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Plans (6) BU P2020 -00152 OWNER AND CONSULTANTS SHEET INDEXAi la. PROPERTY OWNER/MANAGER PROJECT OWNER CONSTRUCTION PROJECT MANAGER: DRAWINGS ISSUED NTN PACIFIC, LLC JP MORGAN CHASE BANK, N.A. CBRE _ 15005 NW CORNELL ROAD 24085 EL TORO RD.,FLOOR 2 CONTACT: TROY GALLAGHER o N N BEAVERTON,OR 97006 MAILSTOPI CA2 5116 PHONE (360)690-6732 , CONTACT: LILLIAN LOGAN LAGUNA HILLS,CA 92653 E-MAIL:troy.gallagher@cbre.com 1 C, ' o 1.11111 C H A 5 E 1 MO PHONE: CONTACT: JOE HERNANDEZ � E-MAIL: PHONE: (602)703 3816 I. GENERAL DRAWINGS �• • • � A0.0 COVER SHEET • ••I• ARCHITECT: STRUCTURAL ENGINEER: MECHANICAL!ELECTRICAL! PM DESIGN GROUP.INC CULLUMBER ENGINEERING AND PLUMBING ENGINEERS: A0.1.1 DEMOLITION&SITE PLAN . • • 3860 BROADWAY STREET.SUITE 110 DESIGN, INC ROBISON ENGINEERING A0.1.2 EGRESS PLAN&PROJECT DATA INFORMATION • •I• AMERICAN CANYON,CA 94503 6930 DESTINY DRIVE,STE 300 19401 40TH AVE W,SUITE 302 - i CONTACT: ARIANE SANDERS ROCKLIN,CA 95677 LYNWOOD,WA 98036 A0.2.1 • ACCESSIBILITY SHEET •/•I• I __. in PHONE: (707)655-4320 CONTACT: DAVID GORETOY CONTACT: SHANE McCLURE I. I•i. AI, A0.2.2 ' ACCESSIBILITY SHEET I E-MAIL:asanders@pmdginc.com PHONE: (916)251-9798 PHONE; (206)364-3343 i E-MAIL:dgoretoy@cullumbereng.com E-MAIL: A0.2.3 ACCESSIBILITY SHEET ilk • •, smciure@robisonengineenng.com I cts- : - - - CIVIL DRAWINGS J C C 001 ` COVER SHEET - • • • V TE \JANT IMPROVE \A E \ITS PLAT!SURVEY r• • • 0C 050 GENERAL NOTES AND AGENCY NOTES • • • •-" u. JURISDICTION CONTACTS c300 GRADINGLAN • • • 1.1P .C 400 SOIL EROSION AND SEDIMENT CONTROL PLAN •�• • 11686 SW PACIFIC HIGHWAli Lu PLANNING DEPARTMENT BUILDING DEPARTMENT C 700 DETAILS •I• •• - CITY OF TIGARD COMMUNITY PLANNING CITY OF TIGARD BUILDING DIVISION ;•'_ ' 1'I 1- 11 ADDRESS: 13125 SW HALL BLVD. ADDRESS: 13125 SW HALL BLVD. - f' ,4.,.04 TIGARD,OR 97223 TIGARD,OR 97223 ARCHITECTURAL DRAWINGS - JUN 16 2020 PHONE: (503)718-2421 PHONE: (503)718-2439 A0.3 EXISTING FLOOR PLANS • • •TIGARD , OR 97223 i �-t.. . CONTACT: ALBERT SHIELDS CONTACT: BUILDING PERMIT TECHNICIANS5 ! �� t �`?T, . E-MAIL: albert ti and or. ov E-MAIL: ti ardbuiIdin ermits ti and or, av A0.4 DEMOLITION PLAN •II•.• 4'ul- G r-. +1 fi'.D @ 9 g 9 gP @ 9 9I !�. i , WATER DEPARTMENT FIRE DEPARTMENT A0.5 DEMOLITION REFLECTED CEILING PLAN - 1-01.• ' TUALATIN VALLEY WATER DISTRICT TUALATIN VALLEY FIRE&RESCUE A0.6 DEMOLITION ROOF PLAN • •• 1. t - ADDRESS: 1850 SW 170TH AVE. ADDRESS: 11945 SW 70th AVENUE. A1.0 SLAB PLAN . • • PHONE: (503)848BEAVERTO oaOR 97003 PHONE: TIGAR(503)6D9 OR 97223 A1.1 FLOOR PLAN 1• El AS E 0','P #38200 P 3 5 8 2 4 3 CONTACT ENGINEERING DEPT CONTACT: TOM MOONEY-DEPUTY FIRE MARSHALL •'• • CO ._ li. ILI E-MAIL: engineering@tvwd.org E-MAIL: Thomas.mooney@tv#r.com A1.2 FINISH PLAN • • • in I- pm A1.3 FURNITURE AND EQUIPMENT PLAN ELECTRICITY ENGINEERING&PUBLIC WORKS - - - •,• • PORTLAND GENERAL ELECTRIC CITY OF TIGARD ENGINEERING/PUBLIC WORKS A1.4 REFLECTED CEILING PLAN • • • - ADDRESS: 121 SW SALMON ST. ADDRESS: 13125 SW HALL BLVD. ILI - PORTLAND,OR 97204 TIGARD,OR 97223 A1.5 ROOF PLAN • •• •• all. M PHONE: (503)323-6700 PHONE: (503)718-2440 A2.0 EXTERIOR ELEVATIONS WEST :J = Cl CONTACT: AMANDA CONTACT: KHOI LE A2.1 EXTERIOR ELEVATION EAST ••I• O N r. PHONE: (503)822-1077 E-MAIL: khoi@tigard-or.gov O • O 4V A2.2 ' EXTERIOR ELEVATIONS NORTH&SOUTH _ • • • 01 u.0 Q- GAS SEWER 11 NW NATURAL GAS CITY OF TIGARD PUBLIC WORKS/SITE DEVELOPMENT • A3.1 WALL TYPES • • • CO ADDRESS: 220 NW 2nd AVE. 97009 ADDRESS 13125 SW HALL BLVD. A3,2.1 DOOR SCHEDULE. DOOR AND WINDOW TYPES AND DETAILS 1• • • PORTLAND, V TIGARD,OR 97223 Q < O APPREVIATIONS RESPONSIBILITY MATRIX - OVERALL LOCATION MAP PHONE: (800)422-4012 PHONE: (503)718-2699 A3.2.2 VENDOR LIST AND DOOR HARDWARE SCHEDULE • •'• CONTACT: ROB MURCHISON d. A3.3.1 INTERIOR FINISH&FINISH MATERIAL SCHEDULE • • • 4t W rg - - Portlandhy�a E-MAIL: room@tigard-or.gov 0 FURNISHED! FURNISHEDI I FURNISHED BY COORDINATED " ``, .�aa�amcs 4....,..„,-A. A3.3.2 FURNITURE&OFFICE EQUIPMENT SCHEDULE • • • _ GENERAL ABBREVIATIONS OPP OPPOSITE INSTALLED BY INSTALLED BY OWNER/ BY GENERAL �,,,,,,, ., n �/ PF PRE-FABRICATED OWNERS GENERAL INSTALLED BY CONTRACTOR = @ A3.3.3 BANK,AUDIO&MISCELLANEOUS EQUIPMENT SCHEDULE A ANNEALED PSF POUNDS PER SQUARE FOOT EQUIPMENT CONTRACTOR GENERAL (GC) I 1 e900 c ,,,:I_Y..>;I�' • • • a Q ARecera Call Halve ,..,.. ., ] 8 AC AIR CONDITIONING PT PRESSURE TREATED CONTRACTOR (GC) CONTRACTOR Q A5.1.1 ENLARGED RESTROOM PLANS AND ELEVATIONS •I.1• Q 0 ACM ALUMINUM COMPOSITE MATERIAL PTD PAINTED (GC) I 9'1,7,7,"' 3yNa A5.1.2 INTERIOR ELEVATIONS RIRF'gRT ©U„hi 81sFncY ! �+ 6 ACT ACOUSTIC CEILING TILE QT QUARRY TILE MONUMENT/PYLON SIGN • YES "F 1 l' g """ °© 9 G, �r BUILDING AND SITE DATA •_- - - • • •I •0 F- r i A5.1.3 INTERIOR ELEVATIONS • • •AFF ABOVE FINISH FLOOR R RADIUS • : SW MON Uw Ivarm Almncdn srR hem.n 3. , I -- IIIM Z AHU AIR HANDLING UNIT REBAR REINFORCING BAR EXTERIOR BUILDING SIGNAGE(SEE NOTE 4) • YESH=r' MOWS) $ _. AL ALUMINUM REF REFERENCE fi I Q� "S.z 9 °°w ;'. ,�eS,, ndK.Q i A5.1.4 INTERIOR ELEVATIONS , LLI A 4 r • ti;., Hr,� JURISDICTION: CITY OF TIGARD,OR • • •� _ . D ATM-WALK-UPI DRIVE-UP SEE NOTE 3 • ` YES I ' ' ASPH ASPHALT READ. REQUIRED ) �t 0 A5.2.1 INTERIOR DETAILS S,nerr Faodservce •eco Sr;r;rts 1'igord Now BMS BUILDING ENERGY MANAGEMENT SYSTEM RO ROUGH OPENING "ecRa�sPS�as © • -.. CI) Z • • • -:� r NIGHT DEPOSITORY/PACKAGE RECEIVER • YES I 9 R,tkw RAie „�, „� ASSESSORS PARCEL NUMBER: 1 S136CD01700 <= '� CJ CONTROL JOINT SB SPLASHBLOCK _ .. 1 0 p,d,,,hQ,e.,r A5.2.2 INTERIOR DETAILS . • • CLNG CEILING SIM SIMILAR I , CASH VAULTS&SAFE DEPOSIT CHESTS • YES .O ' ZONE: C-G(GENERAL COMMERCIAL) A5.3.1 MILLWORK DETAILS ig Im CMU CONCRETE MASONRY UNIT SPEC SPECIFICATION - nu„ar, a "T� 9 10.•_ •_ MERCHANT AND TELLER LINE COUNTERS YES �a 9 rI a, � °'� '9"° PARKING REQUIRED:2.5 SPACES/1000 SF GROSS FLOOR AREA.2.5X11,290!1000 SF=28 SPACES. 1 • •.• I CA 1 IRO SOWCOL COLUMN SS STAINLESS STEEL • A5.4.1 CEILING DETAILS CONC CONCRETE STL STEEL TELLER CASH DISPENSERS • YES "°`' PARKING PROVIDED:27 STANDARD SPACES AND 2 ACCESSIBLE SPACES-TOTAL 29 SPACES `_ CONT CONTINUOUS STOR STORAGE - - - UNDER COUNTER BANK EQUIPMENT • YES h c y.. - -' i . 0 CPT CARPET SUSP SUSPENDED • - SITE AREA:33,977 SF(.78 AC) STRUCTURAL DRAWINGS CT CERAMIC TILE T TEMPERED WnCOF FIs SYSTEMS WALL PARTITIONS • YES 0 CL CENTERLINE TYP TYPICAL • * ASO) 1 0 ~ BUILDING AREA:EXISTING 2-STORY BUILDfNG 11,290 S.F. SN1 STRUCTURAL NOTES&SPECIFICATIONS .1• -DBL DOUBLE UNO UNLESS NOTED OTHERWISE FURNITURE YES DF DRINKING FOUNTAIN VCT VINYL COMPOSITION TILE ,� �`" y • 51.0 FOUNDATION PLAN I• • • PLASMA TVs(WHEN SHOWN) • YES CHASE TENANT IMPROVEMENT AREA/CONSTRUCTION AREA:3,560 SF -- DIA DIAMETER VERT VERTICAL -• S2.0 MAIN FLOOR ANCHORAGE PLAN I EMPLOYEE LOCKERS • YES L. r'"`"""'Q � ARCHITECT/ ENGINEER OF RECORD DIM DIMENSION WD WOOD Food gams CONSTRUCTION TYPE: TYPE V B; NON-SPRINKLERED I DN DOWN WP WATERPROOF - - MCR I S3.0 CEILING ATTACHMENT PLAN • • • DS DOWNSPOUT WWF WELDED WIRE FABRIC TELECOMMUNICATIONS • YES TENANT OCCUPANCY CLASSIFICATION: SD1 STRUCTURAL DETAILS • • KEN McCRACKEN, I EA EACH 1 ivYiusVane F-w PREVIOUS:RETAIL 1 ARCHITECT DATA PROCESSING • YES arra�c,vFaa, EJ EXPANSION JOINT - - - a 9 PROPOSED:B-BUSINESS OCCUPANCY ELEC ELECTRICAL SECURITY SYSTEM(SEE NOTE 5) I REFER TO SECURITY DRAWINGS FOR RESPONSIBILITIES -- -w f 1rC1 JrF •Program Manartement•pe mitring Sxrrroal�Nnna rnxrs. MECHANICAL DRAWINGS - 6930 DESTINY DRIVE, #100 j ELEV ELEVATION REFER TO SHEET A0.1.2 FOR MORE DATA INFORMATION. T ---r EQ EQUAL CHASE ABBREVIATIONS i COPY MACHINE • YES - - - - - W.0 LEGEND,NOTES,SCHEDULES,DWG INDEX • • • ROCKLIN, CA 95677 EXIST EXISTING INTERIOR BLDG.SIGNAGE(SEE NOTE 4) • YES REFERENCE CODES: Contact:ARIANE SANDERS >.FD FLOOR DRAIN ABCM ASSISTANT BANKING CENTER MANAGER ' - - M0.1 MECHANICAL DETAILS • •I• 707.655-4320 a FE FIRE EXTINGUISHER AHD AFTER-HOUR DEPOSITORY TEMPORARY CONSTRUCTION SIGN • YES 2019 OREGON STRUCTURAL SPECIALTY CODE -- - • 2019 OREGON MECHANICAL SPECIALTY CODE M2.0 MECHANICAL CONTROL PLAN • • • ASANDERS@PMDGINC.COM 0 FEC FIRE EXTINGUISHER CABINET ATM,eATM AUTOMATED TELLER MACHINE TOILET ROOM ACCESSORIES(SIGNS SEE NOTE 4) • YES V FF FINISH FLOOR BCM BANKING CENTER MANAGER - .-- •- 2017 OREGON PLUMBING SPECIALTY CODE • M2.1 MECHANICAL FLOOR PLAN ie.. FR FIRE RATED BRG BULLET-RESISTANT GLASS MOTORIZED&MANUAL SHADES • YES 2017 OREGON ELECTRICAL SPECIALTY CODE M2.2 MECHANICAL ROOF PLAN • • • 0 FRP FIBERGLASS REINFORCED PLASTIC CAT CUSTOMER ACCESS TABLE I- I CARPET TILE&RESILIENT FLOORING • YES 2019 OREGON FIRE CODE M3.0 ENERGY CODE COMPLIANCE I•• • • IT ,� GALV GALVANIZED CMS CASUAL MEETING SPACE _.. _ _ _ - ._ _ �_ _ GYP BD GYPSUM BOARD CPC CHASE PRIVATE CLIENT I, VESTIBULE FLOOR GRATING • YES 2019 OREGON ZERO ENERGY READY COMMERCIAL CODE HC HANDICAP CR CASH RECYCLER CITY OF TIGARD MUNICIPAL CODE PORCELAIN TILE FLOORING • YES - ten H.D.GALV. HOT-DIP GALVANIZED(STEEL) DAB DIGITAL ADVISE BAR -. - �_ PLUMBING DRAWINGS �y Thesedaw ngs and specifics#orsare tha confidential and proprietpry ou property HDW HARDWARE DRC DESIGN REVIEW CALL WOOD FLOORING(SEE NOTE 7) ! • YES SCOPE OF WORK 1 pf h Morgan chase and shah not be copied or reproduced on this w specific aulhonzation. The contract documents were prepared for use on this specific HM HOLLOW METAL DU, DIU DRIVE-UP NORTH P0.0 LEGEND,NOTES,SCHEDULES,DWG INDEX • • site in conjunction with its issue date and are not suitable for use on a different PROPOSED TENANT IMPROVEMENTS FOR CHASE BANK CONSTRUCTION INCLUDES THE FOLLOWING: r • site or at a later time. Use of these drawings for reference or example on HT HEIGHT EBDU EXPRESS BANKING DRIVE-UP MILLWORK(SEE NOTE 2) . YES INTERIOR PARTITIONS FOR OFFICES AND TOILET ROOMS;ALL INTERIOR FINISHES,FURNITURE,CASEWORK AND •I••' another project requires the services of properly sensed architects and - - - P0.1 PLUMBING DETAILS • ; - -- - -- - -- - • engineers. Reproduction of the contract documents for reuse on another HVAC HEATING,VENTILATION,AIR CONDITIONING HUB HOLD-UP BUTTON n project is not authorized. I PAINTING&WALL COVERING • YES EQUIPMENT. INSUL INSULATION IWS INDIVIDUAL WORK SPACE - -- P2.1 PLUMBING SUPPLY FLOOR PLAN i % /� I: I I • SITE PLAN DEMOLITION NOTES D-1 REMOVE PORTION OF EXISTING CONCRETE CURB r D 2 REMOVE PORTION OF EXISTING ASPHALT PAVEMENT FOR NEW f r ACCESSIBLE PARKING STALLS. r D-3 REMOVE PORTION OF EXISTING CONCRETE WALKWAY FOR NEW ENTRY DOORS. 11111 _ l 1 _ -- D-4 REMOVE EXISTING CONCRETE WHEEL STOP. l R D. 11111 S \ l D ART \ < _ _ _ - � - - -- - I� ,•. .- �,, I �_ • -"Ir' — ' 1!:.:':':''®' 1[---- i - -i . . . \\\ • . 1---: c . . . / f PREVIOUS HOME ;-: ` y • EL / to�!- - r7 THEATER STORE I : V TCe LLJ / q COVERED ROOF .,.Sr - L1 ' .t4 � _ _' (E)GARAGE BAY C �_ �► ". . 1 ., - = = ::i__0---,-- r , - �.- o G) ADJACENT SHOPPING STORE / � I I D 3 \ (BAJA FRESH MEXICAN GRILL) C'7 ADJACENT SHOPPING STORE I Q-/ : O � ��-- ;r��- , . 1 rn / 7 I (BABIES'R US STORE) c:. (E)GARAGE BAY t i I J-t i 1 ' I L i I�` v III ow% 9 'N N _ LIU ./ c,/ Al O D5 t �� 5� I� ill .37 -_-_4. \ co Mil im / / (E)GARAGE BAY E ]I: r ( I !± \\ L � / a --:-::4'!,,,,,,,,, i i / ' 31:;'- ‘2'..Th D-2 D-1 O IL 111 /./i/ � „.,_,_,,..f ilk \ U)-s -:*:-:-t-, �r0 � _ �- \ a o a 0 * -_--/:- .-'-' ---...- -. -Aiit•-••.„: . \ CO Ci - j-t., -Q.7 k S / • . OP.-. -.-.-0.-/)--.-- - 'c-4:9-7- '-.-- '--,-,-,-,-,--- -' - - - , - - . - - - -- -V-,:-, ,-,-,-'-.-.4 - - 6 ' • ' ' ' * ' * 4.- ........... ....4.-. . . . . . . . . . . . . . . . . . . . - _-_,v--, -L-- .'. -- -- . ..,....-.----'---- -- ,_.,,, - . . - - -,; . , d). . . . . . . . „.,__,.. 3 ._,..../ ,., _, .4_,;. ,. lii , „ „ , ,----1 , -.-.-_-_ - ....-.-. ,-..,--• I el Z 0 Icit. 0 - „ii-, , ,-' ' - - _ . _ _ _ =---‘.. __ __- . " .._. _. .-.-1,. ...,.„,,.. „...„ __ . • . • ...__., .-- . . . . . . , . _ - r . ea= . - Itiml ,.. ....4.. — — S22a48'26"E 302.57' N. • W w 2 / / tWaya 'V it\/ I •osci; IL I o — z ADJACENT SHOPPING STORE - ® la J (PIZZA CABOOSE STORE) I Q • Z MAIRESS SA a I. IP DEP°� ICili 111) _ /% - N 1 SITE DEMOLITION PLAN J�� A0.1 .1 1" , 20r-0" 1\„.......j ARCHITECT/ ENGINEER OF RECORD KEN McCRACKEN, ARCHITECT Architecture•Program Mancgement•Permitting r-- SITE PLAN NOTES 6930 DESTINY DRIVE, #100 \ _ . r r • ---A\ ROCKLIN, CA 95677 ` A-1 EXISTING PROPERTY LINE. Contact:ARIANE SANDERS 707.655.4320 ��- ASANDERSFMDGINC.COM I A-2 EXISTING TRANSFORMER. A-3 EXISTING LANDSCAPE AND IRRIGATION SYSTEM. A-4 EXISTING SITE LIGHT AND POLE. I I r A-5 EXISTING TRASH ENCLOSURE. r These drawings and specit'icaiions are the confidenttal and proprietary property al JP Morgan Chase and shall not be copor zdreproduced without written authorization. The contract documents were prepared for use on this specific - -- A-6 EXISTING PUBLIC SIDEWALK. site in conjunction with its issue date and are not suitable for use on a different . r site or at a later time. Use of these drawings for reference or example on — f another project requires the services of properly tcensed architects and __ J engineers. Reproduction of the contract documents for reuse on another 1 A-7 EXISTING SIDEWALK. project anot autho zed. S W n n QMU A-8 EXISTING EASEMENT. SEAL 1 - - - • , — — A-9 EXISTING UTILITY POLE. ��D n D� —�=F: — — • A A-66 1 �N -r---T . . : j _ : A-10 EXISTING CONCRETE CURB. �� KENNETH Al I - .moi _ I ----7 I "� 7 - CP A-11 EXISTING GAS METER. • �� r� - I �I t � 1�- AM S, WA _�� s — \ License#5599 - . I - I. A-3 A-12 EXISTING STAIRS. �-13 �r �� I A6• ,,,,,#"°. �� ` A-13 EXISTING ASPHALT PAVEMENT. OF � A 10 CHASE : ��► I' 3,rJ�0 S.F. A-14 EXISTING BIKE RACK ON CONCRETE PAD. 04/20/20 / <_,;:;:: t? ,��� A-4 I A-15 EXISTING PARKING STALL STRIPING. KJM/2584 A-16 EXISTING CONCRETE WHEEL STOP. 1 A-14 '`t '- ' A-13 l'' - - - y A-19 A-24 104111 I 4ISSUE DATE DESCRIPTION ' Q : 3 _ L A-17 EXISTING BUS STOP. ' .1 " _ A 3 A-15 L '..1...! i- o G7 I ADJACENT SHOPPING STORE Al A18 / �tia? —' •—' —'a'� 2 • (BAJA FRESH MEXICAN GRILL) A-18 NEW CURB RAMP, SEE CIVIL DRAWINGS.SEE A01.2 ADA SHEETS ADJACENT SHOPPING STORE / Q/ - -- : -1,1 _ ■ -- -y-■ _ =.�:`--. I A (BABIES'R US STORE) v- o 'r���'• E , l r l c ' Ir ,��.; A20 _ :- L N I A-19 NEW CONCRETE SIDEWALK AT PEDESTRIAN PATHWAY AND ' ,01 � a . ENTRY DOORS, SEE CIVIL DRAWINGS. (;•,-- I A-16 -/ fig :.;=.;" - -L / C.,/ I a i A-20 NEW CONCRETE CURB, SEE CIVIL DRAWINGS. / / / A5 O [ q-21 ` �� NEW 9'X18'ACCESSIBLE PARKING STALL WITH ACCESS A / q •;.- '`,. ` ` " A 10 I A-21 AISLE, SEE 3/A0.2 AND ADA SHEET A0.1.2, CHAPTER 5. 6/8/20 Planning comments r' k : _ A 6/2/20 Proto 20.2 Updates I „ ,, i .; M " ' Il A-12 • A-22 INTERNATIONAL SYMBOL OF ACCESSIBILITY. cg , Q s'� A 22 \ 4/30/20 Issued for Bid �' . A-3 / ,; ')'e A-10 A-3 A-10 A-11 I A-3 __- ACCESSIBLE PARKING STALL SIGNAGE BY SIGNAGE 4/20/20 Submittal Set / `' �' A-13 A 13 I A-23 VENDOR, VERIFY - REFER TO CHAPTERS 5 &7, SHEET A0.1,2. • 4/10/20 80% Review Set // Z` A_10 A-3 • A8 I : q 17 ACCESSIBLE PATH OF TRAVEL (POT) FROM PUBLIC RIGHT OF PROJECT INFORMATION BLOCK F - A-9 j WAY ALONG SW PACIFIC HIGHWAY AND ACCESSIBLE � � —— _ li JOB # JPM19015.D . " :" �� - - _ ]Z - Y W"Y . 4" , Og A 16 I yf _ .i� A-24 PARKING STALLS TO THE ACCESSIBLE ENTRANCE. POT ISA DATE: 2/25/2020 / a .-` _ .+_ "+" '- W . : i e :G". �' © 1 MIN. OF 4 FEET WIDE WITH A MAX. SLOPE OF 5%AND CROSS SLOPE OF 2%. DRAWN BY: PM _ _ �' i ' I 11 CHECKED BY: AS J J = -�` — A-9 / S S22°48'26"E 302.57' \ A-1 \ SITE LEGEND MODEL / m DRAWING STANDARDS v20.2 // ,rn I - - EXISTING PROPERTY LINE SHEET TITLE Ili ADJACENT SHOPPING STORE ® \ _- V EXISTING LANDSCAPE TO REMAIN - . . DEMOLITION & (PIZZA CABOOSE STORE) \ . .. SITE PLAN [[ MAIRESs NEW CONCRETE SIDEWALK \��EpO1. USP' SHEET NUMBER A N 2 SITE PLANAO • 1 • 1 A0.1 .1 1„ = 20'-0" SITE PLAN KEYNOTES A-1 (E)BIKE RACKS. A-2 PUBLIC SIDEWALK il A-3 MAIN ENTRANCE LIU A-2 A-4 PROPERTY LINE A-5 TACTILE EXIT SIGN PER CHAPTER 7 SHEET A0.2.1 AND A0.2.2. A-6 ENTRY ADA SIGN PER CHAPTER 7 SHEET A0.2.9 AND A0.2.2Ull S W DARTMOUTH RD . , , _ _ _ ____ _ — A-7 ACCESSIBLE STALL SIGNAGE PER CHAPTER 7 SHEET A0.2.1 AND A0.2.2 _ _ _ . - - r� A-8 ELECTRICAL MAIN SERVICE IN BASEMENT.SEE ELECTRICAL DRAWINGS. _--- __ r — ■ A-4 A-9 1 HR-RATED DEMISING WALL.SEE FLOOR PLAN AND WALL TYPES. A-10 FIRE EXTINGUISHER FOR EVERY 75 FEET TRAVEL DISTANCE AND MIN.SIZE OF 2 A:10 BC IN ACCORDANCE WITH CFC 906.3 — --- — — _ ACCESSIBLE PATH OF TRAVEL(POT)FROM PUBLIC RIGHT OF WAY ALONG SW - _ • A-11- PACIFIC HIGHWAY AND ACCESSIBLE PARKING STALLS TO THE ACCESSIBLE ENTRANCE. POT ISA MIN.OF 4 FEET WIDE WITH A MAX.SLOPE OF 5% AND CROSS SLOPE OF 2%. �~ -w- W W ACCESSIBLE STALLS AND CURB RAMP. MAX.SLOPE AT STALL AND AISLE TO BE Q • -- - su ommillillal illA-12 2%IN ANY DIRECTIONS. SEE CIVIL DRAWINGS. Q - - LU (1), a_ all . , us �„ ~ W V I – — — _ — i— —50.X19 MX"— 1p �� — _ I I i \ „, um 'IRO Iaaaalilininill .v ✓ N �� u \'✓ E (� 54X19 I I /� `C�+ _� _ _ I I 54X19 Ili: 111113 CI as itl ■� - _ ---N. Nk lin PCS l I PCS 6 --- �,nu ma ��,�� ontrit w �, �1- - - . - - — — .1/ . 'v PCS I 1 PCS N W ..i,t cyt,„ ,...„ 11 D n 1 ,____, ,,,,,„ b____411 f,,,,._.,,,, 0CJ4ii::. ,_,L,,_ ___,_ , ./.-„,-,..,(1,, ° — — r� 1`'I I SOLUTION #3- 75" I r� it, 6- I —Y .v -,b c:do ,.4: (et � 010/ —r I 1 -rit - - �I� - - Vri ,�1 1 �! ,, v ii3 Ii I + I I 1 N I d I 1 I I a' ,v v ' ° p �F�'ESTRA #1 LOUNG� __ I °_ UA _ - C) CODE DATA: (2019 OSSC) M L L J- I� � I— pRETRM# S I -14fir- r I - 1 TA - - \J � W\ M n• ILI \— 1-p== =_ —-.-\; 4,-/-1 AI 1 1-----1-1 `C 1 IIS i F - - 1114=1:: r M � ra I / I I I I , I i t II 6141411\ O Q _ - y ",� _- III I - - �� I � USE AND OCCUPANCY CLASSIFICATION(CHAPTER 3) \ L—— I -- I --J / •il\ 1 t I \ i1 1i r Il , N::')\---\,i'}--:\v N I \ " se'"f""""'yiii1 I \ i - - I iiii ti �� �ti O IIII 1 + -"/ 4\; _,W /� BUILDING: CHASE: B BUSINESS (SECTION 304.1) O0 a 0_ P/ ;?�-� 1 � — - — — ♦ � JI� ��Jrr �� � � ,� BOOTH 411 r �✓ „ .,� 0.....e. N,i\ �. ' - - / � / /J.J/J. J.J/,,,,,,,/ r.,JJJJ.../J/./J/JJ ` ` 1 ` ' ' r _ 1 \Wsr _ ���/ L��dl a1 �iiiaiv --- � - - P"" � 5� 111 1 ,_ , I � f ` � O �_ n I iI- — --- _I_ I I 1 1 1 r-7— • i ■ t N� 111LIVINGCC) i 1TYPE OF CONSTRUCTION (SECTION 602) CO I 1 1 IHALLWAYI2 I I fHALLW�4Y 1 \ ti c ROOM 1 W \ J /� V 1 — 1 1 J I 1 1 I ®I ♦ �/�`-10 T Ai�/EL DISTANCE C y' \� + ti + 1 ` I. 37, 0: 2 I I I IJ _ LL _ Ii I `-J ---J I \, t �, } L__`�' / 1 v _, NON-SPRINKLERED BUILDING 1It Ligl 0 L--I J I I \ `/ 1 4111 I f "1. . - BOOTH 311 ,— , 1 1 F---1 -1 M-0 I I II ♦I �- -- \ 11 I ''1�1'•' BUILDING HEIGHT& AREA(CHAPTER 5� W Q a __ -, r r / i' r 4 \ I —+= — _+ 1 1 - q, :\:\,1 A4 ALLOWABLE BUILDING. HEIGHT (TABLE 504.3=40'-0"): 40'-0", TWO STORIES > •Ca 0 O T BUILDING HEIGHT: 25--9", errs CI y - I ACTUAL BU DI G Gz L-- l 1 -- r: r - ► `,�� ':' 1 STORY (EXISTING] A-9 , ,,,, , I I I. �'I Iii;. l 1 ti` % 04J ii i L �' rel I I �. t r - w — L _ LI l ' I I ♦ �+ Z r F i r' i }i"+L` I \ ' n 1 r - 11 v `✓ ALLOWABLE BUILDING AREA(TABLE 506.2 &SECTION 506) rr Lrr; I /_,i I,, 1 ` I Qr°,41',01, I 1 A2 WCASH MANUAL °s: L ]' I ALLOWABLE SQUARE FOOTAGE:9,000 SQ.FT.SINGLE STORY 4 r I: �. L 's D N,q r I I O I I NON-SPRINKLERED C •• I ROOM I` � TRANS. '�T i / ♦ IVT � i iN/**., v[ � \ �GON.q/'7 r aiw`spgCc1a10 ACTUAL BUILDING AREA: 11,290 SF FM.1 rr sr,- 1 1 T [u:' \ il 17 - 2" i 1 r�"�t TENANT IMPROVEMENT AREA: 3,560 SFI V) 0,.. I J a\i ii ;Ji ---- J 11___,_Li --IL - I - - I OCCUPANT LOAD(TABLE 1004.5): 0 1 I I � � I 11 r! , 1 111 ��� \ ♦ i -N ,� H q� A 10 `..i.■ ' �o.+ I 1I r0/ NT11 �/I- 1 L- ' • 1 I I --_- PRINT ROOM °+♦' 42i96 INTERIOR FINISHES(CHAPTER 8 AND TABLE 803.13): _ \ II I I A-5 I I I /�?I ,'' " ^_ �� _` 1 :. W EXIT PASSAGEWAYS-CLASS A ARCHITECT/ ENGINEER OF RECORD ENTRANCE #2 I ®II I �� I i f'" CCS 1 I' '�� iiv) I1 Al CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND EXIT KEN McCRACKEN, 1 N'T �__ 48X19 ��V' �J 1 DOOR 2-A �.,11 I r. 1 I ARCHITECT L — • J 1 ACCESS RAMPS -CLASS B ` OCCS: 1 I i s,, I I o - - - �' I I —�� �— — — ROOMS AND ENCLOSED SPACES- CLASS C Architecture•113 ram Manaaernent•Pernhtiir ; • READ: 0.2" `. A-3 1 A� „� — 113g '; /� \� 1 I I I I ( 1, - ,, - INTERIOR FLOOR FINISHES-CLASS II 6930 DESTINY DRIVE, #100 1 PRVD: 64" _1=4:T/ -- r g ROCKLIN, CA 95677 11- • I I { 0 Contact:ARIANESANDERS I I. I I 1I I I 11- I I I z MINIMUM EGRESS SIZING (SECTION 1005.3, SECTION 1006.2.1 AND SECTION 707.655.4320 •• I–• -- --�L i 10 —� L J 1--T-�` � —� 1006.3 2(2)TRAVEL DISTANCE FOR ONE EXIT);to / ASANDERS@PMDGINC.COM ` iL I ® K ` � -. '-------' 1 DOORWAYS: .2" * 24 OCC. = 4.8" REQUIRED (32"MIN. PER 1010.1.1) —II\ I I • / I A.5 —I — —\ A 11 PROVIDED: 64" II : 1 I 1 1 _I I • in • W NUMBER OF EXITS(SECTION 1006 AND TABLE 1006.2.1): • ]� , i �_ –\--j REQUIRED- 1 EXIT (OL<=49) These drawi sands ficaiionsarethewnrideniialpndproprietary L I l ,L % L ng Per cito property I I I I I I / - L f of JP Mcrgan Chase and shall not bent copied or reproduced without written �� PROVIDED - 1 EXIT authorization. The contract documents were prepared is use on This specific / \ - W ^ site in conjunction with its issue dare and are not suitable for use on a d"rfierent p '�' \(1✓ site a at a lacer time, Use of these drawings for reference or example on I I I I W \l/ another project requires the services of properly Rcensed architects and engineers. Reproduction of the contract documents for reuse on another A-7 ENTRANCE # 1 f- I, EXIT ACCESS TRAVEL DISTANCE(TABLE 1017.2) 200'-0" MAXIMUM project isnot boutauthorized. v + \l/ `+ + + `+ O �' ' ACTUAL: 76' 10" OOOS: 23 .v .r .r, Olif SEAL READ: 4.6" `j' L I/ ,I'� ,I' W `1' PLUMBING FIXTURES: A-12 PRVD: 64" �' OCCUPANTS PER OSSC CHAPTER 29 TABLE 2902.1: ��ED AI? o 3,560 SF (GROUP B-OFFICE) / 150 SF= 24 OCCUPANTS (12.5 MEN & 12.5 /�� A-11 j/ ff;./ a' j I W v WOMEN) KENNETH J. ��� >� 144C00 w v v v ,y� - MC RACKS FIXTURES REQUIRED PER 2902.2 EXCEPTION (4) OSSC CHAPTER 29: IN 611 61 ' `I W W BUSINESS OCCUPANCIES WITH A TOTAL OCUPANT LOAD OF 50 OR LESS i ONE TOILET FACILITY, DESIGNED FOR USE BY NO MORE THAN ONE PERSON ' AM S, WA W u ATA TIME, SHALL BE PERMITTED FOR USE BY BOTH SEXES. ti-)4/ license»ss99 �� FIXTURES REQUIRED: / OF 'V ' W 'V 'V w ' I11 (2) WATER CLOSET, (1) LAVATORY 1 \ (. r 04/20/20 FIXTURES PROVIDED: ,I' ,V ,l' W 'V 'V -' v 'V w v KJM/2584 --- " (2) WATER CLOSET, (2) LAVATORY II 9'-0" 8'-0" 9'-6" v' v y .fr w 9'.0"MIN.CLR. v ,v .v w-' .V \V U \L w i I ISSUE DATE DESCRIPTION ■ A 6/8/20 Planning comments • /I\ 6/2/20 Proto 20.2 Updates 4/30/20 Issued for Bid 4/20/20 Submittal Set LEGEND 4/10/20 80% Review Set PROJECT INFORMATION BLOCK JOB # JPM19015.0 ® INTERNALLY ILLUMINATED EXIT SIGN DATE: 2/25/2020 DRAWN BY: PM 1 r FIRE EXTINGUISHER CABINET. (MIN. SIZE 2-A:10-BC CFC/906) CHECKED BY: AS 50'-0"TD MODEL —E - -<- — EGRESS PATH DRAWING STANDARDS v20.2 SHEET TITLE EGRESS PLAN & PROJECT DATA INFORMATION SHEET NUMBER (i \ EGRESS PLAN .2 3/16" = 1'-0" AO • 1 • 2 1 308.3.2 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 be required to comply 1. The top of washing machines and clothes dryers shall be permitted to be 36 inches (915 mm) maximum above the finish floor. I I with 404.2.10. 201 0 ADA Standards f 1\ccess b I e Design 2. Operable parts of fuel dispensers shall be permitted to be 54 inches (1370 mm) maximum measured from the surface of the I o 1 4. Existing doors and gates without smooth surfaces within 10 inches(255 mm)of the finish floor or ground shall not be required vehicular way where fuel dispensers are installed on existing curbs. I 42 i I • I I to provide smooth surfaces complying with 404.2.10 provided that if added kick plates are installed, cavities created by such kick for Public Accommodations and Commercial Facilities: Title III - , o 22 60 \ plates are capped1.1 CHAPTER 3: BUILDING BLOCKS 306.2.4 Additional Clearance. Space extending greater than 6 inches (150 mm) beyond the available knee clearance at 9 inchesi (e) - - - v.zt 404.2.11 Vision Lights. Doors, gates, and side lights adjacent to doors or gates, containing one or more glazing panels that permit ..1 (230 mm) above the finish floor or ground shall not be considered toe clearance. 309 Operable Parts viewing through the panels shall have the bottom of at least one glazed panel located 43 inches(1090 mm) maximum above the 301 General 309.1 General. Operable parts shall comply with 309. hinge approach,pull side finish floor. 301.1 Scope. The provisions of Chapter 3 shall apply where required by Chapter 2 or where referenced by a requirement in 306.2.5 Width. Toe clearance shall be 30 inches (760 mm) wide minimum, I %1 EXCEPTION: Vision lights with the lowest part more than 66 inches(1675 mm)from the finish floor or ground shall not be required this document. 309.2 Clear Floor Space. A clear floor or ground space complying with 305 shall be provided. I I to comply with 404.2.11. ff ff o I 22 min I (f) III 302 Floor or Ground Surfaces g Operablepartsplacedrangesspecifiedhinge approach,push side 306.3 Knee Clearance. 309.3 Height. shall be within one or more of the reach in 308. f I 56° g 404.3 Automatic and Power-Assisted Doors and Gates. Automatic doors and automatic gates shall comply with 404.3. 302.1 General. Floor and ground surfaces shall be stable, firm, and slip resistant and shall comply with 302. 306.3.1 General. Space under an element between 9 inches (230 mm) r - - r <- 'T"--"� Full-powered automatic doors shall comply with ANSIiBHMA A156.10 (incorporated by reference, see "Referenced Standards" in EXCEPTIONS: and 27 inches (685 mm)above the finish floor or ground shall be 9 1309.4 Operation. Operable parts shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the - I I Chapter 1). Low-energy and power-assisted doors shall comply with ANSI/BHMA A156.19 (1997 or 2002 edition) (incorporated byin considered knee clearance and shall comply with 306.3. r 230 I wrist. The force required to activate operable parts shall be 5 pounds (22.2 N) maximum. I 24 min I .E o reference, see "Referenced Standards" in Chapter 1). 1. Within animal containment areas, floor and ground surfaces shall not be required to be stable, firm, and slip resistant. P Y a 2. Areas of sport activity shall not be required to comply with 302. L - - - `"' EXCEPTION: Gas pump nozzles shall not be required to provide operable parts that have an activating force of 5 pounds (22.2 N) i / file 306.3.2 Maximum Depth. Knee clearance shall extend 25 inches (635 maximum. 404.3.1 Clear Width. Doorways shall provide a clear opening of 32 inches (815 mm) minimum in power-on and power-off mode. mm) maximum under an element at 9 inches (230 mm) above the finish 6 max 17-25 / (g) The minimum clear width for automatic door systems in a doorway shall be based on the clear opening provided by all leaves in11111411( floor or ground. 150 430-635 hinge approach,push side,door the open position. 302.2 Carpet. Carpet or carpet tile shall be securely attached and shall have a firm cushion, pad, or backing or no cushion or (a) (b) provided with both closer and latch pad. Carpet or carpet tile shall have a level loo textured loo level cutpile, or level cut/uncutpile texture. Pile height shall be elevation plan P. P 9 /� , I Figure 306.2 Toe Clearance 404.3.2 Maneuvering Clearance. Clearances at power-assisted doors and gates shall comply with 404.2.4. Clearances at 1/2 inch (13 mm) maximum. Exposed edges of carpet shall be fastened to floor surfaces and shall have trim on the entire CHAPTER 4: ACCESSIBLE ROUTES 124 min 0) automatic doors and gates without standby power and serving an accessible means of egress shall comply with 404.2.4. length of the exposed edge. Carpet edge trim shall comply with 303. 401 General = o � 610 latch approach,push side 306.3.3 Minimum Required Depth. Where knee clearance is required under an element as part of a clear floor space, the knee 401.1 Scope. The provisions of Chapter 4 shall apply where required by Chapter 2 or where referenced by a requirement in this f /.I r <. EXCEPTION: Where automatic doors and gates remain open in the power-off condition, compliance with 404.2.4 shall not be clearance shall be 11 inches (280 mm) deep minimum at 9 inches (230 mm) above the finish floor or ground, and 8 inches (205 document. I ,.-7.; I required. mm) deep minimum at 27 inches (685 mm)above the finish floor or ground. - - -' - I 24 min I 2 pi 0 302.3 Openings. Openings in floor or ground surfaces shall not allow passage 1/2 402 Accessible Routes (n) 1 510 I 404.3.3 Thresholds. Thresholds and changes in level at doorways shall comply with 404.2.5. of a sphere more than 1/2 inch (13 mm) diameter except as allowed in max iatcn approacn,pull side o 306.3.4 Clearance Reduction. Between 9 inches(230 mm) and 27 inches (685 mm) above the finish floor or ground, the knee 402.1 General. Accessible routes shall comply with 402. 407.4.3, 409.4.3,410.4, 810.5.3 and 810.10. Elongated openings shall be 13 \�- clearance shall be permitted to reduce at a rate of 1 inch (25 mm) in depth for each 6 inches(150 mm) in height. -r'- 1 - - placed so that the long dimension is perpendicular to the dominant direction of 402.2 Components. Accessible routes shall consist of one or more of the following components: walking surfaces with a running I � 1LU travel. 