ❑ ❑ OSHA DEFINITIONS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE THAN ASTM-A36 WILL REQUIRE TESTING BY AN APPROVE BRACING AND PROTECTION AS NECESSARY FOR SAFETY, STABILITY AND PROTECTION OF WHICH ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR; AND APPROVE EACH 3, SHEAR REINFORCEMENT X ACI 318:3.5.2 ❑ ■ ALL FOREIGN BOLTS MUST BE APPROVED BY COUNTY Of OF ALL EXISTING ELEMENTS AND STRUCTURE TO REMAIN. TEMPORARY SHORING AND SUCH SUBMISSION BEFORE SUBMITTING IT. THE CONTRACTOR IS FULLY RESPONSIBLE 6. STRUCTURAL OBSERVATION REQUIRED ❑ ❑ ■ CLASSIFICATION OF EACH ALL MEMBER AND FOLLOWING THE REQUIRED OSHA BRACING SHALL BE ADEQUATE TO RESIST ALL APPLIED LOADS INCLUDING DEAD FOR ANY CHANGES OR DELAYS CAUSED BY PREMATURELY SUBMITTING SHOP AWS D1.4 WHEN REQUIRED BY THE BUILDING OFFICAL, THE OWNER SHALL EMPLOY THE ENGINEER ERECTION GUIDELINES. SEE NOTE 13 ON ADDITIONAL SAFETY NOTES FOR MORE INFO. BUILDING AND SAFETY PRIOR TO THEIR USE. 4. OTHER REINFORCEMENT X ACI 318:3.5.2 ❑ ■ OF RECORD (EOR) BRAD YOUNG AND ASSOCIATES, INC. TO PERFORM STRUCTURAL LOAD, LIVE LOADS, SNOW LOADS AND CONSTRUCTION LOADS, TO PROVIDE STABILITY, DRAWINGS. THIS ENGINEERS SHOP DRAWINGS REVIEW AND STAMP DOES NOT 32. DUTY OF COOPERATION: ISSUANCE OF THESE STRUCTURAL DOCUMENTS (DRAWING AND 2. HOLD-DOWN CONNECTOR BOLTS SHALL BE TIG AND TO PROVIDE FOR RESISTANCE TO WIND AND SEISMIC FORCES UNTIL ANY ALLEVIATE THE CONTRACTORS RESPONSIBILITY TO REVIEW THE SAME SHOP DRAWINGS. 6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR OBSERVATION AS DEFINED IN OSSC 1704.6, AND AT THE INSTANCES LISTED BELOW (A). SPECIFICATIONS) CONTEMPLATES FURTHER COOPERATION AMONG ALL PARTIES PLUS ONE HALF WRENCH TURN PRIOR TO COV REQUIRED MODIFICATIONS TO THE STRUCTURE ARE COMPLETED. THIS ENGINEER SHALL ASSUME THAT NO SHOP DRAWING OR RELATED SUBMITTALCOMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS: PLEASE PROVIDE 2 WEEKS NOTICE IN WRITING PRIOR TO NEEDING ALL INSPECTIONS. INVOLVED. DESIGN AND CONSTRUCTION ARE COMPLEX, AND ALTHOUGH THE DESIGN COMPRISES AN INTENTIONAL VARIATION UNLESS CONTRACTOR ADVISES THIS ENGINEER YES NO N/A 6.a. PLEASE REFER TO GENERAL NOTE "STRUCTURAL OBSERVATION" FOR MORE SERVICES HAVE BEEN PERFORMED WITH DUE CARE AND DILIGENCE, PERFECTION a OTHERWISE IN WRITING WHICH IS THEN ACKNOWLEDGED BY THIS ENGINEER IN . DETAILS SUCH AS BRACING ❑ ❑ ■ INFORMATION REGARDING INSPECTION AT VARIOUS STAGES OF CONSTRUCTION. CANNOT BE GUARANTEED. COMMUNICATION IS NECESSARY AND ANY STRUCTURAL NOTES 10 MISCELLANEOUS WRITING. AND STIFFENING. DISCREPANCY SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER WHOSE 3C r ■ l INTERPRETATION SHALL BE FINAL DISCREPANCIES NOT BROUGHT TO THE ENGINEER'S 8 SHOP DRAWINGS b. MEMBER LOCATIONS. ❑ ❑ ■ ATTENTION DURING THE BIDDING OF THE PROJECT WILL BE DEEMED TO HAVE BEEN { c. APPLICATION OF JOINT BID IN THE MORE COSTLY MANNER. DETAILS AT EACH ❑ ❑ ■ CONNECTION. 4 GENERAL NOTES 5 SPECIAL INSPECTION NOTES GN012-2019 OSCC 3/28 MIN. WHEN W 1 35/8' /8" & 1. ALL BUTT WELDS SHALL BE COMPLETE PENETRATION WELDS. 1/ " MIN-� WHEN W = 1 4 1 1/2" CRC, ► 16 GA. 2. ALL WELDING OF STRUCTURAL STEEL MEMBERS SHALL BE DONE BY CURRENTLY WIDTH (W) d/3 MAX. (3" MAX.) i1 <EL. 3/4"y ROOF CERTIFIED WELDERS AND DONE IN CONFORMANCE WITH THE A.I.S.C. AND A.W.S. ► II�� 11111's-... 12' MAX. SPECIFICATIONS. ALL WELDING SHALL BE ACCOMPLISHED USING THE SHIELD METAL ni WALL STUD 1"X 1 1/2" 1 BOTH SIDES 1/2" ` I1II ,3/4" ARC WELDING PROCESS (SMAW) WITH E7 XX ELECTRODES OR THE SUBMERGED ARC I Li I END STIFFENER 1/16 V3/4" 3/4" �!� ' USG 1 1/2" x 1 WELDING PROCESS (SAW) WITH E7X-EXXX ELECTRODES OR THE FLUX-CORED ARG Td MATCH STUD 1/2" x 16 GA. CLIP(2) #8 SMS GAUGE ® PUNCH Ail 1111 3/4" ♦ 1/ANCLE 1/6 LESS WELDING PROCESS (FCAW) WITH E7IT-8 ELECTRODES (E70T-4 ELECTRODES _ -- SILL TRACK IP OUT LOCATIONS f J LENGTH THAN STUDALLOWED FQR SHOP WELDING ONLY) LOW HYDROGEN ELECTRODES SHALL BE USED i ol AND KEPT DRY, AND PARENT METALS SHALL BF PREHEATED IN ACCORDANCE WITH WIDTH (4) #$ SMS METAL STUD 0.15"1 xfI/4" EMBED HILTI X-UI ¢ METAL STUD AS SHOWN AWS STANDARDS. NO WELDING PERMITTED ON MEMBERS SUPPORTING LOADS. CL le FLOOR OR TOP OF SHOT PINS La CD nl rSIMPSON 1/2" 4x3" TITEN 3. WHERE THE CONTRACTOR REQUESTS WELDING TO BE USED IN LIEU OF BOLTED 0 18" O.G. 0 #8 SMS E.S. HD BREWS TYP. AS SHOWN STUD LATERAL BRACING FULLY SHEATHED BOTH SIDES SCREW ATTACHMENT (BOTH SIDES OF CONNECTIONS SUCH WELDING SHALL BE DONE ONLY WITH THE ENGINEERS PRIOR La T III APPROVAL. 1I SIMPSON 1/2" 0 x3" TITEN 1/16 I( 3/4" 3 5/8" THRU 8" MEMBERS THE STUD) PORTION MIL TRACK TO MATCH (E) GONG. SLAB (71 HD SREWS TYP. AS SHOWN OF THE WALL 4. HOLES PUNCHED OR DRILLED IN BEAMS SHALL BE AS FOLLOWS UNLESS NOTED STUD GA. 4 SIZE i, lBRIDGING DETAIL. • 12' O.C. OTHERWISE ON THE DRAWING: HOLES FOR BOLTS SHALL BE 1/16" LARGER THANlin WALL STUD TO (VERTICAL)ITMAX. REQUIRED IF THE NOMINAL DIAMETER OF THE BOLT WHERE CONNECTION IS OF SHEAR TYPE, AND t 1 SILL TRACK ATTACHMENT WELD ATTACHMENTWEL3/16" LARGER WHERE CONNECTION IS OF BEARING TYPE ON CONCRETE OR 1. 12" 24" 0.0. MIN. A.1 ' A.2 DED THERE IS NOT SHEATHING ES MASONRY. OF THE STUD FOR THE FULL 5. ALL STRUCTURAL STEEL AND MISCELLANEOUS STEEL SHALL RECEIVE ONE SHOP SECTION ELEVATION REQUIRED BRIDGING: IF UNSHEATHED PORTION OF A WALL LENGTH OF THE STUD COAT OF RED OXIDE OR ZINC CHROMATE OR APPROVED EQUAL BASE. IS GREATER THAN 8'-0" IN HEIGHT, ROWS AT 4'-0"MAx. B 1 6. ALL STRUCTURAL & MISCELLANEOUS STEEL SHALL CONFORM TO THE FOLLOWING rSIM CONNECTION STANDARDS: METAL STUD 7 DETAIL PHYSICAL STRUCTURAL PROPERTIES - C STUDS ROOF / ` a. WIDE FLANGE MEMBERS (W, S, AND HP SHAPES) ARE TO BE ASTM A992 (FY=50KSI) IN ACCORDANCE WITH AISC. PLAN SECTION MEMBER Fy WEIGHT AREA I x Sx Rx I y Ry �/ b. CHANNELS, ANGLES, TEES, AND MISCELLANEOUS AISC STEEL SHAPES ARE TO BE SCALE: 1" = 1'-Q" CALLOUT SIZE DEPTH "d" w KSI GAGE (LBS/fl) (IN )2 (IN )4 (IN )3 (IN) (IN )4 (IN) X , \NP. (PER SSMA) a ,-� 1/16 V3/8 1 ASTM A36. FY=36 KSI MIN. UNO 3 5/8"x2Oga. 3625137-33 3 5/8" 1 3/8" 33 20 0.80 0-236 10.479 0.264 1.424 0.059 0.501 METAL STUD BOTH SIDES\ I c. HIGH STRENGTH BOLTS: ASTM A325N 1/2" TO 1" DIAMETER INCLUSIVE FY=92 8 SMS 0 12" O.C. E.S. 3 5 8"x18 a. 3625137-43 3 5 8" 1 3 8" 33 18 1.04 0.306 10.616 0.340 1.419 0.075 0.497 # AT 1/4 PTS 1/16 V1 METAL STUD KSI. 1 1/8" TO 1 1/2" DIAMETER INCLUSIVE FY=81 KSI O 6 / 9 / / STAGGERED (6" O.C. TOTAL) , ,� 3 5/8"x16ga. 3625137-54 3 5/8" 1 3/8" 50 16 1.29 0.379 0.756 0.417 1.411 0.091 0.4902 d. ASTM A-307 BOLTS SHALL BE USED UNLESS OTHERWISE NOTED. ❑ ® TOP CONNECTION x' 1 1 2 CRC, 16 GA. METAL TRACK 1 53,1 6"x2Dga- 6005162-33 6" 1 5/8" 33 20 1.17 0.344 1.793 0.598 2.282 0.116 0.581 / " �- i SIMPSON 1/2" 0 x3" e. STRUCTURAL PIPE SHALL CONFORM TO A.S.T.M. A-53 GRADE "B" FY=35 KSI. Q 6"x18ga. 6005162-43 6" 1 5/8" 33 18 1.52 0.447 2.316 0.772 2.276 0.148 0.576 CV # (SIMPSON 1/2" 4x3" 7 TITEN HD SREWS TYP. MIN. $ SMS i 2" O.C. E.S. TITEN HD SREWS TYP. / AS SHOWN ce 6"x1690. 6005162-54 6" 1 5/8" 50 16 1.89 0.556 2.860 0.953 2.267 0.180 0.570 FLOOR OR TOP OF FULLY SHEATHED AS SHOWN f. STRUCTURAL TUBING SHALL CONFORM TO A.S.T.M. A-500 GRADE "B" FY=46 (BOTH SIDES OF THE STUD) METAL TRACK 6"x14ga. 6005162-68 6" 1 5/8" 50 14 2.36 0.693 3.525 1.175 2.255 0.218 0.560 PORTION OF THE WALL #8 SMS E.S. '.4410,,,....411 METAL TRACK �� KSI. \• 6"x12ga. 6005162-97 6" 1 5/8" 50 12 3.29 0.966 4.797 1.599 2.229 0.283 0.541 BRIDGING DETAIL 12' O.C. ��� : * g. ANCHOR BOLTS: ASTM F1554 GR36 TYPICAL, U.N.O. 8"x2090. 8005162-33 8" 1 5/8" 33 20 1.41 0.413 3.582 0.896 2.943 0.125 0.550 , J . ,✓ h. HEADED STUDS: ASTM A108. 8"x1890. 8005162-43 8" 1 5/8" 50 18 1.83 0.538 4.633 1.158 2.937 0.158 0.546 (VERTICAL) MAX. REQUIRED IF V i. WELDING ELECTRODES: E70XX / EA. 8"x1680. 8005162-54 8" 1 5/8" 50 16 2.28 0.669 5.736 1.434 2.927 0.194 0.539 THERE IS NOT SHEATHING ES ALL PLATES, MISC. SHAPES, AND STRUCTURAL SHAPES (AISC, ETC.) USED AS 10"x18ga. 10005162-43 10" 1 5/8" 50 18 2.13 0.627 8.025 1.605 3.577 0.168 0.518 OF THE STUD FOR THE FULL 1/16 �3/4� STUD J PART OF A CONNECTION, DOUBLER PLATES, CONTINUITY PLATES, ETC. IN THESE PLANS SHALL BE MADE OF EQUAL MATERIAL (MATERIAL PROPERTIES, GRADE, �� 10"x1690. 10009162-54 10" 1 5/8" 50 16 2.66 0.783 9.950 1.990 3.565 0.204 0.511 r ell \ N‘ 6"x159a STRONG BACK 1 0 ' 12"x16ga. 12005162-54 12" 1 5/8" 50 16 3.05 0.896 15.730 2.622 4.190 0.212 0.486 LENGTH OF THE STUD MULTIPLE STUDS 1 COLUMN MULTIPLE STUDS 1 COLUMN YIELD STRENGTH, ETC.) AS THE MAIN STRUCTURAL MEMEBERS BEING 9 B.2 � @.