306.3.5 Width. Knee clearance shall be 30 inches (760 mm)wide minimum. slope not steeper than 1:20, doorways, ramps, curb ramps excludingthe flared sides, elevators, andplatform lifts. All components of i 24 min P Y P 1 110 Figure 302.2 Carpet Pile Height an accessible route shall comply with the applicable requirements of Chapter 4. E { 303 Changes in Level I (k) latch approach,push side, 303.1 General. Where changes in level are permitted in floor dominant direction of travel 403 Walking Surfaces door provided with closer M or ground surfaces,they shall comply with 303. 403.1 General. Walking surfaces that are a part of an accessible route shall comply with 403. (i) Figure 404.2.4.1 (cont.) Maneuvering Clearances at C- EXCEPTIONS: 307 Protruding Objects latch approach,pull side, 404.3.4 Doors in Series and Gates in Series. Doors in series and gates in series shall comply with 404.2.6. i Manual Swinging Doors and Gates �- 1. Animal containment areas shall not be required to comply 307.1 General. Protruding objects shall comply with 307. door provided with closer with 303, non,ki' II uI'`,1",'`4"`6."'0"".'In olaii a 1,..,,'•+".6' 8 min 403.2 Floor or Ground Surface. Floor or ground surfaces shall comply with 302. 505.10.2 Top Extension at Stairs.At the top of a stair flight, 12 min 604.5.2 Rear Wall. The rear wallrab bar shall be 36 9 39-41 36 915 606 Lavatories and Sinks handrails shall extend horizontally above the landing for 12 inches 12 minsso-,o.io .� a 24 min 12 min 2010 /\IDI Standardsfor Access b I e Des g n 305 inches (915 mm) long minimum and extend from the / 3c5 606.1 General. Lavatories and sinks shall comply with 606. Am. (305 mm) minimum beginning directly above the first riser nosing _ --==--; centerline of the water closet 12 inches(305 mm) 12 max 54 mm \ / p Y III for PAccorn m i n nCorn m r l Facilities Title IIl Extensions shall return to a wall, guard, or the landing surface, or I 170 \od at o s and e C minimum on one side and 24 inches(610 mm) minimum 606.2 Clear Floor Space. A clear floor space complying with 305, positioned for a forward approach, and knee and toe shall be continuous to the handrail of an adjacent stair flight. on the other side. EXCEPTIONS: clearance complying with 306 shall be provided. CHAPTER 4: ACCESSIBLE ROUTES Cont. 4z min EXCEPTIONS: Nip 1. The rear grab bar shall be permitted to be 24 inches 1065 m side ref 1. A parallel approach complying with 305 shall be permitted to a kitchen sink in a space where a cook top or conventional 405.10 Wet Conditions. Landings subject to wet conditions shall be designed to prevent the accumulation of water. 503 Passenger Loading Zones (610 mm) long minimum, centered on the water closet, Figure 505.10.1 Top and Bottom Handrail Extension at range is not provided and to wet bars. 503.1 General. Passenger loading zones shall comply with 503. 12 min RLLI amps 2. A lavatory in a toilet room or bathing facility for a single occupant accessed only through a private office and not for common 406 Curb Ramps 505.10.3 Bottom Extension at Stairs. At the bottom 305 I X Figure 604.5.1 Side Wall Grab Figure 604.5.2 Rear Wall Grab B�Se or public use shall not be required to provide knee and toe clearance complying with 306. 406.1 General. Curb ramps on accessible routes shall comply with 406, 405.2 through 405.5, and 405.10. 503.2 Vehicle Pull-Up Space. Passenger loading zones shall provide a vehicular pull-up space 96 inches(2440 mm) wide of a stair flight, handrails shall extend at the slope Bar at Water Closets at Water Closets 3. Residential requirements not included. • minimum and 20 feet(6100 mm) long minimum. of the stair flight for a horizontal distance at least p 4. A knee clearance of 24 inches(610 mm) minimum above the finish floor or ground shall be permitted at lavatories and sinks 4062 Counter Slope. Counter slopes of adjoining gutters and road surfaces immediately adjacent to the curb ramp shall not beequal#o one tread depth beyond the last riser 4- x steeper than 1:20. The adjacent surfaces at transitions at curb ramps to gutters, and streets shall be at the same level. where wall space does not permit a length of 36 inches (915 mm) minimum due to the location of a recessed fixture adjacent to used primarily by children 6 through 12 years where the rim or counter surface is 31 inches(785 mm) maximum above the in p 1 Pwalks, 503.3 Access Aisle. Passenger loading zones shall provide access aisles complying with 503 adjacent to the vehicle pull-up nosing. Extension shall return to a wall, guard, or the water closet. finish floor or ground. space. Access aisles shall adjoin an accessible route and shall not overlap the vehicular way. the landing surface, or shall be continuous to the 2. Where an administrative authority requires flush controls for flush valves to be located in a position that conflicts with the 5. A parallel approach complying with 305 shall be permitted to lavatories and sinks used primarily by children 5 years and 503.3.1 Width. Access aisles serving vehicle pull-up spaces shall be 60 inches(1525 mm) wide minimum. handrail of an adjacent stair flight. illlocation of the rear grab bar, then the rear grab bar shall be permitted to be split or shifted to the open side of the toilet area. younger. iirrr 6. The dip of the overflow shall not be considered in determining knee and toe clearances. adjoining surface maximum slope 503.3.2 Length. Access aisles shall extend the full length of the vehicle pull-up spaces they serve. "°te:x=,read depth 7. No more than one bowl of a multi-bowl sink shall be required to provide knee and toe clearance complying with 306. 406.3 Sides of Curb Ramps. Where provided, Figure 505.10.2 Top Handrail Exterf tare 505.10.3 Bottom Handrail Extension at 1114:( curb ramp flares shall not be steeper than 1:10. curb ramp slope at Stairs Stairs 604.6 Flush Controls. Flush controls shall be hand operated or automatic. Hand operated flush controls shall comply with 309. 20 V- 503.3.3 Marking. Access aisles shall be marked so as to discourage parking in them. Flush controls shall be located on the open side of the water closet except in ambulatory accessible compartments complying 606.3 Height. Lavatories and sinks shall be installed with the front of the higher of the rim or counter surface 34 inches(865 CHAPTER 6: PLUMBING ELEMENTS & FACILITIES with 604-8.2. mm)EXCEPTItmum ONS above the finish floor or ground. I 406.4 Landings. Landings shall be provided at Figure 406.2 Counter Slope of Surfaces Adjacent to Curb Ramps 601 General 604.7 Dispensers. Toilet paper dispensers shall comply with 309.4 and I 1. A lavatory in a toilet or bathing facility for a single occupant accessed only through a private office and not for common use the tops of curb ramps. The landing clear length601.1 Scope. The provisions of Chapter 6 shall apply where required by Chapter 2 or where referenced by a requirement in this shall be 7 inches (180 mm) minimum and 9 inches (230 mm) maximum in or public use shall not be required to comply with 606.3. shall be 36 inches(915 mm) minimum. The Flared sides 1:10 max slope full lenoth of document. front of the water closet measured to the centerline of the dispenser. The -11=17 .i landing clear width shall be at least as wide as I vehicle pull-up space I outlet of the dispenser shall be 15 inches (380 mm) minimum and 48 OU the curb ramp, excludingflared sides, leadingcurb line , W P 503.4 Floor and Ground Surfaces. Vehicle inches(1220 mm) maximum above the finish floor and shall not be located co r uJ to the landing. pull-up u s aces and access aisles serving 602 Drinking Fountains A Lo E_ ix behindgrab bars. Dispensers shall not be of atype that controls delivery i P P P 9 P � EXCEPTION: In alterations, where there is no 602.1 General. Drinking fountains shall comply with 307 and 602. 0. them shall comply with 302.Access aisles or that does not allow continuous paper flow. t,., landing at the top of curb ramps, curb ramp slope dope - ' ly _. L shall be at the same level as the vehicleca flares shall be provided and shall not be I pull-up space theyserve. Changes in level area to be marks 1 D 602.2 Clear Floor Space. Units shall have a clear floor ors ace complyingwith 305positioned fora forward approach and p p p g groundP PP • steeper than 1:12. I are not permitted. I (i centered on the unit. Knee and toe clearance complying with 306 shall be provided. ,,80.233 Figure 604.7 Dispenser Outlet • Figure 406.3 Sides of Curb Ramps Location I - - -1 EXCEPTION: Slopes not steeper than 1:48 EXCEPTION: A parallel approach complying with 305 shall be permitted at units for children's use where the spout is 30 inches 606.4 Faucets. Controls for faucets shall comply with 309. Hand operated metering faucets shall remain open for 10 seconds t least as wide as 36 min I / ramp shall be permitted. V� (760 mm) maximum above the finish floor or ground and is 3 1/2 inches (90 mm) maximum from the front edge of the unit, 9 5 / ' curb -- 604.8 Toilet Compartments. Wheelchair accessible toilet compartments shall meet the requirements of 604.8.1 and 604.8.3. minimum. 1. - J including bumpers. Compartments containingmore than one plumbingfixture shall comply with 603. Ambulatoryaccessible compartments shall M Figure 503.3 Passenger Loading Zone Access Aisle P P Y P 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 insulated or otherwise ow% 602.3 Operable Parts. Operable parts shall comply with 309. 604.8.1 Wheelchair Accessible Compartments. Wheelchair accessible compartments shall comply with 604.8.1. configured to protect against contact. There shall be no sharp or abrasive surfaces under lavatories and sinks. ! 406.5 Location. Curb ramps and the flared sides of 602.4 Spout Height. Spout outlets shall be 36 inches (915 mm) maximum above the finish floor or ground. 604.8.1.1 Size. Wheelchair accessible compartments shall be 60 inches(1525 mm)wide minimum measured perpendicular to NLLI curb ramps shall be located so that they do not 503.5 Vertical Clearance. Vehicle pull-up spaces, access aisles serving them, and a vehicular route from an entrance to the •• co im project into vehicular traffic lanes, parking spaces, or passenger loading zone, and from the passenger loading zone to a vehicular exit shall provide a vertical clearance of 114 inches the side wall, and 56 inches (1420 mm) deep minimum for wall hung water closets and 59 inches(1500 mm) deep minimum for 609 Grab Bars • parking access aisles. Curb ramps at marked2895 mm minimum. 602.5 Spout Location. The spout shall be located 15 inches (380 mm) minimum from the vertical support and 5 inches(125 mm) floor mounted water closets measured perpendicular to the rear wall. Wheelchair accessible compartments for children's use 609.1 General. Grab bars in toilet facilities and bathing facilities shall ,--L ( } shall be 60 inches(1525 mm)wide minimum measured perpendicular to the side wall, and 59 inches(1500 mm) deep minimum in I- crossings shall be wholly contained within the I I maximum from the front edge of the unit, including bumpers. comply with 609. i Figure 406.4 Landings at the Top of Curb Ramps for wall hung and floor mounted water closets measured perpendicular to the rear wall. markings, excluding any flared sides. 504 Stairways 504.1 General. Stairs shall comply with 504. 609.2 Cross Section. Grab bars shall have a cross section complying 4-4.8 perimeter ,00420 with 609.2.1 or 609.2.2. \ am la M 504.2 Treads and Risers. All steps on a flight of stairs shall have uniform riser heights and uniform tread depths. Risers shall be 4 O a J = N inches(100 mm) high minimum and 7 inches (180 mm) high maximum. Treads shall be 11 inches(280 mm) deep minimum. 609.2.1 Circular Cross Section. Grab bars with circular cross sections N 406.6 Diagonal Curb Ramps. Diagonal or corner type curb ramps with returned curbs or other well-defined edges shall have the 602.6 Water Flow. The spout shall provide a flow of water 4 inches(100 mm) high minimum and 5 max 15 min shall have an outside diameter of 1 114 inches(32 mm) minimum and 2 A O0 a V 504.3 Open Risers. Open risers are not permitted. 125 Sao inches (51 mm) maximum. edges parallel to the direction of pedestrian flow. The bottom of diagonal curb ramps shall have a clear space 48 inches (1220 shall be located 5 inches (125 mm) maximum from the front of the unit. The angle of the water41. Q C mm) minimum outside active traffic lanes of the roadway. Diagonal curb ramps provided at marked crossings shall provide the 48 stream shall be measured horizontally relative to the front face of the unit. Where spouts are n alternate 1 radius ( ) g 0 , O 609.2.2 Non Circular Cross Section. Grab bars with non circular cross Qom/ inches(1220 mm) minimum clear space within the markings. Diagonal curb ramps with flared sides shall have a segment of curb located less than 3 inches 75 mm of the front of the unit, the an le of the water stream shall be I I door V max 3a°max _ I o I 0 Dation sections shall have a cross-section dimension of 2 inches (51 mm) 1M 30 degrees maximum. Where spouts are located between 3 inches (75 mm) and 5 inches(125 �- 24 inches (610 mm) long minimum located on each side of the curb ramp and within the marked crossing. 13 I g P o maximum and a perimeter dimension of 4 inches(100 mm) minimum (a) (b) Z CI Q 0 mm) maximum from the front of the unit; the angle of the water stream shall be 15 degrees 1 I 504-4 Tread Surface. Stair treads shall comply with 302. Changes in level are not I maximum - - _ I 4 � and 4.8 inches(120 mm) maximum. Figure 609.2-2 Grab Bar Non-Circular Cross Sect, 4t la rt CL. .❑ permitted. (a) (b) Figure 602.5 Drinking Fountain - - - - - - EXCEPTION: Treads shall be permitted to have a slope not steeper than 1:48. radius of tread edge angled riser �/ (typical for all profiles) Spout Location i / Q j N . Lu 4 < 406.7 Islands. Raised islands in crossings shall be cut through level with 24 min 504.5 Nosings. The radius of curvature at the leading edge of the tread shall be 1/2 t� �/ l 60 min 60 min _ ff nn the street or have curb ramps at both sides. Each curb ramp shall have a 610 inch (13 mm) maximum. Nosings that project beyond risers shall have the undersides 1525 _/ v) •41) level area 48 inches (1220 mm) long minimum by 36 inches(915 mm) of the leading edge curved or beveled. Risers shall be permitted to slope under the 1'/s max 1Y max adult wall hung adult tloormounted water closet CI 609.3 Spacing. The space between the wall and the grab bar shall be 1 O �O H ramppartangledegreespermittedprojection 38 602.7 Drinking Fountains for Standing Persons. Spout outlets of drinking fountains for standing persons shall be 38 inches (965 water closet and children's water closet 112 inches (3$ mm). The space between the grab bar and projecting 1'�38'n " r wide minimum at the topof the curb in the of the island \ tread at an of 30 maximum from vertical. The ro ection of I mm) minimum and 43 inches(1090 mm) maximum above the finish floor or ground. Z intersected by the crossings. Each 48 inch (1220 mm) minimum by 36 48 min the nosing shall extend 1 112 inches (38 mm) maximum over the tread below. Figure 604.8.1.2 Size of Wheelchair Accessible Toilet objects below and at the ends shall be 1 1/2 inches(38 mm) minimum. la mi 4 r inch(915 mm) minimum area shall be oriented so that the 48 inch (1220 `� 1770 Compartment The space between the grab bar and projecting objects above shall be mm) minimum length is in the direction of the running slope of the curb j 24 min (c) (d} 603 Toilet and Bathing Rooms Figure 604.$.1.1 Size of Wheelchair Accessible Toilet Compartment - beveled nosing12 inches (305 mm) minimum. (a) {b) _gen, Z s,o curved nosing 603.1 General. Toilet and bathing rooms shall comply with 603. 604.8.1.2 Doors. Toilet compartment doors, door hardware, shall com I wi#h 404 exce t that if theapproach is to the ramp it serves. The 48 inch (1220 mm) minimum by 36 inch (915 mm) including P Y Pprojecting objects recessed objects 603.2 Clearances. Clearances shall comply with 603.2. latch side of the compartment door, clearance between the door side of the corn artment and an obstruction shall be 42 inches minimum areas and the accessible route shall be permitted to overlap. Ilip Figure 504.5 Stair Nosings 603.2.1 TurningSpace. Turningspace complyingwith 304 shall beprovided within the room. p P Y Figure 609.3 Spacing of Grab Bars P P (1065 mm) minimum. Doors shall be located in the front partition or in the side wall or partition farthest from the water closet. I Im Elm Where located in the front partition, the door opening shall be 4 inches (100 mm) maximum from the side wall or partition farthest1 ti R 504.6 Handrails. Stairs shall have handrails complying with 505. from the water closet. Where located in the side wall or partition, the door opening shall be 4 inches (100 mm) maximum from `oo Figure 406.6 Diagonal or Corner Type Curb 504.7 Wet Conditions. Stair treads and landings subject to wet conditions shall be designed to prevent the accumulation of water. 603.2.2 Overlap. Required clear floor spaces, clearance at fixtures, and turning space shall be permitted to overlap. the front partition. The door shall be self-closing. A door pull complying with 404.2.7 shall be placed on both sides of the door EXCEPTION: The space between the grab bars and shower controls, shower fittings, and other grab bars above shall be (IO) Ramps near the latch. Toilet compartment doors shall not swing into the minimum required compartment area. permitted to be 1 1/2 inches(38 mm) minimum. 36 min 505 Handrails 603.2.3 Door Swing. Doors shall not swing into the clear floor space or clearance required for any fixture. Doors shall be permitted 915 505.1 General. Handrails provided alongwalkingsurfaces complyingwith 403, required at ramps complyingwith 405, and required to swing into the required turning space. q q EXCEPTIONS: at stairs complying with 504 shall comply with 505. 1. Doors to a toilet room or bathin room for a sin le occupant ant accessed only throw h a rivate office and not for common use or 609.4 Position of Grab Bars. Grab bars shall be installed in a horizontal position, 33 inches (840 mm) minimum and 36 inches A g p y g p ARCHITECT/ ENGINEER OF RECORD \O public use shall be permitted to swing into the clear floor space or clearance provided the swing of the door can be reversed to (915 mm) maximum above the finish floor measured to the top of the gripping surface, except that at water closets for children's • comply with 603.2.3. use complying with 604.9, grab bars shall be installed in a horizontal position 18 inches(455 mm) minimum and 27 inches(685 KEN McCRACKEN, _ 7 48 min 505.2 Where Required. Handrails shall beprovided on both sides of stairs and ramps. 604.8.1.3 A roach. Com artments shall be orlon ed for left-hand or ri ht-hand a raactr to the water closet. mm) maximum above the finish floor measured to the topof the gripping surface. The height of the lowergrab bar on the back • ,220 q 2. Where the toilet room or bathing room is for individual use and a clear floor space complying with 305.3 is provided within the PP P g g PP g PP g g ARCHITECT r �/ �, I I 1 EXCEPTION: In assembly areas, handrails shall not be required on both sides of aisle ramps where a handrail is provided at room beyond the arc of the door swing, doors shall be permitted to swing into the clear floor space or clearance required for any wall of a bathtub shall comply with 607.4.1.1 or 607.4.2.1. Arc hitec t.,i... NermBg I L - � either side or within the aisle width. fixture. 604.8.1.4 Toe Clearance. The front partition and at least one side partition shall provide a toe clearance of 9 inches (230 mm) 6930 DESTINY DRIVE, #100 a minimum above the finish floor and 6 inches(150 mm)deep minimum beyond the compartment-side face of the partition, 609.5 Surface Hazards. Grab bars and any wall or other surfaces adjacent to grab bars shall be free of sharp or abrasive ROCKLIN, CA 95677 505.3 Continuity. Handrails shall be continuous within the full length of each stair flight or ramp run. Inside handrails on exclusive of partition support members. Compartments for children's use shall provide a toe clearance of 12 inches(305 mm) elements and shall have rounded edges. contact:ARIANE SANDERS switchback or dogleg stairs and ramps shall be continuous between flights or runs. minimum above the finish floor. 609.6 Fittings. Grab bars shall not rotate within their fittings. 707.655.4320 EXCEPTION: In assembly areas, handrails on ramps shall not be required to be continuous in aisles serving seating. EXCEPTION: Toe clearance at the front partition is not required in a compartment greater than 62 inches (1575 mm) deep with a 609.7 Installation. Grab bars shall be installed in any manner that provides a gripping surface at the specified locations and that ASANDERs@PnnDGiNC.Conn 603.3 Mirrors. Mirrors located above lavatories or countertops shall be installed with the bottom edge of the reflecting surface 40 wall-hung water closet or 65 inches (1650 mm) deep with a floor-mounted water closet. Toe clearance at the side partition is not does not obstruct the required clear floor space. (a) (b) inches (1015 mm) maximum above the finish floor or ground. Mirrors not located above lavatories or countertops shall be installed required in a compartment greater than 66 inches (1675 mm) wide. Toe clearance at the front partition is not required in a cut through at island curb ramp at island compartment for children's use that isgreater than 65 inches(1650 mm)deep. 609.8 Structural Strength. Allowable stresses shall not be exceeded for materials used when a vertical or horizontal force of with the bottom edge of the reflecting surface 35 inches (890 mm) maximum above the finish floor or ground. P Figure 406.7 Islands in Crossings 505.4 Height. Top of gripping surfaces of handrails shall be 34 inches 250 pounds(1112 N) is applied at any point on the grab bar,fastener, mounting device, or supporting structure. CHAPTER 5: GENERAL SITE AND BUILDING ELEMENTS (865 mm) minimum and 38 inches (965 mm) maximum vertically 00 11 above walking surfaces, stair nosings, and ramp surfaces. Handrails m Co a M These drawings and specifications are the confidential and prop e+ar/properfy '71 Ln 603.4 Coat Hooks and Shelves. Coat hooks shall be located within one of the reach ranges specified in 308. Shelves shall be of JP Morgan Chose and shall not be copied or reproduced without written shall be ata consistent height above walking surfaces, stair nosings, M W " m ou,harzahon. The contract document,were prepared for use on this specific 501 General located 40 inches (1015 mm) minimum and 48 inches (1220 mm) maximum above the finish floor. and ramp surfaces. site in conjunction with its issue date and are not suitable For use on a different on 501.1 Scope. The provisions of Chapter 5 shall apply where required by Chapter 2 or where referenced by a requirement in thissite hoof ra e,er time. thee of wise drawings01ofor reference licensed a example and another project requires services of prone on architects and (a) (b) (c) engineers. Reproduction of the contract documents for reuse on another document. project is not authorized. stairsramps walking surfaces 604 Water Closets and Toilet Compartments _partition partition -- f 502 Parking Spaces 505.5 Clearance. Clearance between handrail gripping surfaces and Figure 505.4 Handrail Height0 CHAPTER 7: COMMUNICATION ELEMENTS AND FEATURES adjacent surfaces shall be 1 112 inches (38 mm) minimum. 604.1 General. Water closets and toilet compartments shall comply with 604.2 through 604.8. 6 min 6 min 701 General 502.1 General. Car and van parkingspaces shall comply with 502. Where parkingspaces are marked with lines, width , EXCEPTION: Water closets and toilet compartments for _./ 150 1 150 SEAL P P Y P 1/2 min 701.1 Scope. The provisions of Chapter 7 shall apply where required by Chapter 2 or where referenced by a requirement in measurements of parkingspaces and access aisles shall be made from the centerline of the markings. 3e children's use shall be permitted to comply with 604.9. p g __ this document. y ,�\V_0 A DC EXCEPTION: Where parkingspaces or access aisles are not adjacent to another parkingspace or access aisle, measurements 505.6 Gripping Surface. Handrail gripping surfaces shall be continuous along their length /f P ) p and shall not be obstructed alongtheir tops or sides. The bottoms of handrail gripping Funij 702 Fire Alarm Systems shall be permitted to include the full width of the line defining the parking space or access aisle. p g pp g 604.2 Location. The water closet shall be positioned with a wall or partition to 9 min 12 min 6 min 702.1 General, Fire alarm systems shall have permanently installed audible and visible alarms complying with NFPA 72 (1999 \� y� surfaces shall not be obstructed for more than 20 percent of their length. Where provided, r+ ` 230 305 150KENNETH J. the rear and to one side. The centerline of the water closet shall be 16 inches O ='� , ✓ j r or 2002 edition) (incorporated by reference, see 'Referenced Standards" in Chapter 1), except that the maximum allowable M RACKS horizontal projections shall occur 1 112 inches(38 mm) minimum below the bottom of the Figure 505.5 Handrail (405 mm) minimum to 18 inches(455 mm) maximum from the side wall or sound level of audible notification appliances complyingwith section 4-3.2.1 of NFPA 72 (1999 edition) shall have a sound level handrail gripping surface. rr PP 502.2 Vehicle Spaces. Car parkingspaces shall be 96 inches (2440 mm) wide minimum and van parkingspaces shall be 132 Clearance partition, except that the water closet shall be 17 inches (430 mm) minimum 6 minT no more than 110 dB at the minimum hearingdistance from the audible appliance. In addition, alarms inguest rooms required P P P EXCEPTIONS: (a) (b) 150 (c) PP - AM S, WA inches (3350 mm) wide minimum, shall be marked to define the width, and shall have an access aisle complyingwith c and 19 inches(485 mm) maximum from the side wall or partition in the to provide communication features shall comply with sections 4-3 and 4-4 of NFPA 72 1999 edition or sections 7.4 and 7.5 of License#5599 adjacent 1. Where handrails are provided along walking surfaces with slopes not steeper than 1:20, 'E 16-18 17-19 elevation elevation plan p p Y ( ) cf' 502.3. ambulatory accessible toilet compartment specified in 604.8.2. Water closets 405-455 a3a-aas NFPA 72 (2002 edition). �q .3 the bottoms of handrail gripping surfaces shall be permitted to be obstructed along their adult children J EXCEPTION: Van parking spaces shall be permitted to be 96 inches (2440 mm)wide minimum where the access aisle is 96 shall be arranged for a left-hand or right-hand approach. (a)wheelchair accessible water (b)ambulatory EXCEPTION: Fire alarm systems in medical care facilities shall be permitted to be provided in accordance with industry OF � entire length where they are integral to crash rails or bumper guards. inches (2440 mm) wide minimum. closets accessible water Figure 604.8.1.4 Wheelchair Accessible Toilet Compartment Toe Clearance practice. Figure 505.6 Horizontal Projections closets 604.8.1.5 Grab Bars. Grab bars shall comply with 609. A side-wall grab bar complying with 604.5.1 shall be provided and shall 04/20/20 502.3 Access Aisle. Access aisles serving parking spaces shall comply with 502.3. Access aisles shall adjoin an accessible Below Gripping Surface Figure 604.2 Water be located on the wall closest to the water closet. In addition, a rear-wall grab bar complying with 604.5.2 shall be provided. 703 Signs 703.1 General. Signs shall comply with 703. Where both visual and tactile characters are required, either one sign with both x'""2584 route. Two parking spaces shall be permitted to share a common access aisle. Closet Location 604.8.2 Ambulatory Accessible Compartments. Ambulatory accessible compartments shall comply with 604.8.2. visual and tactile characters, or two separate signs, one with visual, and one with tactile characters, shall be provided. 2. The distance between horizontal projections and the bottom of the gripping surface shall be permitted to be reduced by 1/8 604.3 Clearance. Clearances around water closets and in toilet compartments shall comply with 604.3. 502.3.1 Width.Access aisles servingcar and van parking spaces shall inch (3.2 mm)for each 112 inch (13 mm) of additional handrail perimeter dimension that exceeds 4 inches(100 mmJ. 604.8.2.1 Size. Ambulatory accessible compartments shall have a depth of 60 inches(1525 mm) minimum and a width of 35 703.2 Raised Characters. Raised characters shall comply with 703.2 and shall be duplicated in braille complying with 703.3. ISSUE DATE DESCRIPTION P g - 604.3.1 Size. Clearance around a water closet shall be 60 inches(1525 mm) minimum measured perpendicular from the side wall P p inches Raised characters shall be installed in accordance with 703.4. be 60 inches(1525 mm) wide minimum. __ _ � ] and 56 inches (1420 mm) minimum measured --1' � .� -- (890 mm) minimum and 37 inches (940 mm) maximum. 502.3.2 Length. Access aisles shall extend the full length of the parking perpendicular from the rear wall. spaces they serve. 505.7 Cross Section. Handrail gripping surfaces shall have a cross section complying with 505.7.1 or 505.7.2. I O 604.3.2 Overlap. The required clearance around the water closet shall be permitted �C -_/ Q 502.3.3 Marking. Access aisles shall be marked so as to discourage to overlap the water closet, associated grab bars, dispensers, sanitary napkin parkingin them. ;? 505.7.1 Circular Cross Section. Handrail gripping surfaces with a 604.8.2.2 Doors. Toilet compartment doors, including door hardware, shall complyO f 1 4 i disposal units, coat hooks, shelves, accessible routes, clear floor space and I P 9 circular cross section shall have an outside diametero 11 inches with 404, except that if the roach is to the latch side of the compartment door, I clearances required at other fixtures, and the turning space. No other fixtures or P PP P 1' 703.2.1 Depth. Raised characters shall be 1/32 inch 0 8minimum above their background. (32 mm) minimum and 2 inches(51 mm) maximum. 4-6%perimeter obstructions shall be located within the required water closet clearance. ---h clearance between the door side of the compartment and any obstruction shall be I P ( mm) 9 _ J l� 60 min 42 inches (1065 mm) minimum. The door shall be self-closing. A door pull 2 618120 Planning comments 502.3.4 Location. Access aisles shall not overlapthe vehicular way. 1525 703.2.2 Case. Characters shall be uppercase. i 6/2/20 Proto 20.2 Updates Y 505.7.2 Non Circular Cross Sections. Handrail gripping surfaces Figure 604.3.1 Size of Clearance at Water complying with 404.2.7 shall be placed on both sides of the door near the latch. � I PP n Access aisles shall be permitted to be placed on either side of the -- with a non-circular cross section shall have a perimeter dimension �a+ zi max Toilet compartment doors shall not swing into the minimum required compartment - _ _ 4/30/20 Issued for Bid Closets for angled van parkingspaces which shall have ,. - r shall n serif. Charactersh II n it li oblique, script, highly decorative or of other unusual parking space except a g ed a p of 4 inches(100 mm) minimum and 6 1/4 inches(160 mm) i 57 area. 703.2.3 Style. Characters s a be sans se shall of be italic, o que, sc pt, g y , l604.4 Seats. The seat height of a water closet above the finish floor shall be 17 inches (430 mm) minimum and 19 inches (485 4/20/20 Submittal Set access aisles located on the passenger side of the parking spaces. 96 min I 132 min maximum, and a cross-section dimension of 2 1!4 inches(57 mm} 35 37 i forms. 2440 3350mm) maximum measured to the top of the seat. Seats shall not be sprung to return to a lifted position. 890-940 / 4/10/20 80% Review Set maximum. EXCEPTIONS: i E 0 703.2.4 Character Proportions. Characters shall be selected from fonts where the width of the uppercase letter 0 is 55 percent (a) (b) 1. A water closet in a toilet room fora single occupant accessed onlythrough aprivate office and not for common use or public �, „ „ PROJECT INFORMATION BLOCK car van (a) (5) p g P - minimum and 110 percent maximum of the height of the uppercase letter"I". use shall not be required to comply with 604.4. 604.8.2.3 Grab Bars. Grab bars shall comply with 609. A side-wall grab bar JOB # JPM19015.0 502.4 Floor or Ground Surfaces. Parking spaces and access aislesDATE: 2/25/2020 Figure 502.2 Vehicle Parking Spaces Figure 505.7.2 Handrail Non Circular Cross Section complying with 604.5.1 shall be provided on both sides of the compartment. 703.2.5 Character Height. Character height measured vertically from the baseline of the character shall be 5/8 inch (16 mm) serving them shall comply with 302. Access aisles shall be at the same 604.5 Grab Bars. Grab bars for water closets shall comply with 609. Grab bars shall be provided on the side wall closest to the DRAWN BY: PM level as the parkingspaces theyserve. Changes in level are not minimum and 2 inches(51 mm) maximum based on the height of the uppercase letter"I". P 9 water closet and on the rear wall. Figure 604.8.2 Ambulatory Accessible CHECKED BY: AS P ermitted. 505.8 Surfaces. Handrail gripping surfaces and any surfaces adjacent to them shall be free of sharp or abrasive elements and EXCEPTIONS: 604.8.3 Coat Hooks and Shelves. Coat hooks shall be located within one of the Toilet Compartment EXCEPTION: Where separate raised and visual characters with the same information are provided, raised character height shall EXCEPTION: Slopes not steeper than 1:48 shall be permitted. 2 shall have rounded edges. reach ranges specified in 308. Shelves shall be located 40 inches(1015 mm) be permitted to be 112 inch (13 mm) minimum. 1. Grab bars shall not be required to be installed in a toilet room for a single occupant accessed only through a private office and MODEL not for common use or public use provided that reinforcement has been installed in walls and located so as to permit the minimum and 48 inches (1220 mm) maximum above the finish floor. 505.9 Fittings. Handrails shall not rotate within their fittings. installation of grab bars complying with 604.5. 13'%min 13'/2 min DRAWING STANDARDS v20.2 502.5 Vertical Clearance. Parking spaces for vans and access aisles a . 345 345 and vehicular routes serving them shall provide a vertical clearance of _ 505.10 Handrail Extensions. Handrail gripping surfaces shall extend beyond and in the same direction of stair flights and ramp 3. In detention or correction facilities, grab bars shall not be required to be installed in housing or holding cells that are specially 605 Urinals SHEET TITLE ar)98 inches (2490 mm) minimum. runs in accordance with 505.10. designed without protrusions for purposes of suicide prevention. clan ahatwaandnt° o- - EXCEPTIONS: >; die,an��hafwr>endnls in adjacent cells - 605.1 General. Urinals shall comply with 605. 17 max 1 LIBRARY 1. Extensions shall not be required for continuous handrails at the inside turn of switchback or dogleg stairs and ramps. 430 _ + in the same raillr- 502.6 Identification. Parking space identification signs shall include the = l II ACCESSIBILITY 2. In assembly areas, extensions shall not be required for ramp handrails in aisles serving seating where the handrails are 605.2 Height and Depth. Urinals shall be the stall-type or the wall-hung typed;ctanna haw., ,� • C • International Symbol of Accessibility complying with 703.7.2.1. Signs _ = i nthesamecell t €3 • O • S�{ E ET identifying van parking spaces shall contain the designation van OO3. In alterations, full extensions of handrails shall not be required where such extensions would be hazardous due to plan Urinals shall be 13 112 inches (345 mm)deep minimum measured from the (a) (b) CV accessible.° Signs shall be 60 inches (1525 mm) minimum above the I� area to be marked outer face of the urinal rim to the back of the fixture. wall hung type stall type distance between corresoonamad°1S finish floor or ground surface measured to the bottom of the sign. configuration604.5.1 Sltle Wall. The side wall grab bar shall be 42 Inches (1065 mm) long minimum, located 12 Inches (305 mm) maximum framonecelldirectlybelowFigure 605.2 Height and Depth ( a • raised dot 60 from the rear wall and extending 54 inches (1370 mm) minimum from the rear wall. ANSI A117.1604.5.1 requires an additional dnt OSHEET NUMBER p P p Y g ( g ( ) g ( ) of Urinals OO1 • c�525 505.10.1 To and Bottom Extension at Rams. Ram handrails shall extend horizontal) above the landin for 12 inches 305 vertical rab bar 18 inches 455 mm minimum in len th shall be mounted with the bottom of the bar located 39 inches 990 mm1_ E- diameter • n �O of OU neraised dot Fi ure 502.3 Parkin Space Access Aisle mm) minimum beyond the top and bottom of ramp runs. Extensions shall return to a wall, guard, or the landing surface, or shall minimum and 41 inches (1040 mm) maximum above the floor, and with the center line of the bar located 39 inches (990 mm) Figure g pminimum and 41 inches (1040 mm) maximum from the rear wall. 605.3 Clear Floor Space. A clear floor or ground space complying with 305 positioned for forward approach shall be provided. Figure 7032.5 Height of Raised be continuous to the handrail of an adjacent ramp run. Characters Figure 703.3.1 Braille Measurement 502.7 Relationship to Accessible Routes. Parking spaces and access aisles shall be designed so that cars and vans, when 605.4 Flush Controls. Flush controls shall be hand operated or automatic. Hand operated flush controls shall comply with 309. 703.2.6 Stroke Thickness. Stroke thickness of the uppercase letter"I" shall be 15 percent maximum of the height of the A0 • 2 • parked, cannot obstruct the required clear width of adjacent accessible routes. 2 character. 2010 ADA Standards for Accessible Design CHAPTER 8: SPECIAL ROOMS, SPACES AND ELEMENTS CHAPTER 9: BUILT-IN ELEMENTS il 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 by a requirement in14M CHAPTER 7: COMMUNICATION ELEMENTS AND FEATURES (cant.) 801.1 Scope. The provisions of Chapter 8 shall apply where required by Chapter 2 or where referenced by a requirement in this document. • this document. 703.2.7 Character Spacing. Character spacing shall be measured between the two closest points of adjacent raised characters 703.6 Pictograms. Pictograms shall comply with 703.6. 902 Dining Surfaces and Work Surfaces within a message, excluding word spaces. Where characters have rectangular cross sections, spacing between individual raised __ 111 803 Dressing, Fitting, and Locker Rooms 902.1 General. Dining surfaces and work surfaces shall comply with 902.2 and 902.3. • characters shall be 1/8 inch (3.2 mm) minimum and 4 times the raised character stroke width maximum. Where characters have 703.6.1 Pictogram Field. Pictograms shall have a field height of 6 inches(150 mm) EXCEPTION: Dining surfaces and work surfaces for children's use shall be permitted to comply with 902.4. minimum. Characters and braille shall not be located in the pictogram field. 803.1 General. Dressing, fitting, and locker rooms shall comply with 803. other cross sections, spacing between individual raised characters shall be 1/16 inch (1.6 mm) minimum and 4 times the raised P 9 character stroke width maximum at the base of the cross sections, and 1/8 inch (3.2 mm) minimum and 4 times the raised 902.2 Clear Floor or Ground Space. A clear floor space complying with 305 positioned for a forward approach shall be character stroke width maximum at the topof the cross sections. Characters shall be separated from raised borders and decorative not in 803.2 Turning Space. Turning space complying with 304 shall be provided within the room. provided. Knee and toe clearance complying with 306 shall be provided. P 703.6.2 Finish and Contrast. Pictograms and their field shall have a non glare finish. MEN ••• elements 3/8 inch (9.5 mm) minimum. 4a / pact"�`a"' Pictograms shall contrast with their field with either a light pictogram on a dark field w m veld 803.3 Door Swing. Doors shall not swing into the room unless a clear floor or ground space complying with 305.3 is provided • tin 703.2.8 Line Spacing. Spacing between the baselines of separate lines of raised characters within a message shall be 135 percent or a dark pictogram on a light field. 0 902.3 Height. The tops of dining surfaces and work surfaces shall be 28 inches (710 mm) minimum and 34 inches (865 mm) P 9 9 beyond the arc of the door swing. maximum above the finish floor or ground. minimum and 170 percent maximum of the raised character height. Figure 703.6.1 Pictogram Field 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 surfaces for children's use 803.4 Benches. A bench complying with 903 shall be provided within the room. shall comply with 902.4. 703.3.1 Dimensions and Capitalization. Braille dots shall have a domed or rounded shape and shall comply with Table 703.3.1. 703.6.3 Text Descriptors. Pictograms shall have text descriptors located directlybelow the pictogram field. Text descriptors shall The indication of an uppercase letter or letters shall only be used before the first word of sentences, proper nouns and names, P g p p g P EXCEPTION: Dining surfaces and work surfaces that are used primarily by children 5 years and younger shall not be required individual letters of the alphabet, initials, and acronyms. 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 the reach ranges specified to comply with 902.4 where a clear floor or ground space complying with 305 positioned for a parallel approach is provided. in 308. Shelves shall be 40 inches(1015 mm) minimum and 48 inches(1220 mm) maximum above the finish floor or ground. 703.7 Symbols of Accessibility. Symbols of accessibility shall comply with 703.7. 902.4.1 Clear Floor or Ground Space. A clear floor space complying with 305 positioned for forward approach shall be provided. Knee and toe clearance complying with 306 shall be provided, except that knee clearance 24 inches(610 mm) I 703.7.1 Finish and Contrast. Symbols of accessibility and their background shall have a non-glare finish. Symbols of accessibility minimum above the finish floor or ground shall be permitted. shall contrast with their background with either a light symbol on a dark background or a dark symbol on a light background. 703.7.2 Symbols. 804 Kitchens and Kitchenettes 2 0 703.7.2.1 International Symbol of Accessibility. The International Symbol of Accessibilityshall comply with Figure 703.7.2.1. 804.1 General. Kitchens and kitchenettes shall comply with 804. Q Table 703.3.1 Braille Dimensions YY P Y g w Measurement Range Minimum in Inches to Maximum in Inches 804.2 Clearance. Where a pass through kitchen is provided, clearances shall comply with 804.2.1. 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 comply with 804.2. Dot base diameter 0.059 (1.5 mm) to 0.063 (1.6 mm) 902.4.2 Height. The tops of tables and counters shall be 26 inches (660 mm) minimum and 30 inches(760 mm) maximum • 703.7.2.2 International Symbol of TTY. The International Symbol of TTY shall comply with Figure 703.7.2.2. Advisory 804.2 Clearance. Clearances are measured from the furthest projecting face of all opposing base cabinets, counter above the finish floor or ground. Distance between two 0.090 (2.3 mm)to 0.100 (2.5 mm) measured center to center tops, appliances, or walls, excluding hardware. 903 Benches CIdots in the same cell 903.1 General. Benches shall comply with 903. 703.7.2.3 Volume Control Telephones. Telephones with a volume control shall be identified by a pictogram of a telephone 804.2.1 Pass Through Kitchen. In pass through kitchens where counters, appliances or cabinets are on two opposing sides, orP y 111 �� Distance between corresponding dots in 0.241 (6.1 mm)to 0.300 (7.6 mm)measured center to center handset with radiating sound waves on a square field such as shown in Figure 703.7.2.3. where counters, appliances or cabinets are opposite a parallel wall, clearance between all opposing base cabinets, counter �f adjacent cells tops, appliances, or walls within kitchen work areas shall be 40 inches (1015 mm) minimum. Pass through kitchens shall have 903.2 Clear Floor or Ground Space. Clear floor or ground space complying with 305 shall be provided and shall be positioned N W Dot height 0.025(0.6 mm)to 0.037(0.9 mm) two entries. at the end of the bench seat and parallel to the short axis of the bench. o 703.7.2.4 Assistive Listening Systems. Assistive listening systems shall be identified by the International Symbol of Access for Hearing Loss complying with Figure 703.7.2.4. 903.3 Size. Benches shall have seats that are 42 inches(1065 mm) long minimum and 20 inches (510 mm) deep minimum In Distance between corresponding dotsfrom one 0.395 (10 mm)to 0.400(10.2 mm)measured center to center and 24 inches(610 mm) deep maximum. cell directly below 703.3.2 Position. Braille shall be positioned below the corresponding text. If text is multi-lined, braille shall be placed below theCl" (►� entire text. Braille shall be separated 3/8 inch (9.5 mm) minimum from any other tactile characters and 3/8 inch (9.5 mm) minimum i))) 903.4 Back Support. The bench shall provide far back support or shall be a 4 -I = N 1&from raised borders and decorative elements. ■ ■ ■ ■ ■ _ N ce EXCEPTION: Braille provided on elevator car controls shall be separated 3/16 inch (4.8 mm) minimum and shall be located either ■ ■ ■ ■ affixed to a wall. Back support shall be 42 inches (1065 mm) long minimum 0 (1) 4 CU directlybelow or adjacent to the corresponding raised characters or symbols. ,-, ■ ■ ■ ■ ■ and shall extend from a point 2 inches (51 mm) maximum above the seat �, 2'/2 max ll% 9 P 9 Y N Q� 11 ;1 1 lig i�� ��' surface to a point 18 inches (455 mm) minimum above the seat surface. N �' Q LL i Back support shall be 2 112 inches (64 mm) maximum from the rear edge CO Figure 703.7.2.1 International Figure 703.7.2.2 Figure 703.7.2.3 Volume Control Figure 703.7.2.4 International a CIEV AREA OF Symbol of Accessibility International Symbol of TTY Telephone Symbol of Access for Hearing _l of the seat measured horizontally. 1 1 M ^ Z CI < V REFUE Loss O I'II` fa1 (b) 4t 1111 W dr �, • I AREA OF I 707 Automatic Teller Machines and Fare Machines REFUGE 0 �� Figure 903.4 Benctl Back Support IDG �.. I- 707.1 General.Automatic teller machines and fare machines shall comply with 707. >am LLI 4 N E 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 inches (485 mm) maximum r !� • C1-(1111EIL --------- --__ _. E EXCEPTION: Clear floor or ground space shall not be required at drive up only automatic teller machines and fare machines. above the finish floor or ground. Z CI CO 318 min 4O 1 31a mtn 707.3 Operable Parts. Operable parts shall comply with 309. Unless a clear or correct key is provided, each operable part shall be 903.6 Structural Strength. Allowable stresses shall not be exceeded for materials used when a vertical or horizontal force of Z r 9.5 �� �- able to be differentiated by sound or touch, without activation. 40 min 250 pounds (1112 N) is applied at any point on the seat, fastener, mounting device, or supporting structure. r N EXCEPTION: Drive-up only automatic teller machines and fare machines shall not be required to comply with 309.2 and 309.3. loisLill -I Figure 703.4.1 Height of Tactile Characters Above Finish 4 Figure 703.3.2 Position of Braille Floor or Ground 707.4 Privacy. Automatic teller machines shall provide the opportunity for the same degree of privacy of input and output available Figure 804.2.1 Pass Through Kitchens 903.7 Wet Locations. Where installed in wet locations,the surface of the seat shall be slip resistant and shall not accumulate (i) Z to all individuals. water. 804.2.2 U-Shaped. In U-shaped kitchens enclosed on three contiguous sides, clearance between all opposing base cabinets, 4 - I- 703.4 703.4 Installation Height and Location. Signs with tactile characters shall comply with 703.4. counter tops, appliances, or walls within kitchen work areas shall be 60 inches 1525 mm minimum. 703.4.1 Height Above Finish Floor or Ground. Tactile characters on signs shall be located 48 inches 1220 mm minimum above 707.5 Speech Output. Machines shall be speech enabled. Operating instructions and orientation, visible transaction prompts, user P PP ( } 904 Check-Out Aisles and Sales and Service CountersCn 9 g ( ) input verification, error messages, and all displayed information for full use shall be accessible to and independently usable by 904.1 General. Check-out aisles and sales and service counters shall comply with the applicable requirements of 904. Z the finish floor or ground surface, measured from the baseline of the lowest tactile character and 60 inches(1525 mm) maximum individuals with vision impairments. Speech shall be delivered through a mechanism that is readily available to all users, including `� 0 , above the finish floor or ground surface, measured from the baseline of the highest tactile character. but not limited to, an industry standard connector or a telephone handset. Speech shall be recorded or digitized human,or • 904.2 Approach. All portions of counters required to comply with 904 shall be located adjacent to a walkingsurface complying EXCEPTION: Tactile characters for elevator car controls shall not be required to comply with 703.4.1. synthesized. with 403.p q p Y EXCEPTIONS: 1. Audible tones shall be permitted instead of speech for visible output that is not displayed for security purposes, including but O not limited to, asterisks representing personal identification numbers. O • 703.4.2 Location. Where a tactile sign is provided min2.Advertisements and other similar information shall not be required to be audible unless they convey information that can be 904.3 Check-Out Aisles. Check-out aisles shall comply with 904.3. ARCHITECT/ ENGINEER OF RECORD 45` 7111111*-1;18 455 used in the transaction being conducted. at a door, the sign shall be located alongside the 904.3.1 Aisle. Aisles shall comply with 403. KEN McCRACKEN, door at the latch side. Where a tactile sign is q, centered on 3. Where speech synthesis cannot be supported, dynamic alphabetic output shall not be required to be audible. - ii ARCHITECT tactile characters S Architecture ••Program Monogemeni•Permitting provided at double doors with one active leaf, the 904.3.2 Counter. The counter surface height shall be 38 inches(965 mm) maximum above the finish floor or ground. The top of sign shall be located on the inactive leaf. Where a \ta m1n 707.5.1 User Control. Speech shall be capable of being repeated or interrupted. Volume control shall be provided for the speech _ - the counter edge protection shall be 2 inches(51 mm) maximum above the top of the counter surface on the aisle side of the 6930 DESTINY DRIVE, #100 tactile is signprovided at double doors with two 455 function. g check-out counter. ROCKLIN, CA 95677 active leafs, the sign shall be located to the right Figure 703.4.2 Location of Tactile EXCEPTION: Speech output for any single function shall be permitted to be automatically interrupted when a transaction is Contact:ARIANE SANDERS of the right hand door. Where there is no walls ace Signs at Doors selected. 707.655.4320 g P ASANDERS@PMDGINC.COM at the latch side of a single door or at the right 60 min 60 min 904.3.3 Check Writing Surfaces. Where provided, check writing surfaces shall comply with 902.3. side of double doors, signs shall be located on the nearest adjacent wall. Signs containing tactile characters shall be located so 1525 1525 that a clear floor space of 18 inches (455 mm) minimum by 18 inches (455 mm) minimum, centered on the tactile characters, is 904.4 Sales and Service Counters. Sales counters and service counters shall comply with 904.4.1 or 904.4.2. The accessible ' provided beyond the arc of any door swing between the closed position and 45 degree open position. (a) Figure 804.2.2 U-Shaped Kitchens (b) portion of the counter top shall extend the same depth as the sales or service counter top. EXCEPTION: Signs with tactile characters shall be permitted on the push side of doors with closers and without hold-open 804.3 Kitchen Work Surface. In residential dwelling units required to comply with 809, at least one 30 inches(760 mm) wide EXCEPTION: In alterations, when the provision of a counter complying with 904.4 would result in a reduction of the number of devices, minimum section of counter shall provide a kitchen work surface that complies with 804.3. existing counters at work stations or a reduction of the number of existing mail boxes, the counter shall be permitted to have a 804.3.1 Clear Floor or Ground Space. A clear floor space complying with 305 positioned fora forward approach shall be portion which is 24 inches(610 mm) long minimum complying with 904.4.1 provided that the required clear floor or ground space These drawings and specifications are the confidential and proprietary property is centered on the accessible length of the counter. of JP Morgan Chase and shall not be copied or reproduced without written provided. The clear floor or ground space shall be centered on the kitchen work surface and shall provide knee and toe 9 authorization. The contract documents were prepared for use on this specific site in conjunction with its issue date and are not suitable for use an o different 703.5 Visual Characters. Visual characters shall comply with 703.5. clearance complying with 306. 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 inquiry information, error EXCEPTION: Cabinetryshall bepermitted under the kitchen work surfaceprovided that all of the followingconditions are met: another project requires the services of property licensed architects and EXCEPTION: Where visual characters comply with 703.2 and are accompanied by braille complying with 703.3, they shall not be messages, and all other information on the printed receipt necessary to complete or verify the transaction. engineers. Reproduction of contract documents tar reuse an another required to comply with 703.5.2 through 703.5.9. (a)the cabinetry can be removed without removal or replacement of the kitchen work surface; EXCEPTIONS: (b)the finish floor extends under the cabinetry; and 24 min 1. Machine location, date and time of transaction, customer account number, and the machine identifier shall not be required to 610 - 703.5.1 Finish and Contrast. Characters and their background shall have a non-glare finish. Characters shall contrast with their (c)the walls behind and surrounding the cabinetry are finished. x background with either light characters on a dark background or dark characters on a light background. be audible. SEAL 2. Information on printed receipts that duplicates information available on-screen shall not be required to be presented in the form 804.3.2 Height. The kitchen work surface shall be 34 inches(865 mm) maximum above the finish floor or ground. `-` of an audible receipt. EXCEPTION: A counter that is adjustable to provide a kitchen work surface at variable heights, 29 inches(735 mm) minimum OD A n 3. Printed copies of bank statements and checks shall not be required to be audible. and 36 inches (915 mm) maximum, shall be permitted. x cI�C�/� 703.5.2 Case. Characters shall be uppercase or lowercase or a combination of both. CU KENNETH J. 707.6 Input. Input devices shall comply with 707.6. 804.3.3 Exposed Surfaces. There shall be no sharp or abrasive surfaces under the work surface counters. counter T - - •- - MC RACKE 703.5.3 Style. Characters shall be conventional in form. Characters shall not be italic, oblique, script, highly decorative, or of other 804.4 Sinks. Sinks shall comply with 606. • unusual forms. I I I I -- AM S, INA 707.6.1 Input Controls. At least one tactilely discernible input control shall be ( '7/11-81n9- ( FigureL License a 5599 O 904.3.2 Check-Out Aisle Counters cf' 703.5.4 Character Proportions. Characters shall be selected from fonts where the width of the uppercase letter"0" is 55 percent 1 2 3 7 8 9 provided for each function. Where provided, key surfaces not on active areas of l_ l. ._ I '�7 �) minimum and 110 percent maximum of the height of the uppercase letter"I". �I plan �� � display screens, shall be raised above surrounding surfaces. Where membrane 4 5� 6 HT 5 . 6 Figure 904.4(Exception)Alteration of Sales 703.5.5 Character Height. Minimum character height shall comply with Table 703.5.5. Viewingdistance shall be measured as the keys are the only method of input, each shall be tactilely discernable from 904.4.1 Parallel Approach. A portion of the counter surface that is 36 9 g p Y surrounding surfaces and adjacent keys. 7 8 9 1 2 3 inches(915 mm) long minimum and 36 inches (915 mm) high maximum and Service Counters 0 4/20/20 horizontal distance between the character and an obstruction preventing further approach towards the sign. Character height shall * -- be based on the uppercase letter T. # 0 #sl above the finish floor shall be K,M,2584 707.6.2 Numeric Keys. Numeric keys shall be arranged in a 12-key ascending or descending telephone keypad layout. The number five key shall be tactilely (a) (b) 804.5 Storage. At least 50 percent of shelf space in storage facilities shall comply with 811. distinct from the other keys. 12-key12-keyprovided. A clear floor or ground space complying with 305 shall be positioned for a parallel approach adjacent to the 36 inch mm) ISSUE DATE DESCRIPTION ascending descending 804.6 Appliances. Where provided, kitchen appliances shall comply with 804.6. minimum length of counter.