___:. C.2 cocTloN CONNECTED, TYP. _ 5'-D" O.G. WHERE 'L' /� NOTE: CO ILI GREATER THEN 5'-0" /' ALL STUDS REQUIRED BY THE STRUCTURAL PLANS MUST BE MANUFACTURED 1N7. LIGHT GAUGE COLD-FORMED STRUCTURAL STEEL SHALL CONFORM TO THE 16" 48" 0.C. 48" O.C. 16" 16" 48" O.C. 48" O.C. 16" 16" 48" O.C. SPECIFICATIONS OF THE AISI - GENERAL - 04 AND AISI - NAS - 01 0 ACCORDANCE TO SSMA MINIMUM STANDARDS AND HAVE MINIMUM SECTION �` 2" (MAX.) MAX. 2"/ 2" MAX. MAX. 2"/ ' Im 2" MAX. PROPERTIES AS LISTED IN THE ABOVE TABLE. U.N.O. U.N.O. U.N.O. / U.N.O. 8. LIGHT GAUGE STRUCTURAL STEEL SHALL BE SHAPED AS SHOWN IN THE A.I.S.I. d #8 EDGE SCREWS U.N.O. Ce /_ ALL STEEL STUDS IN THE STRUCTURAL PLANS MUST MEET OR EXCEED THE ABOVE REQUIREMENTS (IF APPLICABLE) Vil #8 EDGE SCR #8 EDGE SCREW"' DESIGN MANUAL, UNLESS SPECIFICALLY OTHERWISE CALLED FOR. N \ 2-#IO SMS /- 6 xl8ga. STUD BRACING ® 48 O.G. W ` I 1=A. BRACE i N ` I 9. TUBE STEEL MEMBERS SHALL \ ALL ENDS OF EXPOSED STRUCTURAL SHAPES AND e@ E D U L Ili W STEEL STUD REQUIREMENTS I + �' + , + + HAVE 1/4" CAP PLATE WITH WELDS GRIND SMOOTH. OC M JTHE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL TEMPORARY SUPPORTS \ \ ;' / 4 , �� 10. E E CO 4 N / L2x3x18g0. CLIP (LLV) • . ._moi, i i - • i REQUIRED FOR ERECTION. IF ERECTION BRACING IS REQUIRED IT IS TO BE W fib,,z \ 48" O.G. W/ 3-#12 SM5 N a #8 SMS 0 12" O.C. N• #8 SMS 0 12" O.GJ N PREPARED BY A LICENSED ENGINEER. O 1.L I/2" CLR. \ + MIN. TYP. + MIN. TYP. I '\ :::!� 'fir ®� @ EA. BRACE, TYP' ' s: 11. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST N :111: 0 1. .. WELDS SHOWN ARE NET EFFECTIVE WELDS. ', #8 SMS @ 12" O.C. a) O ti f(1 3-#10 SMS ® 48" O.G. TO TRACK W2 I SIZE SHALL BE INCREASED AS REQUIRED REVISED EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION, WHICH INCLUDES BY DE MANUFACTURER TO ACHIEVE NET SIZES MIN. TYP. SHOWN. SEE CHART " CONNECTION 0 SIMPSON 1/2" 0x3" TfTEN SIMPSON 1/2" 0 x3" TITEN--- ' THE SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, THE CODE OF STANDARD _J Ce .` 2. 11SE a ETER WELDING AROUND ALL OPENINGS SIDE SEAM"/ I I HD SREWS TYP. AS SHOWN HD SREWS TYP. AS SHOWN PRACTICE AND THE AWS STRUCTURAL WELDING CODE. O IN DECKING. ( �! All TOWN FLUTES 0 PERIMETERS) \ + \ \ Q 0 3. PROVIDE POSfffYE C�°�pCT BETWEEN DECK AND { CEILING LINE SUPPORT BEFORE WE �' c� c� 12. GROUTING OF COLUMN BASE PLATES: BASE PLATES SHALL BE DRYPACKED ORZ T � 4. MINIMUM LENGTH OF DECK .EFTS SHALL SPAN 6 X -SIMPSON 1/2" 0x3" TITEN Q xd O x� GROUTED WITH 1 1/2" NON-SHRINK GROUT OR EQUAL. MINIMUM COMPRESSIVE �* A MINIMUM OF THREE SPANS i, NUOUS. Q Z p HD SREWS TYP. AS SHOWN - - Q z Q z Q METAL STUD WALL ALL EDGES OF THE DECK MUST UPPORTED BY + CO D 00 ao • STRENGTH SHALL BE 4000 PSI AT 28 DAYS. ALL SURFACES SHALL BE PROPERLY It ILI W U SLIP TRACK TO " PER SCHED STEEL FRAMING (ie. JOIST, BEAM, GIRD-,, ETC.) �� - CLEANED OF FOREIGN MATERIAL PRIOR TO THE GROUTING OPERATION. MATCH GAUGE _ 5.SEE THE FRAMING PLAN FOR WELDING PA i' .„ M: 36 Itn Ce OF STUDS, TYP. CALLOUT & LOCATION + r ,1 SEA CONNECTION - --'- 13. FULL PENETRATION WELDED CONNECTIONS (1007) AT MOMENT FRAMES, BRACED 9:INTERSECTION OF (UN)SHEATHED INTERSECTION OF SHEATHED INTERSECTION OF FRAMES, AND ALL FULL PENETRATIONS HELD WELDS SHALL HAVE ULTRASONIC W 4 TYPICAL AT CORNERS. AND UNSHEATHED WALL SHEATHED WALLS TESTING FOR COMPLIANCE WITH AISC 13TH EDITION ULTRASONIC TESTING SHALL BE g , l 1 PlC/"11 PARTIAL HEIGHT PARTIT101V WALL BRACING SEE CHART 1 SEE CHART 'WELDS (.3, WALLS '� D'2 D'`� PERFORMEDHE ABYSAN TAN INDEPENDENT DEP D NT TEINSPECTIONS SHALL BHAS QUBEEN INSD PECTED BY z CI y .% ; SCALE: 1" = 1 -0 •WFLDs o END/ LJ 3/4 SIDE BEARING'/ U NOTE: BUREAU OF RECOMMENDED PRACTICE SNT-TC-A1. PROVIDE PROPER SURFACE PREP. 0 _ c INT. BEARING' AND BACKUP PLATES AS REQUIRED PER AISC AND AWS. Z o ALL TRACK MEMBERS SHOT MUST MATCH THE STEEL GAGE OF THE STUD MEMBERS THEY ARE BEING FRAMED AGAINST, U.N.O. _ 14. ALL EXPOSED WELDS SHALL BE FILLED AND GROUND SMOOTH WHERE METAL COULURI ml D COMjr. E NOT USED(� ]� ]7 SPLICE MUST OCCUR CENTERED / EQ. / EQ COME IN CONTACT WITH THE PUBLIC. UNLESS WELDS ARE PERMITTED BY THE Immm a N _ r l (J,t,ILlJ I BETWEEN 2 STUDS OVER A PROJECT ARCHITECT. y Z BEARING / SHEARWALLS MST27 STRAP W/ #10 SMS 0 TIN. PLATE & CENTERED ON ONE STUD ® SHEARWALLS IF APPLICABLE I 15. NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL BE ALLOWED THRU ii- 4 A<CA NOT BE WELDED NON-BEARING / SHEARWALLS, TIP. I TRACK. SEE PLAN - STRUCTURAL STEEL MEMBERS. BOLT HOLES SHALL CONFORM TO AISC SPECIFICATION, TRANSVERSE SUPPORT TO �"' + coE, �� I _ I AND SHALL BE STANDARD HOLES UNLESS OTHERWISE NOTED. NO CUTTING ORCO) \ARALLEL SUPPORT •FIELD AND P METER WELDING I ;+I� 11 : BURNING OF STRUCTURAL STEEL WILL 8E PERMITTED WITHOUT PRIOR CONSENT OF IL I I' + THIS ENGINEER. `W I I I I I I I WALL STUD 2nd STUD IS REQUIRED 0 16. HIGH STRENGTH BOLTS WHERE INDICATED IN THE PLANS OR DETAILED SHALL U -- 2nd STUD IS REQUIRED 0 SPLICE MUST OCCUR CENTERED SPLICES 0 BEARING / CONFORM TO A.S.T.M. A325 OR A490, AND BE PROVIDED WITH HARDENED WASHERS 36" COVERAGE SPLICES BEARING / BETWEEN 2 STUDS OVER A SHEARWALLS, TYP. CONFORMING TO A.S.T.M. F436. SLIP-CRITICAL TYPE BOLTS (A325-SC OR A490-SC) WELD ALL FLUTESSHEARWALLS, NP. BEARING / SHEARWALLS MST27 STRAP w/ #10 SMS 0 SHALL BE TWIST-OFF-TYPE TENSION-CONTROL BOLT ASSEMBLY. AT CONTRACTORS PER SOUND/ u ` Ai. 2` MIN. 36/7 PATTERN + - WALL STUD f I I & CENTERED ON ONE STUD 0 SHEARWALLS IF APPLICABLE OPTION, THE COMBINATION OF HIGH STRENGTH BOLTS AND DIRECT TENSION LOAD �_ �0 - Ian I` NON-BEARING / SHEARWALLS, TYP. INDICATING WASHERS CONFORMING TO ASTM F-959 ARE ACCEPTABLE 36/5 PATTERN �� SUBSTITUTIONS. CONTACT SURFACES SHALL BE CLEAN MILL SCALE OR CLASS A ENGINEER F RECORD 1• CIR. TO TYPICAL TRACK SPLICE ELEVATION TYPICAL TRACK SPLICE PLAN QUALIFIED COATINGS. A WELD. TYP. 36/4 PATTERN - E,1 BEAR G/ SFEARWALL BEA€11NG/D EARWAu- 17. ALL SHOP AND FIELD BOLTED CONNECTIONS SHALL BE IN ACCORDANCE WITH ASTM ND JOINT 3UTT JOINT 36/3 PATTERN1I - A-307 USING UNFINISHED AMERICAN STANDARD REGULAR BOLTS, UNLESS O �� SHEATHING WHERE APPLICABLE Q OTHERWISE NOTED. WALL STUD----„, 18. WHERE STEEL MEMBERS BEAR IN CONCRETE OR MASONRY WALLS, OPENINGS SHALL WALL STUD----...„ (3) #12 SMS X16" O.C. TYP. BE DRY-PACKED AFTER STEEL IS IN PLACE. r 11 A A (1) #12 SMS 04" O.C., TYP. 5 METAL DECK ATTACHMENT I I 19. GIRDEPROVRDE SHOP S, CONNECTIONS,SBRIDGINGN REINFORCING,G SIZES, CING AND ANCHORAGOS,ATION OF CAMBERS,JOISTS, AND SCALE: N.T.S LOADS. INDICATE WELDING CONNECTIONS USING STANDARD AWS WELDING SYMBOLS. HEADER �` INDICATE NET WELD LENGTHS. INDICATE RECOMMENDED PROCEDURES FOR JOIST PI II (E) STWG� 32" 't 32" 52" �n i SEATS WITH UNSUFF3CENT BEARING. 20. SMS ABBREVIATION AND / OR TEK SCREW CALL OUT IS GENERICALLY USED IN � HORIZONTLA STUD HORIZONTLA STUD THESE PLANS AND REFERS TO HILTI KWIK - PRO SELF DRILLING SCREWS. THE Ilri � ( TRACK OR STUD TRACK OR STUD CONTRACTOR MUST SELECT THE MANUFACTURE RECOMMENDED TIP BASED ON G' c 1- Baca MATERIAL THICKNESS. HWH HEAD STYLE IS REQUIRED. BRAD YOUNG & ASSOCIATES, INC. - - kk TYP. STUD/TRACK CONNECTION TO A TYP. STUD/TRACK CONNECTION TO A STRUCTURAL ENGINEERING 1/2" GLR.I01011 CF.- PERPENDICULAR WALL F 2 PERPENDICULAR WALL STEEL NOTES o sCALIFORNIA 936121 PHONE:(559)323-9600 FAX:(559)323-9633 (N) DEEP LEG 16 GA. SLIP MAX. SPAN 6'-0" TRACK W/ 2- #IOxIY2" W.S. #12 SMS @ 18" O.C. MAX. & NOTE: ALL FRAMING IS THE UNLESS LARGER SIZES ARE SHOWN, THE MINIMUM SIZE OF FILLET WELDS SHALL TO (N) BLK'G 6" FROME ENDS TYP.T&B GAGE REQUIRED BY THE - TRACK - SEE BE SHOWN IN THE TABLE J2.4 MINIMUM WELD SIZE IS DEPENDENT UPON THE BYAJOB#19366 ,, TRUSS, TYP. _ -111-1PLANS CHART FOR SIZE THICKER OF TWO PARTS JOINED EXCEPT THAT THE WELD SIZE NEED NOT EXCEED EZI i i 63 THE,,z-(E) STEEL STUD PROPERTIES AS 0 H.1 SILL TRACK SHALLHICKNESS BE TAKENOF TOTHE PROVIDERER SUFFICTS,IENT FOR THIS PREHEAT FORESOUONDNESS PARTICULAR OFHE WELD. SEAL br 6" MIN. / LISTED IN THE "STEEL STUD WELD SIZES LARGER THAN THE THINNER PART JOINED ARE PERMITTED IF REQUIRED REQUIREMENTS" DETAIL, TYP. BY CALCULATED STRENGTH. IN THE AS-WELD CONDITION, THE DISTANCE BETWEEN - TRACK - SEE THE EDGE OF THE BASE METAL AND THE TOE OF THE WELD MAY BE LESS THAN .. STACKED BOX (IF - CHART FOR SIZE 1/16" (IN) PROVIDE THE WELD SIZE CLEARLY VERIFIABLE. �R�D f ' 1..1-._1 Il--�- REQUIRED) STUD- SEE CHART �\ ,'�GI s -(N) FLAT 2x6 SLK'G @ 24" • O.G. W/ 2-#10 xIY2 W.S. TO (E) #12 SMS @ 18" 0.C. MAX. & STEEL TRACK GAGE SIZE & FOR SIZE TABLE J2.4 "Z�. 6" FROME ENDS TYP.T&B STEEL TYP. MUST MATCH THE 1 BOX SILL TRUSS TOP CHORD STEEL STUDS IN THE BOX H•2 AISC MINIMUM OF FILLET WELDS ��� N WIDTH REQUIRED BY BEAM, TYP. 0 THESE PLANS MATERIAL THICKNESS OF THICKER MINIMUM SIZE OF FILLET �I ,�� �� BOX SILL PLATE PER H.2 PART JOINED (IN) WELD * (IN) "Yi. �Q� 0 TYP. BOX HEADER / COLUMN CONSTRUCTION, <2x2x3/16 W/ (12)-r"---- Y RAS U.N.O. SCREWS TO SILL PLA(L, I YI-). ` TO 1/4 INCLUSIVE 1/8 NOTE: 3/16/ HSS 3x3x3/16 STANCHION BRACE @ 10' O.0 / / (4) #12 SMS, TYP. EXPIRATION DATE: 6-30-2020 PRE-DRILL HOLES IN UNO IN PLANS TOP OF FOOTING (MAX.) & AT ENDS OF SILL PLATES OVER 1/4 TO 1/2 3/16 TRUSSES AS REO'D THAT DO NOT STOP ® A FULL HEIGHT POST. i TO PREVENT + + (2) FOOTING BARS ORS` 12" OVER 1/2 TO 3/4 1/4 ISSUE DATE DESCRIPTION SPLITTING IN WOOD. , ADDITIONAL FOOTING BARS. + + ONE EA SIDE OF TUBE , OVER 3/4 5/16 • (N) DEEP LEG 16 GA. SLIP H* *LEG DIMENSION OF FILLET WELDS. SINGLE - PASS WELDS MUST BE USED. TRACK W/ 2- #IOxIY2" W.S. TO (E) TRUSS TOP (E) TRUSS TOP CHORD -4.)--- KING/TRIMMER STUDS (E) 5TH'G 2 FILLET WELDS CHORD, P. <3x3 (THICKEST GAGE OF ATTACHING TYP. STUD TO STUD CONNECTIONS W/ SCREW STUD - 18ga. MIN.) W/ (6) #12 J1 LU RIS i AOPTIONS - SMS EACH ANGLE LEG (12 TOTAL) r --- -_-- 1/2" GLR. Z1 1OI 0 0 0 0 � ' 0 0 0 0 0 0 0 0 , a 1/8 �/1-3 I 4 13 20 PERMIT SUBMISSION / 18ga NESTED SILL 4-3-20 90%SET /` 3-20-20 PLANNING 1 c., H•4 PROJECT INFORMATION BLOCK BYA JOB # 19366 l p r DATE: 1/20/2020 WINDOW SILL FRAMING DRAWN BY: PE CHECKED BY: CW TYP. STUD TO STUD CONNECTIONS WI SILL # OF SILL @ SPAN DEPTH (IN) THICKNESS MIN.) MTMSTACKED(DOUBLE BOX MEMBERSTYLEDETAIL MODEL WELD OPTION (FT) MIN. SILLS) 0'-4' 6" .033" 1.5" 1 T H.1 DRAWING STANDARDS v20.1 6 FULL HEIGHT PARTITION WALL ANCHORAGE NOTE: 4'-8' 6" .043" 1.62" 2 S & T H.2 SHEET TITLE SCALE: N.T.S 1. LIGHT GAGE STUDS TO CONFORM TO ICC-ESR-2457 OR EQUIVALENT. 8'-10' 6 .043" 2" 3 (2) T H.2 2. TITEN HD SCREWS TO CONFORM TO ICC-ESR-2713 STANDARD NOTES ® T(P. WINDOW SILL TRACK AND BOX W/ SCHEDULE AND DETAILS 3 METAL-STUD-WALL-FRAMING-SEE-APPLICABILITY-NOTE-ABOVE SHEET NUMBER S 1 . 2 DETAILING HOOK DETAILING SLAB 1. REINFORCEMENT, SHALL BE DEFORMED REINFORCEMENT, EXCEPT THAT PLAIN 1. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO CHAPTER 19 OF I. ALL CONCRETE MATERIAL AND WORKMANSHIP SHALL CONFORM AT AGI 315-16 DEIMENSION " A OR G DEIMENSIONREINFORCEMENT MAY BE USED FOR SPIRALS. THE 2019 OREGON STRUC. SPEC. CODE {OSSC} TO ALL REQUIREMENTS OF ACI 318-14, AND TO ALL REQUIREMENTS OF AGI 301-16, SPECIFICATIONS FOR STRUCTURAL - = \ SEE FON. PLAN FOR 400 LAP 2. REINFORCEMENT SHALL CONFORM TO ASTM A 615, REINFORCING BARS FOR CONCRETE. SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, EXCEPT AS MODIFIED BYCONCRETE FOR BUILDINGS, EXCEPT A5 MODIFIED BY THE SUPPLEMENT D OD ' REINF. / ( ) THE SUPPLEMENT REQUIRED BELOW. 4• REQUIREMENTS BELOW. p Lb= BAR DIAL"IETER p �' r 3. REINFORCING BARS SHALL HAVE THE FOLLOWING SPECIFIED YIELD STRENGTHS:O to 2. MIX DESIGN REQUIREMENTS: 2. SEE CONCRETE NOTES ON SHEET 51.3 FOR ADDITIONAL INFORMATION. D = FINISI-IED INSIDE BEND Di sv (2) #5 BOTT. 40� _AP ,4Db OR - BARS OYER PIPE / 3.A. N0. 3 AND SMALLER - 40,000 PSI (GRADE 40) 3. IF MOISTURE BARRIER IS REQUIRED BY SOILS ENGINEER OR ARCHITECT, PROVIDE 'f (TY'1 2.A. CONCRETE MIX SHALL BE PLACED WITH THE FOLLOWING CEMENT TYPES. 2" MINIMUM GOMPAGTABLE GRANULAR FILL OVER BARRIER UNLESS OTHERWISE 2 I/2" MIN. D = 6l� FOR #3 TNRDU�I I #S a4-CONC. a 3.B. NO. 4 AND LARGER - 60,000 PSI (GRADE 60) MAXIMUM WATER/CEMENT RATIOS, COMPRESSIVE STRENGTHS (f'c), AND IIP NOTED IN SOIL REPORT. D = &Db FOR #q, #10, AND #II ° ° d a a NOTE: A706 GRADE 60 MAY BE SUBSTITUTED FOR A) & B) REINFORCING. MAXIMUM SIZE AGGREGATE. SULFATE EXPOSURE SHALL BE OBTAINED DIRECTLY 4. MIX DESIGN REQUIREMENTS: 180'B13#40 D = IOD b FOR #14 AND #IB �V z - "" 4 a 4 4. WELDED SMOOTH WIRE FABRIC FOR CONCRETE REINFORCEMENT SHALL CONFORM TO BY THE CONTRACTOR FROM THE PROJECT'S SOILS ENGINEER AT THE TIME OF a) THE CONCRETE SUPPLIER MUST BEAR THE TOTAL RESPONSIBILITY THAT aTHE BUILDING PADS CONSTRUCTION THE MIX DESIGNS HILL ATTAIN THE REQUIRED STRENGTH AND ACCEPTABLE BAR DANOFSTA eV SEA V OF 9 o U ASTM 185. GRADE 65 FOR PLAIN WIRE AND ASTM A497 GRADE 75 FOR DEFORMED ,,9 ``4 WIRE ALL LAPS TO BE AT LEAST TWO CROSS WIRES. SHRINKAGE CHARACTERISTICS. ACCEPTANCE OF MIX DESIGN BY THE ENGINEER NOTE: 7 �� ° � l f'c (PSI) MIN ® 28 DAYS U.N.O. 1.11WILL BE BASED ONLY ON CONFORMANCE OF SPECIFIED DESIGN STRENGTH, REINFORCING €5 ONLY REQUIRED IF SSE A� $ �� * IMAXIMUM5. ALL WELDED REBAR SHALL BE ASTM A706. U.N.O. SULFATE CEMENTDESN SLUMP, AND AGGREGATE SIZE. THERE 15 REINFORCING IN THE SLABAO J I D Aolia D I I- • ,, " EXP05URE TYPE WATER WALLS* ABV GRD b) SEE TABLE UNDER CONCRETE NOTES ON THIS SHEET FOR CONCRETE STRENGTH #3 5" 3" 2 I/4" 5" 2 114" I" CLEAR BETWE5.A. PREHEAT THE REBAR IF REQUIRED BY AWS (BASED ON THE CARBONCEMENT S.O.G. FOUND. COLUMNEAM$ FLOOR DECK REQUIREMENTS. PIPIE AND SLEEVE ICONTENT OF THE REBAR# " 4" 3" 6" 3" III BOTTOM OF REBAR) NEGLIGIBLE (0-150 5. HOT WEATHER CONCRETING: COMPLY WITH THE RECOMMENDATIONS OF SECTION -f.b (TYPICAL) FTG. 6. AT THE TIME CONCRETE 15 PLACED, REINFORCEMENT SHALL BE FREE FROM MUD, OIL / TERMINATE REINFORCING #5 T" 5" 3 3/4" 7" 3 3/4" A ° ° II 0.45 3000 3000 N A 3000 AGI 305 R REGARDING PLACING OF CONCRETE DURING HOT WEATHER. a PPM) 1111 WITH IN 12" OF CONTROL OR OTHER NONMETALLIC COATING THAT DECREASE BOND. EPDXY COATING OF BARS IN a) WHEN AIR TEMPERATURE 15 ABOVE 50° F, THE GUIDELINES FOR PROTECTING JOINT *6 5" 6" 4 1/2" 5" 4 1/2" SEE FOUNDATION PLAN FOR ° ' ) A 3" GLR. ALL AROUND, TYP. ACCORDANCE WITH ACI 318 SECTION 7.4 SHALL BE PERMITTED. MODERATE II 0.45 4000 4000 N/A N/A THE CONCRETE FROM PLASTIC SHRINKAGE CRACKING AND CRAZE CRACKING, 1/8" GAN-CUT CONTROL JOINT. sr7 10" 7 5 1/4" 10" 5 1/4" REINF. (REINF. TO MATCH (150-1500 PPM) BY PROVIDING A TEMPERATURE CONTROLLED MIX AND PROTECTING THE „:/ FILL JOINT W/ „ BOTTOM FTG. REINF) ADDITION 7. REINFORCEMENT, PRESTRESSING TENDONS AND DUCTS SHALL BE ACCURATELY PLACED #a 11" 8" 6" II b" FOR STEPPED FOOTING SEVERE CONCRETE SURFACE FROM RAPID WATER EVAPORATION AS DESCRIBED IN ACI EL.ASTOMERIG FILLER. BOTTOM REBAR ONLY SEE STANDARD DETAIL AND ADEQUATELY SUPPORTED BEFORE CONCRETE IS PLACED, AND SHALL BE SECURED (1500-10000 PPM) II 0.45 4500 4500 N/A N/A 305R, SHALL APPLY. #q 1'-3" II 3/4" q 1/2" I'-3" q 1/2" REQUIRED WHEN THE PIPE I5 AGAINST DISPLACEMENT WITHIN TOLERANCES. b) WHEN THE RATE OF EVAPORATION EXCEEDS 0.2 POUNDS PER SQUARE INCH v #10 I'-5" I'-I 1/4" 10 3/4" I'-5" 10 3/4" BELOW OR INTERUPTS THE 6" GLR. T(P. VERY SEVERE V+ PER HOUR, THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS 8. TOLERANCE FOR DEPTH D, AND MINIMUM CONCRETE COVER IN FLEXURAL MEMBERS, 0.45 4500 4500 N/A N/A • • d SLAB - SEE FOUNDATION BOTTOM FOOTING REINF. WALLS AND COMPRESSION MEMBERS SHALL BE AS FOLLOWS: (OVER 10000 PPM) POZZOLAN AGAINST PLASTIC SHRINKAGE CRACKING A5 DESCRIBED IN AGI 305R. • C ,, .. .. �� PLAN FOR MORE INFO. *11 I'--I" I'-2 5/4" 12" I'-T' 12" " *14 2'-3" I'-q 3/4" IS 1/4" 2'-3" 1b 1/4" MAXIMUM SIZE AGGREGATE 1 1/2" 1 1/2" 1" 3/8 b. SAW CUT JOINTS IN CONCRETE SLAB AT LOCATIONS SHOWN ON FOUNDATION PLAN. 4 ... . ; PIPE PENETRATION AT FOOTING TOLERANCE SAW CUT JOINTS A5 500N A5 THE SLAB WILL SUPPORT THE WEIGHT OF THE SAW #18 3'-0° 2'-4 1/2" 24" 3'-0" 24" 5 TOLERANCE THICKNESS ON MINIMUM AND OPERATOR WITHOUT DISTURBING THE FINAL FINISH. THE DISTANCE BETWEEN Lu NO SCALE CD001 ON d CONCRETE COVER * SEE PANEL ELEVATIONS (WHERE APPLICABLE) FOR SPECIAL MINIMUM f'c. WHERE SAW CUT JOINTS SHALL BE 24 (8'-0" MIN.) TO 30 (16'-0" MAX.) TIMES THE SLAB 12" MAX. TYP. 5/5" SMOOTH ROD x 16" LONG W/ SAW CUT ENDS D = FINISHED INSIDE BEND DIA, SULFATES ARE PRESENT, THE ABOVE TABLE SHALL GOVERN IF THE TABLE VALUES THICKNESS, UNLESS OTHERWISE NOTED. THE CONTROL JOINT SYSTEM SHOULD3" MIN. TYP. I (FULLY GREASED ® 24" O.G. IN •#3 TO #5 / / ARE HIGHER. WALLS f'c ALSO IS APPLICABLE FOR RETAINING WALLS. O DIVIDE THE SLAB INTO SECTIONS OF NOT MORE THAN 250 SQUARE FEET OF PRE-MANUFACTURED DOWEL BASKET ASSEMBLY. 6Db OR 3" GLR. / SEE REINFORCING / d < 8" f 3 8 +3 8 SURFACE AREA, U.N.O. 'v SCHEDULE FOR SPLICE SEE NOTE ABOVE FOR ADDITIONAL INFORMATION 2 1/2" LENGTH AND INFO. 2.B. CONCRETE SLUMP SHALL BE DESIGNED TO 4". ALL CONCRETE WITH SLUMPS IN a 1. IF JOINTS NEED SUPPORT AT EDGES TO WITHSTAND THE ACTION OF SMALL SLAB CONTROL JOINT-OPTION I O ± 1 2" +1 2" ONLY IN SLABS W/ REINFORCING BARS MIN. O Y _1 d > 8„ / / EXCESS OF 5" SHALL BE REJECTED AND NOT USED. HARD-WHEEL TRAFFIC. THIS ENGINEER RECOMMENDS FILLING THE JOINTS WITH AN RECOMMENDED METHOD O EY r Ye," •*6 TO #S 0 m 2.C. XTHE CONCRETE SUPPLIER MUST BEAR THE TOTAL RESPONSIBILITY THAT THE EPDXY JOINT FILLER IF SUCH USAGE €5 ANTICIPATED. 3AW-GUT CONTROL JOINT. €2D ��.O Q is MIX DESIGNS WILL ATTAIN THE REQUIRED STRENGTH AND SHRINKAGE S. MAXIMUM RATIO OF LONG SIDE TO SHORT SIDE SHALL BE I 1/2 : I FILL JOINT W/ b n`''' - n d \ 4 EXCEPT THAT TOLERANCE FOR THE CLEAR DISTANCE TO FORMED SOFFITS SHALL BE MIX ST€CS. ACCEPTANCE OF MIX DESIGN WILL BE BAST D ONLY ON 9. PROVIDE CONSTRUCTION JOINT AT THE END OF CONCRETE PLACEMENT FOR THE ELASTOMERfG FILLER. I I %J. 14 EXTEND REINFORCEMENT I ° d MINUS 1/4" (6.4 MM) AND TOLERANCE FOR COVER SHALL NOT EXCEED MINUS ONE CONFORMANCE OF SPECIFIED DESIGN STRENGTH AND DESIGN SLUMP. DAY. W N, ` a �` OF SMALL GRADE BEAM a THIRD THE MINIMUM CONCRETE COVER REQUIRED BY THE APPROVED PLANS OR 10. PROVIDE 2- *4 X 41-0" LONG AT 4" D.G. AT MID-DEPTH OF SLAB AT CORNERS OF ° I A V \1,4 ° tX SPECIFICATIONS. 