(915 Table 703.5.5 Visual Character Height EXCEPTION: Where the provided counter surface is less than 36 inches(915 mm) long, the entire counter surface shall be 36 Figure 707.6.2 Numeric Key 804.6.1 Clear Floor or Ground Space. A clear floor or ground space complying with 305 shall be provided at each kitchen inches(915 mm) high maximum above the finish floor. Height to Finish Floor or GroundHorizontal Viewing Distance Minimum Character Height Layout appliance. Clear floor or ground spaces shall be permitted to overlap. From Baseline of Character 904.4.2 Forward Approach. A portion of the counter surface that is 30 inches(760 mm) long minimum and 36 inches (915 mm) 707.6.3 Function Keys. Function keys shall comply with 707.6.3. high maximum shall beprovided. Knee and toe space complyingwith 306 shall be provided under the counter. A clear floor or 804.6.2 Operable Parts. All appliance controls shall comply with 309. 9 P less than 72 inches (1830mm) 5/8 inch (16 mm) EXCEPTIONS: ground space complying with 305 shall be positioned for a forward approach to the counter. 40 inches (1015 mm)to less 707.6.3.1 Contrast. Function keys shall contrast visually from background surfaces. Characters and symbols on key surfaces than or equal to 70 inches 5/8 inch (16 mm), plus 1/8 inch (3.2 mm) per shall contrast visually from key surfaces. Visual contrast shall be either light-on-dark or dark-on-light. 1.Appliance doors and door latching devices shall not be required to comply with 309.4. (1780 mm) foot(305 mm) of viewing distance above 72 EXCEPTION: Tactile symbols required by 707.6.3.2 shall not be required to comply with 707.6.3.1. 904.5 Food Service Lines. Counters in food service lines shall comply with 904.5. 72 inches (1830 mm) and greater 2. Bottom-hinged appliance doors, when in the open position, shall not be required to comply with 309.3. 904.5.1 Self-Service Shelves and Dispensing Devices. Self-service shelves and dispensing devices for tableware, dishware, A 6/8/20 P€arming comments inches(1830 mm) 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 key: raised circle; Clear /I 6/2/20 Proto 20.2 Updates 804.6.3 Dishwasher. Clear floor or ground space shall be positioned adjacent to the dishwasher door. The dishwasher door, 904.5.2 Tray Slides. The tops of tray slides shall be 28 inches(710 mm) minimum and 34 inches (865 mm) maximum above the or Correct key: raised left arrow; Cancel key: raised letter ex; Add Value key: raised plus sign; Decrease Value key: raised minus in the open position, shall not obstruct the clear floor or ground space for the dishwasher or the sink. finish floor or ground. 4/30/20 Issued for Bid Greater than 70 inches (1780 less than 180 inches(4570mm) 2 inch (51 mm) sign. 4/20/20 Submittal Set mm)to less than orequal to (51 mm plus 1/8 inch (3.2 mm) per counterssecurityseparateh 2 inches ), p u 804.6.4 Range or Cooktop. Where a forward approach is provided, the clear floor or ground space shall provide knee and toe 904.6 Security Glazing. Where or teller windows have glazing to personnel from the public, a method 4/10/20 80% Review Set 120 inches (3050 mm) 707.7 Display Screen. The display screen shall comply with 707.7. 180 inches(4570 mm)and greater foot(305 mm) of viewing distance above 180 clearance complying with 306. Where knee and toe space is provided, the underside of the range or cooktop shall be to facilitate voice communication shall be provided. Telephone handset devices, if provided, shall comply with 704.3. inches (4570 mm) EXCEPTION: Drive-up only automatic teller machines and fare machines shall not be required to comply with 707.7.1. PROJECT INFORMATION BLOCK insulated or otherwise configured to prevent burns, abrasions, or electrical shock. The location of controls shall not require reaching across burners. JOB # JPM14015.0 707.7.1 Visibility. The display screen shall be visible from a point located 40 inches(1015 mm) above the center of the clear floor DATE: 2/25/2020 Greater than 120 inches less than 20 feet(6400 mm) 3 inch (75 mm) space in front of the machine. DRAWN BY: PM (3050 mm) CHECKED BY: AS 3 inches (75 mm), plus 1/8 inch (3.2 mm) per', 21 feet(6400 mm) and greater foot(305 mm) of viewing distance above 21 707.7.2 Characters. Characters displayed on the screen shall be in a sans serif font. Characters shall be 3/16 inch (4.8 mm) high feet(640mm) minimum based on the uppercase letter"I". Characters shall contrast with their background with either light characters on a dark MODEL background or dark characters on a light background. DRAWING STANDARDS v20.2 707.8 Braille Instructions. Braille instructions for initiating the speech mode shall be provided. Braille shall comply with 703.3. 703.5.6 Height From Finish Floor or Ground. Visual characters shall be 40 inches(1015 mm) minimum above the finish floor or 804.6.5 Oven. Ovens shall comply with 804.6.5. ground. 708 Two-Way Communication Systems SHEET TITLE EXCEPTION: Visual characters indicating elevator car controls shall not be required to comply with 703.5.6. 708.1 General. Two-way communication systems shall comply with 708. 804.6.5.1 Side-Hinged Door Ovens. Side-hinged door ovens shall have the work surface required by 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 percent maximum of 708.2 Audible and Visual Indicators. The system shall provide both audible and visual signals. ACCESSIBILITY the height of the character. 804.6.5.2 Bottom-Hinged Door Ovens. Bottom-hinged door ovens shall have the work surface required by 804.3 positioned SHEET 708.3 Handsets. Handset cords, if provided, shall be 29 inches(735 mm) long minimum. adjacent to one side of the door. 703.5.8 Character Spacing. Character spacing shall be measured between the two closest points of adjacent characters, excluding word spaces. Spacing between individual characters shall be 10 percent minimum and 35 percent maximum of character height. 804.6.5.3 Controls. Ovens shall have controls on front panels. SHEET NUMBER 703.5.9 Line Spacing. Spacing between the baselines of separate lines of characters within a message shall be 135 percent 804.6.6 Refrigerator/Freezer. Combination refrigerators and freezers shall have at least 50 percent of the freezer space 54 inches minimum and 170 percent maximum of the character height. (1370 mm) maximum above the finish floor or ground. The clear floor or ground 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 il . exienrr 1 el C.1 IA 1 I I 1 7.1 I I-r n y;� � {i 1 I LJ / r i _ — lY I ILI — ff-0F.F. • OUtin LLI ce a LIJ B.O.GYP.BO.CLG - - 7.10'AF.F. Q 1 -- i ,.... ;r 1 7 A I I �:TW SLI: - - 1 EEECT.PANELS-7------7----7-..„. / - ACCESSES LOCKED AT THE41 0...„,, • Iit -+ TllsE or SURVEY IN W {{ MAN SERVICE 1\i ,,, . - \4B.OitCTCLG. II tHhih fl M 1 >- 04 .Jxci BA-G ..13p CLG V-I O'AFF- 7 CD 0 4 0 N, CV A U o� ;-- I B.Q.GYP,BD.c- L / V) 17E'AEE a> zc2 , ,. pI i_ 1 W J Z r ,_ ,, - I. Q ,, Z A-- 8.1 a II. I- I IL)N 0.2 EXISTING LOWER LEVEL FLOOR PLAN \:—;:t 11811 1 -0" ARCHITECT/ ENGINEER OF RECORD KEN McCRACKEN, ARCHITECT Architecture•Program Management•Permitting 6930 DESTINY DRIVE, #100 .0. .�,5,, ROCKLIN, CA 95677 ( 4 - -- — 1' Contact:A RIANE SAND •ERS I 707.655.4320 CAD ASANDERS@PMDGINC.COM i I,Ig3i0.l-A FI.G. JELG. / f I These drawings and specifications are the confidential and proprietary property 1 f/ �BoR"I i'�A7F0..G of JP Morgan Chase and shall not be copied or reproduced without written • Fauthorization. The contract documents were prepared tar use on this specific + y, dl .11/. yy I site in conjunction with its issue dale and are not suitable for use on a different Ell I I site or at a later time. Use of these drawings for reference or example on another project requires the services of property Ncensed architects and engineers. Reproduction of the contract documents for reuse on another proiect is not authorized. - -- -- -. - SW-1 I'AF..F 11 C t t — — SEAL h n It • Tf U U U "`��� / 3OI011 bLAAT. • I,L Ivs B_O AF.F. . �RO-Vl9 TRUSS r D AAA 7'10'AF.F. c_' l_ AA)C ../ ill 1711'AF.F. „B.O.ACT CLG. —, © �1(\L j‘ E21.79.0%, .o. I / / 11'-0-AFF. C� KENNETH J. 2P-0•AF F- e.a aG�/ _ IUUI M RACKE B'-0•AFT 1 � III I Li),"I #5599 ®/ L+ 1 1 / • �q CO .— : .,, . 3 n n rl 04/20/20 n�// - - . I KJMl2584 -I 4 / IF II I • E ISSUE DATE DESCRIPTION I O liI L I` r I I I I I r • Iiiiao.AcrclG. rrB.o.IF&MT ? - A 6/8/20 Planning comments ---- IQ'-0'AFF, � '� • 7i3'-10-AF-F- \ \ B4O.AC C G — __ — — — — O A 6/2/20 Proto 20.2 Updates BAF'' > r I 4/30/20 Issued for Bid Al 1 l'. . O 4/20/20 Submittal Set - r 1 4/10/20 80% Review Set / 1 I 1 PROJECT INFORMATION BLOCK I i i JOB # JPM19015.0 1IiDATE: 2/25/2020 • I I DRAWN BY: PM 1'y ;„ O' CHECKED BY: AS EXIS MODEL DRAWING STANDARDS v20.2 SHEET TITLE . B.o.scT cLG. B.oI ACT as- — 7-I I'Ar F, 7-I 'AFF- h."—C -, _- _ -_ EXISTING FLOOR PLANS FOR REFERENCE NSHEET NUMBER 0 EXISTING MAIN LEVEL FLOOR PLAN A0.3 vs° X1.011 (1/4/7C1---\\4) A0 • 3 DEMOLITION PLAN NOTES PLAN LEGEND GENERAL NOTES il A-1 (E) EXTERIOR CMU WALL TO REMAIN. 1. DEMOLITION IS REQUIRED OF ALL BUILDING COMPONENTS WHICH ARE INDICATED 8. ELECTRICAL DEMOLITION SHALL INCLUDE REMOVAL OF ALL RECEPTACLES, A-2 REMOVE PORTION OF (E) EXTERIOR WALL AS REQ'D FOR (N) ROUGH OPENING. (E) WALL TO REMAIN BY DASHED LINES. TELEPHONE/DATA OUTLETS,CABLING AND DEVICES. MAINTAIN CIRCUIT CONTINUITY TO REMAINING DEVICES,AS REQUIRED.REUSE ALL ABANDONED 1411 REMOVE PORTION OF (E) EXTERIOR WALL AS REQ'D FOR (N) ROUGH OPENING TO 2. IMPORTANT:COORDINATE EXTENT OF DEMOLITION WITH REQUIREMENTS FOR CIRCUITS WHERE POSSIBLE. A-3 RECEIVE (N) EQUIPMENT. __ __ -_ - (E) WALLS TO BE REMOVED THE SCOPE OF CONSTRUCTION. 9. GENERAL CONTRACTOR TO TAKE ALL NECESSARY PRECAUTIONS TO ENSURE A-4 REMOVE (E) INTERIOR WALL AND FINISHES AND PREP FOR (N) WORK. AREA OF (E) CONCRETE SLAB TO BE REMOVED FOR 3. REMOVE FROM SITE PROMPTLY&LEGALLY ALL ITEMS NOT NOTED FOR THAT EXISTING WORK NOT SHOWN TO BE DEMOLISHED(OR THOSE UNDERIII TRENCHING OF THE ELECTRICAL AND PLUMBING RE-USE/RE-INSTALLATION OR DELIVERY TO OWNER, CONSTRUCTION BY OTHERS,IF APPLICABLE)IS NOT DAMAGED.ANY SUCH ►�����f4 PIPING. LOCATION SHOWN ARE APPROXIMATE. DAMAGED WORK IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO A 5 REMOVE {E} WINDOWS AND PREP FOR (N) STOREFRONT. ������ 4 VERIFY ACTUAL TRENCHING IN FIELD AND WITH 4. MEP DEMOLITION INDICATED ON ARCHITECTURAL DEMOLITION PLAN MUST BE REPAIR TO THE ORIGINAL CONDITION TO THE LANDLORD'S SATISFACTION. COORDINATED WITH THE REQUIREMENTS FOR MEP CONSTRUCTION. 4 PLUMBING AND ELECTRICAL DRAWINGS. CONTACT A 6 (E) OVERHANG TO REMAIN. 1 ARCHITECT IF EXISTING CONDITION COULD PREVENT 10. UNDER NO CIRCUMSTANCE IS ANY BUILDING STRUCTURAL ELEMENT TO BE CUT SAFE AND SUCCESSFUL COMPLETION OF WORK. 5. ALL DEMOLITION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH ALL OR ALTERED IN ANY WAY.BUILDING UTILITIES SUCH AS WATER,SEWER,STORMtin REMOVE (E) FINISHES AT WOOD BOX COLUMNS AND PREP FOR (N) WORK. FIELD APPLICABLE LOCAL,STATE,AND FEDERAL CODES,LAWS AND ORDINANCES.THE WATER DRAINAGE,ELECTRICAL, FIRE PROTECTION,TELEPHONE,ALARMS, A-7VERIFY FOR (E) STRUCTURAL POST INTEGRITY OF LIFE SAFETY AND EXISTING SYSTEMS IS TO BE MAINTAINED IN SECURITY,HVAC AND GAS ARE NOT TO BE TURNED OFF OR ALTERED SUCH THAT ACCORDANCE WITH THESE CODES AND REGULATIONS. THEY AFFECT BUILDING OR OTHER TENANT SYSTEMS.TEMPORARY SHUT-OFF IN • A-8 REMOVE (E) DOUBLE DOOR. AREA NOT IN SCOPE ORDER TO ACCOMMODATE TENANT CONSTRUCTION MUST BE COORDINATED A 9 REMOVE PORTION OF (E) FURRED WALL AS REQ'D AND PREP FOR (N) WORK. 6. WHILE THIS DRAWING GENERALLY REPRESENTS THE NATURE OF THE EXISTING WITH THE LANDLORD. CONSTRUCTION TO BE DEMOLISHED, EXISTING CONDITIONS AS INDICATED HAVE (E) SLAB TO REMAIN. SEAL OFF FLOOR DRAINS, CLEAN OUTS, ETC. AS NEEDED. PATCH NOT BEEN VERIFIED AND NOT EVERY DETAIL OF EXISTING CONSTRUCTION IS 11. THE CONTRACTOR SHALL VERIFY THE CONDITION OF ANY MATERIAL BEING •• A-10 AND REPAIR AS REQUIRED FOR FLUSH, SMOOTH AND LEVEL SUBSTRATE. SHOWN. ITIS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY EXISTING SALVAGED FOR REUSE AND STORE IN A LOCATION THAT WILL NOT ADVERSELY • CONDITIONS, INCLUDING THE LOCATIONS AND CONFIGURATION OF STRUCTURAL, AFFECT ITS REUSE.CLEAN AND REPAIR SALVAGED MATERIALS AS NECESSARY A-11 REMOVE (E) FINISHES, EQUIPMENT AND FURNITURES FLOOR FINISH,PARTITION/WALL,CEILING AND MECHANICAL(HVAC),ELECTRICAL& PRIOR TO INSTALLATION.ALL FINISHES AND ASSEMBLIES SCHEDULED TO REMAIN PLUMBING,COMPONENTS AND ACCESSORIES. SHALL BE RECONSTRUCTED OR REPAIRED TO LIKE-NEW CONDITION. •• A-12 (E) EXTERIOR COLUMNS TO REMAIN (TYP. OF 3). 7. IT IS THE INTENT OF THIS DRAWING TO INDICATE THE EXTENT OF DEMOLITION OF 12. (E)CEMENT PLASTER FINISH TO REMAIN U.O.N.PATCH WALLS AS REQUIRED I :IE A-13 (E) WOOD COLUMN AND FINISHES TO REMAIN, NOT PART OF WORK. FLOOR FINISHES,INTERIOR WALL PARTITIONS, INTERIOR DOORS&WINDOWS, WHERE DEMOLITION HAS OCCURRED. REMOVE (E) SLAB TO ACCOMMODATE (N) PLUMBING. SEE STRUCTURAL AND AND CEILING FINISHES AND FIXTURES. PERFORM DEMOLITION ACTIVITIES WITH A A-14 PLUMBING DRAWINGS. CAREFUL UNDERSTANDING OF SUBSEQUENT NEW CONSTRUCTION 13. CONTRACTOR MUST OBTAIN AQMD APPROVAL PRIOR TO DEMOLITION. L REQUIREMENTS IN AREAS WHERE ADJACENT OR SUBSTRATE CONSTRUCTION IS OU REMOVE (E ) CONC.SLAB AS NEEDED TO ACCOMMODATE ELECTRICAL SCOPE. SEE TO REMAIN AS PART OF THE FINISHED WORK. o A-155 AND STRUCTURAL AND ELECTRICAL DRAWINGS. w a (E) FURRED WALL AND INSULATION TO REMAIN. REMOVE (E) FINISHES AND PREP FOR w A-16 (N) FINISHES. a_ A-17 (E) STRUCTURAL COLUMN TO REMAIN. A-18 (E) CONCRETE SLAB TO BE REMOVED TO ACCOMMODATE NEW SIDEWALK. (E) FOOTING TO REMAIN.SEE CIVIL AND STRUCTURAL DRAWINGS. cl N W •• — — ±105'-0" MO EXISTING — - 4:0 IIIII "III 411 CBD Et_kD M a. IL W,._ o 4 —I x c., I OU4ON A-5I A-5 N CP* A-5 I U Ce 1-0" 1A-1r .. -ir - - - f- - � - - - M lr -I Z Q O -/ 21'-6" or_ 4'-8" '� 13'-71/2" /- 6-11 1/2" �, 2'-2" __ _ __ Q U ILI rg —I %1/4 "0 \ A-5 I it W Q tn...„1 Q A-16 A4 174-411 A16 ZCIAl �- - �- Ikl AlEsa H CM 0 z r ED 11111 IIII a \ .1'. 0 41, I CI) Z '1 CI*_ ICEIM ♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦• ♦♦♦♦♦ ♦♦ •••••••• ••••• ♦�►♦�'••••••�♦♦♦♦♦� A16 I I ® ,�11, 12111 i iii♦iii♦iceell 0) •• ����� i • ►♦i J ,__.J , �- A-8 rA14I ~ A8 r - x -11 1 : 1 ,`�/ (j' ARCHITECT/ ENGINEER OF RECORD • 1 1 I ♦ , ,�♦:� \ • • I A-17 y 11 ; �- 4.-• - - - - 0 KEN McCRACKEN, �,� ,,—,1 L - — 1'-0 • I ARCHITECT A-7 _ 15'-6 1/2" A, 3'-3" / 15'-1 1/2" /, Architecture•Program Management•Permitting E 1'-10" q . 6930 DESTINY DRIVE, #100 ROCKLIN, CA 95677 11-0" . Contact:ARIANE SANDERS ♦ 707.655.4320 ASA NDERS@PMDGINC.COM I I) ♦ A-15 / I I • / I ♦ • 1061 C / ,.- • ♦ (E) SALES AREA These drawings and specifications are the confidential and proprietary properly of JP Morgan Chase and shall not be copied or reproduced without written \ 16 authorization. The contract documents were prepared for use on this specific Zo site in conjunction with its issue date and are not suitable for use on a different site or at a later time. line of these drawings tar reference or example on • % — ^— 0 Fp rA another project requires the services of properly icensed architects and /! 7'-11" t * X engineers. Reproduction of the contract documents tor reuse on another - - - - - - � project is not authorized. / //>?/ \ II II A-10 \ -A-10 As SEAL I A-11 Ali , ,\<,_ v_,D Atz, I I H :, c. KENNETH J. I- A-5 M RACKE I (E) SALES AREA I I • AM S, WA A 7 I� f x License#5599 A-13 V ` C h 1 A-17 I — — 4 9�C O 0�� L•I 04/20/20 I I A�J I I- AA-4I KJM/2584 II II A18 I- - - 7 Ikr 2,0 IISSUE DATE DESCRIPTION - - A-16 I I A-16 I I— - -1 A-16 A-16 I-1- ' J J • !? i' i 1 L \ ! t. 1 I . - - - - - - 1 G- - - I — — I II MI A-1 A-3 A-3 A-2 I A-1 I A-5 • ±15-10" 5-51/2" +2'-61/2" 2'-7" ±2'-2" 3'-6" ±6'-01/2" 6'-31/2" — • - /- / / / / / d' Q 6/8/20 Planning comments A-8 A 6/2/20 Proto 20.2 Updates 4/30/20 Issued for Bid I — — _ _ _ _ _ _ _ _ _ ( G — — \ 4/20/20 Submittal Set 1 I' 4/10/20 80% Review Set --E— III _ _ _ _ _ PROJECT INFORMATION BLOCK - - -- 0I \ JOB # JPM19015.0 I A-1q A-6 I A-1q I A-1� DATE: 2/25/2020 I DRAWN BY: PM A-1 A-5 A-1 CHECKED BY: AS MODEL Il DRAWING STANDARDS v20.2 SHEET TITLE 60'-2" • — �, — — - 5,'-6 DEMOLITION PLAN ±111'-8" _ /', — - - — — EXISTING — _ N SHEET NUMBER 1 DEMOLITION PLAN l(c44 A0.4 1/4" 1 -0" A 0 • PLAN LEGEND DEMO REFLECTED CEILING PLAN NOTES GENERAL NOTES 1. DEMOLITION IS REQUIRED OF ALL BUILDING COMPONENTS WHICH ARE 10. REMOVE EXISTING CEILING PANELS,GRID SYSTEM AND INTERIOR CEILING - - - - - - A-I (E) OPEN WEB TRUSSES TO REMAIN. INDICATED BY DASHED LINES. MOUNTED LIGHT FIXTURES. I__ p - - - - - - (E) WALLS AND HEADERS TO BE REMOVED (E) BOX COLUMNS TO BE REMOVED, STRUCTURAL COLUMN TO REMAIN FIELD 2. IMPORTANT:COORDINATE EXTENT OF DEMOLITION WITH REQUIREMENTS FOR 11. DEMOLISH EXISTING PLUMBING FIXTURES THROUGHOUT TENANT SPACE. A-2 VERIFY. SEE STRUCTURAL DRAWINGS. THE SCOPE OF CONSTRUCTION. ABANDON UNUSED LINES IN PLACE&CAP-COORDINATE WITH EXTENT OF (E) WALL TO REMAIN 3. REMOVE FROM SITE PROMPTLY&LEGALLY ALL ITEMS NOT NOTED FOR NEW WORK.SEE PLUMBING DEMO PLAN. A-3 REMOVE (E) INTERIOR LIGHT FIXTURES AT CEILING AND WALLS. RE-USE/RE-INSTALLATION OR DELIVERY TO OWNER. 12. REMOVE ALL(E)FLOOR FINISHES,TYP.THROUGHOUT ENTIRE TENANT SPACEIOU FI �/� �7 U.O.N. I I I (E) HVAC GRILLES TO BE REMOVE A-4 REMOVE EXISTING GYP. SOFFIT AND FRAMING. 4. MEP DEMOLITION INDICATED ON ARCHITECTURAL DEMOLITION PLAN MUST BE /\ / COORDINATED WITH THE REQUIREMENTS FOR MEP CONSTRUCTION. 13. UNDER NO CIRCUMSTANCE IS ANY BUILDING STRUCTURAL ELEMENT TO BE IL - N IG -._. J REMOVE EXISTING SUPPLY/RETURN HVAC DIFFUSER AND ASSOCIATED DUCTS AND CUT OR ALTERED IN ANY WAY. BUILDING UTILITIES SUCH AS WATER, A-5 ABOVE CEILING MOUNTED HVAC UNITS. PATCH AND REPAIR/REPLACE INSULATION AS 5. ALL DEMOLITION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH ALL SEWER,STORM WATER DRAINAGE,ELECTRICAL,FIRE PROTECTION, NEEDED. APPLICABLE LOCAL,STATE,AND FEDERAL CODES,LAWS AND ORDINANCES. TELEPHONE,ALARMS,SECURITY, HVAC AND GAS ARE NOT TO BE TURNED OFF tin THE INTEGRITY OF LIFE SAFETY AND EXISTING SYSTEMS IS TO BE MAINTAINED OR ALTERED SUCH THAT THEY AFFECT BUILDING OR OTHER TENANT AREA NOT IN SCOPE A-6 EXISTING OVERHANG TO REMAIN. IN ACCORDANCE WITH THESE CODES AND REGULATIONS. SYSTEMS.TEMPORARY SHUT-OFF IN ORDER TO ACCOMMODATE TENANT CONSTRUCTION MUST BE COORDINATED WITH THE LANDLORD. A-7 (E) HVAC UNIT ABOVE ON ROOF TO REMAIN, SEE MECHANICAL DWGS. 6. WHILE THIS DRAWING GENERALLY REPRESENTS THE NATURE OF THE EXISTING CONSTRUCTION TO BE DEMOLISHED,EXISTING CONDITIONS AS 14, THE CONTRACTOR SHALL VERIFY THE CONDITION OF ANY MATERIAL BEING INDICATED HAVE NOT BEEN VERIFIED AND NOT EVERY DETAIL OF EXISTING SALVAGED FOR REUSE AND STORE IN A LOCATION THAT WILL NOT A-8 (E) DUCT TO REMAIN - SEE MECHANICAL DWGS. CONSTRUCTION IS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ADVERSELY AFFECT ITS REUSE.CLEAN AND REPAIR SALVAGED MATERIALS AS VERIFY EXISTING CONDITIONS,INCLUDING THE LOCATIONS AND NECESSARY PRIOR TO INSTALLATION.ALL FINISHES AND ASSEMBLIES CONFIGURATION OF STRUCTURAL,FLOOR FINISH, PARTITION/WALL,CEILING SCHEDULED TO REMAIN SHALL BE RECONSTRUCTED OR REPAIRED TO A-9 REMOVE EXTERIOR LIGHTS. AND MECHANICAL(HVAC),ELECTRICAL&PLUMBING,COMPONENTS AND LIKE-NEW CONDITION. ACCESSORIES. I 15. ALL EXISTING GYP.BOARD ON EXISTING WALLS TO BE REMOVED. 7. IT IS THE INTENT OF THIS DRAWING TO INDICATE THE EXTENT OF DEMOLITION OF FLOOR FINISHES,INTERIOR WALL PARTITIONS, INTERIOR DOORS& 16. (E)CEMENT PLASTER FINISH TO REMAIN U.O.N.PATCH WALLS AS REQUIRED WINDOWS,AND CEILING FINISHES AND FIXTURES.PERFORM DEMOLITION WHERE DEMOLITION HAS OCCURRED. ACTIVITIES WITH A CAREFUL UNDERSTANDING OF SUBSEQUENT NEWU CONSTRUCTION REQUIREMENTS IN AREAS WHERE ADJACENT OR SUBSTRATE 17. CONTRACTOR TO DEMOLISH ALL NON RELATED EQUIPMENT FROM PREVIOUS O CONSTRUCTION IS TO REMAIN AS PART OF THE FINISHED WORK. TENANT NOT RELATED TO THIS PROJECT.THIS INCLUDES BUT IS NOT LIMITED 2 TO ALL HOODS,SINKS,GREASE WAIST,AND KITCHEN EQUIPMENT. w 8. ELECTRICAL DEMOLITION SHALL INCLUDE REMOVAL OF ALL RECEPTACLES, TELEPHONE/DATA OUTLETS,CABLING AND DEVICES. MAINTAIN CIRCUIT 18. REMOVE ALL HVAC UNITS,ROOF TOP EQUIPMENT AND CURBS NOT USED IN L CONTINUITY TO REMAINING DEVICES,AS REQUIRED.REUSE ALL ABANDONED NEW DESIGN SEE SHEET A3.0 ROOF PLAN FOR LOCATIONS. CIRCUITS WHERE POSSIBLE. 19. ALL INTERIOR WALLS BEING DEMOLISHED ARE NON BEARING. 9. GENERAL CONTRACTOR TO TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THAT EXISTING WORK NOT SHOWN TO BE DEMOLISHED(OR THOSE UNDER 20. CONTRACTOR MUST OBTAIN AQMD APPROVAL PRIOR TO DEMOLITION. CONSTRUCTION BY OTHERS,IF APPLICABLE)IS NOT DAMAGED.ANY SUCH DAMAGED WORK IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO REPAIR TO THE ORIGINAL CONDITION TO THE LANDLORD'S SATISFACTION. el le OE% CV W t105-0" _ TEXISTINGI. Im B A ri) MI 60`Z� - 44-1°" �_ a. CO 0 MI = N ° NODI I I osa 0 � `L o ce - - lr - l -ir-. . . I Z 0 Q 0 1 F_ -71 _ -11 1 , It la tg ; ow _ _ - -. 0 , 1 1 i I 1 _t _ _ 1._ _1 r_ __1__ _ _T _ _ T_ _ _ _ _ _T __ __ T_ __ __1__ _I ri- -- 7 1 I - 1 a- Ili 4 v) a — I rt _ i _ _l_ I _ l _ � � � � � � —; � � � T -1 'OCA - - - - - - - - - - - - - - - -- W - - , 1 I 1 I Z O co ,_, -r 1- k -1--• - -i 7 ./ ,, 1 --i 1 L 1\,7_,,_ _L . .., 0 MIMI Z Irmo I il , T- ` I II , I I ,1I I I , ! I I I 11 I I , I zII- 1 /7 /\\I 1 + 2\\t_ la —1 4 r- I I I __ I I I ��1 I A6 �T' I I— ■ A3 -r I I1 ,_ 4 Imo A3 A-6 I,mo ! en IT —� II As I I IH —I ki-,J I ,,..Jv 1 1 1. 1 , 4/4/\ ,,,L,I J � 1 . lu. ,-.., ! I / Ii—I 1 Ni ! , ,r I , 1 1 ® r ____ � I 1 ��� I ) - ---h-_ � ARCHITECT/ ENGINEER OF RECORD 1- �� LI IA_5 ! I 1 A_5 I1 - - - - CO KEN McCRACKEN, '` � �-- �1 ---f 1 � -- - ARCHITECT �� — 1 � I ,� I 1 I I I I I 1 Architecture•"Program Management•Permitting I — - - -I — —t — �- = . �-I II - - � � - 1 t � - - 6930 DESTINY DRIVE, #100 ROCKLIN, CA 95677 AA A-3 I A4 T ! A-4 1 Contact:A RIANE SANDERS ! — 1 - -a--- - 1 - - - I � — I - - �- I �\ � 41 � 707.655.4320 _ / I �� — ASANDERS@PMDGINC.COM ji -1 ! I 1 1 I o1 I I I - 1 I I I I I/7\d I 1 _L N . ---� — 1-- I 1 I 1 !/ H- 7--r i- t- --r ; I I I I I I_ _ 1 Ii___ _t I 1 1E) SLES AREA , These/ - - —t —;1:--I — 7 I L 1— 4 - ! — - 1 — of JP Morgans Chasand e and shall not bifications are e copied or e confidential without property J� — I 1 ' authorization. The contract documents were prepared for use on this specific / / � 1 I //, \ I 1 I I I ! ! I I — — ' L site in conjunctionawith its issue date and are not torrsuitable for use on a different n \1 I\ 1 I �— — - - - - site or at a bier time. Use of these of drawings For reference or example an ca Cl) another project requires the services at property licensed architects and H X engineers. Reproduction of the contract documents fa reuse on another / "' project is not authorized. 0 ,. / . t , 1 _- `i- I 1 F— t [ I I !i SEAL � �� I I � I � J — � � � — I— � � 1____ _i_ _LH J_ _1 � � � � � I � 'Ii EDAM A-7 A5 I 1H o G3��`\ �/�e (E) SALES AREA I I I ! I I 1 I A 6 ! I I I 1 I I— ---- I— --1- I I j I MEN RACKS I I I I I I IA I ! 1 1 I I I I I II.11 - - - - - A A-2 - - \ -- + \ — H — H -41 ( \/ I \/ I fi \/ I I II J� 'AMe#5WA /. ,. ,. I II q 1 f O C I (11::) A-3 I I �I /* ' I ! _ I _ 1 1 I I 1 ! I I I I I I � � — I � 04/20/20 1 1 I— I' KJW2ssa 1 1 I 1 I ! ! I I I 1 ! 1 1 1 1 I I I — — p — — — }— � H � it1 [] / 'ItI I pI! I ! ISSUE DATE DESCRIPTION L 1 —[ _ 1_ _L _1 _ 1_ 1 _ I_ -4.-- , I I II J I 1 - - L - -1- - 1 - - - -�- - L ... I.-. -. --_i � - i1 li — I LJ - -I1 II L I I - - I I — I 1 I - - I- CT LI LJ 0 ' ii A-5 '1 ,/ I I - c' IL _ N A 32 6/8/20 Planning comments Qj 6/2/20 Proto 20.2 Updates _I - - - - _ _ _ - - - - - 4/30/20 Issued for Bid 1— - - - _ - \ 4/20/20 Submittal Set I I. 6� 4/10/20 80% Review Set 4 M PROJECT INFORMATION BLOCK - - JOB # JPM19015.0 DATE: 2/25/2020 DRAWN BY: PM CHECKED BY: AS / MODEL \ DRAWING STANDARDS v20.2 SHEET TITLE DEMOLITION 60'-2" . --� 5I-6" / REFLECTED CEILING —_ -- - _ _ ±111-8" PLAN EXISTING N SHEET NUMBER DEMOLITION REFLECTED CEILING PLAN 1( 1 AO"4"1 1/4" = 11-0" AO . 5I ROOF PLAN KEYNOTES li p A-1 (E) HVAC UNIT AND CURB TO BE REMOVED. PATCH/REPAIR ROOF AS REQUIRED. A-2 (E) HVAC UNIT TO REMAIN. A-3 (E) METAL ROOFING TO REMAIN. A-4 (E) SCREEN PARAPET TO REMAIN. . Lu tn ,,.., ® E- A� _...... < I , I I I i I 2 LL 0 uJ CC 0 Q LU ce1 1 el ille 001% NW co . ii. SOLUTION #3 - 75" in I— I_ co) > a. 0- Ill 5,' _ _ (E)ROOF SLOPE 0 4 -I I co A 3 ® o� µ� } 5 (E)ROOF SLOPE r 0 0 4 0 i.- SOO N u. 0% CO O a V oc wi - - - - of) ZpQo a C/3 itW � o LLo 0 � `(E)ROOF SLOPE (E)ROOF SLOPE iCu-x A-4 W CIN W4 "' a MI > Z .0 0 0 (E)ROOF SLOPE / I 0 _ J. I. Li, �� Cli W J v, A-3 a 0 CI) Z 0 ce A-4 w a I- A-24111 I `IIIIIIO I I (111111) L 1 I I I I 0A —J rn o ARCHITECT/ ENGINEER OF RECORD 0 CC LU SOLUTION #7 - 32" W KEN McCRACKEN, AA 0 A-4 - ARCHITECT 0 0 cc 6930 DESTINY DRIVE, #100 LT', ROCKLIN, CA 95677 V Contact:ARIANE SANDERS I - - 4 707.655.4320 ASANDERS@PMDGINC.COM w (E)ROOF SLOPE (E)ROOF SLOPE 0 Tri LU `L O0 0 O w ce LL 0 0 1! i' w These drawings and specifications are the confidential and proprietary properly T 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 al a later time. Use of these drawings for reference or example on . I CO another project requires the services of property licensed architects and engineers. Reproduction of the contract documents for reuse on another project is not authorized. (E)ROOF SLOPE (E)ROOF SLOPE F SEAL i — — — — — — — — — — — — — — _ — KENNETH J. �� 6 MC RACKS • --yr--- - - - AM S,WA 0 j:/), License If 5599 'fiF OF QI' 04/20/20 KJM/2584 (E)ROOF SLOPE ISSUE DATE DESCRIPTION A6/8/20 Planning comments /I\ 6/2/20 Proto 20.2 Updates 4/30/20 Issued for Bid 4/20/20 Submittal Set 4/10/20 80% Review Set PROJECT INFORMATION BLOCK JOB # JPM19O15.0 DATE: 2/25/2020 DRAWN BY: PM CHECKED BY: AS MODEL DRAWING STANDARDS v20.2 SHEET TITLE DEMOLITION ROOF PLAN NSHEET NUMBER 1 DEMOLITION ROOF PLAN 1(:• %-! A0.6 1/4" = 11-0" 6 AO • SLAB PLAN KEYNOTES SLAB PLAN LEGEND SLAB PLAN GENERAL NOTES il A-1 OUTLINE OF EQUIPMENT, SEE SCHEDULE &STRUCTURAL DRAWINGS FLOOR RECEPTACLE SEE ELECTRICAL DRAWINGS FOR 1. GC TO FIELD VERIFY ALL DIMENSIONS AND PLUMBING11111111 POWER/DATA FLOOR BOX. SEE ELECTRICAL DRWGS. COORDINATE -I MORE INFORMATION. FIXTURE/ELECTRICAL DEVICE CUT SHEETS PRIOR TO FINAL INSTALLATION AND DISCREPANCIES SHALL BE IDENTIFIED TO A-2 WITH VENDOR FOR EXACT LOCATION.SEE STRUCTUAL DRWGS. FOR THE ARCHITECT CONCRETE CUT AND PATCHING. PLUMBING AND ELECTRICAL PENETRATION THRU 0 SLAB SEE PLUMBING AND ELECTRICAL DRAWINGS 2. GC SHALL VERIFY EXISTING SLOPES OF DELIVERED SLAB AND 1111 A-3 CONDUIT PENETRATION THRU SLAB PER ELECTRICAL DRAWINGS FOR MORE INFORMATION. NOTIFY ARCHITECT AND PM OF ANY DISCREPANCIES. A-4 PENETRATION THRU SLAB PER PLUMBING DRAWINGS CONCRETE SLAB TO ALIGN AND MATCH WITH (E) 3 ARCHITECTURAL CONCRETE IS TO BE WELL VIBRATED, CLEAR '. CONCRETE AT ADJACENT SLAB, SEE STRUCTURAL OF ANY HONEYCOMBS AND TO HAVE A SMOOTH EVEN ' SHEETS. G.C. SHALL POUR SLAB TRUE AND LEVEL AS TEXTURED FINISH OR AS NOTED ON DRAWINGS. FOR TRENCH A-5 RECESSED ELECTRICAL PANELS. • ± + REQUIRED. INFILL AT SAW CUTTING SEE STRUCTURAL DRAWINGS. 4. ALL INTERIOR DIMENSIONS ARE FINISHED SURFACE TO A-6 FLOOR DRAIN. SEE PLUMBING DRAWINGS. (E)WALL TO REMAIN FINISHED SURFACE. U.O.N. A-7 (E) CONCRETE SLAB TO REMAIN. ■ m io l— lE m DEMISING WALL 5. SEE A1.1 FOR PROPOSED FLOOR PLAN LAYOUT AND DIMENSIONS. A-8 APPROXIMATE LOCATION OF SEWER LINE. SEE PLUMBING 6. GC SHALL PROVIDE 15 MIL.VAPOR BARRIER AT ALL INFILL SLAB. DRAWINGS. AREA NOT IN SCOPE I OU0 fY Q lZ w lY CI 1111 oleo% _ 1105'-0" — (SI la EXISTING -, I- m1 1@ + B q 1"' 0. CIN W 60.-2" 44-10'd' 44'_10• f o 4 x N 1 1ovaoI. N I CV - CIL 1 COCU w I I' „ _ _ - 11 el Z a o 1 W o ____•I I 20' 6" _ 1'-4" 1'-4° 15'-1" 7'-2" 1 " O - 4 y Q PCS 8 PCS 7 PCS 6 PCS 5 I Z CII00 - • 0 i mil EZ 4—° 1.... a A-3 W J 1 a immi R . j , . •• "'\ ' . • C. C ) Zl - = 11t i l —JI = I ' IIIIII \ z SOLUTION #3 75 a� ' ` L -11 A-3 COI - -. A-4 I d LOUNGE �- ' _ `� �N r� I,. -' 11.,z. r . [ 1 A-6 E, Z- (11118) JAN. - �� A-2 ''T A6 A7 5 5_'71 I �, RESTROOM RESTROOMEN DATA 1 A 3 T 1 11742 EB,i 1 2 1 '" - 4. -• n 1 1 \ :. + c_ ARCHITECT/ ENGINEER OF RECORD KEN McCRACKEN, 14 r � . -- 11742LBS1 � , ARCHITECT Al- C__ _ --- A-4 BOOTH 4 6930 DESTINY DRIVE, #100 ED ' ROCKLIN, CA 95677 HALLWAY 2 HALLWAY 1 ... I Contact:ARIANE SANDERS a. ROOM BOOTH 3 �0�.635 ASA NDERS©PMDGINGINC.COM r [LI I I I I I i J E A2 I I ' 13577 LBq •• CI I J 18'8" 15'-9" L " (j These drawings and specifications are the confidential and proprietary property A1 of JP Morgan Chase and shall not be copied or reproduced without written authorization. The contract documents were prepared for use on this specific -� 1_• 7 I o 0 site in conjunction with its issue date and are not suitable for use on a different i MANUAL — A r — — site or at a later time. Use of these drawings for reference or example on CASH C-3) ib (A another project requires the services of properly icensed architects and TRANS. 5 engineers. Reproduction of the contract documents for reuse on another / ROOM __ project is not authorized. // 4/ I I SEAL I4. QED AR ���yy C� KENNETH J. SOIilr# r= �ItIG�� M RACKS ' AM S, WA -' �1��7 License#5599�� 04/20/20\ I - - \ 4 7OF 0� PRINT ROOM – A•1 [-1 KJMl2584 CCS 1 CONFERENCE 2 ENTRANCE r ISSUE DATE DESCRIPTION I r I /1742 LBS/ E - -I I I {{{L, 11886 LBS ,' '�. .; • il 11IIrI - IIrIIr -1, . I , I- . GOI 1 / ' ±15-10" — �5'-6" , ±2'-6" 2'-7" ±2'-2" 3'-6" ±6,-0" 6'-4" '' a — / ' / — — `. A 6/8/20 Planning comments ii- -1- --- A 6/2/20 Proto 20.2 Updates • 4/30/20 Issued for Bid •1 _. - — — — — — — — — — — — — — Submittal et _._ - --- -- _-. (-- D 4/20/20S �tt I S m 4/10/20 80% Review Set M I ( PROJECT INFORMATION BLOCK 11 1 ;1 — — `, JOB # JPM19015.0 DATE: 2/25/2020 DRAWN BY: PM CHECKED BY: AS fMODEL . DRAWING STANDARDS v20.2 SHEET TITLE r • 60'-2" -- -, 5P�*1- /1 LAB PLAN Ii1111'8' r 1 I T - --- ----- EXISTING _. – - - l N SHEET NUMBER 1 SLAB PLAN '(: ;!t' A1 .0 114" = 1' 0II FLOOR PLAN NOTES DEMOUNTABLE PARTITION SYSTEM WITH INTEGRAL DOORS AND il A 12 POWER, DATA AND SECURITY CONDUIT SYSTEMS, ANCHORED TO FLOOR PLAN LEGEND GENERAL NOTESA-1 (E) BUILDING WALLS TO REMAIN. BUILDING WALLS, SUBFLOOR, AND BULKHEADS. COORDINATE WITH VENDOR. SEE DETAIL 13/A5.2.1. A-2 (N) STEEL COLUMNS-SEE STRUCTURAL DRAWINGS. 1. ALL INTERIOR DIMENSIONS ARE FINISH SURFACE TO FINISH A-3 (E) COLUMN. PROTECT IN PLACE. A-13 STOREFRONT GLAZING SYSTEM, SEE WINDOW TYPES. (E) EXTERIOR WALLS. FINISH W/5/8"GYP BD. ON THE SURFACE OR CENTER LINE OF COLUMNS, UNLESS OTHERWISE 1 INTERIOR SIDE. PROVIDE FURRING AND REPAIR NOTED. III ONE WR RATED DEMISING WALL. PROVIDE SECURITY MESH, INSTALL A i4 RECESSED MOUNTED ELECTRICAL PANELS, SEE ELECTRICAL INSULATION AS NEEDED. A-4 TO 12' AFF. SEE WALL TYPES AND STRUCTURAL DRWGS. DRAWINGS. PROVIDE LOCKING ENCLOSURES. 2. ALL WALLS TO RECEIVE A LEVEL 4 FINISH U.O.N. A 15 HI-LOW DRINKING FOUNTAIN, SEE CHAPTER 6/A0.2.2, INTERIOR DEMISING WALL FRAMING. PROVIDE SECURITY MESH 3. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH A-5 (E) OVERHANG. ELEVATIONS AND PLUMBING DWGS. ON INTERIOR SIDE UP TO 12' AFF. SEE WALL TYPES. SEE STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING CUSTOM SHOP-FABRICATED BUILT-IN MILLWORK BY G.C.: MOP SINK & WATER HEATER ABOVE. SEE INTERIOR ELEVATIONS AND STRUCTURAL DRAWINGS. DRAWINGS AS A COMPLETE SET. A-6 REFER TO INTERIOR ELEVATIONS-SUBMIT SHOP DRAWINGS AND A 16 PLUMBING DRAWINGS. ' 4. PROVIDE BLOCKING AND BACKING AS DEFINED 1N FINISH SAMPLES TO ARCHITECT FOR APPROVAL INTERIOR NON-BEARING PARTITIONS, EXTEND STUDS 6x6 INTERNATIONAL ADA SYMBOL MOUNTED AT ENTRY DOORS PER SPECIFICATIONS AT 2'-0"AFF AND 8'-0"AFF IN (E) WALLS AND A-17 6"ABOVE CEILING.SEE STRUCTURAL FOR NEW PARTITIONS, FOR ALL CASEWORK AND ACCESSORIES. FULL HEIGHT WALLS, EXTEND WALLS TO UNDERSIDE OF ROOF TRUSS. CHAPTER 7/A0.2.2 AND A0.2.3. MENEM Ull A-7 COORDINATE WITH FIXTURE SHOP DRAWINGS. FULL HEIGHT GYP. BD. W/INSULATION AT RESTROOMS. CONNECTIONS A-18 TACTILE EXIT SIGN PER CHAPTER 7/A0.2.2 AND A0.2.3. A 8 FLOOR MATERIAL TRANSITION: 5. PROVIDE WATER RESISTANT GYP. BD.AT ALL WET LOCATIONS. A-19 FLOOR OUTLET, SEE ELECT. DRWGS. INTERIOR NON-BEARING PARTITION FULL HEIGHT REFER TO CHAPTER 31A0.2.1 AND SHEET A3.3.1 WALL. EXTEND TO UNDERSIDE OF ROOF TRUSS. SEE 6. ALL DOORS TO BE LOCATED 4"FROM PERPENDICULAR WALL A-20 ADJUSTABLE SHELVES. PROVIDE BLOCKING. STRUCTURAL FOR CONNECTIONS U.O.N. EQUIPMENT/ APPLIANCE: PROVIDE 4'x8'x3/4" FIRE RETARDANT PLYWOOD IN DATA ROOM ALL REFER TO EQUIPMENT INSTALLATION MANUAL- COORDINATE WITH 7. FIRE EXTINGUISHER CABINET SHALL BE RECESSED WITHIN 6"WALL. EQUIPMENT INSTALLER- PROVIDE ELECTRICAL, DATA AND SECURITY A-21 4 SIDES. DO NOT PAINT OVER MFR. LABEL. FOR INTERIOR EXTERIOR WALL. CMU WALL TO MATCH AND ALIGN A-9 ROUGH-IN WORK AS REQUIRED- FRAME WALL OPENING AND ELEVATIONS SEE ELECTRICAL DRAWINGS. W/ADJACENT (E) WALL 8. WALL, FLOOR AND CEILING SHALL NOT EXCEED THE FLAME PREPARE FLOOR SUBSTRATE AS REQUIRED. PROVIDE BLOCKING IN A-22 WATER HEATER EQUIPMENT, SEE PLUMBING DWGS. SPREAD CLASSIFICATION IN OSSC TABLE 803.13 WALL AS REQUIRED. REFER TO CHAPTER 3/A0.2.1. AUTO DOOR BUTTON. PROVIDE 30"x F ••' S■ACE W/ 2% A-23 9. FOR ELECTRICAL RECEPTACLE MOUNTING HEIGHTS TO COMPLY CROSS SLOPE CENTERED ON DEVIC PER DETAIL 1/A3.2.1. WITH OSSC SECTION 1109.13 & CHAPTER 3/A0.2.1. SEE INTERIOR FIRE EXTINGUISHER AND CABINET: - - - - h - - - ELEVATIONS AND ELECTRICAL DWGS. PROVIDE THE MINIMUM NUMBER AS REQUIRED AND COORDINATE A-24 5'X5' CLEAR LANDING AT DOOR TO BE 2%CROSS SLOPE. U- LOCATIONS WITH CODE REQUIREMENTS AND ADJACENT 10. WHERE SLAB PATCHING OCCURS SEE STRUCTURAL. A 10 ACCESSIBILITY CLEARANCES. CABINET SHALL NOT REQUIRE TIGHT A-25 SIGNAGE BY SIGN VENDOR.SEPARATE PERMIT. SEE ELEC. DWGS. Q GRASPING, PINCHING OR TWISTING OF WRIST TO OPEN. FIRE ATM SURROUND BY SIGNAGE VENDOR, SEPARATE PERMIT. A-27 `L EXTINQUISHER MAX. HEIGHT 48" AFF. COORDINATE INSTALL WITH ATM EQUIPMENT VENDOR. IT SOFFIT/ BULKHEAD ABOVE: AUDIO/VIDEO EQUIPMENT- REFER TO INTERIOR ELEVATIONS, A-11 REFER TO REFLECTED CEILING PLAN, INTERIOR ELEVATIONS AND A-28 ELECTRICAL AND A/V SOLUTION DRAWINGS. STRUCTURAL DRAWINGS. STOREFRONT GLAZING SYSTEM. SEE WINDOW TYPES AND INTERIOR A-29 ELEVATIONS. A-30 TABLET CHARGER M N W EXISTING �, EXISTING - - - - -- 2 - E,C I A2.0 B -A a. W _ __ 60'-2" - _ _ , 44'-10" - / eil c_ MULLION! 0 q X ci r I PARTITION I 0 t) Q U i: N 45'-11" 10'-0" _ - ±1i'5" SOFFIT ±11'5' 10'-0" I 1J.. i . IL WC1 @BASE A29 I CI I 14'-3" T-11" T-5" r 11'A 1" _ 4'-3' 5'_6112' 6'-10 112" A-29 \� A-29CO V Ce KG� I - -' - - a E M Z ao WB1 1 I11. Q - I din H I i. - - - - �. 4t 0 r 1 �wM�-I: I 1 . I I �� 1" 11 I F A-29 A-12 -I I ti A-12 I A-12 A5.1.11 1 __ I 1111 W .o 4 Al I I /�-� A8 I( -- ---� I A8 WB1OOP Z CI C°O 1 A -- WM I I, • :1 - - - - - tI - - _ ;I- _L I I i I PCS7 PCS6 ',,WM �O 1-- I 0 r A 16 I A 20J D B PCS 8 I 1 PCS 5 Z i, I7 I I' '�wL A-s I _ I ILLI mil 4 �- ' c � - @BASE - - . (1) Z1 l�- f �`. L. l r- .r , r- I I�. �. t�-�I j� i ,- \II I " <II �''` --- �i ■ L wJ1 A �- - � , A7 ; Al I SOL TION #3 - ' 5�f I I� . I- `�� Q I_ iI- ( : :-II] CWJ2 __ - -E_1A11 A11 III All I- - I `,1 I ;._ :) i 5-11" J. 9'-0" I I / D 321A5.1.1 B i A-10 WJ2 I I Ci) WD wKl j - , I WK1 - ❑ JAN. . --mail L I A2s L -- ----- _ _ �oo 1 1 LOUNGE 1 LA-9 il nen p�� 2�` ❑ - ❑ p��+To■� - a� ' CI) r--RCh7TRM#2'f l riCESTR�tl --�( _r--1 - .... -- - 7 C I`\i- � r, ' _ - 11 I I I I I I I 4 f A-7 .__ �* 1'-4' MEM 1 ___L�===,��r - =-�1 �1 • I 1 I1 I I i A 1I 1 DATA �►� ■ .r%"� ` ,1 A 1 \ I i 1 ] A± L 11'-1" 0 t I I 341, -1--- i D aA5.1-1 s II 4 L 1 ;yam , 1 5'-0` t L 1 1 J "" - - 4- J 11 I I I A_3 r` 111 `1 E1.2 * A-4 \ --- -- ---�-- / \ 1 1�. I- I c\ I I - - - - _ 1 ><153alli 1 WI ARCHITECT/ ENGINEER OF RECORD 7 - 1I - - - I 1 , A9 ` ■( 8F - �'-`ti / 7F �. 6E 1 I 1 ( 3E1 �q ti 1 • ® l 1 e s_ Jn11 � ; �``r -} �� ❑ k 11 BOOTH 4 1 •, -- - - 0 - - -- �._. #..� ISI - - --- --- 1 1 � A-s 1 � , A-19 I KEN McCRACKEN, 1 - L`L r 9�' ` -,_.---t A. 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I C 1 \ 1� r I 1 ROOM I Architecture•Pregresm Management•Permitting I I I I I I 1 II IW I I -1 -1 < WJ2 115.0° ` �1L I < , WI 1'` , `I 6930ROCKLIINYCA 1956771 (30 1 5'-3,r2" 1 I 4'-1"I HALLWAY 1 I I( \ 1 ' " HALLW `Y 1,1 / 1 ` ,:-' ` '� ' ' I \. 1 { 4�-0"Nl1N.SLR . 1 rj-M I / I/ 1 1 1 I I I 1 1 112" I I \ 1 1 '-9"E - 4"-5" u, 10"- " I t `< 1 " / 9 H I I I 1 1 1 I I 1 I I I . �1 111 1 ` _, Contact:ARIANE SANDERS - / l 1 I L-_ WD _IBS 4IA5.1.2 B L --- j L _ 10-11___ -_ \T-0" , 2'-7' I L_ T�1" 1 2'-1" 1 1 ` 1 1 ' .-`-.72-2-- 707.655.4320 I I I > 1 '� -- A8 1 1 _� _� ASA NDERS@PMDGINC.COM - 1k -- A -kr* - --- - 1 \ = _- I o 4,." 14. - - - - . . . . . . -- - - - i- - - - - - - -- - - - �" 1 - .-- BOOTH3 B - A 14 o, ( 10 G ) W II A-11 11A3.1.2 � ;--- WD N / , \.. , r==- X3411 34,-; 1 wl A-4 i r: - A-6 LOBBY I __ I H� A19 � � F' -- A � � ��-"TRI �` -_ These drawings and specifications are the confidential and proprietary properly - El ,�1 I I n I I, F t _1 ` of 1P Morgan Chase and shall not be copied or reproduced without written Ell 1r 1 q 1 III 1 a �2/A5.1.21 A authorization. The contract documents wereprepared for use on this specific W I I I I 3 H V ,I I 2 pea A 6 1 I L_111110 r�ttI 0 site in conjunction with its slue date and are not suitable foruse on a different '�_i 1 ¢ -J rgN I - 1 CO o z A2.2 site or at a later time. Use of these drawings for reference or example on C 11A51A B u m I-I I I I I l I - // DRT B r u7 another project requires the services of property licensed architects and ES-- --# LI rn �� +I X• A 31A512 n � nA6IwprojectisnotauthorizedI A4 4_-+ �41 z, L i..- J 5.-0. II I 7 �"YW^ CASH I /III II SEAL r'---4-4 r M?4NUAL TRANS L-111111- __ 3 30" H ROOM ^ al ; 7/1I� 5'-0' 4'2"! 4'5" � ��A2.2 I.r 11A5.1.2) - L D - �'_� I COMMUNITY WALL / __ , _.D A,�C�, r o 34" H ,a' A-9 I : iii I A 28 Al 1 A$ WM A 11 �� KENNETH J. /- WD - � I i LTJ L111 I �n �� E , ____ . li� SO • TION #7 - 32 �, n -- A 11 1` 11A5.1.4 1__� _msµ,_ MC RACKE / J 1 ,I I I 1 q - -- - r ,- �a i1- I A 29 1 • A-30 L �� A-10 f j I i1As1x o � I 2f - 1 1 - - - , 1 - AM S, WA c'- . . . . . - - - - - - - - - -- - - - ..u." - - - - - - Id r s . - r n` I J , I I I w fl License#5599 I WD1 �, , i /moi I,/,„,\A 1 1 �I o �� V\u � � � " -__- I \/ I I CONFERENCE 2 - - \ OF A3 A-12 •f Cel.� 1 0 2/A5.1,4 B ~I I I �- --- �� 04/20/20 L 1 11-8, 1 -- - - ._ m PRINT ROOM! i J A A8 A ^ _ - t-�---- 9I KJMl2584 A I I 1 I D z1A5-1.3 B lel WM D 1fA5.1.3 B WI 27-6" • 15'10" 6'-3" A 23 .-- � _�, - - As 1 1 CCS1 A 18 \ 34111Lil Lrrr'r 1 /� `D ISSUE DATE DESCRIPTION I , ,:_----" li 1 �1 ' 7 A9 j j LA9 J J q. CA� L1-) J1 i °a i i a J / \ I � II 7 [ _ - II II - 17 I 13-) CI ® I VESTIBULE i / 1 1 1 1 WB1 A27 1 I I 1D I I L9 7 -( 12-A / --- A-24 ! (-9-- 5.2.2 1 L -_A.U. 1- A 29 j A-29 0 W -- , / 1 5'-10" L 2 -J2'-11" " 2'-0" 11'$' r 2-1' 6'-01/2"R.O. 2'-1' 4'-2 112" 6'-0"(E) 4,B" / \ 6/8/20 Planning comments ___� 10'-2112" 10'-11' i 11 1 1 I 4_ PARTITION! / I I 1 I I \ i - A-24 SOFFIT 1 4/30/00 Prated or gd o 20.2 dates 1 1 H � 4. - - -- __ 111 - - - - -- - - - - - - 4/20/20 Submittal Set t�+ a 4/10120 80% Review Set PROJECT INFORMATION BLOCK :,.. I; II -s--I - II Imo.. I • - - - \ JOB # JPM19015.0 1 O �� A 5 [ - ] [ - 1 0 DATE: 2/25/2020 A-29 i DRAWN BY: PM CHECKED BY: AS 24-8" MODEL 2 DRAWING STANDARDS v20.2 A2.1 SHEET TITLE I I --- I - - 60'-2" 51'-6" f FLOOR PLAN I ±111'-8" EXISTING ". N SHEET NUMBER 1 FLOOR PLAN Iil A1 .1 114" = 11-0" A 1 1 . l • LEGEND FINISH PLAN KEYNOTES L J DEMOUNTABLE AND SUBFLOOR BLOCKING )til1iMik Li y4B-40p WB-403 CERAMIC TOOL CO.#14 BCT MILLWORK BY G.C. -SEE A-1 ROOM IDENTIFICATION SIGNAGE BY VENDOR.SEE CHAPTER 71A0.2.2 AND A0.2.3. BACKWARD CARPET TRIM IN Q DEMOUNTABLE PARTITION INTERIOR ELEVATIONS AND1,/ CLEAR ANOD.ALUM. AND SUBFLOOR BLOCKING DETAILS ON SHEET A5.3.1 I J SUBFLOORBLOCKINGISHIMS SUBFLOOR BLOCKING/SHIMS A 2 3' DIA.GROMMET ,____ / ./ 7 A5 REQD. � AS READ. JOHNSONITE LS40E SUBFLOOR Y - JOHNSONITE LS-00-E SUBFLOOR LEVELING SYSTEM OR LEVELING SYSTEM OR BRG (BULLET RESISTANT GLASS) A-3 FLUSH MOUNTED POWERIDATA FLOOR BOX OR CONDUIT STUB UP 5EE ELECTRICAL DRAWINGSLIQUID-APPLIED SUBFLOOR LIQUID-APPLIED SUBFLOOR FEATHERING AS REQUIRED • !�_ FEATHERING AS REQUIRED A4 4'X8'X314"FIRE RETARDANT PLYWOOD(5 TOTAL)IN DATA ROOM(4)SIDES.DO r � NOT PAINT OVER MFR LABEL. • �1 1/811 11811111 ALL FURNITURE AND BANK EQUIPMENT FURNISHED AND INSTALLED BY CHASE 21x4' 1o" 2114" 1'-0" A 5 VENDORS. REFER TO MATRIX ON COVER SHEET AND FINISH PLAN FOR CCARPET (RESILIENT SIMILAR) A-6 ATTACH RUG SECURELY WITH DOUBLE STICK TAPE AN ga 3 TY P. WALL BASE 4 DEMOUNTABLE WALL BASE TYPES FINISH PLAN GENERAL NOTES A_7 CASH CHEST TO BE ANCHORED TO SLAB-SEE STRUCTURAL DRAWINGS. Al .2 3„ = 11-01, Al .2 3" = 11-0" 1. ALL WALLS INCLUDING EXISTING TO RECEIVE PT-500 AND WALL BASE PER SCHEDULE UNLESS NOTED OTHERWISE. A-8 FLOOR FINISH SHALL CONTINUE UNDER COUNTER AND EQUIPMENT, 2. ALL WALLS TO RECEIVE A LEVEL 4 FINISH U.O.N. 3. PROTECT ALL TILE AND GROUT WITH WATER BASED PENETRATING A-9 eATMs TO BE ANCHORED TO THE FLOOR SLAB- SEE STRUCTURAL DRAWINGS. SEALER. 0 Lu 4. THE EXPOSED WHIP OF BLINDS SHOULD NOT BE VISIBLE TO PUBLIC A--10 FLOOR DRAIN.SLOPE FLOOR TO DRAIN 2%MAX.ALL DIRECTIONS. rz VIEW. w ae 5. PROVIDE WATER RESISTANT GYP. BD. AT ALL WET LOCATIONS. A-11 START POINT FOR FLOOR TILE. 6. WALL, FLOOR AND CEILING SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATION PER OSSC TABLE 803.13. A-12 PAINT DOOR AND FRAME TO MATCH ADJACENT ACCENT WALL PAINT. 7. SEE SHEET A3.3.1 FOR FINISH SCHEDULE. A-13 PROVIDE CLEAN STRAIGHT ACCENT PAINT EDGE. V N W ±105-0" EXISTING #1 lin IM q-E3) A CI IM aDAN W 60'-2" 44-10" o 4 ■IJ = CV I A-5 1 A5 IO 4 I. 1 A-3 A-3 I cIP Cci.I u_ 0 ., Cl Z 0 < 0 1 I, ,I - - - -��- - � - ~- - 54X19 - � - • ^ _ ._ _ _ ii CIr54X1-9- \ v W o i\`1 J/ \\ ',,,/,/ 30 IIN •I 4 V) a .. 54X19 I 3�rxG0 3x50 54X19 W I , ](- in r `PT 501 i� � ,� i „ at, �PT 501 I A-3 Z CI 2 PCS 7 PCS 6 -� 0 1. A-5 r------ ! - - mu Z ... . . . ---.... --- I r - - -r= c_ _-) CPT-3 0 i;CPT-3 4 ' <� ,-j ! I ,�, �' cam' , ' El W --I 4 D (1) '� en Z ! �� , c:= ;, A5 __ ./'-N • -ff int ___ 1 j ift AIL z.f. Im - _- — _ _ _ _ _ r / 2/$ D 601 SOLUTION #3 75 a.FT$-2/8 I I r II ,_. rcC — O O 0 0 , co- I ) 3'6' 15'9" }T8" I (1) A10 A10 JAN. illif ` LOUNGE - T-501 __ (1) `.O �I ATA RESTRM#2 ' - ' RESTRM#1 - _ -_ ( T-ao2 ) �/ � I. M. .� �� 11 �• ' PT-501 PT-501 L 7-7" / }1 - I I A� I ON#'I r~E:UZ, 11 A-13 A 3 il/► — 11 ` - __ I I A-5 D 50 \( T-402 Lt ' IIj ( T-4O2 ),' • \ ..,_ ... 34 H. \ I I- - - - -f- - L1 1 . I (LRAR-4) I I ` \"T \ / \ h .: \ I L 11_ PT 501 , _ 1L (OVER T-501) LI I I I A-2 ARCHITECT/ ENGINEER OF RECORD 1 I ,rp ,r- 7 / 1 LI 1_1 1 1 _ 1 - BOOTH 4 I A s ^ — — — — iN\N " � " � � MI I 1 r�1 -1 ', 0 1 • I I ; _;��_ Cli , KEN M�CRACKEN, N / 1 1 1 �y LIVING 10 rl - 1 I 1 1 1j t l 1 CO ROOM PT 501 I I L AlARCHITECT \ T 501 5, - A►� • .1/41. 1 1` N 0 . / I (WD-502) 6930 DESTINY DRI'. / HALLWAY 2 FTS 4 \ HALLWAY 1 r 1 1 1 / ROCKLIN, CA 95677100 Contact:ARIANE SANDERS / \ 1 1 1 _.3 r 707.555.4320 / FTS-6 (T-501 1 t 1 _ � . 1 IM . , 1 I _ H l '(IVD-502 l DOOR OR FACE OF OPENING SCHEDULED CARPET DEMOUNTABLE PARTITION ASANDERS@PMDGINC.COM 1} - (PT 501 4-_ I I - - JOHNSONITE LS-40E SUBFLOOR I BOOTH LEVELING SYSTEM OR �1- i I_ ! 1 - A-8 SCHEDULED CUSHIONED CARPET - RI-1 + , r I I 4kI I I I I��, ILIQUID APPLIED SUBFLOOR I : Ilt. I -1- $ , f _ r` r r FEATHERING AS REQUIRED ' ' N , I + A_8 1 i-,- JOHNSONITE LS-40D SUBFLOOR r L =BY ' _ ' ; ----{ r, ' 112'x 21/4"BLOCKING --- /34 H _-� A-5 34'H. ._ I I 1---� A 3 2'-0" 1 A'8 LEVELING SYSTEM OR 0 •4` '_= I I LIQUID-APPLIED SUBFLOOR CERAMIC TOOL CO.#14BCT ! z i t,� AVD-502) FEATHERING AS REQUIRED • ----\ � ` 'F---: P [ A-5 These drawings and specifications are the confidential and proprietary properly _� Eill I t , y I I I SCHEDULED TILE SET IN 1 118" 9 sveci pr ry t -- r, t of JP Morgan Chase and shaft not be copied or reproduced without written J ,'",--1 , t SCHEDULED CARPET INSET ADHESIVE . Sal} H. �r, r - - --- ,� authorization. The contract documents were prepared for use on this specific 71 A 5 • t o \ \ • site in conjunction with its issue date and are not suitable for use on a different 11 L7.. L u • r i r -- --_-_—-- — — m l 318"I 12" - I Y""Y 4 Jr l'Y 4'I+ (j-•'' 12'-11l2" site or ata bier time. Use of these drawings for reference or example on u ..:J ] y YYYY l engineers. Reproduction YVYYVYY another po requires the services of properly Rcensed architects and A-$ �-- [ii I I . 1 r ® __._ _ *II- � i � � Re action of the contract documents far reuse on another c=3'-`, kx �C PT-3211) A 3 f[ , A-60 �w ,i n i>>YV YYYYYVYVYYYYYYYY ` ° "�P I f f f Tr P7�; project is not authorized. t. „? � . -f "� o1 .I �, ��/l E �� A I I a d d a a a 1 4 4 a I 2114 • 1 " n= 41" H. % ;; cp O' I I a 1 d 4 4 a r A d I' • p I 1 11 ill I I PET TO CUSHIONED CARPET CARPET T LE AT DEMOUNTABLE ITION CAR HIONED AR 0 TI EMO BLE PART `�`' CASH ® \ FTS-2 SEAL n ; =~ MANUAL TRANS. a . II i I I I Ij3a H. ROOM -- 1 _ i T-501 FTS-2/8 I I 11 Tr-I:. nl I m I CPT 32Ct L I I I 11 /PT-311� ® I CPT 32{� /'.� -A1111 I � CONFERENCE 2 �� � AR�� . r ra 1 •f j - SCHEDULED CARPET (_DOOR OR FACE OF OPENING ( DOOR OR FACE OF OPENING /e 11 4 .l 34" H. 2'-0" 'I ; ;;; 1 T-501 Wp FTS-2/8 � KENNETH J. • a dI I. S�LUTI #7 I JQHNSONlTE LS-40E SUBFLOOR L+ I LEVELING SYSTEM OR MC RACKE ,, ;�,�x- FTS-1 I 1: l �\ nI —- J' r LIQUID APPLIED SUBFLOOR , ,, I I I, A 11 • I` - - -_ I FEATHERING AS REQUIRED • nl v� ,__I l i �_ - - _ _ C T-402) T-501 it:712.4.. . . . . . . . . . . . . . . .• _ I. _ 6'-0" • 1 L�I AN V> License#5599.__I I , L En I rigi la kij°i'l N" ®.. -._ T E�._.. \\ rikP� I!I s I CERAMIC TOOL CO. T IN 118" 1/I I" ry�c ��� 9 �.gmi LOOK MATT ■m1 R�1 N "^, ‘110 I I�� A-5 I \ /� ` TH NSET ADHESIVE SCHEDULED ILE ET IN li OF O �::—• 11 I ■li: 1 `� I� 12" I I 04/20/20 L— =_l1i..=, :--_� PRINT ROOM 42x96 �) Q . �1C2`�I� 11i ? I �,�:. 7676111111111' YYYYYr YYYYYYYYYYYYYY �� maim i I I a a • d d a KJMI2584 '' --111111 ` 4 a I ...._ — PT 30% ( A 5 , \ I I 4 a d I d I •a 4 a d a d 1[ FTS-3 �'..,..7: 'I: - "—" ` , ,,' G J it I CARPET TO TILETILE TO TILE �::_: �' .� . ,r CCS 1 FTS-3 71S.-7,7)4 A .1 ' 34" 'r 1 j 1. 1 ` �` f (CPT-34 48X19 I Iisr" I �� ln _ -�� `� I ISSUE DATE DESCRIPTION .... •..: {Ic 11 NPT-501 J' ! A-9 A-9 LA( :, 4 ---- 9 - - - - _ ,-i.e,„_- - - J RUG ASSEMBLY KIT COMPONENTS ARE �!DOOR IF - r� JOHNSONITE EG XX H VINYL SHIPPED FROM CARPET MFR.WITH ALL / \ I - TRANSITION STRIP BY Eil II t i I �- 1 I: REQUIRED MATERIALS-REFER TO CARPET MFR.ADHERED TO a�; _ _ L I - L! 4110 .INCLUDED ASSEMBLY INSTRUCTIONS TILE WITH MFR'S ADHESIVE SCHEDULED TILE I I I TAPE PEMKO#252A MILL FIN .Q ' T_I f-� SCHEDULED CARPET TILES 1/2" ALUM.THRESHOLD =....0 1 I l " I FIELD-APPLIED TO CARPET -- Lai / MFRS ADHESIVE SHEETS SCHEDULED TILE BLOCKING/SHIMS --I / AS REQD. /�\ 6/8/20 Planning comments j C PT-330J - ALUM ELEVATOR 2A MILL FIN 6/2/20 Prato 20.2 Updates / _ \ - - � ALUM.ELEVATOR A 4/30/20 Issued for Bid / i_ I :I . — - — — - - - — — — _ —.— — - ::<1"'''''1' 177-7 a - d d a 0 Submittal Set l u. 6 4 V d d l l2 a 2a �: 1 1 1 'I - p TS LRAR CARPET REDUCER FTS-6 TILE TO UNFINISHED CONCRETE a 4/10/20 80% Review Set ������-��� � i� r, F 1. 0 PROJECT INFORMATION BLOCK is ► - - \ JOB # JPM19015.0 DATE: 2/25/2020 DOOR DRAWN BY: PM 'TRANSITION DETAIL APPLICABLE TO LOCATION OF CHECKED BY: AS SLIDING DOOR ON BOTH INTERIOR OR EXTERIOR OF I OFFICE STOREFRONT MODEL w1 SCHEDULED CARPET Q DRAWING STANDARDS v20.2 TARKETT JOHNSONITE J OCTA-XX-J AT 114" w CARPET OR CTA XX P �L` rE SHEET TITLE o AT 318"CARPET ® _� v PARTITION SYSTEM DOOR FRAME ',,,,o i`Ii, IYYY'v'P'vvayiriivIfIIlIr PARTITION SYSTEM BASE TRACK 51'-6" a d 60'-2" _ / - 4 d a d a d PCARPET TO ART ON TILE AT DEMOUNTABLE FINISH PLAN ® CARPET TO UNFINISHED CONCRETE FTS-B 1/2"=1-0" ±111'-8" EXISTING SHEET NUMBER i FINISH PLAN 2 FLOOR TRANSITION TYPES lk A1 .2 1/411 = 1r-011 I A1 .2 6" = 11-011A 1 • 2 1 FURNITURE & EQUIPMENT PLAN NOTES TITLE A 1 BOOTH TABLE PER FURNITURE SCHEDULE. 2'-10"AFF MAX. SEE 1. G.C.SHALL VERIFY ALL FURNISHINGS ARE DELIVERED IN THE _ CHAPTER 3/A0.2.1 FOR KNEE CLEARANCES. REQUIRED QUANTITY AND ARE NOT DAMAGED AT THE TIME RESTROOM ACCESSORIES AND FIXTURES, SEE 1/A5.1.1, DELIVERY. DAMAGED FURNISHINGS SHALL BE REPLACED A-2 PLUMBING DRAWINGS AND CHAPTER 6/A0.2.2. IMMEDIATELY- ALL FURNITURE AND BANK EQUIPMENT FURNISHED AND INSTALLED 2. ALL FURNITURE , BANKING AND OFFICE EQUIPMENT SHALL NOT A-3 BY CHASE VENDORS. REFER TO MATRIX ON COVER SHEET AND ENCROACH INTO OR REDUCE WIDTH OF ADA CLEARANCE FINISH PLAN FOR MILLWORK BY GC. AND TURNING RADIUS REQUIREMENTS AS IDENTIFIED ON PLANS. GC SHALL REVIEW THE ADA STANDARDS AND NOTIFY THE ARCHITECT IF ANY ISSUES. lin A-4 DATA ROOM EQUIPMENT, SEE ELECTRICAL DRAWINGS. 3. GC SHALL FURNISH THE ITEMS IDENTIFIED ON THE PLAN AND A-5 COAT AND HOOKS, SEE INTERIOR ELEVATIONS. SCHEDULES TO BE DELIVERED TO THE BANKING CENTER AT THE TIME OF SUBSTANTIAL COMPLETION. A 6 CASH CHEST TO BE ANCHORED TO SLAB, SEE STRUCTURAL 4. ATMS MUST COMPLY WITH ACCESSIBILITY REQUIREMENTS. DRAWINGS. A-7 TRASH CAN BY CHASE. A-8 FIRE EXTINGUISHER CABINET. I A-9 SOFFIT ABOVE. I A-10 MOP-SINK, SEE PLUMBING DRAWINGS. I FURNITURE AND EQUIPMENT LEGEND HI-LOW DRINKING FOUNTAIN, SEE CHAPTER 6/A0.2.2 AND O A-11 PLUMBING DRAWINGS. © p EQUIPMENT TAG, SEE SCHEDULE ON SHEET ® Q A3.2.2 & A3.3.3 w T 30" H. COUNTER HEIGHT 0_ — ±105'-0' f ___- EXISTING C CBD q cn Tt ,...„ 60-744'-10*44'-10• . / N W w l . i. 1 PD m D DS PD DS D • I in I Im 1 1 v7 J (IfS) ® ® (401 P� \A) 7 01 W ® I 1 J a. a• la 1co__ __1_,_ _i_ __ _: .I _ __ __ ill - � - - 54X19 „14 L_ - __ - - - 1 I oar = � � , f I , - \ 0 \ 0 4V c. � ,tin __ __ ._._ � �, r. 1 .... t " Lij 1; (WPD) NI u_ o, CO 5�C19 11 3,aifi0 3�x�0 1 54X19 7A r , Ce ® if/ �+ aL/ � � ODS 1 Q O r=- �, 4 I i r 1 Ask ® �— PCS T PCS 6 —� - �� W w 0 CI cl. , � - - - - � - -(4BCT ) ci - - �_ A-lo 0 ,, PCS8 � II � � 1 ` PCSS � . )1 c„tiN ,:,,_..-.._.1,.7:, (4011 c R - _ am (401)1E) W a v) ict ^ 1 Ce rl r ,, , i [ Lf ' �1 COATS p `1 r /I. CH � � ;c, .0 ME �� �� - - - C .1 1 I31 1 I �' , 31111 CI aD 'c h - - --' - - �/ �� I 11 �/ W�O O i (iF) A5 pF I 1 I Il 1 r ~ 7 1 FD N 0... -- -- I I I -----I- ! �i 1 !1'� Z LOUNGE i<mE FD 11111 Jlimmm 4= d I a� (2°)TD)i RE6T RM#2, I tR-ESTRUM I Li -TYP.(4) I 1 09A,4. I- , IIIIIATA �I 1 1�1 A2 � A2-I,I_ I Ir .!� - -1-- �� -1 � -- - (I) Z 1 \ IIM \ PF �/ I n ! \..< PF '1 06 07r € Ol `/. 03 I 11N �r _ �\\ OT OTL ' _ �I � I ' � 11 I HH _ _ _ F -r � < 11 , 1 4 MI=(LAV) I I LAV % ; 1 II 1 A-4 eF*"' 15 1 1 11 20C 20B i <BIB> 1 �- �j \ I I I - - - - + til ��� I, 4 1 ��---t--- �� \ ��=� ill �: \ 1 1 1.3--5- , P 0 i^ ^' I 1 la CH 1 • tea__ -- + 1 ---- \ � k Jl R G ---- \ I ti` 11 ATM 2 �_-,`, 'A 22 BOOTH 4 ;IDIOM - - - - 0 0 ' , I -i LI LI r \�C , + 1 ,4 01 ` I .� l_ _� i �L , LIVING BT (0E)(0E)(0E) r I ; a ---- I I J 1 A_3 f 1 I � A-1 - - __ - _._. - 1 0607 18 -- - -1 11 I I 1 1 I I 1 r , \ �. r \ ROOM 2 1 I. I I m I 1 1 I - I 7 I 7 ti 1 -,„_-•-11, 1 , 1 ti __- f 1 -�F� 11 I I 1 1 I I I E 1Y r 1 i 1 I BB / 1 I I _ DF HALLWAY 2 1 I \ I 1 I HALLWAY 6 \ L-- ti ' ' r I / — ( ) 1 / 1 1 11 L A-11 1 I I 1 1 N. I AIL1 1 1 1ink - \ 1 1 1 11 1 ti 1 1 1 1 1 I 1 1 1 L I 1 1 V �I 1 11 -} ' ARCHITECT/ ENGINEER OF RECORD / ( IL 1i L i 1 1 I I _i 1 1 ‘ ` 1 • I I 1 ELtCf FANpb-Si s 1 ___i 1 1 , 1 \ _.1 ti I CIT) ___ t F 1 ,� , _-, - ® o KEN McCRACKEN, �-— 3 ` ARCHITECT • , , , ;r- --, L_— BOOTH f^ 'i + I _1'..rr> ..I,.1 •Permitting / I -----, 1 r1-1_1 I 4 0 I IY�ICR . 1 CASF� 1 ciii 6930 DESTINY DRIVE, #100 �-- � A-6 4l. H // �] 'II H11 '�' OT BT i_ _; •� c7� 1� ROCKLIN, CA 95677 ' ' 1-1 / r� r 2 - - - 1 (OE 06)(0E)(0E) 07 1$ Contact:ARIANE SANDERS OE ' i t f 21 707.655.4320 OE ç t t F 1 - - F 1 05 06 4" I---I '; I"' BE rl '+++ 1 BB ASANDERS@PMDGINC.COM CO e .. -. Sar' H I I I , Ni1 27 i; ;; U (2AP) OE �_ 1 BE 1 _ L_ Li`l I cn 01 ++++ �`, o,CD OF J 08 23 I II 1 n Q I BE i i bRT `' DRT OT - - Z7 11 s,I CO X - 20B PF OE ell DS OE r,-= -i AT1 BE ST2 ����; 1 I .- N 1 07 ;`} - 0 "'w I 05 I 1 Sill 7 X41"k�® l� % �:�� � 1� 111 ME OE LOBBY 1i go--------ft- rt-7 1 CAu �1— 03 P.(4) L OE 050 II � (17:3T) 3u' i pNUAL T N BRG C©s of II I 20D ROOMr I These drawings and specifications are the conTdent ai and proprietary properly II r BE L __. - \.-. OE 14 r IL J of JP Morgan Chose and shot not be copied orreproduced without written I I L- J > 1 1 author¢at""Ion. The CpnlraC!documents were prepared far use ors this speciTia I OE 05 - 106 L L_ • I I site in conjunction with its issue date and are not suitable tar use on a different IAlA 03 mw ' `�� N 0 1 1 - site or at a late time. Use of these drpwings for reference or example on - �+ n o another project requies the services of properly licensed architects and ;® 7 1 tl ST I I I _I n BE CR- I 1 - - engineers. Reproduction of the contract documents for reuse on another 1 I 134 H. I �� 1 07 019 �f protect is not author zed. 1 E-L I m BE S 1' #T7 2 1 1 1 1. I �__= A-9 I I r • .., • '(BE BE „1 ,,,/...., n4 f .J . I fp101 22 23 27 M OE -T�� LL - - .�,� I I w �i 01 1 C 1,, Lt 1 1,4, i� C 1 ilt d- i-• NI SEAL 1. , . : I FEC ` 1 \ I i • j r ,.., A8 OE += �_ %'1�� BI 01 } ��.�\ ; I �� �./1 .1) ARcB �MFD _ ^ �.� �`" 1; C��NFERENC 2 — — : t � ��'-- ---- I 11 V j. P KEN RAC NETH J. -—- 4 s ---Yi a F CH TYP.(9) M KE ' 1 ' - , PRINT ROOM 1 42X96 311 \� i i i I BE L J a - 1 • _.\ \ i I I (25) 1 - �\" ; �i01 ` i D I AM S, WA ,, ,,, . . , 1. , . .. , ! l 1 (� License#5599 ccs 1 o 1 F �,,v ��o 34"L uu '1 _ C L I I �,_--;:� 48X19 I .rte WT 7*in _ , OF <> . . , !". : , A3 1 A3 1 ® I I l SAY 1 1 - - - - __ \ I I I. ■ 1 t-_ 0 KSM/2584 / \ 1I II r1 I 1� _ I: II — — ' 1 _. �I BF �I 1 �F - I� I 1 1 0 B I I I 010) 1 I DS PD CJ\ OE ISSUE DATE DESCRIPTION • ' / I I I I 1 I I r -'I -- ----1- ---IL J L L 1 I .-J 7B 2 06 r-----F---I / I 5'0" i I io I I 1 _ / J / 11 1 1 \ I / I1 1 I iir „.. . . . i € I 1 I 1 HE _ _ _ _ - - - ill - - - - - - - - . . / I I I I \ 1 _ - - E_ _).. . ././ .. ., . . . . . , . . . . . , .. .. i I I 1 I . /. . . . ../. . ,. . / . ./ ,, . . L I L- I -J 11I� ., I 1 ,.,, �I— _ ,. =h I.- _, .. 0 \ 2 6/8/20 Planning comments • A 6/2/20 Proto 20.2 Updates 4/30/20 Issued for Bid 4/20/20 Submittal Set 4/10/20 80% Review Set PROJECT INFORMATION BLOCK JOB # JPM19015.0 DATE: 2/25/2020 ., DRAWN BY: PM CHECKED BY: AS MODEL - 60'-2' - 51'-6" / DRAWING STANDARDS v20.2 • - ±111-8" EXISTING SHEET TITLE FURNITURE & EQUIPMENT PLAN NA SHEET NUMBER 1 FURNITURE & EQUIPMENT PLAN (: :!;;t A1 .3 1/4" = 1-0" A 1 3 • A-14 OUTLINE OF MILLWORK, EQUIPMENT OR FURNITURE BELOW. PLAN LEGEND GENERAL NOTES il REFLECTED CEILING PLAN NOTESA-15 EXTERIOR LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS. A 1 UNDER CABINET LIGHTS, SEE ELECTRICAL DWGS. 1--1 4"LAY-IN LED, SEE ELECTRICAL DWGS 1. WALL AND CEILING MATERIALS SHALL NOT EXCEED THE FLAME A-16 EXTERIOR SOFFIT TO ALIGN AND MATCH EXISTING. PAINT. SUPPLY AIR DIFFUSER: FULL FACE FOR ADDITIONAL INFO. SPREAD CLASSIFICATIONS IN OSSC TABLES 803.13 SEE MECHANICAL DWGS FOR ADDITIONAL INFO. A 2 START POINT OF CEILING TILE. 2. SEE DETAIL 1/A5.4.1 FOR SUSPENDED CEILING DETAILS. A-17 EXISTING SOFFIT. PATCH AND REPAIR AS NEEDED AND PAINT. 2'x2' LAY-IN LED L-2, SEE ELECTRICAL DWGS SUSPENDED CEILINGS ARE TOA BE INSTALLED TO ASTM STANDARD, A-3 SOFFIT AT STOREFRONT W/ WINDOW SHADEILI FOR ADDITIONAL INFO. ASCE 7 10 13.2,5 OR 13.2.6, ASTM 636, OSSC 803,13 AND THE A-18 EXISTING BEAM TO REMAIN. PAINT. RETURN AIR GRILL: FULL FACE CISCA GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG MECHANICAL EQUIPMENT ABOVE CEILING, SEE MECHANICAL SEE MECHANICAL DWGS FOR ADDITIONAL INFO. DECORATIVE PENDANT,SEE ELECTRICAL DWGS FOR SUSPENDED CEILING ASSEMBLIES FOR SEISMIC ZONED. A-4 DRAWINGS. CEILING-SURFACE-MOUNT ACCENT LIGHT FIXTURE, CONNECT TO - ADDITIONAL INFO. lin A 5 GYPSUM BOARD SOFFIT. A-19 SINGLE REMOTE POWER SUPPLY ABOVE CEILING, SEE ELECTRICAL EXHAUST GRILL: 3. A HEAVY DUTY T-GRID SYSTEM IS REQUIRED. DRAWINGS. El SEE MECH DWGS FOR ADDITIONAL INFO 0 4"COMPACT LED DOWN LIGHT,SEE ELECTRICAL A-6 (E) WALL PACK TO BE REPLACED. SEE ELECTRICAL DRWGS. DWGS FOR ADDITIONAL INFO. 4. R CEILING IN EXCESS THEOF CEILING SF SHALL HAVE TURAONTAL RESTRAINT ABOVE TO THE STRUCTURAL SYSTEM. RETURN/SUPPLY DIFFUSER. A-7 WINDOW SHADE, SEE WT-2 ON SHEET A3.3.1. SEE MECHANCIAL DWGS FOR ADDITIONAL INFO. !- . ", UNDER CABINET LIGHTING FIXTURE 5. PROVIDE POSITIVE CEILING BRACING AT ANY CHANGES IN THE J-BOX FOR EXTERIOR SIGNAGE, SEE ELECTRICAL DRAWINGS. © CEILING ELEVATIONS. A-8 COORDINATE WITH SIGN VENDOR FOR EXACT LOCATION PRIOR ® LIGHTED EXIT SIGN 6. CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE SUPPORTED TO INSTALLATION. SIGNAGE UNDER SEPARATE PERMIT. INDEPENDENTLY OF THE CEILING. ■ ■ SURFACE MOUNTED LED L-8,SEE ELECTRICAL DWGS. A-9 CENTER ACT IN BOTH DIRECTIONS IN ROOM 7. SEE SHEET A3.3.1 FOR FINISH SCHEDULE. 8. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. A-10 GYP. BOARD CEILING L A-11 CEILING MOUNTED PENDANT. CENTER ABOVE FURNITURE BELOW. O 0 w A-12 WALL MOUNTED HVAC UNIT.SEE MECHANICAL DRAWINGS. Q iL iY A-13 SOFFIT WITH GLAZING/PARTITION SYSTEM BELOW. a_ CI 1 _ N W ±105'-0' - - - EXISTING - • _ I In I CcD B CAD M >m OM a. IIIII . --- ____ —, o 4 -I = I I Ot,) QV � AlACNA u_ 1- 1 I I CO CI0. A-7 A-3 10'-0' � A-3 t0-0• ) 0 w WT-2 WT-2 Z CI a`! � : ;/ i o _ W � FL-RA // \ A-14 12 \ A-14 I .-- I - .� -. - i ❑ ' A5.3.1J h 1 _ Ce A 7 ;� J, A-11 L 5oo,r I L-566 A 11 I W Q vl a I PCS7 PCS6 0`` 1 PCSS 1 ® A-3 PCS 8 6-0" I I ACT-4 S ACT-0 , I fi'-0' ACT 4 M� A11 • 1� / � 10'0' � \ 10-0'� 1\ / i 10-0• � Z CI C/ nl — A-9 A-9 '- / A-9 _ �' h'-3" O OM Z � - - - - - ' PT-5003 f * � ,°r,� / '� A-9 L-500 "" „' L-500 / I j ifs A10 11'-0' a I I _ .. A13 r A13 I r A-13 / la J 4 1r 10-0" I 1 - 1 �� &-0. F -S, FL-SA 1 •• Pr Sao I f�A 14 r. r - o ____ Cn Z Q `Q" �' / - I- /j G L4--T (C-' J / • CN A-14 1a-0• ® SOLUTION #3 - 7511 10-0• A-11 Q f X / C 11 PT-500 El PT-500 I ® Z I L-2 L-2 // JAN. C 1 A-13 L2 /f L-2 / % Imo{ A-10 . . /' RESTROOM 2, ACT-2 // L-500 L-500 ,�/ REST�v00M 1 ,a'-0" � DATA � ! � - _____ _..- _______I A; CT"2 % ACI-2 LOU NCS E / A 11J i 17_-SA 1 RA i BLANK F TZ-SA 1 RA!BLINK A-9 ` e-0' �✓/ A-9 $,�. A-g L_2 4-� r % 5 :15�T PT- A-8 X/ : L-2 L-2 "' % r 1 1 500 3" C. EQ. '.5. A-14 % (PT-50° CI: no m / n'``t�1 r- , 1°-0' ,� d % _ __ -. X L-2 L-2 X // j-- - i 1 1 1 L 56b 11 L_ _500 L 511{1 [–A---q– I– � 1 t" ( �' �� ARCHITECT/ ENGINEER OF RECORD j �I A-12 nn I1Z-SAIR IB11ANki '� - , TZ-SkfR�IBLANK / \ T�sA1R.