3. PIPE MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES, BUT SHALL NOT BE D INTO LARGER GRADE EMBEDDED THEREIN. SLEEVES SHALL BE WRAPPED WITH EXPANSION JOINT FILLER BLOCK-OUTS AND AT RE-ENTRANT CORNERS WHERE CONTROL JOINTS DO NOT a� SLAB - SEE FOUNDATIONd 4 X OCCUR AND WHEN RE-ENTRANT CORNERS OR BLOGKOUTS EXCEED 15% OF THE �� < /_• . • m BEAM AS SHOWN a ° 4 v Q 9. TOLERANCE FOR LONGITUDINAL LOCATION OF BENDS AND ENDS OF REINFORCEMENT • �. PLAN FOR MORE INFO. 4 a = MATERIAL TO ALLOW CONCRETE TO CURE WITHOUT RESTRAINT. PIPES OR CONDUITS PIECE OF 51-AB. 4�'� a `, z O z_O 4 z O - SHALL BE ±2" (±51 MM) EXCEPT AT DISCONTINUOUS ENDS OF MEMBERS WHERE EXCEEDING ONE-THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE IN STRUCTURAL II. SEE FOUNDATION PLAN FOR ADDITIONAL INFORMATION. 1 z ° a -----s( TOLERANCE SHALL BE t1/2" (t12.7 MM). CONCRETE UNLESS SPECIFICALLY DETAILS SEE MECHANICAL AND / OR ELECTRICAL 1 12. CONTRACTOR MUST FAMILIARIZE THEMSELVES WITH THE SOILS REPORT FORDb �' 1-i 12 Q Li Db, _ ° G 10. ALL DIMENSIONS SHOWN FOR LOCATION OF REINFORCING STEEL ARE TO FACE OF BAR DRAWINGS FOR LOCATION OF SLEEVES, ACCESSORIES, ETC. r �� SUBGRADE/SUB SLAB PREPARATION AND FOLLOW ALL RECOMMENDATIONS. GUT EVERY OTHER REINFORCING BAR (BARS p o p p Q p ° ° d ° AND DENOTE CLEAR COVERAGE. UNLESS SPECIFICALLY NOTED, CONCRETE COVERAGE 4. ALL REINFORCING STEEL, WIRE MESH, ANCHOR BOLTS, HOEDOWN ANCHORS, AND IS. ANY FLOOR SLAB HOLES FROM THE ATTACHMENT OF PANEL CHAMFER AND RUNNING PERPENDICULAR TO THE SAW CUT 4 a SHALL BE AS FOLLOWS: OTHER INSERTS SHALL BE SECURED IN POSITION AND INSPECTED BY THE BUILDING CO LLI REVEAL STRIPES SHALL BE PROPERLY PATCHED PRIOR TO SEALING FLOOR SLAB CONTROL JOINT-OPTION 2 CONTROL JOINT) I" E.S. OF CONTROL JOINT _ 4 Q a OFFICIAL PRIOR TO PLACING CONCRETE. SLABS. OWNER OWNER MY CHOOSE THIS (2" TOTAL) D l pII 1 D d n d X 10.A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" 14. BUILDING SLAB 15 NOT DESIGNED TO SUPPORT CRANE LOADS, CONCRETE MIXING OPTION OVER OPTION 1 * moi./ ...1V �f./ ai a ° a O 4 10.B. CONCRETE EXPOSED TO EARTH OR WEATHER: 5. LOCATION OF CONSTRUCTION OR POUR JOINTS NOT SPECIFIED IN THESE DRAWINGS TRUCKS, OR OTHER SPECIFIC CONSTRUCTION LOADINGS. IF SUCH LOADS OCCUR 2 MIN. BAR LAP 0 m a ` XMUST BE REVIEWED BY THE ENGINEER. in l'I 1. ce ce DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO UPGRADE D11 12" �' '�f� m v` I . a (NO. 6 THROUGH N0.18) 2" 6. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS, OR THE SLAB THICKNESS AND PROVIDE ADDED REINFORCING AS REQUIRED. ANY _ � ! (NO. 5 AND SMALLER) 1 1/2" ACCESSORIES REQUIRED TO BE CAST IN CONCRETE, AND FOR LOCATIONS OF FLOOR DAMAGE CAUSED TO THE SLAB SHALL BE REPAIRED AT THE CONTRACTOR'S DI5 14" STS WOKS C STF P/� _.- ` -1 ° 10.C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: FINISHES AND SLAB DEPRESSIONS. ON IL III „ EXPENSE PER THE OWNERS REQUEST. MIN. LAP PER TABLE FLIP ALTERNATING D20 I6" fTE6�IDIB�fJ4R) SLABS, WALLS AND JOISTS: N0. 14 AND N0.18 1 1/2" IX M 15. WHERE DEPRESSIONS OCCUR IN THE SLAB BELOW THE NORMAL T.O. SLAB 1 `1 MATS GRADE BEAM (SEE FOUNDATION GRADE BEAM (SEE FOUNDATION ( ) / 7. HORIZONTAL CONSTRUCTION JOINTS SHALL HAVE ENTIRE SURFACE REMOVED TO O a -I W N ELEVATION TO ACCOMMODATE THE REQUIREMENTS OF THE ARCHITECTS OR *SEE REINFORCING DETAIL . . .SEISMIC� � PLAN FOR MORE INFO) PLAN FOR MORE INFO.) (NO. 11 AND SMALLER) 3/4" EXPOSED CLEAN AGGREGATE SOLIDLY EMBEDDED. PLUMBING PLANS, THE SLAB SHALL BE THICKENED TO MEET THE REQUIRED SLAB FOR REBAR LAPS IF REBAR BAR N THICKNESS REQUIRED BY THE FOUNDATION PLAN. SEE THIS DETAIL FOR OTHER IS REQUIRED AS SLAB D (SMALLER OF THE TWO GRADE (LARGER OF THE TWO GRADE BEAMS AND COLUMNS: 1 1/2" 8. THE CONTRACTOR SHALL FURNISH AND INSTALL 1/2" PRE-MOLDED EXPANSION JOINTS 0 C.) 4 IL REQUIREMENTS. REINFORCEMENT S APPROX H STE D A OR G APPROX H BEAMS IN THE DEPTH DIMENSION) BEAMS IN THE DEPTH DIMENSION) SHELLS AND FOLDED PLATE MEMBERS: IN ALL EXTERIOR WALKS AND SLABS AS INDICATED ON DRAWINGS, BUT IN NO CASEI I N 16. THE MINIMUM SLAB THICKNESS 15 4". ae3 2 1/4" A OR G '4 �° 2 1/2" #3 2 1/2" 5" 3 1/2" (NO. 6 THROUGH NO.18) 3/4" MORE THAN 24'-0" O.C. ■ 17. THE MINIMUM SLAB REINFORCEMENT FOR SLABS UP TO 5" THICK 15 1 1/2" lbs OF 7 CONTROL JOINTPLAN VIEW ANDSMALLER) 9. FOUNDATION PLATES OR S€LLS SHALL BE BOLTED TO THE FOUNDATION OR CO CI CL -I Ce FIBERMESH PER CUBIC YARD OF CONCRETE U.N.O. �_i *4 5" 4 1/2" 4 1/2" 3" #4. 3" 6 1/2" 4 1/2" { A (NO. 5 SM LLE ) 1/2 FOUNDATION WALL WITH NOT LESS THAN 5/8" NOMINAL DIAMETER STEEL ANCHOR ID. THE MINIMUM SLAB REINFORCEMENT FOR SLABS 5 THICK 4 UP 15 #4 (91a O.G. E.W. #5 3 3/4 6 5 1/2 3 3/4 *5 3 3/4" b" 5 1/2° �� Y 3" GLR. IK 10.D. CONCRETE TILT-UP PANELS CAST AGAINST A RIGID HORIZONTAL SURFACE, M Z O 0 CENTERED IN THE SLAB. SEE REINFORCING SEE REINFORCING _1 SUCH AS A CONCRETE SLAB, EXPOSED TO THE WEATHER: BOLTS EMBEDED AT LEAST 7" INTO THE CONCRETE OR MASONRY AND SPACED NOT 12 NOTE: #6 4 1/2" 1'-0" a" 4 1/2" 86 4 1/2" II" 6 1/2" / / ' MORE THAN 4' APART. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH =* ILI W V Q I . AN IMPERVIOUS MEMBRANE (VAPOR BARRIER) SHOULD BE PLACED UNDER ALL REINFORCING 15 ONLY REQUIRED IF SCHEDULE FOR SPLICE SCHEDULE FOR SPLICE / v (NO. 8 AND SMALLER) 1" SLABS (THE ONLY EXCEPTIONS 15 A SLABS WHERE MOISTURE TRANSMISSIONS #1 5 1/4" 1'-2' q" 5 1/4" #1 5 1/4 12 1/2 '7 3/4" LENGTH AND INFO. LENGTH AND INFO. mONE BOLT LOCATED WITHIN 12" OF EACH END OF EACH PIECE NOT CLOSER THAN 7 THERE 15 REINFORCING IN THE SLAB (NO. 9 THROUGH NO.18) 2" BOLT DIA. FROM THE END OF EACH PIECE. A NUT AND 3X3X1/4 PLATE WASHER THROUGH THE SLAB WILL NOT DAMAGE, ALTER, OR HARM ANY PART OF THE (DOWELS ARE ALWAYS REQUIRED) #a 6" 1'-4" 10 1/2" 6" *5 6" 14 1/2" q" Vi - N STRUCTURE, INTERIOR, AND OCCUPANTS). A 10 MIL. (MIN) MEMBRANE SHOULD BE , v v� ° SHALL BE TIGHTENED ON EACH BOLT TO THE PLATE. 13- LU 44 4tt USED THAT MEETS THE REQUIREMENTS OF ASTM E1145, THE MEMBRANE JOINTS 5/5" SMOOTH RDD x16" LONG NOS; in cr-D z, ``14d 11. PLACE REINFORCEMENT AT MID-THICKNESS FOR SLABS ON GROUND BUT MAINTAIN 10. WATER USED IN MIXING CONCRETE SHALL BE CLEAN AND FREE FROM INJURIOUS SHOULD BE SPLICED TAPED TVP. 12" O.G.. DOWELS SHALL BE 7'ROVIDE MAXIMUM 1/5" I. ALL REINFORCEMENT SHALL BE BENT COLD, UNLESS OTHERWISE t <; 4 ° .4 ABOVE CLEARANCES. AMOUNTS OF OILS, ACIDS, ALKALIS, SALTS, ORGANIC MATERIALS OR OTHER 0 20. UNLESS NOTED OTHERWISE, THE VAPOR BARRIER SHOULD BE UNDERLAIN BY FOUR INSTALLED ® SLAB RADIUS TOOLED EDGE PERMITTED BY THE BUILDING OFFICIAL. SUBSTANCES THAT MAY BE DELETERIOUS TO CONCRETE OR REINFORCEMENT. CI N a t G 12. THE CONTRACTOR IS RESPONSIBLE FOR ADDING ADDITIONAL CONCRETE TO MEET THE (4) INCHES OF COMPACTED GRANULAR AGGREGATE SUBBASE MATERIAL CENTERLINE, PERPENDICULAR WHERE JOINTS ARE TO BE 2. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT • t, ABOVE CLEARANCES & ALL OTHER CLEARANCES REQUIRED BY THESE PLANS. CONTACT NONPOTABLE WATER SHALL NOT BE USED 1N CONCRETE. Z O CONFORMING TO ASTM D-2840-03 WITH AT LEAST q5 PERCENT PASSING A I TO JOINT, CENTERED ON THE FILLED, SAW CUT THE BE FIELD BENT, EXCEPT AS SHOWN ON THE DESIGN DRAWINGS OR SAME SIZE REBAR AS THE ¢� THE ENGINEERIF THERE AREANY 11. CONCRETE SHALL BE DEPOSITED AS NEARLY AS PRACTICABLE IN ITS FINAL POSITION O MN 1/2-INCH SIEVE AND NOT MORE THAN 8% PASSING A NO. 200 SIEVE TO PREVENT JOINT, AND LEVEL. TOOLED JOINT. LARGEST REBAR REQUIRED N' ° TEE QUESTIONS BEFORE BEGINNING CONSTRUCTION & / Z 0 CAPILLARY MOISTURE RISE. THE AGGREGATE SUBBASE SHOULD BE I PERMITTED BY THE BUILDING OFFICIAL. OR FABRICATION. TO AVOID SEGREGATION DUE TO REHANDLING OR FLOWING. CONCRETE SHALL BE J r MOISTURE-CONDITIONED AS NECESSARY, AND COMPACTED TO A MINIMUM OF �i5 Y v • . • • : L IN EITHER OF THE TWO CARRIED ON AT SUCH A RATE THAT CONCRETE IS AT ALL TIMES PLASTIC AND FLOWS la PERCENT OF MAXIMUM DENSITY BASED ON ASTM TEST METHOD D155�. THE �• _ FOOTINGS, SAME NUMBER d 13. ALL SPLICES IN CONTINUOUS REINFORCEMENT OR REINFORCING AS USED IN WALLS, READILY INTO SPACES BETWEEN REINFORCEMENT CONCRETE THAT HAS PARTIALLY a N • e . ° I OF BARS A5 IN THE -, FOOTINGS, ETC. SHALL BE AS SPECIFIED IN TABLE BELOW. VERIFY WALL BARS SHALL HARDENED OR BEEN CONTAMINATED BY FOREIGN MATERIAL SHALL NOT BE DEPOSITED y Z i. SUBGRADE SHOULD BE KEPT IN A MOIST CONDITION UNTIL TIME OF SLAB STANDARD HOOK DETAILS SMALLER FOOTING LINED W SEE REINFORCING BE SPLICED AT OR NEAR FLOOR LINES. BARS MAY BE WIRED TOGETHER AT SPLICES IN THE STRUCTURE. PLACEMENT. THE CONCRETE MAYBE PLACED DIRECTLY ON VAPOR RETARDER. THE 9I UP WITH THE BARS IN THE v SCHEDULE FOR SPLICE ' OR LAPS EXCEPT FOR TOP REINF. OF BEAM AND SLABS, OR WHERE SPECIFICALLY WRAP W/ FOAM OR COAT W/ VAPOR RETARDER SHOULD BE INSPECTED PRIOR TO CONCRETE PLACEMENT. CUT / NO SCALE I CD005 SMALLER FOOTING - �, 3° GLR. LENGTH AND INFO. DETAILED TO BE SEPARATED. ALL REINF. SPLICES OR LAP SPLICES SHALL BE LOCATED 12. ADDITIVES AND ADMIXTURES TO CONCRETE SHALL NOT BE USED UNLESS