�BLANK @ _� il m — — — — KEN McCRACKEN, bi/.iiI ,. � �liiiiii///// //a///f///////rx r////i/i////i/.// 1 1 ACT-4 k— 1 LIVING 1 - 0 - R ISG 1 ROOM t' 1 33 - t - _ � 1a-1o• ` A5.4.1 � ARCHITECT w r �- 11 I 1 Architecture-t fogrorn Managenrent•Permitting rte' HALLWA 2 HALLWAY 1 0 J / 1 BOOTH 4 ,"° 2 ! d A5.4.1 �--- L-5oo L-500 L 5001 \ Loo 9'-11 6930 DESTINY DRIVE, #100 ' L-2 L-2 8.-0" L-2 — — — — — TZ- IRA!BLANK ACT-4 . TZ-SA 1 RA I BLANK 1F - - — — - L XACT-2) !— — — — - t, - / f Contact:ARIA NE SANDERS ) `/ TZ-,AIRAIBLANK .T2 — ' TZ-�AIRAIBLANK ROCKLIN, CA 95677 707.655.4320 ' A- A4 1d-10' d 1 Lu / / / ACT-0 BOOTH 3 3.-1,__ C! LEQ <-5" Q ASANDERS@PMDGINC.COM Lu i / 10'-10' PT-500 _ I I L 500 L-500 / L�500 — 1 L-500 F-2 ' ; o I 4-11 N Al j J TZ-SA 1 RA 1 BLANK f — — TZ-SA 1 RA!BLINK „TZ-SA l RA 1 BLANK '!' \ — — — 40 ' �� i; L-11 II _ / / 1 \ / 1 Al O — 1 1 f � �JA11 ;�A 14 it.___„t L- - ` / \ t f�,t t $� These drawings and specificolions are the confldenfial and proprietary property of JP Morgan Chase and shall not be copied or reproduced w4houf written II (, DRT authorization. The contract documents were prepared for use on this specific 1'_10' _10" w 1 1 • g• 5• g• c� site in conjunction with ifs issue dote and ore not suitable For use on a different rn r '' L-500 L-506 L-500 L-500 ,, o z site or at a later time. Use of these drawings for reference a example on �t�n CASH r cm 0 another project requires the services of proper' licensed architects and A 1 = I I " lip,, A 1 �- Z-SA! !BLANK — r TZ^ A 1 RA I BLINK ` TZ-SA/RA/BUNK F TZ SA I RA 1 BLINK L� 1 us engineers. Reproduction of the contract documents for reuse on another L 11 A.5 I. 10 project is not authorized. I I ROOM d y �I I I I L2 ACT-23 wl I I I MANUAL aT�o�� 11 n I I ; c u I I TRANS. -, A 13 A 19 1 I I a 13 ,L SEAL h I A 9 C ACT-0 y 1 A-4 A5.3.1 C g-p PT-103 ��- 00 L-500 L-500 A 7 I II I LOl1 S 1°" / 1'-16" 10' w TZ-SA 1 RA!BLANK 1TZ-SA(Ra 1 BLANK• -•- TZ•-SA 1 !BLANK TZ SA!R I BLANK o ��� R�,�� U I I ti DOOR r- - C� /�/ L 2 / + A-5 0 CLG.TILE f� PT 5oo of o C7 KENNETH J. PT-103 I Pr-500 SOLUTION #7 - 3 ,�-0' • A-14c -iM RACKS I I ,,�. 2'-6" . I a A 2 I I 10t° I ► t_ • 4'-0' I 4'-0' i 4'-0" I I A-13 i 2 // \` �) License#5599 t O ' L111 L 11 Lit J _ J L 2 / .FL-RA A 14 A5.3.1 . ONEERENCE;i '' 'it ��(� L 5oo 0 0 0 1OF 4 A9 t f- J N PT-500 PRINT ROAM A-12 CCS 1 L-5oo / ..---�\ •.A. A-11 II ( la 3/4' 0 4 20 20 FL RA SOFFIT i,�I -I X I A-9 ACT-0 / I �� I L. 10'-0' I KJM/2584 4 IG�I A-5 ACT-2 �..f0-0 1 A ACT-4 n ,.I N L-11 ENTRANCE L 11 ta'-0' A 9 1 1 Al• 3 H A-19 1 1071o'-0" — 0 0 o L-500 / L-500 . =� 1if,1\ , CO ISSUE DATE DESCRIPTION L-2 - A 11 SA A-3 " / J VESTIBULE IVI I I A-3 : ACT-4 :• "'Z to .,. L — ___I , �, . I I i J .- $ - ii i i g_ _ _ _ _ _-. 1 1 L-500 10'-0I 0 " - - FL-SA A-16 A-6 A-7 A-6 A-7 ® ® ® � A 15 A-17 6. /1\ 6/8/20 Planning comments • I. ® Ala EPT 2 Q 6/2/20 Proto 20.2 Updates L • -500 ` (EPT-2 1 4/30/20 Issued for Bid _._.. - — — .... — — — — ) • , ._ \ Submittal e 4/20/20 1 S t 0 4/10/20 80% Review Set -- - – PROJECT INFORMATION BLOCK — — 0 N JOB # JPM19015.0 DATE: 2/25/2020 DRAWN BY: PM A-15 CHECKED BY: AS I A-8 MODEL DRAWING STANDARDS v20.2 SHEET TITLE I REFLECTED CEILING PLAN ±111-8• _ - - — - -- /— EXISTING N SHEET NUMBER 1 REFLECTED CEILING PLAN A1 .4 3/16" = ii-o" A 1 • 4 ROOF PLAN KEYNOTES A-1 (E) METAL ROOFING TO REMAIN, • NEW MECHANICAL EQUIPMENT: _ A-2 VENTILATION UNIT, PACKAGED ROOFTOP HEATING AND COOLING UNIT MOUNTED TO INSULATED CURB UNIT-LAP FLASH WATER-TIGHT TO ROOFING MEMBRANE NEW PIPE PENETRATION: LLII A-3 PRE-FABRICATED WATER-TIGHT SURFACE-ADHERED ROOFING PORTAL COMPATIBLE WITH ROOFING MATERIAL A-4 NEW EXHAUST FAN UNIT;SEE MECHANICAL DRAWINGS. A-5 NEW AIR INTAKE;SEE MECHANICAL DRAWINGS. Uill SURFACE-MOUNT MECHANICAL PIPING: A-6 GAS AND REFRIGERANT PIPING SUPPORTED ON ROOFING BY B-LINE DURA-BLOK PRE-FAB.RUBBER-BASE GALVANIZED STEEL UNISTRUT PIPE SUPPORTS AT 8.-0"o.c. MAX. A-7 NEW ROOF VENT:SEE PLUMBING DRAWINGS. A-8 (E) MEMBRANE ROOFING TO REMAIN;PATCH/REPAIR AS REQUIRED. A-9 (E) MECHANICAL PLATFORM. A-10 (E) MECHANICAL SCREEN PARAPET TO REMAIN, PATCH/REPAIR AS REQUIRED. I A-11 (E) HVAC UNIT TO REMAIN. Ce O CcD B A ui ce 1 I I I I M in ,...., - - _ _ N W I CCP 1 111) rii H M >- IL O• W oar = N 0va0N N 0u_ co- • SOLUTION #3 - 75 co 0 eC (PI ZOao COO 55" , (E)ROOF SLOPE (E)ROOF SLOPE 4t ILI rt c #CA . r oN H ek 501-`' W a Q > z ; s2_ _ _ _ L A — z ,.... o W �- Uct, a 0 � z (E)ROOF SLOPE (E)ROOF SLOPE 1....w A-10 A-4 ICC I GO (E)ROOF SLOPE I LA A I I) A2 a O co ki A-7 0 0 i cr A-1 a El ARCHITECT/ ENGINEER OF RECORD A-10 -' — 411 KEN McCRACKEN, J ` ARCHITECT I I 1 II0 A 6 n _'!-c1�, Progr �or,�:,7eafzt,Permitting A i:" I 6930 DESTINY DRIVE, #100 A-6 ROCKLIN, CA 95677 W Contact:ARIANE SANDERS 1 I I I o 707.655.4320 A-1 -J ASANDERS@PMDGINC.COM EI0 A 1a A3 A5 SOLUTION #7 - 32" cc o W w O CD 0 0 A-9 ------v- —/T--11}-------- 11 cc W y these drawings and specifications are the confidential and proprietary properly 1 of JP Morgan Chase and shall not be copied or reproduced without written I — _ 4 authorization. The contract documents were prepared for use on this specific. 1 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 reposes the services of property Icensed architects and W engineers. Reproduction of the contract documents for reuse on another A 1a (E)ROOF SLOPE (E)ROOF SLOPE o project K not authorized. m W L a_ O CC CO a SEAL 0 i Lt KENNETH J. �GO /---Li ( MC . RACKE I • (E)ROOF SLOPE (E)ROOF SLOPE - AM S, WA License OF A-8 04/20/20 — — — — — — — — — — — — — — — — 6 KJMJ2584 0 ISSUE DATE DESCRIPTION (E)ROOF SLOPE Q 6/8/20 Planning comments /I 6/2/20 Proto 20.2 Updates 4/30/20 Issued for Bid 4/20/20 Submittal Set 4/10/20 80% Review Set PROJECT INFORMATION BLOCK JOB # JPM19015.0 DATE: 2/25/2020 DRAWN BY: PM CHECKED BY: AS MODEL DRAWING STANDARDS v20.2 SHEET TITLE ROOF PLAN NSHEET NUMBER 1 ROOF PLAN (5;1) A1 .5 1/4" = 1'-artA 1 • 5 EXTERIOR FINISH MATERIALS AN 1 IIIMANUFACTURER SHERWIN-WILLIAMS PRODUCT METALATEX ACRYLIC SEMI-GLOSS COLOR SW 7045 INTELLECTUAL GRAY FINISH SEMI-GLOSS ..11 EXTERIOR PAINT . . . . ° MANUFACTURER SHERWIN-WILLIAMS I RODUCT METALATEX ACRYLIC SEMI-GLOSS 072Ull 1 COLOR SW 7036 ACCESSIBLE BEIGE . • FINISH SEMI-GLOSS DIRECT-APPLY FINISH SYSTEM(ALT.TO PAINTED STEEL DECK) 440010011 MANUFACTURER ST0 PRODUCT STOQUIK GOLD WI , COLOR MATCH SHERWIN WILLIAMS SW 7045 INTELLECTUAL GRAY FINISH STOUT 1.0 DFS-1 6e O 2 ce (E) STANDING SEAM {E) STANDING SEAM ta_. METAL ROOF TO REMAIN METAL ROOF TO REMAIN w T.O.ROOF di_ 25'-9'AF.F. - (E) MECHANICAL ROOF (E) MECHANICAL ROOF - - - Iv T.O.ROOF TOP SCREEN & RTU TOP SCREEN & RTU 1 T.O ROOF (E) STANDING SEAM7\ SHOWN HIDDEN / SHOWN HIDDEN —\ 1 --... METAL ROOF TO REMAIN -—T\ - _ - 19'-0AF.F. gill .00% -._ _ ------------;--- -'------ 1 NW _.------' i'-'-------- --_ / _ _________ co 1.1. F. _ -----"'"--------_T---7------7-,..., __-------"-- 11'-1i'AF.F. _ in- - - - _ –._. - r 11 _ _ iiii- 1-/ - r - - - i T1Pi1 LF– T = f----H - - �– -� - - /�ir F - - � - - � Ii W i = = = IiF = = Hin FHF = = = 1 IF = — Hf in iH = = Hi F - - .� ._ — ir _ – ir _ — d • 1 m 1 i Q 4 J = CO C-0'AFF. – - - - � iL - - � – - - � - - J( �� - - - � . Iff - - H1if III iF = = HI F = = moi III IH = H II! Q V IV BASE III2 II 1 I I 0 4 _oio'-0' F.F.b5eit 1L__ _L_ — JL _ _1I _ _ HI III / I _ _ _ _ o'-0' F.F. "el cal 0 ci. (E) STOREFRONT WINDOWS TO BE III I FINISH FLfJOR – REMOVED. PREP FOR REPLACEMENT MZpao L — — — — l(I – JL _ – J I V W(E) BASE TO REMAIN (E) STOREFRONT WINDOWS TO BE _ CL EXISTING (TYP.) REMOVED. PREP FOR REPLACEMENT (E) STOREFRONT WINDOWS TO BE - = - it la ig • (E) BASE TO REMAIN EXISTING (TYP.) REMOVED. PREP FOR REPLACEMENT (E) BASE TO REMAIN Ce EXISTING (TYP.) L W 4 4E - - - -13=8"AF.F.Adjk BASEMENT FLOORIV o — CI — Z � � z WJ a r... cn Z 1 WEST ELEVATION - EXISTING (FACING SW DARTMOUTH ST.) — I'- A2.O 118"=1-0" X co U 04..... ARCHITECT/ ENGINEER OF RECORD KEN McCRACKEN, ARCHITECT ..",r r:ito.aur•=.•Program Management-Permitting 6930 DESTINY DRIVE, #100 ROCKLIN, CA 95677 Contact:ARIANE SANDERS 707.655.4320 ASA N D ERS@PMDGI NC.COM These drawings and specifications are the confidential and proprietary properly 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 dote and ore not suitable to use on a different site or at a later time. Use at these drawings for reference or example on another project requres the services of properly icensed architects and engineers. Reproduction of the contract documents for reuse on another project is not authorized. $=7"AF.F. (E) FASCIA TRIMS, (E) FASCIA TRIMS, PAINT(EPT-1> (TYP.) T.O.ROOF PAINT(EPT•f> (TYP.) \ SEAL 25'-9'AF.F. (E) "GRAY"STANDING (E) GABLE WALLS , (E) "GRAY"STANDING Li (E) GABLE WALLS , SEAM METAL ROOF& SEAM METAL ROOF & (E) FASCIA TRIMS, - - - 9'AF.F, Y T.O.ROOF PAINT EPT1 TYP.) ` PAINT EPT-t (TYP.) PAINT EP;� (TYP.) T.O.ROOF (E) "GRAY"STANDING (N) SIGNAGE BY SIGN ` C ) ( SCREEN TO REMAIN (TYP.) `\ SCREEN TO REMAIN {TYP.) , ( ) E� SEAM METAL ROOF VENDOR, UNDER / / _ \ 19'-0 AF.F TO REMAIN (TYP.) SEPARATE PERMIT _ _ — - KENNETH J. �� t / / M . RACKE (E) FASCIA TRIMS, I \ ., [E) GABLE WALLS , AM 5, WA / _ ` / ` // `\\\` PAINT EPT 1) (TYP.) License t 559s PAINT fPT•1 (TYP.) HAS E �� I I vv—l� � t !✓ j TT II Ali 1i'AF.F. -T_ _ \ I \ ! {E) SPLIT FACE CMU /� �I �F, B.O. FASCIA - WALL, NATURAL "' i FINISH .., . �, TO REMAIN (TYP.) (E) FASCIA TRIMS, (E) SPLIT FACE CMU ��� �' A I I -1 : * I \ I * I * < Q 20 20< PAINT(EPT-1 ) (TYP.) WALL, NATURAL FINISH < TO REMAIN (TYP.) • ` [ �• (E) COLS., PAINT rJMl258a t3'-0'AF.F. < Y T.O. BZISE - _- - < Ill ;,1 I \ I A r �� �� �� ISSUE DATE DESCRIPTION O'-0" F.F. - _ i* m-7-1 - - i LO- - O'-0' F.F.FRdtSH-FLOof. I . 1 FINISH FOR1-1 (E) BASE, PAINT EPT-2 (N) CLEAR ANODIZED (N) SECURITY CAMERA— I STOREFRONT WINDOWS I -' (N) CLEAR ANODIZED— (E) SPLIT FACE CMU — STOREFRONT WINDOWS WALL, NATURAL FINISH TO REMAIN (TYP.) (N) CLEAR ANODIZED— (E) BASE, PAINT STOREFRONT WINDOWS - - J (E) BASE, PAINT Q 6/8/20 Planning comments - -13'-8`AF.F.di - - - BASEMENT FLOOR 6/2/20 Proto 20.2 Updates 4/30/20 Issued for Bid 4/20/20 Submittal Set 2. WEST ELEVATION - PROPOSED (FACING SW DARTMOUTH ST.) 4/10/20 80% Review Set PROJECT INFORMATION BLOCK A2,0 118"=11-0" DT2/25/2020 J 225/2a2o DRAWN BY: PM CHECKED BY: AS MODEL DRAWING STANDARDS v20.2 SHEET TITLE EXTERIOR ELEVATIONS WEST SHEET NUMBER A2 . O EXTERIOR FINISH MATERIALS il 1 1 MANUFACTURER SHERWIN-WILLIAMS PRODUCT METALATEX ACRYLIC SEMI-GLOSS EPT-1 COLOR SW 7045 INTELLECTUAL GRAY FINISH SEMI-GLOSS 11.1.1 EXTERIOR PAINT MANUFACTURER SHERWIN-WILLIAMS RODUCT METALATEX ACRYLIC SEMI-GLOSS EPT-2 COLOR SW 7036 ACCESSIBLE BEIGE 11111 FINISH SEMI-GLOSS DIRECT-APPLY FINISH SYSTEM(ALT.TO PAINTED STEEL DECK) MANUFACTURER STO DFS-1 PRODUCT STOQUIK GOLD 1 COLOR MATCH SHERWIN WILLIAMS SW 7045 INTELLECTUAL GRAY 1 FINISH STOLIT 1.0 IO LU IY Q (E) STANDING SEAM (E) STANDING SEAM LU METAL ROOF TO REMAIN METAL ROOF TO REMAIN Ey AA125'-9'AF.F. (E) MECHANICAL ROOF (E) MECHANICAL ROOF Y T.O.ROOF (E) WALL PACK TO TOP SCREEN & RTU TOP SCREEN & RTU - AF.F.diokk REMAIN SHOWN HIDDEN SHOWN REDDEN $2TA.ROOF / M STANDING SEAM � -_- � __ METAL ROOF TO REMAIN - ±19"-Cr A. �% - CI -----r/ ` T.O.ROOF .--1. ."--------, . „.___ / N W / �\ / �. / \ 00 1— tii r - ;,� 1- I_ \-1 D • __ _ _ - - ! i iii i i - - - - X11�'AF.F. /I��� (� �I *Z'Z" ,� - I B.O.SOFF r-/ .. : t L ___ il it III I[ I� r __ - r (E) STOREFRONT gl- W [ _ _ Hil III I __ _ HI _ ° _ _ WINDOWS TO BE 4 -I i 01 III I� - I „4 I C REMOVED. PREP FOR O . - ILIII I III I - - JI ,, I I -"r�` f / REPLACEMENTt3'47 AF.F. li _ N O 0 ig 0 IIII� �f' F.F - - -ISH FLOOR - - - _ . . I r i r- o3F6Fi* CO 0 W — 0PORTION OF (E) EXTERIOR PORTION OF (E) EXTERIOR N - PORTION OF (E) EXTERIOR (E) BASE TO REMAIN I \—/ Z a 0 C / - ! / WALL TO BE REMOVED WALL TO BE REMOVED FOR (N) WALL TO BE REMOVED EXISTING {TYP.) ROUGH OPENING. PREP FOR FOR (N) ROUGH OPENING (E) STOREFRONT WINDOWS TO BE (E) BASE TO REMAIN (N) NEW EQUIPMENT. - REMOVED. PREP FOR REPLACEMENT EXISTING (TYP.) it la rt Ca Ce Li- ILI 04 v) a $BAS-13'$'AF.F. - , - - - CO 0 43 EMENT FLOOR Z 0 (E) GAS METER O Z rimto (E) BASE TO REMAIN (E) ELECT. METERI. EXISTING (TYP.) W ••11 Q enZ IM 1 EAST ELEVATION - EXISTING Q - 1/8"=1 r-0" I A2.1 `.r CO)CM) ARCHITECT/ ENGINEER OF RECORD KEN McCRACKEN, ARCHITECT Architecture•Program Management-Permitting 6930 DESTINY DRIVE, #100 ROCKLIN, CA 95677 Contact:ARIANE SANDERS 707.655.4320 ASA N DERS@PM DGI NC.COM i These drawings and specifications are the confidential and proprietary property of JP Morgan Chase and shall not be copied or reproduced without written (E) FASCIA TRIMS, authorization. The contract documents were prepared for use on this specific site in conjunction with its issue dote and are not suitable for use on a different PAINT(EPT-t ) (TYP.) site or at a toter time. Use of these drawings for reference or example on AA. SIGNAGE BY SIGN tEl FASCIA TRIMS, (E) "GRAY"STANDING another project requires the services of property 5censed architects and (E) GABLE WALLS , VENDOR, UNDER PAINT EPT-1 (TYP.) SEAM METAL ROOF & engineers. Reproduction of the contract documents for reuse on another Project is not authorized. SEPARATE PERMIT SCREEN TO REMAIN (TYP.) (N) LED WALL PACK PAINT (EPT-t {TYP.] [E) "GRAY"STANDING (PAINT GABLE WALLS , 4 (E} FASCIA TRIMS, 24'6"AF.F. 25�1'AF.F. CHASE T.O.ROOF - SEAM METAL ROOF & ____ ^11-1001 PAINT {TYP.) BY)SIGN VENDORGE PAINT(EPT-t (TYP.) - T.O.ROOF SEAL SCREEN TO REMAIN (TYP.) -(E) GRAY STANDING (E) WALL PACK TOi . - / - '- / ` /))) �` PAINT(EPT- ) (TYP.) SEAM METAL ROOF REMAIN,TYP. U.N.O. , i : . ! ` TO REMAIN [TYP.Jl9'-0AF.F �� E� C/y/ C�"I T.O.ROOF C KENNETH J. �C� E FASCIA TRkMS, M RACKE � I \ '/ _ r/4_ ��/�-- --- lIll _ �PAINT (TYP.} • tl - - f r / j� 1 f ll - X11 Vii'AF.F. �� License#5599 �0 I \- B.O. SOFF qJ �3 (E) SPLIT FACE CMU - —� ,, 4 11686 �� � OF WALL, NATURAL FINISH + T (N) CLEAR ANODIZED I___ STOREFRONT WINDOWS 0 4/20/20 TO REMAIN (TYP.] / /_ C ®\_ -- ' \ _ 3'-O A F.F. KJM/2584 \ , � - •- T.O. BASE $ _ _ _ 'AF.F- FINISH FLOOR 1 - �� - i'N A I FliN.f ISSUE DATE DESCRIPTION (E) SPLIT FACE CMU (E) BASE, PAINT EPT-2 (N) STOREFRONT WINDOWS PROPOSED ATMA WARE, NATURAL FINISH E / TO REMAIN (TYP.) AND ENTRY DOORS WITH SURROUND BY SIGN (E) BASE, PAINT( EPT-2) (N) SECURITY CLEAR ANODIZED FRAMES VENDOR, UNDER (E) BASE AND - . _1 1 (TYP.) CAMERA,TYP. SEPARATE PERMIT COLUMNS , PAINT EPT-2 (E) RETAINING WALL (N) CLEAR ANODIZED (N) LED WALL PACK PROPOSED AHD AND RALING, STOREFRONT WINDOWS PAINT( EPT-2) 1 $' F. 131lSEMEAF.F. R FLOO — 3' � \ 6/8/20 Planning comments (E) GAS METER (E) ELECT. METER /I\ 6/2/20 Proto 20.2 Updates 4/30/20 Issued for Bid 4/20/20 Submittal Set 4/10/20 80% Review Set (2--- EAST ELEVATION - PROPOSED PROJECT INFORMATION BLOCK JOB # JPM19015.0 A2.1 1/8"=1P-O" DATE: 2/25/2020 DRAWN BY: PM CHECKED BY: AS MODEL DRAWING STANDARDS v20.2 SHEET TITLE EXTERIOR ELEVATIONS EAST SHEET NUMBER A2 . 1 EXTERIOR FINISH MATERIALS din\ 1I. MANUFACTURER SHERWIN-WILLIAMS 111 PRODUCT1 METALATEX ACRYLIC SEMI-GLOSS COLOR SW 7045 INTELLECTUAL GRAY FINISH SEMI-GLOSS EXTERIOR PAINT MANUFACTURER SHERWIN-WILLIAMS RODUCT METALATEX ACRYLIC SEMI-GLOSS EPT-2tin COLOR SW 7036 ACCESSIBLE BEIGE FINISH SEMI-GLOSS DIRECT-APPLY FINISH SYSTEM(ALT.TO PAINTED STEEL DECK) MANUFACTURER STO DFS-1 • PRODUCT STOQUIK GOLD COLOR MATCH SHERWIN WILLIAMS SW 7045 INTELLECTUAL GRAY I FINISH STOLIT 1.0 I I ie P_ n w (N) SIGNAGE BY SIGN < VENDOR, UNDER w 25=9'AF.F. _ SEPARATE PERMIT Cl— 1-1 T.O.ROOF (E) "GRAY"STANDING SEAM METAL ROOF TO REMAIN (TYP.) CI (E) STANDING SEAM fE) FASCIA TRIMS, �� PAINT(EPT 1 (TYP.) Ill METAL ROOF TO REMAIN csi ull1 - -II (E) FASCIA TRIMS, CO Fn.24'$'A.F.F. — I I PAINT EPT t (TYP.) \\L T.O.ROOF , In IM pm {E) WALL, PAINT( EPT-2) (TYP.) ��,�19-0'AF.F. Y T.O.ROOF - HAS E �i a 0i• W _ Il (E) WALL, PA€NT(EPT-2> (TYP.) CO (E) BASE , PAINT CD (TYP.) O N _ _ [� 0'-0"A F.F. _ _ a o 4 V r.N 1 I ♦ FINISH FLOOR (E) BASE, PAINT EPT-2 TYP. _ (TYP.) �y LL. 11�6'AF.F. 11 I II liki B.O. SOFFIT I In -III— - - 7 o n _ _ 0 Cl- I __ HI I III ICO(E) COLS. , PAINT EPT-2) (TYP.) _I, 1 (E) WALL PACK TO REMAIN, MW V � �If I III IH TYP. U.N.O. Z 0 < 0 :EREMOVEuh H _ III I _III \ II I� ^ �I III I� CL — 3'-0'AF.F. — IE III �-�I i� — JJ� JIL_ —/J� — J _ _../1 — _ — J1 gt Ull W ❑ 411-1 B.O. BASE II TIs €II — — — (E) DOORS &TRIMS, 0'-0'AF.F. 1 - -- �' �j, i n R BASEMEN FLOOR PAINT EPr-2 [TYPLi w 4 v) < .) 1410 (E) DOORS &TRIMS, (E) STOREFRONT WINDOWS TO BE PAINT(EPr-2> {TYP.) Z CI — REMOVED. PREP FOR REPLACEMENT 0 MN Z r W J a ,.... en 4 _ 1 1 NORTH ELEVATION - EXISTING (FACING PACIFIC HWY. W) 3 SOUTH ELEVATION - EXISTING (FACING SW ATLANTIC ST,) = CC A2.2 1/8"=1r-all A2.2 1i8n=1r-0° LI/ %Imo ARCHITECT/ ENGINEER OF RECORD KEN McCRACKEN, ARCHITECT Architecture•Program Management•Permitting 6930 DESTINY DRIVE, #100 ROCKLIN, CA 95677 Contact:ARIANE SANDERS 707.655.4320 ASA NDERS@PMDGINC.COM These drawings and specifications are the confidential and proprietary property of JP Morgan Chase and shah 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 ste or at a bier Time. Use of these drawings for reference or example on another project requires the services of property icensed architects and engineers. Reproduction of the contract documents for reuse on another project is not authorized. SEAL \< V,_DAR6�i KENNETH J. �n (E) FASCIA TRIMS, �` PAINT +� (TYP.) _J±24AF.F. T.O.ROOF • AM S, WA (E) "GRAY"STANDING License#5599 19'-O AF.F. SEAM METAL ROOF i — TO REMAIN (TYP.) ��� ��� Y T.O.ROOF � F OF � 04/20/20 ±1 I'-6'AF.F. I \ I (E) FASCIA TRIMS, KJM/2584 — r PAINT EPT-1 (TYP.) Y B.O. SOFFIT I I I " CIASEa--� ' (N) SECURITY CAMERA ISSUE DATE DESCRIPTION \ (N) ENTRY DOORS i — / (E) WALL, PAINT (TYP.} 11-1 B.O. BASE Iiiiik±3'-0'A.F.F. _ A I/ l 0'-0'AF.F. 1 (N)NIsH CLEAR ANODIZED I (E) BASE, PAINT EPT-2 {TYP.) (N) SIGNAGE BY SIGN VVENDOR, UNDER STOREFRONT WINDOWS SEPARATE PERMIT /1\ 6/8/20 Planning comments /I\ 6/2/20 Proto 20.2 Updates 4/30/20 Issued for Bid 4/20/20 Submittal Set 4/10/20 80% Review Set 2 NORTH ELEVATION - PROPOSED (FACING PACIFIC HWY. W) PROJECT INFORMATION BLOCK JOB # JPM19015.0 DATE: 2/25/2020 2.2 1/8"=V-0" DRAWN BY: PM CHECKED BY: AS MODEL DRAWING STANDARDS v20.2 SHEET TITLE EXTERIOR ELEVATIONS NORTH & SOUTH SHEET NUMBER A2 • • • I DEMISING WALL STUDS @ 16"O.C.PROVIDE MIN.5/8"TYPE"X GYP,RD.ONillp _ BOTH SIDES; MOUNTED W!1'SCREW TYPE S WITH 8"O.C.ON PANEL EDGES . / AND 12'O.0 IN FIELD OF PANEL FOR U419 FR CONSTRUCTION d � T.Q.SECURITY MESH / / / ■ 12'-0"AFF ,.1 /, f ,i11111 SCHEDULED FINISH CEILING SCHEDULED FINISH CEILING ♦� WA j ii ♦ SCHEDULED FINISH CEILING 1■�� I evfiNii■/ :I AD,• i'j �` 1■ / 6 ii 1 —*— 112'TYPE'X'GYP.BD.OVER MESH, // / 1, • 1 •1/2"GALV.STL.Z-FURRING AT 16' 1 1/2"GALV.STL.Z-FURRING AT 15' _ TAPED 8,FINISHED ■■ o.c.WITH RIGID XPS INSULATION o c.WITH RIGID XPS INSULATION _ 1!8'SECURITY MESH MODEL#ASM.75-13F AS MFRD.BY / / (R 7.5 MIN.) (R 7.5 MIN.} �Y / �� AM1C0 wl AMICO SECURE CLIPS SPACED 12"D.C.VERT. / ,/, �� . @ EA.STUD(24 CLIPS MIN.PER 4'x8 PANEL). USE FINE �� �� 51$"TYPE'X'MOISTURE-AND ....-------- .1/ � 5/8"TYPE'X MOISTURE-AND THREAD#8 SHANK BUGLE HEAD SELF TAPPING y/ _ MOLD RESISTANT GYPSUM BOARD PANELS-TAPE AND GYPSUM BOARD . SCREWS AT MTL.FRAMING LONG ENOUGH TO // �i / PANELS-TAPED AND FINISHED PANELS-TAPED FINISHED PENETRATE FRAMING 318'OR 1 518'FINE THREADED#& SHANK DRYWALL SCREWS AT WD.FRAMING. UL FIRE / ADJ. RATED ASSEMBLIES WILL NOT BE JEOPARDIZED BY ■� I (E)C.M.U.BLOCK WALL (E)CONCRETE WALL TENANT I/ //// Ua MESHIREAD AI AT MASONRY LWA BLS CT FELE#1857}. NO / �� R-19 MIN.INSULATION BY CHASE G.C. ////// �• 5/8"TYPE'X GYP BD.TAPED&FINISHED / % ill T.O.CONC. p // /7/ /74 SLAB OVER{E)STUD FRAMING SY CHASE G.C. LLJ/ / ■■ WHERE GAP OCCURS,PROVIDE FIRE IX <L , L-/ RATED SEALANT w rz a_ WB EXISTING EXTERIOR C.M.U. WALL EXISTING CONCRETE WALL CONSTRUCTION (2 HRS RATED) WD TENANT DEMISING PARTITION WITH 1 1/2" FURRINGK-..\1\/\1 >- WITH 1 1/2"FURRING 1 HR FIRE RATING PROVIDE FIRE BARRIER(UL DES U419) ICil EXISTING EXTERIOR C._M_ .U.WALL EXISTING CONCRETE WALL CONSTRUCTION (2 HRS RATED) TENANT DEMISING PARTITION VWB1 WITH 3 1/2" FURRING WITH 3 1/2"FURRING WD1 SAME AS WD-DOUBLE WALL FRAMING 1110\ N W O0i N O. a W oa —I = N O a N c� 03 CI V oc 12"W.O. M Z 0 Q 0 SEE FLOOR PLAN 'MIN 22 GA.COLDFORM CL, SEE STRUCTURAL DRAWINGS FOR SEE STRUCTURAL DRAWINGS FOR SEE STRUCTURAL DRAWINGS FOR STEEL soFFrT BY OTHERS ❑ �— ATTACHMENT DETAILS �_ ATTACHMENT DETAILS tI ATTACHMENT DETAILS �/ III,III111I, a W 4 N Q B.O. STRUCTURE B.O. STRUCTURE =�- asr�' Z : CONTINUOUS FIRE CAULK AT TOP AT 24-HOUR VESTIBULES B.O. STRUCTUREa "� 1 • cwoG 1 SCREWS MUST BE: 1 16 mnr Z CI 0 AND FIRE-AND SOUND- „I • BuldexTEKSf3screwsat \ \/\ .MTL STUDS SCREWED TO TOP PLATE AND BOTTOM AT FIRE RATED RATED PARTITIONS ONLYWASS 17b•t•(or similar) 0 co _.0 ~ STAGGERED AT 48" MAX. FASTENED TO n PARTITIONS ONLY �' il lb( ROOF FRAMING ABOVE, SEE STRUCTURAL I V I V EXTEND GYP. BD. FINISH TO 1 AT 24-HOUR VESTIBULES AND FIRE- !,H,111...,„_ IUNDERSIDE OF ROOF DECK \-\,// DWGS. FOR ATTACHMENT DETAILS Lj1.I W -1 4 _ \ - _ AND SOUND- RATED PARTITIONS • L '''''.------• ONLY EXTEND GYP. BD. FINISH TO AT FIRE-AND SOUND-RATED •‘ AD it IM METAL TOP CHANNEL I PARTITIONS ONLY APPLY (4 Z • UNDERSIDE OF ROOF DECK i #n zo ( FIRE RATED OR ACOUSTIC 4 —• SCHEDULED FINISH CEILING SCHEDULED FINISH CEILING SEALANT TOP AND BOTTOM OF SCHEDULED FINISH CEILING 21 ` . �� i �� I WALL �; •- IllCli) i i 3 5/$"x 20 GA. METAL STUDS AT 16" 4"xX 0 GA. METAL STUDS AT 16"O.C. Ail \ SCHEDULED FINISH CEILING 4 METAL STUDS AT 16" � I ' `k✓ O.C. MAX. MA b"x 20 GA. METAL STUDS AT - O.C. MAX. " 1 I I 16"O.C. MAX. 3-1/2"ACOUSTIC BATT INSULATION 3-1/2"ACOUSTIC BATT INSULATIONI ` 3-1/T ACOUSTIC BATT a (TYPE WJ1 ONLY) FASTENERS TO USE:1/4" BATT INSULATION AS INSULATION REQUIRED • (TYPE WL1 ONLY) I I I diameter TapcontAnchors I = •I i with 7'min.embedment 4 �� 48"o.c.(ICC ESR 36991 I 1 5/8"TYPE'X' GYP. BD. r Special Inspection Not ARCHITECT/ ENGINEER OF RECORD `--"4"----- I �/ Required- I IBC 2015 � — 5/8"TYPE'X' GYP. BD. EACH SIDE - 5/8"TYPE'X' GYP. BD. EACH SIDE I '� 5/8"TYPE'X' GYP. BD. EACH i EACH SIDE I _ 17(35.125 Exception 3) KEN McCRACKEN, s 114" DIA X 1 314"TITEN HD @ 48"O.C., S.S.D. 1/4" DIA X 1 3/4"TITEN HD @ 48" O.C., S.S.D. , DIA X 1 3/4"TITEN HD @ 4$"O.C., S.S.D. — ARCHITECT '�� • 1/4" DIA X 1 3/4"TITEN HD @ 48" 0.C., S.S.D. 1 T.O. SLAB T.O. SLAB i T.O. SLAB I I _ -,,,, Architecture•Program Management•Permitting / Jar / T / ' / T.O. SLAB 3 6930 DESTINY DRIVE, #100 L-t, RCiCKLIN, CA 95677 —= Contact:ARIANE SANDERS w 707.655.4320 ASANDERS@PMDGINC.COM TYPICAL INTERIOR PARTITION• TYPICAL 4"METAL STUD INTERIOR PARTITION TYPICAL 6"METAL STUD INTERIOR PARTITION TYPICAL 4"METAL STUD INTERIOR PARTITION WM STOREFRONT/ PARTITION SYSTEM 3-5/8"METALSTUD NON RATED NON RATED WK NON RATED NON RATED W/O ACOUSTIC BATT INSULATION NON-RATED i SAME ASWI INTERIOR SOUND RATED PARTITION-SAME AS WJ INTERIOR SOUND RATED PARTITION -SAME AS WK SAME AS WL WI 1 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 WI 3 1/2"ACOUSTIC BATT INSULATION ONE SIDE TO U/S OF ROOF ONE SIDE TO U/S OF ROOF 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 SAME AS WI SAME AS WJ SAME AS WK site in conjunction with its issue dale and are nolgsuitable for use on a differentff WI 2 - site or at a later time. Use of these drawings for reference or exam ie on 6"20 GA METAL STUDS @ 16"O.C. W/GYP. BD. ON ONE SIDE TO U/S OF ROOF DECK W/3/4"PLYWOOD BARRIER UNDER GYP.BD. FINISH ON another project requires the services of property licensed architects and engineers. Reproduction of the contract documents for reuse on another • VESTIBULE SIDE project is not authorized. BALLISTIC PARTITION . 40 4. SAME AS WJ NOTE: USE MOLD RESISTANT GYP. BD. ON ALL WALLS IN WET 3/4"PLYWOOD BARRIER UNDER GYP. BD. FINISH AREAS, IE. RESTROOMS, JANITOR ROOM, ETC. j SAME AS WI EXCEPT ADD 5/16" BALLISTIC PANEL SYSTEM 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 i• � �� ARS, NOTE: USE MOLD-RESISTANT GYP. BD. ON ALL WALLS IN WET NOTE: USE MOLD-RESISTANT GYP. BD. ON ALL WALLS IN WET AREAS, IF. RESTROOMS, JANITOR ROOM, ETC. C3:i-s //4 AREAS, IE. RESTROOMS, JANITOR ROOM, ETC. i KENNETH J. M RACKE • " AM S, WA j) License#5599 OF 04/20/20 • KiM/2584 ISSUE DATE DESCRIPTION / \ 6/8/20 Planning comments / I \ 6/2/20 Pfoto 20.2 Updates I 4/30/20 Issued for Bid 4/20/20 Submittal Set 4/10/20 80% Review Set PROJECT INFORMATION BLOCK JOB # JPM19015.0 DATE: 2/25/2020 DRAWN BY: PM CHECKED BY: AS I MODEL DRAWING STANDARDS v20.2 SHEET TITLE WALL TYPES WALL TYPES SHEET NUMBER 1 A3.1 1 1/2" = 11-0F' A3 • WINDOW TYPES DOOR TYPES SCHEDULE il TYPICAL SIZE DOOR FRAME NOTES DOOR NUMBER TYPE W H T MATERIAL FINISH MATERIAL FINISH HDWR. © 3 1 A 3-0 TWIDE-STILE, 10"BOTTOM RAILS;REMOVABLE MULLION, NM (2) -6" 1 314" ALUMINUM/INSUL. GLASS CLEAR ANODIZED ALUMINUM CLEAR ANODIZED 01 A3.2.1 A3.2.1 ENTRAN E STORE HOURS SIGNAGE BY OWNER 15'-10" 6-0" y ±6'-0"(EXIST.OPNG.) ±1T-10"(EXIST.OPNDG.)=4 EQUAL SPACES A WIDE-STILE, 10"BOTTOM RAILS,REMOVABLE MULLION, 1.11111 �. ', 12 (2)3'-0" 8'-6" 1 314" ALUMINUM 1 INSUL. GLASS CLEAR ANODIZED ALUMINUM CLEAR ANODIZED 01A z" 2" 2� (2ND ENTRANCE) STORE HOURS SIGNAGE BY OWNER -AP' 4'-7" 5-0" 4'-7" 11' it } `rl • � 11 B 3'0" 7'-6" 1 3!4" ALUMINUM I GLASS CLEAR ANODIZED ALUMINUM CLEAR ANODIZED 02 NOT USED IN PROTOTYPE PLANS.WIDE STILE, 10"BOTTOM VESTIBULE RAILS,REMOVABLE MULLION i BUILDING ADDRESS \ 4 \\ " -I' '`• rt ;3-4 A OK/6;ia E 3-01SOLID-CORE PAINT TO MATCH PAINT TO MATCH R \, \ \ SIGNAGE BY G.C. \� "' " 2,3,6 SECURED 3'-4" T-0" 1 3/4" FLUSH WOOD ADJACENT WALL HOLLOW METAL ADJACENT WALL 03 CLOSER CONCEALED FROM CUSTOMER VIEWUlli \ AUTOMATIC DOOR a - OPERATOR a F TYPICAL AT RESTROOMS AND SDB ROOMS WITH VIEWING REMOVABLE MULLION 0 -.. /' � \BRAND SIGNAGE BY Z PRIVACY 3'-0"1 " PAINT TO MATCH PAINT TO MATCH CARRELS. UNDERCUT DOORS 1"WHEN ROOM PROVIDED i. a. rn 7,8 7-0 1 314" SOLID-CORE WOOD HOLLOW METAL 04 / WITH ONLY SUPPLY AIR OR RUTURN AIR OR EXHAUST. \ OWNER'S SIGNAGE w (RESTROOM, 3`-4" ADJACENT WALL ADJACENT WALL z9 ,, ►ins o cr�AsaE t VENDOR /� ADHESIVE AUTO DOOR nin 4.., SDB CHEST RM.) • . CAUTION SIGN BY DOOR Fl TYPICAL AT SDB VIEWING ROOMS. UNDERCUT DOORS 1" n HARDWARE INSTALLER 3'0"I3'-4PAINT TO MATCH PAINT TO MATCH �J \\ \ \ \ \\ \ PRIVACY T 0" 1 3/4" SOLID CORE WOOD HOLLOW METAL 04A WHEN ROOM PROVIDED WITH ONLY SUPPLY AIR OR `--ADA SIGNAGE BY OWNER'S \ \ \ '-0" ADJACENT WALL ADJACENT WALL I SIGNAGE VENDOR 4s--- � MONI (SDB VIEWING RM.) RUTURN AIR OR EXHAUST. \ \ ' DOOR, FRAME, HINGE AND CLOSER PROVIDED BY BANK °� - r STORE HOURS AND 4 G 1-0"/ REINFORCED SOLID- PAINT TO MATCH PAINT TO MATCH EQUIPMENT VENDOR-G.C.`S PAINTER TO FIELD PRIME \�\ \ RESTRICTIONS SIGNAGE sY o 0 10 T 0" 1 314" HOLLOW METAL 10 T OWNER'S SIGNAGE VENDOR M x•2.1 BULLET RESISTANT 3'-4" CORE FLUSH WOOD ADJACENT WALL ADJACENT WALL WITH ETCHING PRIMER AND PAINT DOOR AND FRAME m. T T I7 • EGRESS DOORS IN HOLLOW METAL FRAMES O 5 6 (A) 3 0" T-6" 1 314" INSUL.STEEL INT.: MATCH WALL HOLLOW METAL INT.: MATCH WALL 090\ (ALu NODIZED � S , CLEAR ANODIZED C CLEAR ANODIZED D CLEAR ANODIZED EGRESS/STEEL EXT: NIA EXT: N/A cE A3.2.1 A3,2.1 STOREFRONT STOREFRONT STOREFRONT STOREFRONT Q OMIT CLOSER AND HOLD-OPEN AT DOORS TO ROOMS CZ WITH LADDERS ONLY.UNDERCUT DOORS 1"WHEN ROOM a_ L SOLID-CORE PAINT TO MATCH PAINT TO MATCH PROVIDED WITH ONLY SUPPLY AIR OR RETURN AIR OR 4 UTILITY 3'-0" T-0" 1 3/4" FLUSH WOOD ADJACENT WALL HOLLOW METAL ADJACENT WALL 06 EXHAUST. PROVIDE KICK PLATES AT EACH SIDE,AND COMBINED STOP/HOLDER PER HARDWARE SCHEDULE. CI CD TYPICAL AT 2ND DOOR IN A SERIES TO A ROOM WITH BANK 5 PASSAGE 3'4" 7'-0" 1 314" FLUSH WOOD ADJACENT WALL HOLLOW METAL ADJACENT WALL 05 EQUIPMENT WHERE THE FIRST DOOR 15 TYPE E;ALSO FOR ±6-0"(EXIST.OPNG.) ±22'-10'(EXIST.OPNDG)=4 EQUAL SPACES *6'�4'(EXIST.OPNG.) 4. ±24'-8"(EXIST.OPNG.)=5 EQUAL SPACES USE AT NON-SECURED CLOSETSTr 001101%, t t ). t 1 t - •• • • . . . Q SEE PLAN FLUSH W1 NA ALUMINUM 1 BLACK ANODIZED ALUMINUM CLEAR ANODIZED BY MFR. OMI SECURITY SOLUTIONS TRANSPAROLL NPT a -- OVERHEAD COILING CEILING POLYCARBONATE (SUBSTITUTIONS NOT PERMITTED). PROVIDE FLUSH KEY SWITCHES WITH SCHLAGE C123 CORES:2 AT SITES �\ �\ \ \ ;•;\• WITHOUT SEPARATE EMPLOYEE ACCESS, 1 AT SITES WITH IM \\`, \\ SEPARATE EMPLOYEE ACCESS;PROVIDE BATTERY CO In 1uu1 c� BACKUP POWER WITH REQUIRED ACCESS ABOVE CEILING. I z R 3'-0" 7'-6" 1 314" ALUMINUM/GLASS BLACK ANODIZED ALUMINUM BLACK ANODIZED 16 CL a W co 0 EMPLOYEE ENTRANCE M z oQ -I = C4 Co �' X �' N ILI * . * Ti * \ ova 0h \ * * 0,,. � DOORN � OO TYPES co 0 a. 4 V Ce MZ4 A32.1 `v 0 T T \\\ T T \\ T Q O O am CLEAR ANODIZED 5 \CLEARANODIZED H J * W W Ci 0 0 STOREFRONT 0 5 STOREFRONTCe r/� MOUNT CLOSER TO , ILI 4 �/ •:( ROOM-SDE OF DOOR ---�INTERIQR AUTO.DOOR J I I_ OPENER OMIT DOOR SCOPE Z CI C° - -J I' AT SDB VIEWING L-J / '►H 1 / \ L__J O V) I- LOGO SIGNAGE BY ROOMS AND / / \ Z ou�0 DOWNER'S VENDOR RESTROOMS '- AUTO-CAUTION-DOOR' t'y �? / LLI -I 4 © SIGNAGE-INCLUDED 1' \ Ch Z II _ WITH AUTO DOOR ROOM o '- ___ IDENTIFICATION -� / °"""e"s'�1z OPERATOR PACKAGE,OR wow b = PROVIDED SEPARATELY SIGNAGE, \ ' Vir© � � X -- - t BY G.C.- COMPLY WITH SEE SHEETAU.�3 = w a I ANSi1BHMA A159.10.-50" -\ 7 4 - 11- NOTES; 5 m - a z 1 A.F.F.±12"-COORD, TYPICAL ROOM \ / C11) Z ±24'-8"(EXIST.OPNG.)=5 EQUAL SPACES ti o N T I T POSITION WITH OWNER'S IDENTIFICATION _ ±20'8"(EXIST.OPNG)=4 EQUAL SPACES y \.FIELD VERIFY ALL FRAME&OPENING SIZES AFTER INITIAL Z w o I0 `� ,� 1 - t _ OTHER SIGNAGE SIGNAGE I \I I� y A- FRAMING COMPLETED-PRIOR TO SUBMITTING GLAZING SHOP o 0 1P DRAWINGS. ( A ) © 0 2.ALL GLAZING TO BE 1"INSULATED GLAZING WITH LOW-E ( B )SIMILIAR © �� `� \ \ \ \ � COATING. \ �' \ \ 5'-0" 'i" 3.STOREFRONT&GLAZING TO HAVE MINIMUM NFRC VALUES OF BY BANK EQUIP, V-10" 3'-2" REFER TO OWNER'S PUBLICATION CHASE ADA • VENDOR }_._ t y 0.26 SHGC AND 0.36 U-FACTOR. SIGNAGE STANDARDS AND GUIDELINES,LATEST I 4.ALL UNIT DIMENSIONS ARE NOMINAL AND MAY VARY BY UNDERCUT DOORS 1"AT VERSION, ROOMS WITHOUT R.A.OPGS.-I ARCHITECT/ ENGINEER OF RECORD z \ MANUFACTURER-COORDINATE WITH WALL SECTIONS SIGNAGE REQUIREMENTS AND GUIDANCE CL i o \ 5.INDIVIDUAL LITES DESIGNATED WITH THE'T'SYMBOL REQUIRE Z N \o+�seo TEMPERED SAFETY GLASS-VERIFY ADDITIONAL REQUIREMENTS KEN McCRACKEN, o ,� WITH APPLICABLE BUILDING CODES ARCHITECT 0 Z\ \\ 6.MODIFY SIGNAGE DESIGN AS REQUIRED TO COMPLY WITHg Permuting Architecture•Program Management• X ---H- \\ \\ \\ Z9 LOCAL BUILDING AND ZONING CODES AND SUBMIT TO OWNER 6930 DESTINY DRIVE, #100 IU inti Ti ] / FOR APPROVAL. "' 7.REFER TO OWNER'S PUBLICATION CHASE ADA SIGNAGE ROCKLIN, CA 95677 STANDARDS AND GUIDELINES.LATEST VERSION, FOR Contact:ARIANE SANDERS ADDITIONAL OWNER AND REGULATORY SIGNAGE 707.655.4320 o \ \ \ ASANDERS4PMDGINC.COM \` \``\ \\ \\ N T T T T T \\ T T REQUIREMENTS AND GUIDANCE DOOR SCHEDULE NOTES \" / 8.AT NON-ADA-COMPLIANT ENTRANCES, PROVIDE ADA-COMPLIANT \ ANODIZED DIRECTIONAL SIGNAGE FEATURING THE INTERNATIONAL SYMBOI \ ' ( E OF A KEYR AN K j CLEARACCESSIBILITY AS READ.TO DIRECTAPPROACHING FOOT DOOR AND HARDWARE NOTES: 12. EGRESS DOORS SHALL BE READILY OPEN FROM THE EGRESS SIDE WITHOUT THE USE OY °° \ \\ VW STOREFRONT O TRAFFIC TO THE COMPLIANT ENTRANCE SPECIAL KNOWLEDGE OR EFFORT. ENT T T T 1. EXTERIOR METAL DOORS TO BE GALV. & INSULATED 13. WHERE KEY-OPERATED LOCKING DEVICES ARE USED ON MAIN EXTERIOR DOOR OR DOORS, POST A SIGN ON OR 2. HOLLOW METAL JAMBS IN MASONRY TO BE GROUTED SOLID. ADJACENT TO THE REQUIRED MAIN EXIT DOOR WITH 1-IN LETTERING STATING:"THIS DOOR TO REMAIN UNLOCKED 3. ALL DOORS WITH LOCKING HARDWARE, INCLUDING ALL CIPHER LOCKS AND STOREFRONT DOORS, WILL HAVE A WHEN THIS SPACE IS OCCUPIED." These drawings and specifications are the confidential and proprietary property 0 CLEAR ANODIZED SCHLAGE EVEREST C-123 REMOVABLE CORE, PROVIDED BY THE G.C./SUB. COORDINATE PERMANENT CORE / KEYING 14. REFER TO MECH PLANS FOR DOORS THAT NEED TO BE UNDERCUT. of JP Morgan chase and shall not be copied or reproduced without written STOREFRONT MANE'R & INSTALLATION WITH ARCHITECT. PERMANENT CORE / KEYING INCLUDED IN BID KEYING ALLOWANCE. 15. COORDINATE PERMANENT CORE / KEYING MANF'R & INSTALLATION WITH ARCHITECT. CONSTRUCTION CORES BY site in authorization. tion wiithatfs issue doe and are ncuments were ot suaitable lou use on asit specific CONSTRUCTION CORES BY G.C. GENERAL CONTRACTOR. 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 4. DOORS NOT HAVING PANIC HARDWARE SHALL HAVE LEVER TYPE DOOR HANDLES. 16. REFER TO HARDWARE SPECIFICATIONS FOR CLOSER MOUNTING LOCATIONS. engineers. Reproduction of the contract documents for reuse an another project is not authorized. 5. ALL DOOR HARDWARE TO MEET ADA ACCESSIBILITY GUIDELINES: 17. ALL EGRESS DOOR SHALL BE READILY OPERATED FROM THE EGRESS SIDE, WITH A SINGLE ACTION WITHOUT THE USE OF A. HAND--ACTIVATED DOOR OPENING HARDWARE, HANDLES, PULLS, LATCHES, LOCKS AND OTHER A KEY, THUMB TURN, OR ANY SPECIAL KNOWLEDGE OR EFFORT. ONLY THE MAIN DOORS MAY BE PERMITTED TO HAVE OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND KEYED-OPERATED LOCKING DEVICES IF ALL OF THE FOLLOWING ARE IMPLEMENTED: DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. a) THE LOCKING DEVICE IS READILY DISTINGUISHABLE AS LOCKED, IN ACCORDANCE WITH OFC 1010.1.9.4.2.1. SEAL B. HARDWARE SHALL BE CENTERED BETWEEN 34 INCHES (863 MM) AND 48 INCHES (11 17 MM) ABOVE THE FLOOR. b) A SIGN PROVIDED ABOVE THE DOOR DECLARING: 'THIS DOOR TO REMAIN UNLOCKED"WHEN THIS SPACE C. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL IS OCCUPIED", IN ACCORDANCE WITH OFC 1010.1.9,4.2.2. �� �� ARS MOTORIZED SHADE BE OPERABLE BY LEVER-TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, U-SHAPED HANDLES OR NOTE: A DEAD BOLT OR A THUMB BOLT LOCK IS NOT ALLOWED. t /, DISCONNECT SWITCH11)a I 1//// / (E)CMU WALL OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE. / D. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. C.3 KENNETH J. '� 3ra"FLEX CONDUIT E. DOOR CLOSING SPEED SHALL COMPLY WITH 2010 ADA STANDARD SEE SHEET A0.2.1. GLAZING VALUES: MC RACKS THROUGH LINTEL TO (E)FURRING,REPLACE AS SHADE ENCLOSURE AMO NEEDED TO MATCH EXISTING F. THE FORCE FOR PUSHING OR PULLING OPEN INTERIOR AND EXTERIOR SWINGING EGRESS DOORS, OTHER THAN SHGC = 0.25 FIRE DOORS, SHALL NOT EXCEED 5 POUNDS. U-VALUE = 0.32 I 1 RUBBERIZED ASPHALT ADHESIVE G. FOR OTHER SWINGING DOORS, AS WELL AS SLIDING AND FOLDING DOORS, THE DOOR LATCH SHALL ' AM S, WA METAL STUD BOX BEAM- - FLASHING W/STAINLESS STEEL License#5599 EQ. EQ1. . �r REFER TO STRUCT.DINGS. DRIP EDGE-EXTEND6"OVER RELEASE WHEN SUBJECTED TO A 15-POUND FORCE.THE DOOR SHALL BE SET IN MOTION WHEN SUBJECTED TO A ABBREVIATIONS �AL. = ALUMINUM TEMP. ��1r �\ 2x6 WOOD NAILER JAMBS(REPLACE AS NEEDED) H. DOOR 30-POUNDTHRESHOLD SHRCE. THE DALL NOT EXCEED 1/2"WITH BEVELED SLOPE OOR SHALL SWING TO A FULL-OPEN ONOT N NMORE THAN 2:1 HEN SUBJECTED THE UPPER 1/TO A 15-POUND 4". GL. =TEMPERED GLASS / OF 0)�� Iwo / I. THE BOTTOM 10 INCHES OF ALL DOORS, EXCEPT AUTOMATIC AND SLIDING, SHALL HAVE A SMOOTH, H.M. = HOLLOW METAL s, SCHEDULED FINISH CEILING � UNINTERRUPTED SURFACE. SH:CM.. = SOLID CORE 04/20/20 AUTO.DOOR BUTTON , K. PROVIDE TACTILE EXIT SIGN AT EXIT DOORS PER SHEET 2010 ADA STANDARDS SEE SHEET A0.2-3. WD. = WOOD MOUNTED WTHFACE �����.� 6. ON EGRESS THROUGH INTERVENING SPACES SHALL NOT PASS THROUGH ROOMS SUBJECT TO LOCKING. E.A. = EXTRUDED ALUMINUM KJM/2584 FLUSH WITH WALL 1 l 7. RETROFIT EXISTING DOOR AS REQUIRED TO FACILITATE REQUIRED DOOR FUNCTION/SECURITY. FINISH 2x WOOD FURRING AS { READ. I I - L{E)OVERHANG W.O. 8- BR DOOR SUPPLIED BY BULLET GLASS VENDOR. BR DOOR, FRAME AND HARDWARE FURNISHED AND INSTALLED BY I 1 SECURITY VENDOR. GC TO PAINT DOOR AND FRAME AND FURNISH AND INSTALL KICK PLATES. MOUNT CLOSER ON METAL GYP.BD.'L'TRIM L\ J H 112" SEALANT WI BACKER ROD PULL SIDE. ISSUE DATE DESCRIPTION SHIM 9. GC TO PROVIDE ALL KEYS AT TURNOVER. SEE SPECS FOR KEYING SCHEDULE SEALANT AND BACKER ROD I 10. GC TO PROVIDE CYLINDERS FOR ALL KEY SWITCH OVERRIDES POWER OPERATED 11. SALVAGED STOREFRONT DOORS MAY BE RE-USED AND RETROFIT ACCORDINGLY FOR NEW HARDWARE IN LIEU OF WINDOW SHADE NEW DOORS. 1 AUTO DOOR BUTTON 3 STOREFRONT WINDOW SILL(JAMB SIM) A3.2.1 3" = 11-0„ A3.2 1 1 1/2'I = 11-0" A 6/8/20 Planning comments L A 6/2/20 Proto 20.2 Updates 4/30/20 Issued for Bid 4/20/20 Submittal Set 4/10/20 80% Review Set RUBBERIZED ASPHALT FLASHING LAPPED OVER PROJECT INFORMATION BLOCK BACKER ROD AND SEALANT SILL PAN THIS DETAILPROVIDED FOR USE JOB # J PM 1 9015.0 STOREFRONT DOOR BOTTOM RAIL- ONLY WHERE REQUIRED BY CODE DATE: 2/25/2020 BACKER ROD AND SEALANT PER WOW SCHEDULE TO MAINTAIN TIGHT SILL GAP IN 112"EASED-EDGE SOLID UNDERCUT IN FIELD AS READ,FOR WOOD STUD FRAMING- WITH WEEPS(TYP.) Ex. INT_ HIGH WIND REGIONS DRAWN BY: PM I SURFACE MATERIAL STOOL �/ DOOR SWEEP METAL STUD FRAMING40111 REFER TO WALL TYPES- ADHERED TO NAILER rr, 2x P.T.WOOD SILL PLATE -40 . REFER TO WALL TYPES DOUBLE STUD AT .Arles DOVB E INsu�cLAZJNc HEADERS AND JAMBS dA..ri�ri.ri.ri.ras Rr*Ti'i.--, ALUM.SLLPAN WASH 1,12 PEMK0252x3FGTHERMALLY �EXISTING STOREFRONT DOOR JAMB CHECKED BY: AS .41111111111111110 7 / 4AwM STOREFRONT BROKEN EXTRUDED ALUMINUM METAL STUD ANCHOR WOOD STUD ANCHOR Z-R EXTRUDED ALUM. I r� 1/2" 1 / srsTEN,S Er,NBNoLo, SADDLE THRESHOLD-MATCH STOREOFRONT MA315 N OTERIALR EFINISEP-HATCH Z REVEAL MOULDING SEALANT STOREFRONT MATERIAL FINISH WITH 5/8"GYP.BD. WITH 518"GYP.BD. z / / 4, BACKER ROD AND SEALANT CEAL H NELANDHORIZONTAL 3 MODEL POCKET POCKET 0 % / ISOLATION JOINT WRAP WEATHER BARRIER WALK OFF MAT 440LI., - ria ENo omn isEA1 OVER _ ALIGN BACK OF FRAME -- - ALIGN BACK OF FRAME OVER SILL PLATE 3 0 R FASTENER HEAD) o r N DRAWING STANDARDS v20.2 wxai D rcwIKCONAT<• EXISTING INTERIOR a FROM EA,END a @ ra O.c„ CONCRETE FL00 MIN ERHEA,S SEAS , - s la --*-----ANE �EXISTING EXTERIOR CONCRETE WITH FACE OF STUD > WITH FACE OF STUD (E)FURRING W/ / w `' \ INSULATION (E)CONCRETE BASE WALL -r•- - SHEET TITLE PRE-FABRICATED AND PRE FABRICATED AND FASTENER HEADS SLAB 4 OWALK SLAB SLOPE 114"PER FT.MAX N PRIMED WELDED STEEL N PRIMED WELDED STEEL AlDOOR FRAME AlDOOR FRAME ±10' WEEP ° ° ° _ _ ° N�F.� SEALANT,BACKER DOOR SCHEDULE, SILENCERS EXP.JOINT ��\ SILENCERS w/COMPRESSBLE DOOR AND WINDOW \ c SCHEDULED DOOR SCHEDULED DOOR FIR •, \ TYPES AND DETAILS METAL FRAMING WOOD FRAMING SHEET NUMBER 2 INTERIOR DOOR HEAD / JAMB SIMILAR 4 STOREFRONT WINDOW SILL 5 STOREFRONT SILL AT SLAB 6 STOREFRONT DOOR THRESHOLD A3.2.1 3" = 1'-a" A3.2.1 11/2" = 11-0" A3.2.1 3" - 1'-0° A3.2.1 3" = 1 I-oll DOOR HARDWARE SCHEDULEBU ET-10 RESIST' T I CONTIN US HINGE SATIHROMEIST• LESS STE / B :ANKEQUIP,, NTVENDO _ EL IRONIC LO . HLAGE CO-111-CY-70-KP-S'*-626-PD-C1 626 SAT CHROMIU B :ANK EQUIP f ENT VEND ;NOTE 8 GROUP COMPONENT MFR. MODEL FINISH NOTES CLOS ' LCN 4011141.1-3077 CNS Sr 8 GRAY PA B :ANK EQUIP ENT VEND ,ADA COM: IANT 01 ILLI ENTRANCE / FLOe' STOP IV• FS13/FS17 .26 SATIN C.'OMIUM H R14 RIS AS REQUIR•11 01A BUTT HINGE(6) HAGER BB1191 4.5x4.5 L1 NRP 630 SATIN STAINLESS STEEL ICK PLATE IVES 84s; 630 SATIN AINLESS S ' L PUSH BE ONLY; 11"x 2"LESS T •N DOOR WI, H / ENTRANCE 2 DOORS.SPE 'I I DOORS •PE ! 2000 ILVER PAI ' AL. INUM BOD , NOTE 1 • REMOVABLE MULLION VON DUPRIN KR4854 SP28 GRAY PAINT • SILENC- 'S I S SR64 GR, ' PANIC BAR VON DUPRIN CD99E0 626 SATIN CHROMIUM • Uill 14 BARREL GES(1 PAI' 'ER LEAF) ' UARDIAN 2131 00 PAINT TO 'ITCH ADJ.F •R ISH AT C.M. . NCLOSUR. -OR EQUA 1000-LB.C''ACITY PER :•IR,PRIMED ; EEL PANIC BAR VON DUPRIN CD99NL-OP 626 SATIN CHROMIUM TRASH E 'LOSURE MORTISE CYLINDER SCHLAGE 20-001/C123 626 SATIN CHROMIUM NOTE 8 'ATE 135.100 PAINT 0 MATCH Ae . FINISH AT ST 'L POST EN OSURES-Or QUAL- 1001- B.CAPACI P. PER PAIR, "/MED STE MORTISE CYLINDER(2) SCHLAGE 20-001 XQ11-9481C123 626 SATIN CHROMIUM 1 ITCH ST' LEY 621513 GALVANI '11 STEEL 0' 'QUAL RIM CYLINDER SCHLAGE 20-022 626 SATIN CHROMIUM 1 •dLL(1 PER • •F) •-OWN BOL 6 .19 GALV, IZED STE OR EQUAL ANE BOLT PER LEAF) STAN 532531 ,l LVANIZED . EEL BY PA 'L SYSTEM NUFACTU"' ELECTRIC STRIKE VON DUPRIN 6111 FSE DS 24V 630 SATIN STAINLESS STEEL OMIT AT TYPE 01A(NOTES 4,5) CARD READER SYSTEM PARABIT ACSIEV2 BLACK PROVIDED AND INSTALLED BY OWNER'S SECURITY SYSTEM VENDOR. OMIT AT TYPE 01A(NOTES 4,5) 1 SP'iNG-LOAD e CASTERS 'ER LEAF) ABB TRADING 081-368 GALVANI D STEEL 0 QUAL BOLT.AND MISC. •RDWARE --- -- ST' LESS STEI OFFSET DOOR PULL(2) IVES 8190-0-0 630 SATIN STAINLESS STEEL / SET DO PULL(ALT (2) / / TRI,./ / 1191 -3-4.BPVC/ /PVC / PVC-CO ED"STAY- OL"PULL OR ES USE IN E DESERT OUTHWNLY / / / EMP16 LOY BUT HINGE(3) H ER B: 191 4.5x4.5 NRP B STOC• #006597 / i POWER OPERATOR LCN 4640CS CLEAR ANOD.ALUMINUM OMIT AT TYPE 01A. MATCH EXISTING STOREFRONT COLOR AT IN-LINE OR EXISTING BUILDING PROJECTS. ENTR• ICE O INCLUDE CONCEALED SWITCH BLANK END PLATE 334-2. (NOTE 5) MORTISE D.AD LATCH SCH • E 121:0/C123/SP . . SATIN CH'BMIUM WH• 'E DOOR M. 'S LOCK B02 IS READ. "OVIDE SC. •GE LOCK LINDER,A :I F07"SIO' 'OOM LOC ' ca w DOOR PUSHPLATES(2) 8310-853T FUNCTION; ' BA SINGLE TION COMP /ANT; NOT : Q EXCEPT CALIFORNIA PROJECTS LCN (4"SQUARE) SATIN S.S OMIT AT TYPE 01A LEVERS(2 CHLAGE SP A 626 S• CHROMIU uJ C}P�OR PUSHP 'TES(4) LCN 831 853T // S //TA /////// OMIT AE 01A SILEN . RS IVES Sft64 GRAY CALIFORN ' PROJECNLY ( " QUARE) OSERLCN 411-3077 NS STANDDPOWDE' OAT BLACDOO: 'USHPLAT8310-83 FLOOR ST•'' IVE FS13 S1762. .ATIN CHR• IUM 0: . BAR AT C IFORNIA P JECTS ON LCN x 3AR) 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. FOR USE ONLY AT LINEAR OR LINEAR-MEDIUM STANDARD PLANS AT THE INTERIOR FACE,AND NON-STANDARD M SURF.-MOUNT PUSH PLATE ENCLOSURE LCN 8310-867S BLACK PLASTIC PLANS WHERE A 4" MULLION OR WALL WITH ACCESSIBLE CLEARANCES IS NOT AVAILABLE. NOT TO BE USED 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. /01,44AT ANY EXTERIOR NEW-BUILD CONDITION. Tig 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 DEVIATIONS FROM KEY SWITCH SCHLAGE 653-1414-L2 --- NARROW-STILE COVER PLATE-OMIT AT TYPE 01A SCEHDULED HARDWARE MUST BE APPROVED BY THE OWNER. CHANGE ORDERS RESULTING FROM NON-COMPATIBIILTY OF HARDWARE WILL NOT BE ACCEPTED. _ 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. co iim CLOSER LCN 4111-3077CNS SP28 GRAY PAINT PROVIDE 2 AT TYPE 01A,SET TO LOWEST POSSIBLE OPENING FORCE REQUIRED TO MAINTAIN WEATHER SEAL INTEGRITY 5.REFER TO AUTO DOOR CONTROL DIAGRAMS, SHEET ELECTRICAL DRAWINGS. I SEALS PEMKO 297AS MILL-FN.ALUMINUM 6.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. •• SWEEP-STANDARD PEMKO 2170DV DARK BRONZE VINYL 1 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 CENTRAL LOCATION. CLI Q W SWEEP-HIGH WIND CONDITIONS PEMKO 315DN CLEAR ANOD.ALUMINUM ORDER LONG AND CUT METAL SHORT TO ALLOW NEOPRENE TO EXTEND BEYOND DOOR LOCK EDGE 1 8.G C.TO COORDINATE WITH OWNER'S FACILITY MANAGER TO VERIFY LOCK CORE AND KEYWAY COMPATIBILITY WITH REGIONAL HARDWARE STANDARDS-MATCH LOCAL CONFIGURATION M THRESHOLD PEMKO 253X3AFG MILL FIN.ALUMINUM 0 4 —I x N N 02 BUTT HINGE(6) HAGER BB1191 4.5x4,5 L1 NRP 630 SATIN STAINLESS STEEL 0 (,) r:4 V VESTIBULE LL VENDOR CONTACTS CO 11:1 r t PANIC BAR VON DUPRIN CD99E0 626 SATIN CHROMIUM iX PANIC BAR VON DUPRIN CD99NL-OP 626 SATIN CHROMIUM VENDOR 1 MFR. CONTACT PHONE E-MAIL el Z < 0 MORTISE CYLINDER SCHLAGE 20-001/C123 626 SATIN CHROMIUM NOTE 8 3SI LYNN SEUBERLING 610-280-2051 Lynn_seuberling@3sisecurity.com REMOVABLE MULLION VON DUPRIN KR4954 SP28 GRAY PAINT N CI MORTISE CYLINDER(2) SCHLAGE 20-001 XQ11-948IC123 626 SATIN CHROMIUM ACME BRICK CO. 708-344-1000 I' W ctci RIM CYLINDER SCHLAGE 20-022 626 SATIN CHROMIUM BENJAMIN MOORE LOCAL DISTRIBUTOR --- ___ f i/ BENTLEY LI-CHRIS CLARK ILI 4 N Q OFFSET DOOR PULL(2) IVES 8190-0-0 630 SATIN STAINLESS STEEL PRINCE STREET 800-423-4709 EXT 5844 Chris.Clark@bentieymills.com . w PI' POWER OPERATOR LCN 46400S CLEAR ANOD.ALUMINUM INCLUDE CONCEALED SWITCH BLANK END PLATE 334-2(NOTE 5) BROOKSIDE VENEERS KEVIN HALL 718-369-0526 kevinh@brooksideveneers.com Z Q 0 .0 joanne.hertel@carrier.utc.com ~ CARRIER JOANNE HERTEL 315-432-7634 Z r DOOR P HPLATES 8310-853T Strategic.Accounts1@carrier.utc.com EXC CALIFOR • PROJECT //,X SAT/i .S 0 AT TYPE1GBBE KRISTi FRANKS 770 342 8272 Kfranks@cbbe.net IIU —I 4RPUSH" ATES(4) CENNOX EVANGELINE CALLISON 406-830-3755 evangeline.callisoncennox.comSATIN S. OMIT "TYPE 01A ZCALIFOR ' PROJECT ONLYSQUARE)DO PUSHPLA S 2 CERTAINTEED LOCAL DISTRIBUTOR --- --_ 4T. BAR ATLIFORNIA POJECTS O Y LCN .."BAR) /NS.S OMIT AT T 'E 01A CORONADO STONE DERRICK JOHNSON 909-561-8922 derrick@coronado.com I fli) DAINTREE B.M.S. (CURRENT BY GE) PETER MEGAN 603-247-3363 peter.megan@gecurrent.com FOR USE ONLY AT LINEAR OR LINEAR-MEDIUM STANDARD PLANS AT THE INTERIOR FACE,AND NON-STANDARD (IIIII) SURF,-MOUNT PUSH PLATE ENCLOSURE LCN 8310-867S BLACK PLASTIC PLANS WHERE A 4" MULLION OR WALL WITH ACCESSIBLE CLEARANCES IS NOT AVAILABLE. NOT TO BE USED DESIGN TEX JULIE BRINKWORTH 800-221-1540 jbrinkworth@designtex.com AT ANY EXTERIOR NEW-BUILD CONDITION. KEY SWITCH LCN 8310-806K --- RECESSED IN HINGE JAMB MULLION at 38"AFF(NOTE 5) DIEBOLD KYLE HORN 972-21 3 3118 kyle.horn@dieboldnixdorf.com CLOSER LCN 4111-3077CNS SP28 GRAY PAINT LEFT-HAND LEAF AS VIEWED FROM EXTERIOR,ADA COMPLIANT I DIVERSIFIED LOIS RUFFINI 908-445-2759 Lruffini@diversifiedus.com 03 DL COUCH WALL COVERING MEGAN CUDA 800-433-0790 EXT.1113 mcuda@dlcouch.com • BUTT HINGE(3) HAGER BB1191 ANSI A2112 4.5x4.5 626 SATIN CHROMIUM ARCHITECT/ ENGINEER OF RECORD SECURED EARTH CAM CAITLINN ASHLEY 201-488-1111 X1025 cashley@earthcam.com ELECTRONIC LOCK SCHLAGE CO-100-CY-70-KP-SPA-626-PD-C123 626 SATIN CHROMIUM NOTE 8 PAMELA PIURE-OTERO 212-607-5517 ppiure@empireoffice.com KEN McCRACKEN, EMPIRE OFFICE PRODUCTS em ireoffice.com ARCHITECT I CLOSER LCN 4011/4041-3077 SP28 GRAY PAINT DOOR-MOUNT ON ROOM SIDE-NOT VISIBLE TO CUSTOMERS;ADA COMPLIANT GERARD GENEVIEVE 347-682-3062 ggenevieve @ p FLOOR STOP IVES FS13I FS17 626 SATIN CHROMIUM AT DOORS OPENING AGAINST WALL:WITH R14 RISER AS REQUIRED EMSER AMBERSHOWALTER 323-650-2000 chase@emser.com Arnije r,.,rP•Ft��r ; Permitting 6930 DESTINY DRIVE, #100 OVERHEAD STOP GLYNN-JOHNSON 410S 630 SATIN STAINLESS STEEL AT DOORS OPENING AGAINST FURNITURE FSG �^ISAIAH RAMDEEN 888-671-4074 jpmc@fsgi.com ) ROCKLIN, CA 95677 _ : _.._-�. __ _ __._.,_ -_ -L--- --._ Contact:AREANE SANDERS I KICK PLATE IVES 8400 630 SATIN STAINLESS STEEL PUSH SIDE ONLY; 10"x 2"LESS THAN DOOR WIDTH GORDON. INC. ERIC MAU 847-797-1010 I eric@mauinc.com 707.555.4320 DOOR SCOPE IPI/DOOR SCOPE DS2000 SILVER PAINT ALUMINUM BODY, NOTE 1 HAMILTON SAFE VINCE GANNON 949-212-4129 vince.gannon@gunnebo.com 1 ASANDERS@PMDGINC.COM • SILENCERS IVES SR64 GRAY HARVEY CEMENT ELLICE HERMAN 708-833-1900 04 BUTT HINGE(3) HAGER BB1191 ANSI A2112 4.5x4.5 626 SATIN CHROMIUM PRODUCTS, INC GRAIL KIRK 708 822 3907 PRIVACY - 870-233-7925 ELECTRONIC LOCK SCHLAGE CO-100-CY-40-KP-SPA-626-PD-C123 626 SATIN CHROMIUM WITH PRIVACY FUNCTION; NOTE 8 HINES, INC. NATE HINES 480-710-7474 nate@hinesinc.com CLOSER LCN 4011/4041-3077 SP28 GRAY PAINT DOOR-MOUNT ON ROOM SIDE-NOT VISIBLE TO CUSTOMERS,ADA COMPLIANT INNO4 DOUG COX 425-314-3711 dcox@inno411c.com FLOOR STOP IVES FS13 I FS17 626 SATIN CHROMIUM WITH R14 RISER AS REQUIRED INTERFACE FLOR JOE FOLEY 312-961-7046 joe.foley@interface.com I of JP Maga Cha specifications p and shalt not rbehcopied or rrep�proprietary �tn ut properly KICK PLATE IVES 8400 630 SATIN STAINLESS STEEL PUSH SIDE ONLY; 10"x 2' LESS THAN DOOR WIDTH ' authorization. The contract documents were prepared for use on this specific JOHNSONITE LOCAL DISTRIBUTOR site in conjunction with its issue date and are not suitable tar use on a different site or at a later time. Use of these drawings for reference or example on COAT HOOKS(2) IVES 581 626 SATIN CHROMIUM AT RESTROOMS ONLY, 1 AT 36"AFF. 1 AT 60"AFF another project requires the services of properly licensed architects and SCOTT CURRY engineers. Reproduction of the contract documents for reuse on another DOOR SCOPE IPI 1 DOOR SCOPE DS2000 SILVER PAINT ALUMINUM BODY-OMIT AT RESTROOMS&SDB VIEWING ROOMS, NOTE 1 LLUMAR LISA BOAZ 888-257-5470 project s not authorized. SILENCERS IVES SR64 GRAY I LUMENOMICS, LLC MARTI HOFFER 206-327-9037 chaseteam@lumenomics.com /4A BUTT HIN (3) / / HAG ' , BB1191 SIA2112 •. x4.5 6MADICO LOCAL DISTRIBUTOR --- ___ 1SEAL PRIV• YLOCK S• LAGS / D50PD1C1 ./SPA 626SAT/ HROMIUM P H-BUTTO 'RIVACYIN ' RIOR1KEY ERIO , NOTE8 MAPESARCHITECTURAL CANOPIES CHAD FREEBRUGER 888-273 1132IN M. 9 @ L.. vP vvv� R�D AR I OSER LCN 4011!•141-3077 SP : GRAY PAI OMIT AT �B VIEWING LOOMS; DO MOUNT Ot 'OOM 510 ,ADA COMP 'NT / MATTHEWS PAINT LOCAL DISTRIBUTOR --- c_- ' �4, ALTS' RATE AT 'S13/FS17 6 SATIN C ''MUM WIT '14 RISER •: REQUIRED 7 R TROOMS FLOORS P IV / MIKE'S LOCKSMITH MIKE MIZE 281-355-6536 mikes.Iocksmithservice@gmail.com KENNETH J. EXCEPT/• l KIC LATE VES 8401 :30 SATINS •INLESS ST. L PMC SIDE O. Y; 10"x 2" 'SS THAN DP.•R WIDTH MC RACKS MLE ANDY RALSTON 630-422-1790 X 331 andyralston@mieinc.com AT HOOK ) IVES /81 626 ••TIN CHRO ' M AT REST OMS ONL , 1 AT 36"AF•. 1 AT 60"AF' • / MOODIMUZAK TYLER HARRISON 512-820 0623 tyler.harrisonmoodmedia.com AMDOORS •PE IPI/DOOOPE 000 SILVERP-INT ALU NUMBODY •MITATRE: ROOMS& .PBVIEWIN 'ODMS, NO 1 License#5599 NAVCO MARTIN KULICK 732 991 41D2 mkulick@navco.com SIL RCERS IVES e'AY �-------------- 9 / MOOD/MUZAK FIBER CEMENT ADAM COSSICK 770-570-0011 I chase@nichiha.com /G OF O6� 05 BUTT HINGE(3) HAGER BB1191 ANSI A2112 4 5x4.5 626 SATIN CHROMIUM ---_------- PASSAGE NEVAMAR LOCAL DISTRIBUTOR --- --- PASSAGE LATCH SET SCHLAGE ND10SISPA 626 SATIN CHROMIUM INCLUDE MILLED GROOVES(/8SP)AT ELECTRICAL ROOM DOORS O / 0,20 NORTON INDUSTRIES, INC. CLOSER LCN 4011/4041-3077 SP28 GRAY PAINT DOOR-MOUNT ON ROOM SIDE-NOT VISIBLE TO CUSTOMERS,ADA COMPLIANT I NOW: DON TOMSIK 216-228-6650 COM/2584 • CERTAWTEED SAINT GOBAIN donald.tomsik@saint-gobain.com • FLOOR STOP IVES FS13/FS17 626 SATIN CHROMIUM WITH R14 RISER AS REQUIRED I ONE SOURCE BROOK LINCOLN 281-840-3298 blincoin@os2s.com KICK PLATE IVES 8400 630 SATIN STAINLESS STEEL PUSH SIDE ONLY; 10"x 2"LESS THAN DOOR WIDTH PARABIT SYSTEMS, INC EDWIN GREGORY 516-378-4800 X277 edwin.gregory@parabit.com ISSUE DATE DESCRIPTION SILENCERS IVES SR64 GRAY PHOTOVOLTAIC SYSTEMFUTURE ( ) CHRIS ROGGE 913-458-8110 RoggeC@bv.com 06 BUTT HINGE(3) HAGER 881191 ANSI A2112 4.5x4.5 626 SATIN CHROMIUM PIONEER MILLWORKS JERED SLUSSER 800-951-9663 jered@pioneermillworks.com 1 UTILITY STOREROOM LOCK SET SCHLAGE ND8OPD/C123/SPA 626 SATIN CHROMIUM NOTE 8 PIONITE LOCAL DISTRIBUTOR --- PRINCIPLE USA CHASE HEARING LOOP 865-692-4104 CLOSER LCN 4011/4041-3077 SP28 GRAY PAINT DOOR-MOUNT ON ROOM SIDE-NOT VISIBLE TO CUSTOMERS,ADA COMPLIANT PROJECT MANAGER ChaseHearingLoop@principleglobal.com OVERHEAD CONCEALED COMBINED STOP/HOLDER REQUIRED AT PLUMBING/JANITOR CLOSET. ELECTRICAL, PULP STUDIOS ALEX ROSUL 216-227-1801 arosul@sbcglobal.neet � CONCEALED OVERHEAD STOP/HOLDER GLYNN-JOHNSON 410H 630 SATIN STAINLESS STEEL AND DATA ROOMS; OMIT AT ROOMS WITH LADDER ONLY. /1\ 6/8/20 Planning comments QMI SECURITY SOLUTIONS KEVIN BECERRA 800-446-2500 kbecerra@gmiusa.com 8"x 2"LESS THAN DOOR WIDTH: PLUMBING/JANITOR CLOSET. ELECTRICAL.AND DATA ROOMS REQUIRE KICK A 6/2/20 Proto 20.2 Updates KICK PLATE (2) IVES 8400 630 SATIN STAINLESS STEEL PLATES AT BOTH SIDES OF DOOR. ROLL-A-SHADE DEANNA MCCOY 951-245-5077 Deanna.McCoy@RoIIAShade.com 4/30/20 Issued for Bid I DOOR SWEEP PEMKO 4131CNBL CLEAR ANDD.ALUMINUM DATA ROOM DOOR ONLY 1 SBEMCO MARK TUCCI 800-468-0860 X:51 mtucci@mattingbydesign_corn 4/20/20 Submittal Set I DOOR SCOPE IPI I DOOR SCOPE DS2000 SILVER PAINT ALUMINUM BODY. NOTE 1 SECURITY VAULT WORKS NICK GARCIA 909-484-3027 X1203 garcian@svwinc.com 4/10/20 80% Review Set SILENCERS IVES SR64 GRAY SHERWIN-WILLIAMS LOCAL DISTRIBUTOR --- --- PROJECT INFORMATION BLOCK 09 SIGNTECH RANDI ZEIGLER 619-301-9455 rzeigler@singtech.com JOB # JPM19015.0 EGRESS BUTT HINGE(2) HAGER BB1 191 ANSA A5112 NRP 4.5x4.5 630 SATIN STAINLESS STEEL DATE: 2/25/2020 STEELCASE(EMPIRE OFFICE) MARIBETH CAREY 212-607-5568 MCarey@EmpireOffice.com I POWER TRANSFER HINGE(1) HAGER BB1191 ANSI A5112 ETW 4.5 x 4.5 630 SATIN STAINLESS STEEL 4-CONDUCTOR THROUGH-WIRE POWER TRANSFER HINGE DRAWN BY: PM STONE SOURCE DAVID SELTZER 212-979-6400 DSELTZER@STONESOURCE.COM I PANIC BAR WITH ALARM VON DUPRIN 99NL-OP-ALK-AR-CON-3'-US26D 626 SATIN CHROMIUM PANIC BAR WITH ALARM KIT,AUTO-RESET,AND MFR'S POWERED HINGE WIRING KIT, LENGTH AS READ. -- --------------------------------------- CHECKED BY: AS ALARM POWER SUPPLY VON DUPRIN PS-900 SERIES --- INCLUDE INTERNAL BACKUP BATTERY:SEE NOTE 7 TELEPRESENCE(CHASE GTI) TODD YORK 972-324-8100 todd.york@jpmchase.com TYCO JOHN MCKENNA jmckenna@tyco.com MODEL MORTISE CYLINDER SCHLAGE 20-001/C123 626 SATIN CHROMIUM NOTE 8 RIM CYLINDER SCHLAGE 20-022 626 SATIN CHROMIUM USG EDDIE LOPEZ 312-436-8007 HXLopez@usg.com DRAWING STANDARDS v20.2 CLOSER LCN 4111-3077 CNS SP28 GRAY PAINT ADA COMPLIANT VICTORY LIGHTING SHEET TITLE KICK PLATE IVES 8400 630 SATIN STAINLESS STEEL 10"x 2"LESS THAN DOOR WIDTH (PHOTOMETRIC SURVEY) DAN REDMOND 214-869-5940 danredmond@dllbdweb.com SEALS PEMKO 297AS MILL-FIN.ALUMINUM WASTE WISE PRODUCTS. INC PAUL DECONINCK 877-680-8361 --- VENDOR LIST A N D DOOR SWEEP PEMKO 31 5CN CLEAR ANOD.ALUMINUM WEATHERMATIC BRODIE BRUNER 972-926-2170 Brodie.Bruner@weathermatic.com DOOR HARDWARE THRESH LD 170A SCOPE IPI/DOOR SCOPE MILL DS2000 168 degree SILVER PAINTUM DOOR ALUMINUM BODY, NOTE 1 SCHEDULE SHEET NUMBER A3 . 2 . 2 INT. FIN. MATERIALS SCHEDULE WT-7ALT DOUBLE-ROLLER SHADE MANUAL TRANSACTION AREA CARPET INTERIOR FINISH SCHEDULE SOB VIEWING ROOM VENDOR I INSTALLER ROLL-A-SHADE MFR. INTERFACE FLOOR CPT-320 PAINT TRANSACTION VESTIBULE PRODUCT MBOR PRODUCT HARMONIZE WALL BASE WB-402 PT-311 ACCENT PAINT-NAVY FLOOR-FIELD TILE 1-501 FRONT SHADE MATCH TYPICAL FABRIC WITHIN BRANCH,WT-1 CPT-321 COLOR GRAR1 EL 104043 WALLS PT-500 _ I MFR. BENJAMIN MOORE OR WT-2 "`� WALK-OFF MAT CPT-302 SIZE 25CM X 1M TILE WALL-ACCENT(COUNTER WALL) PT-501 PRODUCT ULTRA SPEC SCUFF-X BACK SHADE INDIANA COATED GRAY(OPAQUE) WALL BASE WB-402 BACKING CUSHIONBAC PLUS(ANTI FATIGUE CUSHION) MILLWORK COUNTER SS-300 PRODUCT NUMBER OLD NAVY#2063-10 HOUSING REFER TO INTERIOR FINISH SCHEDULE . - - _ ATM WALL WC 402 PATTERN ASHLAR CARREL COUNTER SS-300 FINISH MATTE(484) NOTES PRODUCT INSTALLED BY LUMENOMICS,REFER WALLS(NON-ATM) PT-5001111.1 TO STANDARDS FOR GC COORDINATION WITH AREA RUGS CEILING ACT-2 i PT-500 GENERAL WALL/CEILING PAINT) SUSPENDED GRID CEILING ACT-4 VENDOR LRAR-4 FLOATING CARPET-NAVY LIGHT FIXTURES-GENERAL L-2 MFR. BENJAMIN MOORE USES TYPICAL AT ALL CONFERENCE ROOM SOFFITS-FACE AND BOTTOM (L PT-50 1111 WINDOWS MFR. INTERFACE RESTROOMS(NOTE 6B) PRODUCT AURA WATERBORNE INTERIOR PAINT LIGHT FIXTURES-GENERAL L-500 WT-8 FIELD-APPLIED SPANDREL FILM PRODUCT HAPTIC FLOOR-FIELD T-402 COLOR CLOUD WHITE#CC-40 COLOR INDIGO ILLUMINATED OCTAGON PREFERRED WALL BASE WB-402 1 VENDOR!INSTALLER 3M FINISH EGGSHELL FINISH 524(WALLS) { LOBBY AND CORRIDOR SIZE PER PLAN WALLS-GENERAL PT-500 PRODUCT SCOTCHCAL GRAPHIC FILM SATIN FINISH 526(DOORS&FRAMES) � BACKING GLASBAC FLOOR FIELD TILE T-501 WALL-VANITY PT-501 PT-501 ACCENT WALL PAINT-GREY DOLOR 3630-51,SILVER WALL BASE WB-402 FURNISHED BY GENERAL CONTRACTOR EDGING MFR.:JOHNSONITE WALL TILE T-402 MFR. BENJAMIN MOORE PRODUCT#EG-XX-H WALLS-GENERAL PT-500 USES RETROFIT STOREFRONT GLAZING TO BLOCK COLOR: 40 BLACK B CEILING ACT-2 PRODUCT AURA WATERBORNE INTERIOR PAINT VISIBILITY WALL-CAFE/COMMUNITY WALL PT-311 (NOTE 13) NOTES EDGE BANDING/RUG KIT PROVIDED BY LIGHT FIXTURES-GENERAL L-2I COLOR HEARTHSTONE#1601 WT-20 MOTORIZED ROLLING TELLER SCRIM(OPAQUE) MANUFACTURER WALL-ATM WITH DIGITAL SCREEN PT-501 WORK I PRINT I FILE/STORAGE ROOMS,LTOS AND CASH ROOMS SEPARATE FROM FINISH EGGSHELL FINISH 524(WALLS) VENDOR!INSTALLER LUMENOMICS TILE SUSPENDED GRID CEILING ACT-4 MANUAL TRANSACTION AREAS SATIN FINISH 526(DOORS&FRAMES) PRODUCT MOBR INTERIOR SUN CONTROL FABRICS T-402 RESTROOM WALL&FLOOR TILE!LOUNGE GYPSUM CEILINGS,SOFFIT BOTTOMS AND SOFFIT PT-500 FLOOR CPT 320 O WALL FINISHES PHIFER SHEAR WEAVE 7100 MFR. STONE SOURCE FACES NOT FLUSH WITH WALL WALL BASE WB-402 ri D SHADE COLOR WHITE P-02 WINDOW SILLS SS-300 uJ WC-402 WALLCOVERING AT ATM WALL PRODUCT CREOS WALLS ^PT-5500 ENCLOSURE COLOR ANODIZED ALUMINUM-PAINT TO MATCH LIGHT FIXTURES-GENERAL L-500 g. MFR D.L COUCH ADJACENT FINISHES COLOR DORIAN MILLWORK PL-5021 PL-503 PRODUCT RECORE'BACCARAT' LIGHT FIXTURES-CEILING ACCENT L-11 CEILING ACT-2 A o_ EXPOSED HEM BAR ANODIZED ALUMINUM WITH GREY RUBBER FINISH NATURAL FINISH BOTTOM SEAL WINDOW SHADES(NOTE 68) WT-1 I WT-2 COLOR BASALT#NA-0C JPM501 SIZE 12"x 24"x 31$" LIGHT FIXTURES L-2 WIDTH 53" ROLLED MATERIAL NOTES PRODUCT INSTALLED BY LUMENOMICS,REFER LIVING ROOM GROUT CUSTOM BUILDING PRODUCTS PRISM LAO/CASH ROOMS-OPEN TO MANUAL TRANSACTION AREAS TO STANDARDS FOR GC COORDINATION WITH ULTIMATE PERFORMANCE GROUT#165 FLOOR-AREA RUG LRAR-4 FRP-1 FIBERGLASS-REINFORCED PLASTIC PANELING VENDOR FLOOR CPT-321 "DELOREAN GRAY" WALLS-GENERAL PT-500 WT 20 ALT MOTORIZED ROLLING TELLER SCRIM(OPAQUE) WALL BASE WB 402CI MFR. CRANE COMPOSITES GROUT JOINT 118" FEATURE WALL PANELS WD-601 �� VENDOR!INSTALLER ROLL A SHADE NOTES MATCHING TILE WALL BASE AVAILABLE FOR PRODUCT GLASBORD PIF WALLS PT 500 FINISH 84 IVORY PRODUCT MOBR INTERIOR SUN CONTROL FABRICS RESTROOMS LIGHT FIXTURES-GENERAL L-500 MILLWORK 5021 PL-503) N LLI PHIFER SHEAR WEAVE 7100 T-501 GENERAL FLOOR TILE MANUAL TRANSACTIONS co LOCATIONS JANITOR CLOSET 1 LADDER ROOM SHADE COLOR WHITE P-02 CEILING ACT-2 MFR. STONE SOURCE FLOOR CPT-321 WINDOW TREATMENTS In Im i. ENCLOSURE COLOR ANODIZED ALUMINUM-PAINT TO MATCH LIGHT FIXTURES L 2 PRODUCT CREOS WALL BASE WB-402 WT-1 I MOTORIZED ROLLING SHADE(5%OPENNESS FACTOR) ADJACENT FINISHES LOUNGE VENDOR I INSTALLER LUMENOMICS EXPOSED HEM BAR ANODIZED ALUMINUM WITH GREY RUBBER COLOR DORIAN WALLS-GENERAL PT-500 FLOOR T-402 ci- W BOTTOM SEAL FINISH NATURAL FINISH WALLS-MANUAL TRANSACTION BACK WALL PT-500 M PRODUCT