APPROVED Q OR PUNCTURED RETARDER SHOULD BE REPAIRED USING VAPOR RETARDER TERMINATE REINFORCING GREASE ONE END OF DOWEL al MATERIAL LAPPED 6 INCHES BEYOND DAMAGED AREAS AND TAPED. OVER WITHIN 12" OF CONSTRUCTION TO ASSURE SLIPPAGE 4da OR 2)Y (MIN) , GRADE BEAM (SEE FOUNDATION GRADE BEAM (SEE FOUNDATION AS INDICATED ON THE PLANS IF SPLICE OR LAP LOCATIONS ARE NOT INDICATED ALL BY THE ENGINEER OF RECORD. Cn ENGINEERED FILL. MEMBRANE JOINTS SHOULD BE SPLICED AND TAPED. THE JOINT / 180' HOOK _ PLAN FOR MORE INFO) PLAN FOR MORE INFO.) LAP & SPLICES SHALL BE STAGGERED 2'--0" O.C. 13. THE EXTERIOR FLATWORK SHOULD BE POURED SEPARATELY IN ORDER TO ACT `� CONTRACTOR MUST FOLLOW ALL OF THE SOILS REPORTS RECOMMENDATIONS FOR APPLY BOND BRAKER TO (SMALLER OF THE TWO GRADE (LARGER OF HE TWO GRADE 14. CONCRETE SHALL NOT BE DROPPED THROUGH REINF. STEEL (AS IN WALL) SO AS TO INDEPENDENTLY OF THE WALLS AND FOUNDATION SYSTEM. SEE CIVIL / ARCH. PLANSCI) SUB-SLAB PREPARATION 4 APPROVAL REQUIREMENTS. (THIS RECOMMENDATION 15 12 MAX.TfP. / JOINT PRIOR TO SECOND Q BEAMS IN THE DEPTH DIMENSION) BEAMS IN THE DEPTH DIMENSION) CAUSE SEGREGATION OF AGGREGATES. IN SUCH CASES, HOPPERS AND VERTICAL FOR EXTERIOR FLATWORK INFO. ° SLABS L ONLY REQUIRED SITES WITHOUT A SOILS REPORT RECOMMENDATION FOR SUB 5" POUR MIN. TVP. , • � i d CHUTES OR TRUNKS SHALL BE USED. CHUTES OR TRUNKS SHALL BE OF VARIABLE 14. FOOTINGS SHALL BE LOCATED ON CENTER LINE OF WALL, PILASTER, OR COLUMN SLAB PREPARATION) B SECTION FEET LENGTHS SSUFFICIENT THATEE UNCONFINED NC NFINED A USED CONCRETE INSURE THEL NOT CONCRETE EXCEED FIVE (5) UNLESS OTHERWISE NOTED. 21. ALL REFERENCE TO FIBERMESH IN THESE PLANS REFERS TO THE PRODUCT BY 51 4 a CONCRETE SYSTEMS "FIBERMESH 300 TVP. U.N.O. 6" LONG KEY 4 LEVEL AT ALL TIMES 15. AGGREGATES SHALL CONFORM TO ASTM C33. / ®18" O.G. N VERTICAL BARS 16. CONCRETE MIXES SHALL BE DESIGNED BY A TESTING LABORATORY APPROVED BY THE DIFFERENCE THICKNESS OF I ® WALL 6 SPLICE AT DIFFERENT SIZE GRADE BEAMS 15 SHALLO BEINMADEG RCOLDS ALL NOT BE RE-BENT WITHOUT APPROVAL OF ENGINEER. BENDS ENGINEER. MIXES SHALL CONFORM TO APPLICABLE BUILDING CODE REQUIREMENTS, ENGINEER OF RECORD " a a a 1.41 -4 SINGLE LOCATIONSREGARDLESS OF OTHER MINIMUM REQUIREMENTS SPECIFIED HEREIN OR ON THE SLAB (IF APPLICABLE) r (WHERE APPLICABLE) NO SCALE CD022 16. TYPICAL REINFORCEMENT SPLICES AND EMBEDMENT LENGTH: DRAWINGS. MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL CONTROL JOINT ' 4d OR 2.) " (MIN) ELEVATION OF COMPACTED BEFORE USE. DESIGNS SHALL SHOW PROPORTIONS OF CEMENT, FINE AND COARSE r CONT. KEY HOOK OR UNDISTURBED AGGREGATES AND WATER, AND GRADATION OF COMBINED AGGREGATES. 4 j /7�� EMBEDMENT EMBEDMENT 3/4" €Y2" ADJACENT SOIL 6" GLR. MIN., REBAR SIZE SPLICE LENGTH 17. PROVIDE 3/4" CHAMFER AT EXPOSED EDGES OF CONCRETE, UNLESS OTHERWISE ,,,d,. a1 • 371074 ° K180° BUILDING WALL ABOVE W� HOOK W�o HOOK /WALLS AND FOUNDATIONS a TVP. at 12" GLR. SHOWN. Alli • a • MAX. U.N.O.° ° a • 4ADDITIONAL FOOTINGSLAB ABOVE #3 24" g" 22" 18. SECURE REINFORCING, ANCHOR BOLTS, INSERTS, ETC. RIGIDLY IN PLACE PRIOR TO Q I461) SEE NOTE 10 ' a d °Q 4 DEPTH MAY BE r5° SLOPEPOURING CONCRETE. CONSTRUCTION JOINT ° REQUIRED TO MEET �_ #4 32" 12" 29" 19. SUPPORT HORIZONTAL REINFORCING ON GALVANIZED CHAIRS EXCEPT MORTAR BLOCKS VERTICAL BARS / `� EJ 4a a ® yv�,LL THE ADJACENT GRADE #5OR OTHER APPROVED METHOD OF SUPPORT AT FOOTINGS, AND SLABS ON GRADE. 40" 15" 36" 4 REQUIREMENTS. n NOTE THAT BRACING AND LIFT INSERTS, AND CHAIRS AT TILT-UP PANELS, NEED NOT 4 d LOCATIONS (E) SLAB OR • , SEE NOTE 6 d Oz ° ° • aQ CONTRACTOR d CIVIL \T--\ } I '` #6 48" 18" 43" BE GALVANIZED BUT SHALL HAVE PLASTIC TIPS. APPROVED CAULKING ° ° ENGINEER MUST -i 11=f% I-III-I I =�L55'MMAX. FOOTING (IF i 0 ye RADIUS (TVP) AFTER CONCRETE IS IN COORDINATE THE =I I :�%j/ I -1 I- I 11 7 6921 63 20. REMOVE FORMS AT FOLLOWING MINIMUM TIMES AFTER POURING: AT SLAB EDGES - 24 APPLICABLE) % ( PLACE ° REQUIRED DEPTH OF - - '-- • " • I-III -1 . #8 78" 24" 72" HOURS; AT WALLS LESS THAN 4' HIGH - 36 HOURS. BRAD YOUNG & ASSOCIATES, INC. 1/2" FIBER DOUBLE FOOTING IF =I I ' . -I I #9 88" 27" 81" 21. CONSTRUCT FORMWORK TO MAINTAIN TOLERANCE AS OUTLINED IN ACI 347. � SSTRUCTURAL Y LT R A L ENGINEERING /24------------Ad APPLICABLE I _ e • 31" FORMWORK SHALL BE REUSED IN ACCORDANCE WITH ACI 347. 345 EXPANSION JOINT, d ° J / ; CLOVIS,CALIFORNIA 93612 j HOLD 1/2" DOWN FROM ' ,- FOOTING DEPTH AS =III • - . I 1 #10 98" 89" 22. TRENCHING OF GRADE BEAMS SHALL BE EXCAVATED IN ORDER TO PROVIDE THE PHONE:(559)323-9600 FAX:(ss9)sz�9r,aa A ):=( TOP OF SLAB THIS DETAIL DOES NOT APPLY TO FAD FOOTNNF,y5 REQUIRED BY THE PLANS r I - #11 108" 35" 98" BEAM CROSS SECTION INDICATED. BEAM AND SLAB DEPTHS AND WIDTHS AS �GONTROL JOINT --_ ( \ CONCRETE SLAB (THE FOOTING DEPTH ' I I II I I I I I _ I LIGE INDICATED ARE MINUMUM ACCEPTABLE SIZES. LARGER SIZE BEAMS AND SLABS J,Y2" MUST BE AT LEAST AS / L, / ,f. FORMED BY LESS ACCURATE TRENCHING MAY REQUIRE ADDITIONAL REINFORCING NOT AT CORNERS 11 DEEP AS REQUIRED BY W °W' L� Th INTO SHOWN WHICH SHALL BE DETERMINED BY THE ENGINEER DURING CONSTRUCTION BYAJOB#19366 DETAIL ; TERMINATION OF CONCRETE THE REPORT CONTACTOJECT 'O1LS THE 'CONCRETE STANDARD REVREMOVED.1LL LOOSE DIRT HAUCHES SHALL FROM BE CUTES ONAND EACBOTTOMS OF TRENCHES SHALL SIED OF TRENCHS OF ADEQUATE SIZE SEAL 10 �FOOTIN6 WIDTH AS EXPANSION / ISOLATION JOINT I BEAM/WALL NO SCALE 1 CD021 ENGINEER IF THERE ARE \/RESAR /' HOOK TO MAINTAIN THE VERTICAL SIDES OF THE TRENCH. SEE NOTE #10 #4 @12" O.G. VERTICAL REBAR ANY DISGREPANGIES REQUIRED BY THE PLANS TO ISOLATION JOINT (PROVIDE WHERE *5 BARS x16" LONG ®12" O.G. ( @ SLABS: SEEcoNCR� NOTES �o -�. CENTERED IN WALL FOR HALLS NOTE: BE SPLICED (PROVIDE BOND CONTROL JOINT / 8" I, W/ 3/4" CUSHION ON SIDES OF DOWELS. REINFORCING 2'-6' TALL 4 #5 @12" D.G. FOR THIS DETAIL ADDRESSES ADJACENT GRADE LOCATIONS W/ RESPECT TO CONCRETE SURFACE OR BREAKER) DOES NOT OCCUR) EMBED NOTE: THE OWNER MAY CHOOSE TO USE *5 DETAIL WALLS 6'-10' TALL. CALL THE FOUNDATION. SEE THE FOUNDATION 4 CIVIL PLANS FOR MORE INFO. JOINT IN CONCRETE NOT TO SCALE I C1\1001 -2019 OSSC \�? GIN O O CONTROL JOINT- REBAR DOWELS x I6 LONG 45)12 D.G. IN/ FOR REQUIRED ENGINEER FOR WALLS TALLER ALSO SEE "FOUNDATION NOTES" DETAIL FOR MORE INFO. <c, 7127 • "& ' OUT THE 3/4" CUSHION. THIS OPTION MAY LAP THAN 40' • PIPES PERMITTED r- 6 RESULT IN MORE SLAB CRACKING. / 17. ALL. REINFORCING SHALL BE DETAILED, FABRICATED AND PLACED, IN ACCORDANCE WITH IN THI5 AREA + / L_ 7ADJACENT GRADES TO FTG. THE LATEST ACI DETAILING MANUAL. /.�A�\ ,' . O O de = :r Ir r I 18. ALL REINFORCING SHALL BE SUPPORTED IN FORMS, SPACED WITH NECESSARY _ I!- 1G0�OL JOINT \ a NEW CONCRETE r1 .I NO SCAL1< ACCESSORIES AND SHALL BE SECURELY WIRED TOGETHER, IN ACCORDANCE WITH THENORMAL BOT. OF FTG. .SLAB THICKNESS . * _CONTROL JOINTS • == 4- q+� 1-- ' ��- LATEST EDITION OF THE CRSI "MANUAL OF STANDARD PRACTICE" I" CLEAR BETWEEN PIPE 4. =_I "- IS" MIN. � � y[TT .1 .. 4 . `/1 I I 11 1 1 m I :. .a . I d I a a I ° AND SLEEVE. TVP. I I- I I- III RAE • REINFORGING- z USE SIMPSON r z` D- -I I-I I ° -��.:-. . ---I-:=4SEE PLANS sy =1 11= -1 1- I- DETAlL _ 12" 2 _ N z o -....i. . ... m EXPIRATION DATE: 6-30-2020 XP-EPDXY / 'I _ TIM I= 1,-. < . 1 • I, • FOR SIZE d , REINFORCING • I I I, B EXISTING CONCRETE/NEW CONCRETE _ v m I I I I I I I �\ _ 12. .4 SPACING (#4 PLACED BEFORE,_, CONCRETE FILL O BE a° s :III- _ . C I- I a MIN.) i - THINNER SLAB SIDE THICKER SLAB SIDE I- I �' - d , 1 r ,32 PIA'S - FOOTING IS POURED - • - - II .' � L / ;I i I f �^ / 1 11-1 11-1 I I- ..Si __ _ ISSUE DATE DESCRIPTION 3/4" SQ. CUSHION DOWELS xlb" LONG ®12° 2 \ - I I III _ _ � SEE 32 DIAS / / / I6 DIAS _ , ti MAKE SAME WIDTH AS _ - I _ I- ��� D.G. CUSHIONING TO OCCUR AT SIDES OF JOINING (E) CONCRETE W/ (N) CONCRETE ' 17- ' FOOTING AND FULL _ REINFORCING 32 DIA' In I- -I 1 I- I -I I - I-I / 4 •-- WIDTH OF PIPE TRENCH. DOWELS ONLY NOTE: THE OWNER MAY Q -1 ! -I I } I I I I DETAIL Q (TMP) 2111=H17= �` CHOOSE TO U5E *5 REBAR DOWELS x IS" C (IF APPLICABLE) X I Q- -III- FOR REQUIRED 2- #6 AT HEAD UNLESS i ° a NORMAL FINI.,HED ELEVATION . a n LONG ®12" O.G. OR 3/4" cP x 16" LONG NOTED OTHERWISE - LONG ®I2" O.G. OR 5/4" cP x 16" LONG OF BUILDING SLAB in / / LAP TYPICAL • } 4 , `1)\- FOR PIPES PASSING UNDER CONTROL JOINT SMOOTH DOWELS X12" D.G. THIS OPTION DEPRESSED SLAB BQfTQ�i OF FOOTING 2- *5 TYP. ;17: . . FOOTING 36" OR LESS BELOW PIPES IN BACKFILLED TRENCHES IA MAY RESULT IN MORE SLAB CRACKING. / .,� �. . e: , : ° .n , . A NORMAL BOTTOM OF FOOTING, (i"\ PARALLEL TO FOOTINGS ,_- N 4 I � ! ©CONUOU8 WALL FOOTING r SEE a 4. r. , d-(SEE AEGH L. PLANS FORZ (€) *4x45" LONG FOUNDATION SEE FOUNDATION SEE FDUNDATION� o ° • e 2 NOTE: FOR SLAB a REPRESSION DEOTH) TOP OF FOOTING SEE REINFORCING DETAILA SEE PLANS FOR CORNERS FOR SLAB } 4 d `.• ` FOR REQUIRED LAP NciL 4. FOR SLAB THICKNESS • • .e .^ '' / / . • ." m (1 SEE TYPICAL STEPPED THICKNESS a /IT THICKNESS 1 e I WALL INFO. I �JG I _ 1 r e J1 I \ �r o -SEE / , 24" TYP. Q REINFORCING.AIL FOR I FOUNDATIONRSLAB / ///, 44 . `tY • a ' •• 1 \ a •r a . ' a..'. :1( FOR 4‘ /' NOTE: d (4" MIN) d (4" MIN.) '\ \ THICKNESS n :o I 4-13-20 PERMIT SUBMISSION J, _ _ SEE TYPICAL REINFORCEMENT AT PANEL mI - 1 ( d+4" d+4" • T/� OPENINGS (AND KNOCKOUTS)" FOR TYPICAL DOUBLE CURTAIN O X co 4-3-20 90%SET / j ff • *4 HOOP TIES CONCRETE WALL PANEL REINFORCING. A I 4 X 3-20-20 PLANNING �c -��e. •�'� A ® T/2 SPACING PROJECT INFORMATION BLOCK JOINING OF SLABS OF DIFFERENT THICKNESSES SLAB DEPRESSIONS Rte' ° 32 DIA'S 32 :IS: Ib DIA'S z 4 �Foi 12" MIN.I-I I IF APPLICABLE) (IF APPLICABLE - SEE ARCH'L, PNS FOR LOCATIONS DEPTI4 4 DIMENSIONS • • A ` • • • BYAJOB # 19365 OPENING IN CONC. FLOOR SLAB OR WALL FOR PIPES PASSING UNDER FOOTING OVER 36" BELOW NORMAL DATE: 1/20/2020 Y mui J1II / "!y ; 1R T • aNBOTTOM OF FOOTING, STEPPED f'OOTING i5 REQ'D. DRAWN BY: PE �2 TYPICAL SLAB ON GRADEr aZ �� • R Cz NO SCALE C©003 , : r C d - ° m • '� �.' ° .' � `�� _ 4 • - ` '� � - ` CHECKED BY: CW NO SCALE I CD008FOOTING 1 ` -I I-T I I- T` �[� ° . " . a . . + • e ...- • ` a I I -I r d } x_� 4 4, A A • - - 2 RELATIONSHIP OF PIPES MODEL 2 -III I A I E I -III - II- I III ' l T>FIfCFCB71DF00T11KiS NO SCALE I cDo DRAWING STANDARDS v20. 1 �; I-III-J I --1 11- SEE • °� .•4 cfl 0 REINFORCING , ` • m DETAIL a ' ° SHEET TITLE FOR REQUIRED f 04 CONTINUOUS FOOTING / LAP ` NOTE: SINGLE CURTAIN STANDARD NOTES THE CONTRACTOR 15 RESPONSIBLE FOR COORDINATING FOOTING STEP LOCATIONS C AND DETAILS (UNC) WITH GRADING / CIVIL PLANS. SEE "FOUNDATION NOTE" FOR MORE INFO. 11 STEPPED FOOTING 4 REINFORCING LAPS AT CONC. NO SCALE WALL AND FOOTING INTERSECTION NO SCALE • CD00� SHEET NUMBER 31 . 3 illNM ILI D �C B A 11111 I 7(E) GMU PILLASTER W/ (E) FTG., TYP. . , , , 1 C > , LJ 8 W _I L \ / gS _ TYP. @ AHD ANCHORAGE 4 5 (MAX. WT. = 2,200 LBS.} TYP. ® ATM ANCHORAGE S3.2 (MAX. WT. = 2,000 L55) C'? 6 Nit I— _ , __ _ :,_,._ _,, ___0 —, rg- r __iL --f- g— -I'- I-- 7 I- u -0 — T 1Lill i i v j M r I II ii S4.1 CO 1:,.. "... ' ' ' . .. ..f '11 r li W I.• 10 I' 13 //1 I w / /,t_.);\ , I I (E) FTG., M :.:A..- )" .1_______-' ---) I am al W , joa —IWN (N) PRE-MFR. 4. Ii O v a f:i. PARTITIONS BY / ..••• OTHERS, TYP. % N v.) 0.CI Cl- � ___ _______.. _ __ / CO J a/ arik e (N) TRENCH lit Zo O INFILL, TYP. I/ / CI = • :t . Ili . / V ci t,") w A ' '`�•• W a Q •�•.• IYP. ® V3.0-ATM ANCHORAGE %','•••b: ,...,„ (MAX. WT. 1,500 LES.) 2 _ 832 ���_. _ `�� \ / 0 y - 'TYP. @ (N) AI / �. PRE-MFR. r .• •.'.. ~ I da.�_ o �r ` O — PARTITION 531 % ( rS - I/r,.. Z 0 (E) GMU WALL % \ , /1 - F. (E) 4"GONG. SLAB ON GRADE, � ,.'t•-' : . (E) GMU WALL, TYP. 4.W —I 4 1. CONTRACTOR TO V.I.F. (E) SLAB _ ;' N j IS A MIN. 4" THICK AT ,. In Z % PROPOSED BANK EQUIPMENT �- IM LOCATIONS W/ (E) REBAR 42 W�r:11-r:JW - a 't ,/ / REINFORCEMENT THROUGH NON-DESTRUCTIVE TESTING SUCH • r AS G.P.R. r ` O 0 (11) ADJACENT .:;►_ '- .......,:•. ••..,;•. . .:�. ;r r I p'././/////J ) r TENANT r-4r r N.I.C. 4 8+7 r r / 812 r • •.: ENGINEER OF RECORD M @ (N) FULL-HT r '!;•.'- /, T PARTITIONS r �/ .r- ,�, r���re��I irfi/fes-. ' .•i. Y / • 1 i 741 Al � ���///lam/ '� `j� ' r 1 �..■ if 0 1 rjfi-j,-rir_.-ri-ri.eeirH.:4 ...:4-1j,r/r-r-ri,r/rJrjj 1 r • � WALL IN-FILL SEE, i % r 't... �rr --a �% 5/54.2 BRAD YOUNG & ASSOCIATES, INC. r / I .1- # - / / % r STRUCTURAL ENGINEERING % 11 I r •y I / 345 POLLASKY ta 4, r CLOVIS,CALIFORNIA 93612 - r PHONE:(559)323-9600 FAX:(559)323-9633 V // /V././7/[1.,,V49/41,V7/4 I R-----"- j I J r (N) BRACED % \ / r • _ L % PARTITIONS f ''Irrr ,j',rXxxxXxrr1iiiiiiiii1 1 BYA J08#19366 I / ` 83.2 © �• 0 SEAL f I ' I TYP. ® CASH SAFE % CASH RECYCLER ANCHORAGE (MAX. (MAX. WT. 1,141 LBS.)(L / -.,•. • ..:.4 .'.. :-•..- .. • WT. = 4,000 LBS.) .._ : : i ,,,,,,,, •••44 ,\G' -A. S 1 4 7127:P 7 jf,t4 (E) FTG. (E) GMU WALL, TYP. I� CD TYP. IP.YRAS -0 1 EXPIRATION DATE: 6-30-20201 ISSUE DATE DESCRIPTION 4-13-20 PERMIT SUBMISSION 4-3-20 90%SET 3-20-20 PLANNING COLUMN SCHEDULE WALL LEGEND FOUNDATION NOTES PROJECT INFORMATION BLOCK BYA JOB # 19366 DATE: 1/20/2020 BASE PLATE INFO I. THE CONTRACTOR MUST READ 4 UNDERSTAND ALL STANDARD NOTES 4 DETAILS DRAWN BY: PE — EXISTING WALLS BEFORE BEGINNING CONSTRUCTION OR FABRICATION. CHECKED BY: CW COL. COL. SIZE "N" 'B' T "1N" "x' ANCHOR BOLTS REF. DErAL 2. SEE STANDARD PROJECTS DETAILS (5/SI.1) FOR SPECIAL INSPECTION REQUIREMENTS N r e ,_ i — NEW INTERIOR NON-BEARING PARTITIONS, FULL INo) DIA. x L' FOLD HEIGHT TO DECK. SEE SHEET 541/51.2 FOR CONN. 3. ALL UNCLEAR AND/OR MISSING DETAILS OR INFORMATION SHALL SE BROUGHT MODEL INFO. TO THE ENGINEER'S ATTENTION BEFORE PROCEEDING WITH CONSTRUCTION Cl H555x3x)'/4" SEE DETAIL SEE DETAIL 144/54.1 OR FABRICATION. DRAWING STANDARDS v20.1 V/////////A — NEW INTERIOR NON-BEARING PARTITIONS, EXTEND 4. CONTRACTOR MUST VERIFY ALL DIMENSIONS IN/ARCHITECTURAL PLANS 4 FIELD STUDS 5" ABOVE CEILING. SEE 1 48/51.2 FOR CONDITIONS AND REPORT ANY CONFLICTS OR OMISSIONS TO THE ENGINEER AND SHEETTkTLE C2 HSSSx2x5�(6" SEE DETAIL SEE DETAIL 7/54.1 CONNECTION DETAILS. ARCHITECT BEFORE BEGINNING CONSTRUCTION OR FABRICATION. -- - NEW SOFFIT IN/ GLAZING SEE 7/53.1 5. SEE PLUMBING 4 ARCHITECTURAL PLANS FOR REQUIRED SLAB WORK NOTE: FOR FLOOR DRAINS. I "L" IS THE EMBEDMENT LENGTH INTO THE CONCRETE. E. /74 — WALL IN-FILL, SEE 5/54.2 FOUNDATION PLAN 2. USE F1554 GR 36 ANCHOR BOLTS FOR COLUMNS. NOTES: I. AT 6" WALL USE 6005152-53 STUDS is 15" O.G., U.N.O. SHEET NUMBER 2. AT 554>" WALL USE 3625162-43 STUDS ® 16" O.G., U.N.O FOUNDATION PLAN1 5 2 . 1 SCALE: 1/4" = I'-O" i 1 111111111 III Uill I * L. B A L 0 Q a_ ill % / <//:// ''''' r ^ 04 W (N) Cl2x2O.7 in ri Ilm 2 © 0 cf) (N) SOFFIT (N) OPENING 0 LU 33.1 S4.1 CM ( b5/+„x3C>" 6,L5 0 0 Q 1 W N cripi o LL 1 1 54.1CO Q 1ir r / r '/ii, j ' /'/ , elZ O0 0• i ui- ,,,/,;42 ;i; oxp; %%?'%%2/;;% Wrt V O . rii/:1/:././/:.%///:,,:i m �/f r �r/rr/rir/rrrr ///r , 'riri% —- cl- lii ct ti iiiiirir r,;//,,,::///;,,,,,//; i/r it/��� ri iii ;iii/iiiiii� irrirr i::ii rr/ _ -- (E) PLYWOOD SHT'G. "1— , (' i���/ice,,,,✓�i/ i�..%��...i rr_ Z CI : ,„„,/„...0.„,,,,„;0„/„„/„/„„/„.,/,;,.:„„.,r//%rr ,„,„ irr/ /7/ r/ ri; OF. r ri /r /rr'„../..„,„„, • ' 7r /r ..•4 T i rii; Z -r-. , , '' .,, ° . .•,: (N) RTU-I (MAX. WT. yir;riiiri iiiiii%ii /'r . ;// Q .' -, ' - ' .°..`.,.;'•�:�. 7501bsJ TO REPLACE (E) � r I~ :t mil UNIT IN (E) LOCATION 4 4 N RE-USE (E) CURS To Z1 I' .; I,� _ - 1\ Cf) r .. �• F�•� 831�: `f ` o 1.!. .. -,1 @ GLG0 SOFFIT — _ _ ;' L ;J L (N) CONDENSER PLATFORM �/ TYP. ® (N) GOND. (MAX. T. = 110 lbs.)N --(N) RTU-I (MAX. WT. 750Ibs.) PLATFORM ENGINEER OF RECORD (E) ) 1 LOCATION TOREPLACE a€ RE-USEUNIT(E)IN CURS Q '''s's ._.„..>.„.._„,•----(N) HDR. TYPE 'A' PER 8/53.1, TYP. 1 ADJACENT --_-1111/ A 4 TENANT Y ' -- 0 - N.I.C. u y, 1 III mI VG1 BRAD YOUNG & ASSOCIATES, INC. 1LSTRUCTURAL ENGINEERING ) 345 POLLASI Y Cile CLOVIS,CALIFORNIA 93612 PHONE:(559)323-9600 FAX:(559)323-9633 ( (E) 36" RED 5 JOIST ® 32" O.G. A 1 - L:--------- ,..---__ - ) mi. BYA JOB#19366 •,.• --4-. -- .. SEAL Ark Vri i ocp "1i 1 S31 i j 1-4./ �'7127,• g GLG __ L •if,N SOFFIT, TYP. —— 0 %iffli 4) )' RAE. I EXPIRATION DATE: 6-30-2020! I_ 4 ISSUE DATE DESCRIPTION SEE I/54.2 @ (E) CRACKED LEDGER, — REPAIR WHERE IT OCCURS, TYP. I. THE CONTRACTOR MUST VERIFY ALL EXISTING STRUCTURE IN LOCATIONS THAT ARE <2 BEING EFFECTED BY THE TENANT IMPROVEMENT AND REPORT ANY DIFFERENCE FROM THESE PLANS TO THE ENGINEER BEFORE CONSTRUCTION OR FABRICATION BEGINS 2. VERIFY NEW OPENING LOCATIONS W/ ARCHITECTURAL PLANS 4 REPORT ANY CONFLICTS 4-13-20 PERMIT SUBMISSION TO THE ENGINEER BEFORE CONSTRUCTION OR FABRICATION BEGINS B. THESE PLANS AND ANALYSIS ONLY ADDRESS THE LOCALIZED AREAS BEING EFFECTED BY 4-3-20 90%SET THE CURRENT REMODEL AS SHOWN IN THESE PLANS. ALL OTHER ANALYSIS (IF REQUIRED) 3-20-20 PLANNING ARE TO BE PERFORMED BY OTHERS. PROJECT INFORMATION BLOCK 4. SEE THE STANDARD DETAILS FOR MORE INFILL INFORMATION, TYP. BYA JOB # 19366 5. THERE WAS LIMITED ACCESSIBILITY TO THIS SPACES ROOF STRUCTURE, WALL FRAMING, AND DATE: 1/20/2020 BUILDING COLUMNS DURING BYA'S SITE VISIT 50 STRUCTURE/FRAMING SIZES WERE DRAWN BY: PE DETERMINED TO THE BEST OF OUR ABILITY FROM WHAT WAS VISIBLE. IF THE CONTRACTOR CANNOT VERIFY BY SIZE AND DESIGNATION ALL EXISTING FRAMING SPECIFICALLY IN CHECKED BY: CW LOCATIONS THAT ARE BEING EFFECTED BY THE TENANT IMPROVEMENT THE ENGINEER MUST BE NOTIFIED IMMEDIATELY BEFORE CONSTRUCTION OR FABRICATION BEGINS. MODEL 6. DURING THE DEMOLITION OF ALL INTERIOR/EXTERIOR FRAMING (AS SHOWN ON THE DEMO PLAN) THE CONTRACTOR MUST VERIFY THAT ALL FRAMING COMING OUT(IE: BEING DEMO'D) IS DRAWING STANDARDS v20. 1 NOT LOAD BEARING OR IF IT IS LOAD BEARING SHORING PROVIDED BY THE CONTRACTOR MUST BE INSTALLED UNTIL PERMANENT STRUCTURE (AS SPECIFICALLY DETAILED IN THESE SHEET TITLE PLANS) IS COMPLETELY CONSTRUCTED. THE CONTRACTOR MUST CONTACT THE ENGINEER BEFORE CONTINUING WITH CONSTRUCTION (IN THAT AREA) IF THERE ARE AREAS OF THE EXISTING STRUCTURE THAT APPEAR TO BE OR ARE LOAD BEARING (i.e.: ALL STRUCTURAL ROOF FRAMING ELEMENTS SUCH AS BEAMS, WALLS, COLUMNS, FLOOR/ROOF FRAMING, ETC.) AND ARE ON THE DEMO PLAN TO BE REMOVED BUT K NOT STRUCTURAL PLANS BEFORE CONTINUING WI HDCONSSTRUCTION IN THAADDITIONAL FRAMING IN THE AREA. PLAN SHEET NUMBER ROOF FRAMING PLAN 1 5 2 . 2 SCALE: 1/4" = I'-O" : I I I i t 6 o � 6 - I I I III Ahl 6 -7-//V10 (N) 3625162-33 BRAGS ® 48" 1� I (N) 3625162-33 BRACE ® 48" 6 0 O.G. W/ (4) #10 SM5 EA. END (N) 3625162-33 ® 24" O.G. I ; O.G. W/ (4) #10 5M5 EA. END• _ INU (N) 3625!62-33 I✓ • (N) 3625162-33 BRAGS ® 48" 1 O.G. W/ (4) #10 SMS EA. END I (f� 3625162-33 BRACE 48" (N) 3625162-33 ® 24" Q.G. O.G. W/ (4) #IO SMS EA. END i I I (N) CONT. L 2"x2"x 15" GA. H--i _ -r--H . •y ll GLb. LINE SEE ARGH'L CLOSURE ANGLE AS REQ`D IN/ i • I • I CLC. LINE GCE ARCM._ `. #10 MS EA. LEG ® Ib" O.G. 11: (!� 362T125-33 SILL TRACK W/ #ID r - - - I1 *, 1 ! SMS EA. FLANGE TO EA. STUD (N) 362TI25-33 SILL TRAGK W! #10 (N) ALUMINUM GLAZING CHANNEL SEE ! SMS EA. FLANGE TO EA. STUD ARCN'L W/ #10 SMS ® 24" O.G. CL6. LINE SEE ARCH'L 'y C.L .CLINE SEE ARCM.. TYP. - (N) 3625162-33 ® 24" O.G. (N) *10 SMS ® EA. W/ 2-#10 SMS * EA. LAP (N) CONT. STUD, TIP. 362T150-33, TYP. d 11.1 t ti 4 DETAIL Q <1 SCALE:I -I 0 tu N X O. w Q (N) MTL. PARTITION Q t , isl (N) 0.157"Oxl 1/4" EMBED. I PER MFR. al j // HLT1 X-U SHOT PINS ® 18" .0 w I O.G. is SLAB 1111. '-111-i 11=11 1=I I h-111-111= (E) SLAB 6 0 i 1 , r ,...... -_-111-1-111-7111E111411= —I 111-111-111-= - TY-. (E) GLB HEADER g W y 00 00 — III---111_11 I-11 1-.---1 I 1 1117 (N) 3625162-33 BRACE ® 48 cir " " (N) 6005162-33 ® 24" O.G. VV! (4) #10 SMS EA. END I* y',i O.G. W/ 4-#I0 SMS ® LAP =1I 111 I I–I I1=1111 I1= I�I I 1111_ � liMi0 - 1• i (N) CONT. 600TI50-43 W! 2-#10 cid) IM CC cJ � W.S. ® 12" O.G. TO (E) HDR. 7 DETAIL �I • - - _ -, WIX _ CEILING LINE _ - — - — M SCALE.I -I O oQ � WN (N) 3625162-33 ® 16" O.G. 1 DETAIL C) 4 N #10 SMS ® EA JOIST TOP 4 BOT. (N) CONT. L 2"x2"x 15" A. SCALE:i"=1'-O" N0 J CLOSURE ANGLE AS REQ'D W/ COCI U yi *10 MS EA. LEG ® Ib" O.G. CE) GLAZING Z 0 0. ix O O PROVIDE TYPICAL SCREWS (N) FINISH PER ARCHIL FROM EA STUD TO TRACK W 0 SECTION ABOVEW V BUILT UP JAMB COND. SEE8 TYPICAL STUDS AND7- W FINISH PER PER ARCH'T BELOW FOR MORE INFO 2"x2"x0'-6"xI6Ga. CLIP 5 DETAIL /7-8-7 o 0. 4 < 0> Z el �, 0 -# M. A_ EG FOR END k+,,,,..i.N.N.... FOR ENDI Y2 DEEP LEG METAL7 2 10 5. 5. E L SCALE:I -I OTRACK TO MATCH (AS REQ'D PER0 � � w Z CONN. t ICONN. 0STEEL STUD SIZE W! SCHEDULE) 1I `i 4`� ii (N) FINISH AS REQ'D 4 N#!D S.M.S. � 12"oc TO1 (N) 3625162-33 BRACES � PER ,4;�}{�T BOX HEADER BUILT UP BOX HDR. I I GOND. SEE BELOW (E) SHT'G\ ® 48"oc W/ 2-#10 S.M.S. ----------"---(N) en Z I FOR MORE INFO EA. END 3625162-33 -_--_-_ 1 1 8 1 I HANGING STUDS a IM (110) 1 �+• a " SEE ARCM.. FOR IL � ----.._-- fi--, DETAILS/ADD L _ {N) 2-#10 S.M.S. I t II INFO. N.: , \ 1+ `� AT LAP TIP. BUILT UP BOX HDR. V1+ 1 +l (1111) COND. SEE BELOW / f I+ I I FOR MORE INFO (N) SUSPENDED-Y/1 USPENDED + STOREFRONT, DOOR, OPENING PER CEILING ARGHI 1 PER ARGH'T L+ +J -L - - 111_7,1-zit -11.7+-r-1 -+1 - - - ( OPENING AS REQ'D ARCH'T ,� I � PROVIDE 2"x2"xISGa. PER ARCH T - - - - - GONTIN. EDGE ENGINEER OF RECORD CLIP FLANGES OF TRACK I y yy STUD FRAMING ABOVE V ,V } �+ 1I1 I;�1,�; (N) 3625162-35 SOFFIT AND FINISH AS REQ'D SECTION AND SCREW TO �,�� I4 I r v NOTE: -PROVIDE (N) JAMB STUD SEE SCHEDULE LJJ A JOISTS ® 24"oc W/ FOR * OF SCREVS (N) L50 CLIP IN/3-#10 TEK \ \ REFER TO ARGH'L DETAILS FOR 2"x2"x186a. CONT. REQUIRED SCREWS TO BRACE (N) FLAT 2x6 BLK'G ADD'L INFO. 2-#10 S.M.S. EA. END EDGE TRACK SECTION HEADER TO JAMS 3-#IOxll'�" W5. TO 1751-KG \ \ W/2-#lOx2ya" WS TO TRUSS PER SCHEDULE CONDITION \ BOO 3 OTM CHHORD SPAN A MIN. / 2- #10 TEK #10 S.M.S. ® SCREWS \ (N) BRACE PER #10 S.M.S. I2"oc TYP. \ PLAN 2 DETAIL Pl 1 _ 12"oc TYP. 4/ SGALE:1"=1'-O" es, DBL STUD SECTION PER SCHEDULE BRAD YOUNG & ASSOCIATES, INC. NOTE: RLHOLES N STRUCTURAL ENGINEERING 345 POLLASKY QPERPENDICULAR TO JOIST TRUSS TO PREVENT czovrs,CALIFORNIA� z RACK SECTIONSTUD SECTION SPLITTING IN WOOD oxo:(sss '3�°° FAX:( )aa� tta.......61.: PER SCHEDULE IF REQUIRED (E) TG AS REQ'D PER SCHEDULE BOX. HEADER JAMS CONDITIONf ' ' F1j .` �— /1 ��` . BYA JOB#19366 (N) FLAT 2x6 BLK G BETWEEN (E) SHT'G TRUSSES W/ 2-#10x26IN TO i SEAL TRUSS TOP CHORD I _ HEADER SCHEDULE JAMB SCHEDULE _ a IA \ �° - (N) CONT. 2x4 A �Gl 4 BLKG. W! .,.�• ! ALIGNED W/ HANGING D �'R�.p MAX JAMB CLP TO SCREWS TO STUDS � c • TYPE STUD SECTION TRACK SECTION SPAN COND. JANE JAMB TYPE STUD SECTION TRACK SECTION 1 7is�. r 0 3625162-33 362TI50-33 61_0" 1 3-#10 EA. LIDS 0 2-3625162-33 NONE \ \ iir O (b TOTAL) ,,' -. a © N \ \ Y RAE , i —'�— FA i --�—' (N) HANGING STUDS EXPIRATION DATE: ADDITIONAL NOTES: ADDITIONAL NOTES: L _ \ ,, PER PLAN W/ L3O CLIP 6-30-20201 I. CONDITIONS ARE FOR INTERIOR NON-BEARNG HEADER CONDITION. I. CONDITIONS ARE FOR INTERIOR TO 2x BLK6. 2. STUD SECTIONS OF BOX HEADER SHALL BE UN-PUNCHED NON-BEARING CONDITIONS. ° ° \ - -\ PERPENDICULAR TO FRAMING I \ \ 0 (N) L50 CLIP W/3-#10 TEK (N) BRACE PER \ ISSUE DATE DESCRIPTION SCREWS TO BRACE 4 PLAN 1 L 3-#IOxlY�" WS. TO BLK'G DETAIL 8 „ (E) SHT'G SCALE:I„__l o PARALLEL TO JOIST 0 t1 il, •I I 4-13-20 PERMIT SUBMISSION (E) TRUSS, TYP. 4-3-20 90%SET (N) CONT. 2x4 BLKG. IN/ A54 I -_- CLIPS EA. END ALIGNED IN/ I 1 3-20-20 PLANNING 6 DETAIL HANGING STUDS I PROJECT INFORMATION BLOCK 1 I SCALE:I"=I`-O° I BYA JOB # 19366DATE: 1/20/2020 �1 II , DRAWN BY: PE . i CHECKED BY: CW I I (N) HANGING STUDS AS -41- REQ'D W! 2-#10 5M5 MODEL TO BLK'G DRAWING STANDARDS v20.1 r-8 PARALLEL TO FRAMING �.` SHEET TITLE FIXTURE DETAILS 3 DETAIL SCALE:I"=I'-O" SHEET NUMBER $ 3 . 1 (N) BANK EQUIPME D TYP. MANUFACTURER NT BY _ Mr loll �( o s� / 0 —.—\-- . IIII -7 .0 4 - A.B. PATTERN N — Z V N (2 - A.B. PATTERN) d 0 ANCHOR BOLT (Ii) _ u- m cV HOLE, TYP. o 1 I o ' \ 1 111111 1 1/2" 1 1/2" (y1"---_____ _ 38" 51-5" i311 TYP. ATM A 0 AHD/ATM BASE PER MANUFACTURER (2) 3/5"<Ix 1 7/5" EFFECT. EMBED SIMPSON STRONG BOLT 2 / (N) BANK EQUIPMENT BY N (E) CONC. SLAB k51AL INSPECTION REQUIRED MANUFACTURER 0LU [0 (N) L3x3xl/4" \\. GI w p. ce (4) / %/S"4, x11/6" EMBED. (E) SLAB r T SIMPSON STRONG BOLT 2 ® EA. ANGLES A5 SHOAN 4 NOTE: 114.D I. COORDINATE W/ MANUFACTURER'S DRAWINGS. D go.% N.T.S. t 2. NOTIFY ENG. IF ANY DISCREPANCY IS FOUND. CO W (c) . ii. In I" 0 Imi w 4 AND ANCHOR BOL T LA Y-OUT1 SAFE ANCHORAGE cif) I = 1 I a a � > SCALE: I 11-0" SCALE: I" = 11-0" v Q J N o Qu r•1 NOTES: NOTES: NJ Oi I. COORDINATE W/ MANUFACTURER'S DRAWINGS. CO CI re I. COORDINATE IN/ MANUFACTURER'S DRAWINGS. 2.58" 14.57 /x.36")).22'2' r O 2. NOTIFY ENGINEER IF ANY DISCREPANCY 15 FOUND. 2. NOTIFY ENGINEER IF ANY DISCREPANCY 15 FOUND. i/ / Z 0 3. USE 4"X2" SQ. WASHERS AT OVER-SIZED ATM SETTING `N _ `� `� Q ANCHOR BOLT HOLES AS THEY OCCUR. 3. USE 4"X2" SQ. WASHERS AT OVER-SIZED ATM SETTING ANCHOR BACK W ( 0 Et co 21-611'1' BOLT HOLES AS THEY OCCUR. o o �• y Ce �, • LIM W a a 6111 \ 1.=--. TYP. \_(N) VOATM BOLT z oATM (b) 5/5"4)x 17/8" }TOLE = O0 EFFECT. EMBED. z O BACK SIMPSON STRONG LU iI 1— rr BOLT 2 (ESR-3057) CO 4 N CHOR . . (E) GONG. REQUIREDSPECIAL NGTION (6) PATTER BOLT aSLAB \ Fit _ "MI TYP. 1(2) A HOR BOLTCili a "' ,..._, P TTERN `� a I1.! oi• 4 CQ A BOLT HOLE - d --� - - \ o o `� ILI CM) 1!"1 FRONT r, 30.73" Jr N a F NT tr 0 NIS ENGINEER OF RECORD RO 6." 2 V3.O ATM ANCHOR BOLT LAY-OUT e 4 e � �e � 15.16" / SCALE: 111 = 11_0" \-CENTERLINE OF 111/ A A OPENING THRU-WALL NOTES: FACE OF WALL I. COORDINATE IN/ MANUFACTURER'S DRAWINGS. 0 ] I A 2. NOTIFY ENGINEER IF ANY DISCREPANCY IS FOUND. (2) 3/8"�x 17/8" 5. USE 4"X2" SQ. WASHERS AT OVER-SIZED ATM SETTING EFFECT. EMBED. ANCHOR BOLT HOLES AS THEY OCCUR. SIMPSON STRONG BRAD YOUNG & ASSOCIATES, INC. BOLT 2 (ESR-3037) STRUCTURAL ENGINEERING SPECIAL INSPECTION 345 POLLASKY CONC. REQUIRED, TYR BACK P NIE:CALIFORNIA 93672 � - HOONE:(559)323-9600 FAX:(559)323-9633 SLAB \ \ P cF d a BYA JOB#19366 SEAL A N.T.S m n m -ANCHOR BOLT HOLE cR EI'144 1 ato m TYP \ `\ d O 7127. r0CC ia_. I . .l/�.l.N 5 EXTERIOR ATM ANCHORAGE / �� `\ \ O O SCALE: I" = 1'-0" Y RAE .7141- \ I EXPIRATION DATE: 6-30-20201 FRONT 8.6" ISSUE DATE DESCRIPTION ,' / 16.5" d' / CASH RECYCLES--\ (4) 5/8"fix 17/S" EFFECT. EMBED. SIMPSON STRONG BOLT 2 (E5R-3037) (E) CONC. ` SPECIAL INSPECTION SLAB REQUIRED, TYP. 4-13-20 PERMIT SUBMISSION .' 4-3-20 90%SET E.: 3-20-20 PLANNING 6 PROJECT INFORMATION BLOCK m BYA JOB # 19366 X DATE: 1/20/2020 !11 riaa DRAWN BY: PE — CHECKED BY: CW A MODEL N.T.S DRAWING STANDARDS v20.1 SHEET TITLE 3 CASH RECYCLES ANCHORAGE SCALE: 1" = 1'-0" FIXTURE DETAILS SHEET NUMBER 53 . 2 PORTION OF (E) WALL TO REMOVED SEE DETAIL 1/- 2" EA. / , / n 4 SEE PLAN FOR (N) COLUMN SPACING FOR MORE INFO (N) H55 COL. "x FACE PLATE ® I6"oc VERTICALLY - W / / _ PER PLANS , (2 MIN. AT EA. COL.) WITH 2-5/8"� 6 - j SEE DETAIL 6/- FOR CONN. ALL-THREAD RODS EPDXY INTO (E) EXPANSION JOINTS I F 6 JJI/ D / TO ROOF CONDITION WALL W/ SIMP. SET-XP (INSTALL PER \:_:.0 LICABLE Mr / ABO I APMO ER-0265) i 1 ll 1 / / T.O. rFa ROOF - ��I; • �I• I I 1�r I 1 I COL. TO WALL '44111 I '� FIELD VERIFY I T- 1O I SIDE/ o o I I I I I �' I' I ' '1'-`1 I I I I I� / / 1/4 I EXPANSION JOINT IF� I I I I I I11111 7 / Z APPLIGA1r3 I I 1 I I I I Il / / HSS BEAM PER PLANS 3D I I 1 1 I �I -� I 1 I I I / / I - �I 1 1 1 I I I I 11 I ; �' I I II I 1 / / s ,: s I AS REQ D NNEL z I I 1 I I '1- 1 I i t L - AUill PORTION OF / (N) C12x CONTIN. CHANNEL W/ 2-/$ 0x5 /8 I I I I 11 1 I ' �, I 11 1 I 0 5 5/8 / EMBED F1554 Gr. 36 HEADED BOLTS 0 1 _ s l I I I 1 1 ' I• I I 1 1 I (E) WALL TO EMBED / 24"oc EPDXY INTO (E) WALL W/ SIMP. I I I I ,-. , I I I I I 1 I 1 I REMAIN / SET-XP (INSTALL PER IAPMO ER-0265) TVP. Z I I I I I I. " .1 .I I 1 ISI I G ND. 'G' © I - = 0 0 0 '�' �( 12x2o.7 i SEE BASE PLATE GOND. / C 3 I C/0 `. ri I I I I � ��1 I I -0 I° o FOR MORE INFO - REMOVE PORTION OF (E) SLAB I-- p - I I I I I II, I I I �_ - z Z © _ I I I I _ 1 FOR (N) COLUMN INSTALLATION ? • �. 1 1 I I 1:7$1 1 I -(E) GM WALL r yrK (N) 2,500 psi GONG. SLAB 1 A____ , - m �, X 1 1I I I _ I I I I 19 `;;' I • P GI • B \ s � m �I I I o POUR-BACK W/ #4 DOWEL rN/4" FLANGES 1' (N) H553x3xY4 �" I I EMBED INTP (E) SLAB W/ FIELD VERIFY / I/4 _I0 -,-0.T z ❑ SIMPSON SET-3G EPDXY �' —� ; Ie` / ° T.O. (E) SLAB 1 r r a uL' © -E , 1. Q (INSTALL PER IGC-E5R405"1) _, -7,-.7$ / BEAM TO CHANNEL WHERE / • COL. n * z N) H553x3xY4" PP.cil 1 L 1 COL. TO WALL / / H55 COL. PER PLANS-77 l 1 OCCURS PER PLANS LLI U¢ ;ti FIELD VERIFY / T1 Mgr 0-re T.O. (E) FTG. I 1 I i (-�—. I I 1 ,�-• 1 H55 COL. PER PLANS 1 I I I I 1 I I I 4 EMBED. ° / BEAM TO GOL. ' �/1 ° f i �/'ril.L� I I 1 1 I 1 I I I /I 1I V 4 , V B . `� I� \7 o cam; - ca PORTION OF (E) l� / `� © 1 / lie A ° ,-_` HALL TO BE - d REMOVED 4 r A ° (E) CMU WALL TO REMAIN (E) CMU WALL TO REMAIN (1110 111m 0 7 CO W \ (N) Y2' BASE PLATE W/ � � PORTION OF (E) �I m CONTRACTOR ATE CENTERII COLUMN�OGATIDNNW/ 11111 D TYP (1 2-1/2"41x3 Y4" EFFECTIVE ,n WALL TO BE r� I „ „ It) 3/I6 V EMBED HILTI KB-TZ ANCHORS 111 ili REMOVED iu / I6 / OPENING REQ MNTS ON ARCH T DRAWINGS / 32 / w (INSTALL PER ESR-IgI-I) _ ♦ •♦�fr�♦ ♦ice' •♦•,���• 1 •,♦�� 1,, Of. ,1♦•� I,' VERIFY SOLID WALL TO BE SOLID VERIFY SOLID W 77////// ,I, lg. in 1 Av,1 1 , 410 ... .0 I .-., GROUT ��uTEs BETWEEN (E) GROUT O "4"1111111 MI N ///:7/ / P 4 ... .. P47 -Amiv. . _r NW 'Zir-I 0 0 4 Li_ i.,: / OTE O \. ye. .. a w 3 y r; I. THE CONTRACTOR MUST VERIFY THAT THE (E) CMU BLOCK WALL (BEFORE CONSTRUCTION BEGINS) IS Q =..1 AT LEAST 8" THICK. .J ek PORTION OF (E) CMU I 1/2" / [ '1-1 N- -- PORTION OF (E) CMU 54,"x5" FACE PLATE 0I6"oc '`/ IIN / (6"x3" FACE PLATE ® �16"oc 2. WHEN THE CONTRACTOR IS REQUIRED BY THESE PLANS TO GROUT A VERTICAL COLUMN OF (E) CI Z CI O O WALL TO BE EA. WALL TO REMAIN VERTICALLY W/ 5/8"0 VERTICALLY W/ 2-5/8 1 HOLLOCELLS A FULL LENGTH #5 VERTICAL BAR CENTERED IN THE ALL SHALL BE PROVIDED. REMOVED ALL-THREAD RODS EPDXY I/4 \TMP W W ALL-THREAD RODS EPDXY INTO (E) WALL W/ SIMP. 2" / / / / / 3" INTO (E) WALL W/ SIMP. , * W Q SASE PLATE SET-XP (INSTALL PER MIN. SET-XP (INSTALL PER 3/16 I W U APMO ER-0265) V) W IAPMO ER-0265) H55 COL. PER PLANS CIE W a Q 4 DETAILII HS5 COL. PER PLANS D1 DETAIL • t� SCALE: I" - 11-0" Z SCALE: I" = I -O O _ Z sow 4� �. (N) HSS BEAM PER PLAN J �I Ill NOTE: 2" ,�6, b., 6., 4„ (4� JOINT 6,. 6" 2, 12„ Ch 4 r _� P _-- I. G.G. TO LOCATE ALL (E) WALL REINF. AND GROUTED .� / / / / -, / / / -, / . N • i 1-6 / 1/4 CELLS PRIOR TO STEEL FABRICATION 50 (N) ANCHORS Z r IIM ',4 NOT INTERFERE WITH (E) REINFORCEMENT _ a 6„ ; / I'-6" MAX. NOTE: ADD'L FRAMING IS NOT SHOWN FOR CLARITY CONTRACTOR TO VERIFY FLAT *4 DONELS ® 16" O.G. IN/ 4" EMBED INTO (E) 2x ARE POCKETED IN GMU WALL SLAB g MID-DEPTH IN/ SIMPSON SET XP AS SHOWN PRIOR TO DEMOING (N) CONT. *4 0 16" D.G. (1 MIN.) (E) LEDGER. CONTACT E.O.R. IF MID-DEPTH �� pTHE FLAT 2x MEMBERS ARE NOT ViBEARING ON THE CMU WALL FOR IMP III ,,, , ALTERNATIVE LEDGER DETAIL. (E) GONG. SLAB (E) GONG. SLAB (N) 4" 3000 psI CONC. SLAB4.4 I ► o (E) 4-FLAT 2x6 CONT. o• ' o 4" EMBED. I. , r � til/ ,,,i immJ — o 1 ��1, \_____ / \/ \/ \/ \/ \/ III I I I-81-111--1 /\\ N\/ \/ \i \/ ' �I� (E) SUBGRADE --'''''''''.. \\///\\ / I Hid II III III—III-/ W I s Lir (E) LEDGER W/ HORZ. CRACKING f -1 1 1—III—III-1 1 1 1 \/'\/\\*. 1 / \�\�\ 5%.. it40 TO BE REPLACED BY (N) DF#I LEDGER /\ \��/\�\�\�� -111= 11 K111- A >/\ ��i re�. >j \�\\ EMBED /\ \/�\/�\/�\/�\/111=11 II. I I—�\// \/�\� �� ��\`�\,�< LIKE FOR LIKE (MIN. 2x81. BUTT UP \\ \\ \\ \\ \\ \\ \ -----I I 1—\ ._ 1 1 1—III \\ \` \\ \\ \\ \\ \ o4 TIGHT TO (E) 2x FLAT FRAMING. ADD / / • (N) 5/8"ox55/a" EMBED FI554 R. 36 I ,\/�\/�\/�\/�\/�\/�\ v\►•\ \\��\\/�\\/�\\��\\/I\\//\\/�� (E) CMU WALL �i \ \ \ \ \ \ \ \ Pi !: (E) LEDGER BOLTS W/ SIMPSON SET-XP �\/` , � � � � / �\/ /,� �� ,j /�\//� /�\/�� /�< 4, EPDXY FOR AN EFFECTIVE BOLT , //, //, //, //, //, //, / , //, /v/1'\ //, //a//, //, //, ///„ 6 SPACING ERF O.G. (INSTALL PER Ce / 1 O UTILITY PIPING AS REO'D J 2 PER PLUMBING PLANS COMPACTED SUBGRADE (15% Q RELATIVE COMPACTION) Lu a. a_ 1 DETAIL SCALE: I" = 1'-0" 4 DETAIL IN SCALE: i" = I'-O" 0 CO W 5" INTO (E) SOLID GROUTED CELL. IF THE CMU 15 NOT GROUTED - N GROUT ALL CELLS BETWEEN THE FIRST VERTICAL SOLID GROUTED (N) CONDENSER UNIT tip • im COLUMN 0 THE EDGE OF THE OPENING FROM THE BOTTOM OF THE (N) 2x6 DF*2 @ 16" O.G. IN/ FM HANGERS 1 0 WALL TO THE FIRST HORIZONTAL GROUTED BOND BEAM ABOVE THE OPENING. EXTEND THE DOWELS 8" INTO THE (E) GROUTED CMU. USE (N)Y2" PLYWOOD SHEETING W/ 10d *5 DOWELS 0 16" O.G. Is THIS CONDITION (WHEN CELLS ADJACENT 61/12" EN/FN TO THE OPENING ARE NOT GROUTED). (N) RIPPED 4x5co Vir / LTTP4 CLIP 0 16" O.G. 0 a -I tW N (N) #4 DOWEL x8" EMBED / (E) INSULATION AS IT OCCURS O W 0/ (y . INTO (E) SOLID GROUTED a LL cs +� CMU 0 32" O.G. TO MATCH Cs1 Q. lei 3 i .'> vve v�Pv� <vw<4. v< f1 *1SZM ; „ i�gii<4s<i�; $� • Ci (N) HORZ. 4 VERTICAL BARS i�v,.♦��%`v , t%v v �v 4 4414W/ SIMPSON SET-XP EPDXY �` v<v4 �< <4 .INTO (E) MASONRY (MIN. 2CIz o0 I \ PER FACE) TYP. UNO to Q / \ 1 1 I T * law on �� NEW CMU BLOCK T T”I I I 4x6 FLAT W//2"4) LAGCl. _ EXISTING 501LD SCREWS 0 12" O.G. 4x4 DF*2 BELOW PLATFORM W a 4 � ___ _. _ �1.._. GROUTED CMU BLOCK BETWEEN TRUSSES SEE 3/- �— FOR END CONN. Q v) 0g Q _--0l- L I VERT 4 HORIZ. W/ L -I 4 r 0 SOILD GROUT N CD C° y Zit § 1 2CI) CONDENSER PLATFORM Q P SCALE: I" = I'-O" v —.ilm. 44■010 H1 (E) CMU STEM WALL W/ t.) ± SOLID GROUT OR FOOTING. (N) A55 0 16' O.G. IN/ #8x1/2" W.S. INTO V EPDXY (N) RE-BAR TO SHEATHING 4 IOd NAILS INTO (N) 4x TYP. Q / MATCH (N) VERTICAL BARS THE CONTRACTOR MUST VERIFY THAT THE 111 ABOVE IF HOLLOW CMU (E) SHT'G I/2" *5 WS DON'T PENETRATE THE TOP / CELLS ARE ENCOUNTERED SIDE OF THE SHEATHING GROUT SOLID. 1 � ---7 -- vii- * O 4 ii O ENGINEER OF RECORD i 'V\ 1 ' J 1 In I I SEE ARCHITECTURAL PLANS FOR IN-FILL WIDTH / MIIII NOTE: 0 A A I. IF WALL INFILL IS ONLY A PORTION OF (E) OPENING PROVIDE A VERT. BAR AT THE EDGE OF (N) OPENING N ki 1, ,J Pl CMU WALL INFILL 0 0 0 1/2"-1'-0r BRAD YOUNG & ASSOCIATES, INC. STRUCTURAL ENGINEERING 345 POLLASKY (E) TRUSS CLOVIS,CALIFORNIA 93612 0 (N) 4x4 BLOCKING BELOW CONDENSER PHONE:(559)323-9600 FAX:(559)323.9633 pit8" INTO (E) SOLID GROUTED CELL. IF THE CMU PLATFORM W/ A34 CLIPS EA. END 4 IS NOT GROUTED - GROUT ALL CELLS EA. SIDE TO (E) TOP CHORD BETWEEN THE FIRST VERTICAL SOLID .4: GROUTED COLUMN ® THE EDGE OF THE BYA JOB#19366 Vl . OPENING FROM THE BOTTOM OF THE WALL TO THE FIRST HORIZONTAL GROUTED BOND BEAM SEAL ABOVE THE OPENING. EXTEND THE DOWELS 5" ' INTO THE (E) GROUTED CMU. USE *5 DOWELS 0 7 I 16" O.G. 0 THIS CONDITION (WHEN CELLS �i ADJACENT TO THE OPENING ARE NOT DETAIL ���gD 1�� I1 • GROUTED). 3 ,� ►ai' ...�+ SCALE: I" = HO" 41 ��G7,, • i. *4 DOWEL 0 32" D.G. TO MATCH (N) r HORZ. 4 VERTICAL BARS W/ SIMPSON ��+N il I SET-XP EPDXY INTO (E) MASONRY (MIN. i � CD Z iic 2 PER FACE), TYP. UNO �. �il RAE 0. 1 EXPIRATION DATE: 6-30-20201 g ♦� a �� IDA SEE FOUNDATION PLAN ' is FOR CMU WALL INFO. � 4 : 4 ISSUE DATE DESCRIPTION i► i� #4 x 16" LONG DOWEL @ 32" O.G. TO MATCH (N) HORZ. 4 VERTICAL BARS la ► I P W/ SIMPSON SET-XP EPDXY INTO (E) CMU WALL (MIN. 2 PER SIDE) P ® r . �.UM. ter, r + (E) SLAB TO REMAIN ',♦` 4-13-20 PERMIT SUBMISSION 4 d (E) GMU STEM WALL W/ SOLID GROUT Q 4-3-20 90%SET a C z FOOTING TO REMAIN. EPDXY (N) REBAR TO d MATCH (N) VERTICAL BARS ABOVE IF HALLOW 3-20-20 PLANNING CMU CELLS ARE ENCOUNTERED GROUT SOLID PROJECT INFORMATION BLOCK 4° • '4 BYA JOB # 19366 4 ` DATE: 1/20/2020 I® DETAIL DRAWN BY: PE 1"=1'—p" CHECKED BY: CW MODEL DRAWING STANDARDS v20. 1 5 DETAIL. SHEET TITLE SCALE: I" = I'—O" FRAMING DETAILS SHEET NUMBER S4 . 2