SHEER WEAVE 2000 WALL BASE WB-402 O NOTES PRODUCT INSTALLED BY ROLL-A-SHADE, 4 -I Z SHADE COLOR WHITE PLATINUM P05 SIZE 30"X 30"x 3/8" WALLS-ACCENT (NOTE 13) REFER TO STANDARDS FOR GC COORDINATION WALLS PT 500 ^'(y WITH VENDOR GROUT CUSTOM BUILDING PRODUCTS PRISM MILLWORK-GENERAL PL-5021 PL-503 0 V `r, HOUSING REFER TO INTERIOR FINISH SCHEDULE ULTIMATE PERFORMANCE GROUT#165 -(NOTE - - MILLWORK COUNTER PL-503 (1) ICC WT 11 SPANDREL GLAZING(SPECIAL CASE USE ONLY) MANUAL TRANSACTION MODULE FRONT PANELS (NOTE 5) 0 NOTES PRODUCT INSTALLED BY LUMENOMICS, "DELOREAN GRAY" MILLWORK PL 502 CI a u_ REFER TO STANDARDS FOR GC MFR. VIRACON GROUT JOINT 1/8" MANUAL TRANSACTION MODULE COUNTER (NOTE 5) M COORDINATION WITH VENDOR CEILING ACT-2 w Ce PRODUCT VIRAPSAN I MISCELLANEOUS FLOORING CEILING ACT-4 LIGHT FIXTURES L-2 Cil Z < 0 WT-1 ALT MOTORIZED ROLLING SHADE(5%OPENNESS FACTOR) COLOR MEDIUM GRAY SOFFITS-BOTTOM AND FACES NOT FLUSH WITH VENDOR/INSTALLER ROLL A SHADE SC CONCRETE FLOOR PAINT WALL PT-500 JANITOR I DATA I ELECTRICAL/LADDER/ATM ROOMS O NOTES LEAD FREE MFR. SHERWIN WILLIAMS11111 W • PRODUCT SHEER WEAVE 2000 LIGHT FIXTURES-GENERAL L-11 FLOOR SC(NOTE 14) 0 OPTION FOR FIELD APPLIED TREATMENT SHADE COLOR WHITE PLATINUM P05 PRODUCT TREAD-PLEX 100%ACRYLIC WATER BASED WALL BASE WB-403 N LL TRIM FLOOR COATING ILLUMINATED OCTAGON PREFERRED HOUSING REFER TO INTERIOR FINISH SCHEDULE COLOR DECK GRAY WALLS(NOTE 8) PT 500 WB-402 VINYL WALL BASE-STRAIGHT-AREAS WITH FLOORING SCRIM WT-20 �O t 1� FLOOR SINK WALLS(NOTE 6) FRP-1 V NOTES PRODUCT INSTALLED BY ROLL-A-SHADE, MFR. JOHNSONITE FINISH SEMI-GLOSS,SLIP-RESISTANT CASUAL AND PRIVATE CONSULTATION SPACE(CCS,PCS) Z12 CC) *� REFER TO STANDARDS FOR GC LADDER AREA WALLS(NOTE 6) FRP-10 i COORDINATION WITH VENDOR PRODUCT TIGHTLOCK ACOUSTIC CEILING TILE AND GRID FLOOR GENERAL CPT-320 • O z Ir.. Ei CEILING ACT-2 U.N.O. WT-2 MOTORIZED ROLLING SHADE(3%OPENNESS FACTOR) COLOR 20 CHARCOAL WG ACT-2 ACOUSTICAL CEILING(NON-CUSTOMER AREAS) WALL BASE WB-400 1.1.1 .11111 41% r VENDOR/INSTALLER LUMENOMICS PROFILE 4 112" STRAIGHT(TOELESS) MFR. USG LIGHT FIXTURES L-2 U.N.O. WALLS (NOTE 12) PRODUCT SHEER WEAVE 2410 P14 WB-403 VINYL WALL BASE-COVE-AREAS WITH EXPOSED SLAB PRODUCT MARS CLIMAPLUS HIGH NRC(ITEM N0.87100) WALLS-ACCENT (P-1-5-0-1410-1- 92) . Cn Z FINISH SCHEDULE NOTES: =IIiliM SHADE COLOR PEARL GREY/OYSTER MFR. JOHNSONITE COLOR WHITE WALLS PARTIAL HEIGHT (NOTE 12) Ia SIZE 24"x24"x7/8" REFER TO INTERIOR ELEVATIONS, FLOOR PLANS;FINISH PLANS AND REFLECTED HOUSING REFER TO INTERIOR FINISH SCHEDULE PRODUCT TRADITIONAL WALL BASEDEMOUNTABLE WALL CEILING PLANS-DRAWING NOTES SUPERSEDE SCHEDULES, EDGE 9/16" FINELINE BEVEL(FLB) GLAZING HARDWARE I CO SYTEM(NOTE 12) NOTES PRODUCT INSTALLED BY LUMENOMICS, COLOR 20 CHARCOAL WG1 PAINT ALL DOORS AND FRAMES TO MATCH ADJACENT WALL COLOR IN SATIN 411m00 REFER TO STANDARDS FOR GCPROFILE 4"COVE GRID CENTRICITEE DXT 9/16"EXPOSED TEE SYSTEM DEMOUNTABLE WALL FINISH UNLESS OTHERWISE NOTED. (IIII) COORDINATION WITH VENDOR DOOR CLOSER COVER SYTEM(NOTE 12) 2 REFER TO FLOOR PLAN FOR DAB FLOOR FINISH WT-2 ALT MOTORIZED ROLLING SHADE(3%OPENNESS FACTOR) MILLWORK SURFACES GRID FINISH FLAT WHITE ACT-4 ACOUSTICAL CEILING(CUSTOMER AREAS) CEILING ACT-4 VENDOR I INSTALLER ROLL-A-SHADE SS-300 SOLID SURFACE MATERIAL 3 PAINT FACES AND BOTTOMS OF GYPSUM BOARD BULKHEADS TO MATCH PRODUCT SHEER WEAVE 2410 P14 DESCRIPTION 1/2"ACRYLIC SOLID SURFACE WITH EASED MFR. USG PCS/CMS BULKHEADS PT-500 ADJACENT WALLS UNLESS OTHERWISE NOTED. EDGES SOFFITS BOTTOM AND FACES NOT FLUSH WITH 4 LAMINATE, FABRIC OR SOLID SURFACE PROVIDED AND INSTALLED BY FURNITURE ARCHITECT/ ENGINEER OF RECORD SHADE COLOR PEARL GREY I OYSTER PRODUCT MARS HIGH-NRC LOGIX CLIMAPLUS WALL PT 500 MFR. DUPONT CORIAN PERFORMANCE FIELD AND CHANNEL PANELS VENDOR HOUSING REFER TO INTERIOR FINISH SCHEDULECOLOR SILVER BIRCH COLOR WHITE LIGHT FIXTURES-GENERAL L-500 5 FRP FINISH EXTENTS: KEN McCRACKEN, *LADDER AREA:ALL WALL SURFACES BEHIND AND WITHIN 12"EACH SIDE OF ARCHITECT NOTES PRODUCT INSTALLED BY ROLL-A-SHADE. SIZE 48"x 48"x 1"FIELD PANELS(#80281)AND LIGHT FIXTURES-PENDANT L-410 LADDER,SIDE WALLS WITHIN 12"OF EACH LADDER 510E FOR A MINIMUM WITH OF ' REFER TO STANDARDS FOR GC USES WINDOW SILLS&MILLWORK SURFACES Archi ectur - . : : . . .. ;t•Permitting 4"x48"x1"CHANNEL PANELS(#80268) 48"AND WALLS OPPOSITE LADDER WITHIN 48".FOR FULL HEIGHT OF ALL WALLS 6930 DESTINY DRIVE, #100 COORDINATION WITH VENDOR PL-502 MILLWORK LAMINATE WINDOW SHADES: PCS /CMS(NOTE 6B) WT-1 I WT-2 TO UNDERSIDE OF SCUTTLE FRAMING FINISH. EDGE 9/16"FINELINE BEVEL(FLB) ROCKLIN, CA 95677 WT-4 FROSTED WINDOW FILM DESCRIPTION PLASTIC LAMINATE ! ^��� CONFERENCE ROOM *FLOOR SINK AREA:SPLASH AREA AT EACH WALL SURFACE CONTACTING THE Contact:ARIA NE SANDERS GRID FINELINE D FF 9/16"BOLT-SLOT(118")TEE SINK FROM THE TOP OF THE SINK TO THE UNDERSIDE OF THE WATER HEATER MFR. LLUMAR MFR. WILSONART ITH 9/16"STANDARD PERIMETER FLOOR-GENERAL CPT-320 SHELF ABOVE OR 6'-0",WHICHEVER IS GREATER-REFER TO INTERIOR 707.655.4320 MOLDING ELEVATIONS, ASANDERS@PMDGINC.COM PRODUCT NRM PS2 COLOR MANITOBA MAPLE WALL BASE WB-402 COLOR FROSTED 69%TRANSMITTANCE USES MILLWORK,CHECK DESK GRID FINISH FLAT WHITE WALLS (NOTE 12) 6A RESTROOM WALL TILE FINISH EXTENTS: NOTES PROVIDE ONLY IF REQUIRED BY JURISDICTIONS HAVING AUTHORITY,TO THE USES AT CLOSED VESTIBULE GLAZING ADJACENT PL-503 MILLWORK LAMINATE WALLS-ACCENT PT-501 (NOTE 12} MINIMUM HEIGHT REQUIRED,CONTINUOUS AT ALL WALLS REGARDLESS OF CODE TO BANKER CUBICLES INTUMESCENT FLAME RETARDANT: FIREKOTE 100 AS MANUFACTURED BY ^^^^^^ REQUIREMENT-REFER TO INTERIOR ELEVATIONS. WT-5 MANUAL ROLLING SHADE(5%OPENNESS FACTOR) DESCRIPTION PLASTIC LAMINATE 1 UNIVERSAL FIRE SHIELD,CLEAR FINISH WALLS PARTIAL HEIGHT (NOTE 12) 6B ROLLER SHADE FABRIC SELECTION VARIES BY REGION AND CLIMATE-VERIFY VENDOR!INSTALLER LUMENOMICS MFR. WILSONART GLAZING HARDWARE DEMOUNTABLE WALL SELECTION WITH OWNER;ALL CONFERENCE ROOMS TO RECEIVE DOUBLE COLOR LECHE VISTA SYTEM(NOTE 12) ROLLER SHADE WT-7. These sings and specifications ore the confidential and proprietary property M of JP Morgan Chase and shall not be copied or reproduced without written PRODUCT SHEER WEAVE 2000 DEMOUNTABLE WALL 7 3/4"x 4'x 8'HIGH FIRE-RETARDANT PLYWD ON GWB IN DATA RM PER PLAN-PAINT authorization. The contract documents were prepared for use on this specific site in conjunction with its issue date and ore not suitable for use on a different SHADE COLOR WHITE PLATINUM P05 USES BOH MILLWORK COUNTER SURFACE DOOR CLOSER COVER SYTEM(NOTE 12) PT-207(RATED LABEL TO BE VISIBLE) 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 WD-502 WOOD ACCENTengineers. Reproduction of the contract documents for reuse on another HOUSING REFER TO INTERIOR FINISH SCHEDULE CEILING ACT-4 8 PAINT INTERIOR DIFFUSERS,REGISTERS AND LOUVERS TO MATCH ADJACENT project is not authorized. DESCRIPTION ENGINEERED PLANK,RAKED PROFILE SURFACE WT-5 ALT MANUAL ROLLING SHADE(5%OPENNESS FACTOR) CONFERENCE BULKHEADS PT-500 9 PAINT LOBBY FACING PCS SOFFITS ACCENT PAINT WHEN INSTALLING CPC VENDOR I INSTALLER ROLL-A-SHADE MFR. PIONEER MILLWORKS SOFFITS-BOTTOM AND FACES NOT FLUSH WITH LETTERSET UNLESS OTHERWISE NOTED. PT-500 SEAL PRODUCT MODERN FARMHOUSE-CLEAN ASH WALL 10 INSTALL FINISH CEILING GRID AS HIGH AS POSSIBLE IN UTILITY SPACES PRODUCT SHEER WEAVE 2000 SHADE COLOR WHITE PLATINUM P05 SIZE 51/2"X 5/8", FCS MIX LIGHT FIXTURES-GENERAL L-500 �}�r) AR' TEXTURE RAKED LIGHT FIXTURES-ACCENT-CONFERENCE ROOM L-413 11 DEMOUNTABLE PARTITION SYSTEMS:ARTWORK/MARKETING NOT TO BE ��`\ f��/, HOUSING REFER TO INTERIOR FINISH SCHEDULE INSTALLED ON WALL, UNLESS OTHERWISE NOTED. REFER TO PROTOTYPE SET C3 KENNETH J. WT-6 MANUAL ROLLING SHADE(3%OPENNESS FACTOR) FINISH CLEAR, POLY CLASS A FIRE RETARDANT WINDOW SHADES:CONFERENCE(NOTE 6B) WT-7 FOR ACCENT PAINT LOCATION(S) MC - RACKE ny VENDOR I INSTALLER LUMENOMICS USES BOOTH MILLWORK BOOTH 12 ACCENT WALLS: *EXTENTS:ACCENT PAINTS TO TERMINATE AT INTERIOR CORNER(S), UNLESS NOTES MATCHING 5/8"PERIMETER TRIM IN WIDTHS FLOOR 1-501 - AM S, WA PRODUCT SHEER WEAVE 2410 P14 PER ELEVATIONS TO BE ORDERED THROUGH OTHERWISE NOTED. (1).5, License#5599 t_ SHADE COLOR PEARL GREY!OYSTER PIONEER MILLWORKS WALL BASE WB-402 *LOCATION: PLANS WITH GYPSUM WALL IN MEETING SPACES-REFER TO FLOOR VENEER PANELS WALLS-ACCENT PAINT (F4-5-0'410—TE-1:2} PLAN AND ELEVATIONS � (� OF HOUSING REFER TO INTERIOR FINISH SCHEDULE 13 *FINISH. DARK ACCENT PAINT(S)REQUIRE LEVEL 5 FINISH 4 WT-6 ALT MANUAL ROLLING SHADE(3%OPENNESS FACTOR) MFR. BROOKSIDE VENEERS WALLS-WOOD ACCENT WD 502 04/20/20 VENDOR I INSTALLER ROLL A SHADE PRODUCT ALPIKORD PREFINISHED-CROSSGRAIN CEILING WD-502 14 JANITOR ROOM SHALL UTILIZE TILE FLOORING, PER FINISH SCHEDULE PRODUCT SHEER WEAVE 2410 P14 WD-601 SPECIES SLAVONY OAK.PLANK BOOTH BULKHEADS PT-500 KW/2584 COLOR 10.84K ALPIKORD SOFFITS BOTTOM AND FACES NOT FLUSH WITH 15 WINDOW SHADE ENCLOSURES AND POCKETS: SHADE COLOR PEARL GREY I OYSTER WALL PT-500 *WINDOW SHADE HOUSINGS AND POCKETS INTEGRATED WITH GRID CEILING HOUSING REFER TO INTERIOR FINISH SCHEDULE NOTES APPLIED TO FEATURE DIGITAL WALL SYSTEMS SHALL BE PROVIDED BY THE CEILING GRID MANUFACTURER AND ISSUE DATE DESCRIPTION LIGHT FIXTURES-GENERAL L-500 INSTALLED BY THE CEILING SYSTEM VENDOR. FINISH SHALL MATCH THE CEILING REFER TO FINISH PLAN&ELEVATIONS WT-7 DOUBLE-ROLLER SHADE GRID. CARPET LIGHT FIXTURES-ACCENT-BOOTH L-411 *SURFACE-MOUNT WINDOW SHADE HOUSINGS SHALL BE PROVIDED BY THE I VENDOR 1 INSTALLER LUMENOMICS WINDOW SHADE VENDOR. FINISH SHALL MATCH THE STOREFRONT GLAZING PRODUCT MBOR CPT-302 WALK-OFF MAT { WINDOW SHADES: PCS 1 CMS NOTE 6B} WT-1 /WT-2 SYSTEM FINISH. FRONT SHADE MATCH TYPICAL FABRIC WITHIN BRANCH, MFR. SBEMG01 MATTING BY DESIGN DINING ROOM TABLE WT-1 OR WT-2 PRODUCT ULTRA DRY PCR PET ACCENT PAINT LOCATION GUIDELINES: FLOOR(DAB ON HARD SUR r T-501 BACK SHADE INDIANA COATED GRAY(OPAQUE) COLOR PUMICE#620 REQUIRED AT: HOUSING REFER TO INTERIOR FINISH SCHEDULE \ WALL BASE WB-402 • WALLS WITH LETTERSETS � SIZE PER PLAN / 6/8/20 Planning comments WALLS-GENERAL PT-500 NOTES PRODUCT INSTALLED BY LUMENOMICS, BACKING THERMAL BONDED. BLOWN PVC, PREFERRED AT: 6/2/20 Proto 20.2 Updates REFER TO STANDARDS FOR GC ANTE-MICROBIAL PINK WALLS-DIGITAL PT-311 (NOTE 13) • SOFFITS WITH LETTERSETS COORDINATION WITH VENDOR • BRAND FOCAL WALLS 4/30/20 Issued for Bid NOTES LOOSE-LAID/NOT ADHERED WALLS-PARTIAL HEIGHT PT-500 USES TYPICAL AT ALL CONFERENCE ROOM • eMERCH WALLS 4/20/20 Submittal Set WINDOWS RIB DIRECTION TO RUN PARALLEL TO ENTRY CEILING ACT-4 • "SO YOU CAN"FEATURE WALLS DOOR • PAPER DOMINANT WALLS(EXCEPT BEHIND TELLER LINE) 4/10/20 80% Review Set LIGHT FIXTURES GENERAL L-500 • LOBBY FOCAL POINTS CPT-320 GENERAL CARPET PROJECT INFORMATION BLOCK SDB CHEST ROOM OR VAULT JOB # JPM 19015.0 PRODUCT HARMONIZE 2. REFER TO FINISH SCHEDULE FOR ACCENT PAINT COLOR DRAWN BY: PM MFR. INTERFACE NOTES: FLOOR CPT 320 1. PREFERENCE TO TERMINATE ACCENT PAINT AT INSIDE CORNERS DATE 2/25/2020 WALL BASE WB-402 COLOR C.,^^GRAIL 104043 CHECKED BY: AS WALLS-GENERAL PT-500 SIZE 25CM X 1M TILE CEILING ACT-2 MODEL BACKING GLASBAC LIGHT FIXTURES L-2 FLOORING TRANSITION FINISHES DRAWING STANDARDS v20.2 PATTERN ASHLAR MATERIAL PALETTE FINISH SHEET TITLE NON-METALLIC TRANSITIONS ALL BLACK METALLIC INTERIOR FINISH & FINISH TRANSITIONS ALL CLEAR ANODIZED ALUMINUM T-BAR ALL CLEAR ANODIZED ALUMINUM MATERIAL SCHEDULE MEETING I CONSULTATION SPACE ENTRY THRESHOLD & BORDER SHEET NUMBER ROOM TYPE FINISH CONSULTATION AND MEETING SPACES CARPET TILE CPT-320A3 • 3 • 1 FURNITURE SCHEDULE OFFICE EQUIPMENT SCHEDULE FURNISHED BY INSTALLED BY FURNISHED BY INSTALLED BY _ FURN EQUIP FURN GROUP OGL TAG DESCRIPTION VENDOR VENDOR# MANUFACTURER MODEL FINISH o ± o a- 0 z 0 TAG DESCRIPTION MANUFACTURER PRODUCT FINISH OWNER GC EQUIP VENDOR VENDOR OWNER GC VENDOR VENDOR NOTES z CJ 510 ci D Z U 30 cc D o o 0E-01-BW MULTI-FUNCTIONAL DEVICE (MFD)-BIW LEXMARK MX710 PUTTY • • SWIVEL BASE LEXMARK 3052765 BLACK ■ ■ 2AF 30"2-DRAWER LATERAL FILE EMPIRE 2A1 STEELCASE 900 SERIES MF-1 ■ ■ 5.1"SPACER LEXMARK 30G0854 PUTTY ■ ■ 2AP 15"PEDESTAL BBF EMPIRE 2A1 STEELCASE 900 SERIES MF-1 ■ ■ • 550 SHEET DRAWER LEXMARK 30G0802 PUTTY ■ ■ 2AW 30"2-DRAWER LATERAL FILE WI WOOD TOP EMPIRE 2A1 W STEELCASE 901 SERIES OAK COMPOSITE ■ ■ 0E-01-C MULTI-FUNCTIONAL DEVICE(MFD)-COLOR LEXMARK 656DTE PUTTY ■ • 11111 2BF 36"2-DRAWER LATERAL FILE EMPIRE 2B1 STEELCASE 900 SERIES MF-1 ■ ■ SWIVEL BASE LEXMARK 3052765 BLACK ■ ■ 2BP 15" PEDESTAL BBF EMPIRE 2B1 STEELCASE 900 SERIES MF-1 ■ ■ 5.1"SPACER LEXMARK 30G0854 PUTTY ■ ■ 2BW 36"2-DRAWER LATERAL FILE WI WOOD TOP EMPIRE 2B1VV STEELCASE 901 SERIES OAK COMPOSITE ■ ■ 550 SHEET DRAWER LEXMARK 30G0802 PUTTY ■ ■ 2CF 42"2-DRAWER LATERAL FILE EMPIRE 2C1 STEELCASE 900 SERIES MF-1 ■ ■ OE-02 NOT USED FILES 2CP 15" PEDESTAL BBF EMPIRE 2C1 STEELCASE 900 SERIES MF-1 ■ ■ OE 03 MICR 9720 PRINTER SOURCE TECHNOLOGIES R0006912 --- ■ ■ 2CW 42"2-DRAWER LATERAL FILE WI WOOD TOP EMPIRE 2C1 W STEELCASE 901 SERIES OAK COMPOSITE ■ ■ MICR 9720 LOCKING DRAWER SOURCE TECHNOLOGIES R0007399 --- ■ • I 3A 30"3-DRAWER LATERAL FILE EMPIRE 3A1 STEELCASE 900 SERIES MF-1 ■ ■ MICR 9720 UNDERCOUNTER STAND BRETFORD C151 A2188209 BLACK ■ • 3B 36"3-DRAWER LATERAL FILE EMPIRE 3B1 STEELCASE 900 SERIES MF-1 ■ ■ • 0E-04 ADA MONITOR&KEYBOARD STAND HUMANSCALE I HS-1 1 SOR 1529 BLACK ■ I ■ 3C 42"3-DRAWER LATERAL FILE EMPIRE 3C1 STEELCASE 900 SERIES MF-1 ■ ■ OE-05 KEYBOARD TRAY HUMANSCALE QSLBHD BLACK • 1 I i ■ 5A 30"5-DRAWER LATERAL FILE EMPIRE 5A1 STEELCASE 900 SERIES MF-1 ■ ■ 2 56 36"5-DRAWER LATERAL FILE EMPIRE 5B1 STEELCASE 900 SERIES MF-1 • • 0E-06 23" MONITOR AND STAND TBD TBD WHITE ■ ALL MONITORS EXCEPT ■ • Lu AST ce Q 5C 42"5-DRAWER LATERAL FILE EMPIRE 5C1 STEELCASE 900 SERIES MF-1 ■ ■ PRIVACY SCREEN FILTER VARIES VARIES --- • • • • wLC 5-TIER LOCKERS(15"D x 15"W x 72"H) EMPIRE FLC-11 PENCO --- 028 GRAY ■ ■ SOUND BAR TBD TBD WHITE ■ • w 8T4-A LOUNGE TABLE, 36"DIA. EMPIRE FT-14 STEELCASE 853600 CLEAR MAPLE 1 ■ ■ 0E-07 TELLER CPU HP N8P49US#ABA BLACK ■ ■ BT4-B LOUNGE TABLE.48"DIA. EMPIRE FT-1448 STEELCASE 853600 CLEAR MAPLE 1 • ■ 0E-08 WIRED KEYBOARD&MOUSE LOGITECH MK520 WHITE • ■ BT4-C LOUNGE TABLE,60x35 EMPIRE FT-14 60X35 STEELCASE 853600 CLEAR MAPLE • ■ 0E-09 NOT USED LOUNGE • CI BS LOUNGE CHAIR EMPIRE FS-14 TURNSTONE TS37101 BLACK ■ ■ 0E-11 ACCESS TELLER MONITOR STAND HUMANSCALE QSBH3OFNN WHITE Tr orillftak 0E-12 DESK MONITOR ARM HUMANSCALE MFLEX GRAY ■ ■ POLE-MOUNT THROUGH W GROMMET CO --- TALL KITCHEN TRASH RECEPTACLE CHASE BP GROUP --- --- --- --- • ■ 0E-13 NOT USED H 0E-14 23"MONITOR LESS STAND TBD TBD WHITE ■ • AST MONITOR la I WIRE SHELVING-HANG TRACK --- -- CLOSETMAID 282400, ilim 282600, WHITE ■ ■ 283600 PRIVACY SCREEN FILTER VARIES VARIES --- ■ ■ 280000, 280100, SOUND BAR TBD TBD WHITE ■ ■ I a 0 ILI WIRE SHELVING-STANDARD --- --- CLOSETMAID 280800, 281200, WHITE ■ ■ 0M 280400 0E-15 VDI TERMINAL HP T630 BLACK ■ • x N JANITOR'S CLOSET 1 WS-1 471400.471700, VDI TERMINAL ADAPTER -- ■ ■ 0 N GENERAL STORAGE WIRE SHELVING-12"SHELF("SUPERSLIDE") --- --- CLOSETMAID 471800.471900 WHITE ■ • up 4 (,..) r 0E-16 WIRELESS KEYBOARD AND MOUSE LOGITECH K520, M310, Unifying Receiver BLACK ■ ■ WIRE SHELVING-12"BRACKET --- --- CLOSETMAID 5285300 WHITE • ■ 0E-17 NOT USED • CI u" WIRE SHELVING-16"SHELF("CLOSE MESH") --- --- CLOSETMAID 139500,3731800 WHITE • ■ UNDER SURFACE MOUNT CO0 Ce UNDER SURFACE MOUNT HUMANSCALE CPU200 WHITE BR ■ ■ WITH 360 DEGREE SWIVEL ' WIRE SHELVING-16"BRACKETOE1$ CPUNDI CLOSETMAID 5285400 WHITE ■ • ALUM. M Z CI < O CAPABILITY OT-20A KIMBERLY TABLE 36"DIA X 21"H EMPIRE STEELCASE CUSTOM PLANKED OAK ■ ■ 0— 0E-19 NOT USED 4t ILI r OT-20B KIMBERLY TABLE 30"DIA X 18"H EMPIRE STEELCASE CUSTOM PLANKED OAK • • 0E-20 NOT USED iii: 2 OT-20C KIMBERLY TABLE-25"DIA X 15"H EMPIRE STEELCASE CUSTOM PLANKED OAK • • 0E-21 NOT USED tiii- ILI 4 ti), a , OT-20D KIMBERLY TABLE-20"DIA X 18"H EMPIRE STEELCASE CUSTOM PLANKED OAK ■ • 0E-22 NOT USED Z CI °3 ° 0E-23 NOT USED OT-21 GINGKO WIRE CAFE TABLE-30"DIA EMPIRE DAVIS GINGKO RAW OAK TOP, BLACK BASE 0E-24A NOT USED 0Z 43 ~ 0E-24B NOT USED I— r... CH-322 ALWAYS LOUNGE CHAIR EMPIRE NAUGHTONE ALWAYS GEIGER: IOTA-NAVY. BLACK BASE • • 0E-24C NOT USED W -I 4rm. CO) DESIGNTEX: WOOLISH-OSPREY, BLACK MATTE 0E-25 NOT USED Z CH-323 STYLEX SHARE SOFA-CURVED EMPIRE STYLEX SHARE LEGS • ■ 0E-26 NOT USED 4 BLACK METAL SLED FRAME. BACK OF SOFA 0E-27 PLATFORM STATION WIRED 10-KEY KEYPAD CONTROL INC A0674838 BLACK ■ • Z STYLEX SHARE SOFA-CURVED UPHOLSTERY: DESIGNTEX: C111) CH 324 1/2 UPHOLSTERED, 1/2 VINYL EMPIRE STYLEX SHARE BARKCLOTH-CHARCOAL, SEAT OF SOFA • • 0E-28 PHONE CISCO IP 7962 BLACK • • �/ LIVING ROOM/LOBBY (111) UPHOLSTERY: DESIGNTEX:SORANO KEYSTONE 01 28 V PHONE VIDEO PHONE CISCO CP-8865-K9 CHARCOAL • • CH-325 DRT CHAIR-ALWAYS CHAIR EMPIRE NAUGHTONE ALWAYS DESIGNTEX: EVERYWHERE TEXTURE-STORM • • 0E-29 CUSTOMER UNIVERSAL CHARGING STATION CHARGE TECH CHW2 BLACK • • PF WHIMSY POUF EMPIRE NATIONAL WHIMSY BLACK STRAP HANDLE, UPHOLSTERY: ■ ■ DESIGNTEX: SPANDAU-COGNAC OFFICE EQUIPMENT BY PROGRAMMATIC ELEMENT PCS PRIVATE SPACE CONSULTATION 0E-06 1 23"MONITOR ARCHITECT/ ENGINEER OF RECORD FS-3 STOOL-CAFE HEIGHT EMPIRE GORDON FORMULA BLACK MATTE FRAME, UPHOLSTERY: DESIGNTEX. ■ • HYDE STONE PROGRAMMATIC ELEMENT 1 PRIVACY SCREEN FILTER KEN McCRACKEN, TP TELEPRESENCE SIDE TABLE-LIVING ROOM GTI SALAMANDER CUSTOM NATURAL OAK-NOT TEXTURED ■ ■ ABBREV. DESCRIPTION TAG QTY. DESCRIPTION 1 SOUND BAR ARCHITECT 1 23"MONITOR AND STAND 0E-12 1 MONITOR ARM(NOTES 1,2,4) Ar a;tP . 34X72 DRT DINING ROOM TABLE(4 OR 6 PERSON) CBBE CBBE CUSTOM STAIN TO MATCH: OAK • ■ 34X96 MST MERCHANT SERVICES 0E-06 1 PRIVACY SCREEN FILTER 0E-15 1 VDI TERMINAL 6930 DESTINY DRIVE, #100 TELLER. ROCKLIN, CA 95677 CR-2 3619 COFFEE CREDENZA, 36x19 EMPIRE 36X19 STEELCASE TBD OAK,SILVER BIRCH CORIAN ■ • 1 SOUND BAR 1 VDI TERMINAL ADAPTER Contact:ARIANE SANDERS PST PERSONAL SERVICES 707.655.4320 TELLER, OR 0E-07 1 TELLER CPU 0E-16 1 WIRELESS KEYBOARD AND MOUSE CR-2 4819 COFFEE CREDENZA,48x19 EMPIRE 48X19 STEELCASE TBD OAK,SILVER BIRCH CORIAN ■ ■ ASANDERS@PMDGINC.COM ACCESS TELLER 0E-08 1 WIRED KEYBOARD&MOUSE 0E-27 1 PLATFORM STATION WIRED 10-KEY KEYPAD CR-2 6019 COFFEE CREDENZA, 60x19 EMPIRE 60X19 STEELCASE TBD OAK, SILVER BIRCH CORIAN • • 0E-10 1 WIRE MANAGEMENT KIT 0E-28 1 PHONE 0E-04 1 ADA MONITOR&KEYBOARD STAND(NOTE 1) CONFERENCE ROOM 0E-06 1 23"MONITOR CT CAFE TABLE-HIGH TOP EMPIRE 30D,36D COALESSE MONTARA WHITE TOP, BLACK BASE • ■ 0E-07 1 TELLER CPU MARKET CONFERENCE 1 PRIVACY SCREEN FILTER 0E-08 1 WIRED KEYBOARD&MOUSE SPACE 1 SOUND BAR ACCESSIBLE SERVICES These drawings and specifications are the confidential and proprietary property WT WORK TABLE-DESK HEIGHT EMPIRE 36D COALESSE MONTARA WHITE TOP. BLACK BASE ■ ■ AST 0E-10 1 WIRE MANAGEMENT KIT 0E-12 1 MONITOR ARM(NOTE 1) of JP Morgan chase and shall not be copied or reproduced without written TELLER 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 1 23"MONITOR-LESS STAND 0E-15 1 VDI TERMINAL(NOTE 3) site or at a later time. use of these drawings for reference or example on 57X30, 57X36. another project requires the services of properly licensed architects and BT-2 BOOTH TABLE WITH POWER MODULE EMPIRE COALESSE LAGUNITAS WHITE TOP. BLACK BASE • • 0E-14 1 PRIVACY SCREEN FILTER 1 VDI TERMINAL ADAPTER engineers. Reproduction of the contract documents for reuse on another 57X42, 57X48 project rs nol authorized. BACK OF BOOTH UPHOLSTERY:DESIGNTEX- 1 SOUND BAR 0E-16 1 WIRELESS KEYBOARD AND MOUSE MISC. BB-1 BOOTH BENCH QTY-2 BENCHES) CBBE CBBE CUSTOM WOOLISH: OSPREY. BOOTH SEAT UPHOLSTERY: • ■ ( 0E-05 1 KEYBOARD TRAY 0E-27 1 PLATFORM STATION WIRED 10-KEY KEYPAD DESIGNTEX: SORANO-KEYSTONE, BLACK FEET SEAL 1 23" MONITOR AND STAND 0E-28 1 PHONE BACK OF BOOTH UPHOLSTERY: DESIGNTEX- BB-2 DROP IN BOOTH EMPIRE NATIONAL FRINGE WOOLISH: OSPREY, BOOTH SEAT UPHOLSTERY: 0E-06 1 PRIVACY SCREEN FILTER IWS INDIVIDUAL WORK SPACE 0E-06 /1 23"MONITOR AND STAND ,\cED ARC)�/ DESIGNTEX: SORANO-KEYSTONE, BLACK FEET LEAD ASSOCIATE LAO ! iiIi 1 SOUND BAR 1,' PRIVACY SCREEN FILTER � KENNETH J.30, 60 TD TRAINING DESK EMPIRE 48X72X30X30, COALESSE AKIRA ARCTIC WHITE SURFACE, BLACK BASE/CASTERS ■ 0E-07 1 TELLER CPU / 1 7 SOUND BARMC RACKE BLACK SHELL/SEAT, BLACK BASEICASTERS, 0E-08 1 WIRED KEYBOARD&MOUSE 0E-15 / VDI TERMINALTC TRAINING CHAIR EMPIRE COALESSE KART NESTfNG ■ OE-10 1 WIRE MANAGEMENT KIT 1 VDI TERMINAL ADAPTER --AM S, WA License#5599 MST-3 MANUAL TRANSACTION MODULE-MST EMPIRE TC 1M STEELCASE CUSTOM QUARTER CUT OAK COMPOSITE ■ ■ DRT DININRBLE 0E-29 1 CUSTOMER UNIVERSAL CHARGING STATION 0E-16 1 WIRELESS KEYBOARD AND MOUSE V/ r �\ AST-3 MANUAL TRANSACTION MODULE-LEFT AST EMPIRE TC 1AL STEELCASE CUSTOM QUARTER CUT OAK COMPOSITE ' • • 1 23" MONITOR AND STAND 0E-27 1 PLATFORM STATION WIRED 10-KEY KEYPAD / OF 0Y�� MANUAL 0E-06 1 PRIVACY SCREEN FILTER 0E-28 1 PHONE 04/20/20 TRANSACTIONS AST-3 MANUAL TRANSACTION MODULE-RIGHT AST EMPIRE TC 1A STEELCASE CUSTOM QUARTER CUT OAK COMPOSITE ■ ■ 1 SOUND BAR 1 VDI TERMINAL KJnni2584 0E-15 NOTES BOOTH 1 VDI TERMINAL ADAPTER 1. MONITOR ARMS AND ADA MONITOR AND KEYBOARD STAND PROVIDED AND INSTALLED BY FURNITURE VENDOR. ALL OTHER ACR1 ACRYLIC RISER (1 PER AST) CBBE ACR1 CBBE ACR1 CLEAR • • 0E-16 1 WIRELESS KEYBOARD AND MOUSE SCHEDULED EQUIPMENT PROVIDED BY CHASE GLOBAL TECHNOLOGY INFRASTRUCTURE(GTI). ISSUE DATE DESCRIPTION D-401 D CONF. TABLE WITH X BASE(72X36) EMPIRE 72X36 STEELCASE/GORDON --- QUARTER CUT OAK COMPOSITE, BLACK'X'BASE ■ ■ 0E-18 1 CPU/VDI UNDER SURFACE MOUNT 2. IF SPACE IS BEING DESIGNED TO ACCOMMODATE A VIDEO ADVISOR,MANAGING DIRECTOR OR REGIONAL DIRECTOR,ADD AN SOLUTION 4 0E-28 1 PHONE 3. IF TABLE IS CENTERED IN ROOIVf AND FLOOR POWER/DATA CONNECTIONS ARE PROVIDED, �DD CPU/VDI UNDER-SURFACE MOUNT D-401 E CONF. TABLE WITH X BASE(84X36) EMPIRE 84X36 STEELCASE/GORDON QUARTER CUT OAK COMPOSITE, BLACK'X'BASE ■ • 0E-29 1 CUSTOMER UNIVERSAL CHARGING STATION AAA CONFERENCE D-401 F CONF.TABLE WITH X BASE(96X48) EMPIRE 96X48 STEELCASEIGORDON --- QUARTER CUT OAK COMPOSITE. BLACK'X'BASE • ■ 1 23"MONITOR 4 ONE OFFICE TO RECEIVE 2-ARM MONITOR STAND,LOCATION TO BE DETERMINED BY BRANCH PLANNING MANAGER DURING TURNOVER. 0E-06 1 PRIVACY SCREEN FILTER CC5 CONF CREDENZA W/WOOD TOP EMPIRE CCREDDW STEELCASE --- QUARTER CUT OAK COMPOSITE • ■ 1 SOUND BAR CC6 CONF CREDENZA W/CORIAN TOP EMPIRE CCREDPWCICCRE STEELCASE ___ QUARTER CUT OAK COMPOSITE, SILVER BIRCH • ■ 0E 12 1 MONITOR ARM (NOTE 1) A 6/8/20 Planning comments DDWC CORIAN CASUAL CONSULTATION ^ CCS SPACE 1 VDI TERMINAL n 6/2/20 Proto 20.2 Updates D-400A/ BANKER DESK. WOOD TOP, X BASE, (36R) EMPIRE 36DIA STEELCASE --- QUARTER CUT OAK COMPOSITE. BLACK • ■ 0E-15 DB-400 HARDWARE 1 VDI TERMINAL ADAPTER 4/30/20 Issued for Bid D-401A 1 BANKER DESK,WOOD TOP, X BASE, (42R) EMPIRE 42DIA STEELCASE QUARTER CUT OAK COMPOSITE, BLACK • ■ 0E-16 1 WIRELESS KEYBOARD AND MOUSE 4/20/20 Submittal Set DB-400 HARDWARE 0E-27 1 PLATFORM STATION WIRED 10-KEY KEYPAD 4/10/20 80% Review Set D 40161BANKER DESK, OVAL,WOOD TOP, X BASE, (54X36) EMPIRE 54X36 STEELCASE --- QUARTER CUT OAK COMPOSITE, BLACK • • 0E-28 1 PHONE PROJECT INFORMATION BLOCK DB-400 HARDWARE D-401 Cl QUARTER CUT OAK COMPOSITE. BLACK JOB # JPM 19015.0 DB 4pD BANKER DESK. OVAL,WOOD TOP,X BASE, (60x36) EMPIRE 60X36 STEELCASE --- HARDWARE • ■ DATE: 2/25/2020 QUARTER CUT OAK COMPOSITE TOP, BLACKDRAWN BY: PM PRIVATE HAD-2 OLOGY HEIGHT ADJUSTABLE DESK EMPIRE STEELCASE OLOGY ADJUSTABLE BASE ■ ■ APPLIANCE SCHEDULE CHECKED BY: AS CONSULTATION SPACE WPD-6A BANKER DESK PEDESTAL FILE-18" EMPIRE STEELCASE CUSTOM QUARTER CUT OAK COMPOSITE, BLACK • ■ FURNISHED BY INSTALLED BY HARDWARE MANUFACTURER MODEL MODEL QUARTER CUT OAK COMPOSITE, BLACK TAG DESCRIPTION (OR EQUAL) (OR EQUAL) REQUIREMENTS FINISH OWNER GC OWNER GC NOTES WPD-6B BANKER DESK PEDESTAL FILE-30" EMPIRE STEELCASE CUSTOM HARDWARE • • A-01 2.2 CU, FT. MICROWAVE GE PES7227DLBB ADA-COMPLIANT BLACK • • ALT. 1.4+CF ADA-COMPLIANT SUBSTITUTIONS PERMITTED DRAWING STANDARDS v20.2 WPD-7A LATERAL FILE WITH CPU CABINET-MEDIUM OFFICE-54" EMPIRE STEELCASE CUSTOM QUARTER CUT OAK COMPOSITE, BLACK • A-02 NOT USED• --- --- -- HARDWARE SHEET TITLE FRIGIDAIRE FFHT1814QB ADA-COMPLIANT WPD-7B LATERAL FILE WITH CPU CABINET-MEDIUM OFFICE-48" EMPIRE STEELCASE CUSTOM QUARTER CUT OAK COMPOSITE. BLACK •• A-03 FULL-SIZE REFRIGERATOR ENERGY STAR BLACK ALT 18+CF TOP FREEZER SUBSTITUTIONS PERMITTED FURNITURE & HARDWARE WHIRLPOOL WRT541SZDB WPD-8 IWS TALL PEDESTAL FILE EMPIRE STEELCASE CUSTOM QUARTER CUT OAK COMPOSITE. BLACK • ■ WESTINGHouSE OFFICE EQUIPMENT HARDWARE COMMERCIAL CCR45B ADA-COMPLIANT BLACK • a ALT.4.4++CF<32.51H SUBSTITUTIONS PERMITTED DS BANKER DESK AND LAO CHAIR EMPIRE F5-11T STEELCASE THINK BLACK, NON-NESTING,ADJUSTABLE ARMS ■ • A-04 UNDERCOUNTER REFRIGERATOR COOL SCHEDULE DESK. CONFERENCE IGLOO FR464 ADA-COMPLIANT WH OR SS • • ALT.4.4++CF<32.5"H SUBSTITUTIONS PERMITTED AND GUEST CHAIRS CH-311 BINDU CONFERENCE CHAIR-LOW BACK ON CASTERS EMPIRE COALESSE BINDU DESIGNTEX: BARK CLOTH DARK CHARCOAL, • • HAZER HC46SF10SV ADA-COMPLIANT SS • • ALT.4.4++CF<32.5"H SUBSTITUTIONS PERMITTED SHEET NUMBER BLACK BASE ON CASTERS A-05 NOT USED --- --- --- --- --- --- --- --- --- CS-3 SDB CARREL/VIEWING ROOM EMPIRE TRADCARREL-C STEELCASE CARREL QUARTER CUT OAK COMPOSITE • ■ SOB DESIGNTEX: BARKCLOTH-DARK CHARCOAL,BLACK - A-06 COFFEE MAKER BY OWNER --- _-- N • G.C. TO PROVIDE 1/4"COPPER WATER SUPPLY FOR FINAL CH-320 SOB ARMLESS CHAIR EMPIRE STEELCASE FORMULA SLED BASE ■ • • CONNECTION BY OWNER A-07 WATER PURIFIER BY OWNER --- ___ ■ • G. C. TO PROVIDE 1/4"COPPER WATER SUPPLY FOR FINAL CONNECTION BY OWNER A3 . 3 . 2 AUDIO I VIDEO EQUIPMENT SCHEDULE BANK EQUIPMENT SCHEDULE _� FURNISHED BY INSTALLED BY FURNISHED BY INSTALLED BY1111 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 VENDOR VENDOR VENDOR VENDOR OWNER GC RIGGER ' VENDOR EQUIP. VENDOR SOLUTION#1: SCALA SIGNAGE 1 VENDOR 120V 110A 55" LED DISPLAY SAMSUNG QM55H ■ ■ PREFERRED SIZE NCR 2045 --- 1929 LB ATM, WALK-UP, EXTERIOR, DEDICATED `49" LED DISPLAY SAMSUNG QM49H ■ ■ BE-01A THROUGH-WALL 120V I20A ■ • IIIII 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 ■ ■ 2 II A AMPLIFIER Q50 SPA2-60 ■ • LOCATE BEHIND DISPLAY AT RECESSED DISPLAY. IN DATA ROOM AT SURFACE MOUNTED DISPLAY NCR 2045 --- 1929 LB DEDICATED 120V/ tn ATM, WALK-UP, INTERIOR. RECEIVER EXTRON DTP HDMI 4K 230 RX ■ ■ LOCATE BEHIND DISPLAY BE-01B THROUGH-WALL 120V 120A a a HYOSUNG MX 7800 TR --- 1522 LB DEDICATED ' TRANSMITTER EXTRON DTP HDMI 4K 230 TX ■ ■ LOCATE IN DATA ROOM I MEDIA PLAYER MEDIAVUE SUREVUE D2 • ■ LOCATE IN DATA ROOM ATM SURROUND SIGNAGE VENDOR SUR-TTW-U-4 --- NA 120V/3A ■ ! ■ 2 SURGE PROTECTOR CYBERPOWER PDU15SW8FWNET ■ ■ LOCATE IN DATA ROOM NCR 2043 --- 2194 LB 120V/30A ■ ■ < , DEDICATED • SOLUTION#1:75"SCALA SIGNAGE,TELEPRESENCE ROUGH-IN BE-02A ATM, DRIVE-UP, ISLAND 120V/30A l HYOSUNG MX 7800 IR --- 1918 LB ■ ■ 75"LED DISPLAY SAMSUNG QM75F ■ ■ DEDICATED3: SWING ARM MOUNT CHIEF TS525TU • ■ NCR 6684 --- 1984 LB 120V/10A • • DEDICATED BE 02B (1) IN-WALL BOX CHIEF PAC527F a ■ ATM, DRIVE-UP, I THROUGH-WALL 120V 120A l AUDIO SPEAKERS LEON HZUT ■ ■ HORIZONTAL SPEAKER,ABOVE DISPLAY HYOSUNG MX 7800 DR --- 1852 LB DEDICATED a ■ — — i OU 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 13A • ■ 2 `� RECEIVER EXTRON DTP HDMI 4K 230 RX ■ ■ LOCATE BEHIND DISPLAY AC-225-SX+AC 1 H+ wD DIEBOLD BLACK NA NONE BE-03 APRON CASE M-7-UD ■ ■ TRANSMITTER EXTRON DTP HDMI 4K 230 TX • • LOCATE IN DATA ROOM w HAMILTON HSKS103 BLACK NA 1 NONE I I MEDIA PLAYER MEDIAVUE SUREVUE 02 • ■ LOCATE IN DATA ROOM ACCESSIBLE TELLER DIEBOLD SD 3 C SL BLACK NA NONE SURGE PROTECTOR CYBERPOWER PDU15SW8FWNET ■ • LOCATE IN DATA ROOM BE-04A ■ ■ PEDESTAL HAMILTON 5-604 BLACK NA NONE SOLUTION#2: NOT USED I ACCESSIBLE TELLER DIEBOLD SD-3-LLIRL BLACK NA NONE I SOLUTION#3: SCALA SIGNAGE WITH 2-WAY TELEPRESENCE BE-04B ■ ■ PEDESTAL WITH LOCKER HAMILTON 604 BLACK NA NONE M 75 LED DISPLAY SAMSUNG QM75F ■ a PREFERRED SIZE I DIEBOLD SU-4-2C BLACK NA NONE /a% X55" LED DISPLAY SAMSUNG QM55H ■ ■ BE-05 STANDARD TELLER PEDESTAL -- --- ■ ■ HAMILTON 5-205 BLACK NA NONE SWING ARM MOUNT CHIEF TS525TU ■ ■ CHIEF LSMIU AT 55"VERSION 1 IN-WALL BOX CHIEF PAC527F ■ aSTANDARD TELLER PEDESTAL DIEBOLD SU-4-L2UR2L BLACK NA NONE I MN ( } (1)AT 55"VERSION BE-06 ■ ■ WITH LOCKERS HAMILTON S-207 BLACK NA NONE QUAD CAMERA CISCO CS-QUADCAM+ ■ ■ BE-07 ' TELLER BRG INTERCOM PRINCIPLE USA STS S S./ALUM. NA 120V/1.6A • • lin im TELEPRESENCE CODEC CISCO CS-CODEC-PLUS+ ■ • LOCATE BEHIND DISPLAY AT RECESSED DISPLAY, IN CREDNZA AT SURFACE MOUNTED DISPLAY BE-08 COMBO ATM I AHD NCR 5285 --- 2853 LB 120V/10A • • 4 CONTROL PANEL CISCO CTS-CTRL-DVX-10 ■ ■ LOCATE AT CAFE OR CREDENZA ------ BE-09 NOT USED --- --- --- --- 1311 Elm ILI WIRED MICROPHONE SHURE SM58S ■ • LOCATE AT CAFE OR CREDENZA M WIRELESS MICROPHONE SHURE ULX-D • • LOCATE AT CAFE OR CREDENZA DIEBOLD 30901 TL-15 11 5.5.1 BLACK 1495 LB 120V/4A 4 0 4 -I x N BE-10 AFTER HOURS DEPOSITORY ■ ■ t ' N AV CONNECTIVITY HDMI.AUDIO • • LOCATE AT CAFE OR CREDENZA HAMILTON 14-126 UR S.S./TAUPE 1886 LB 120V/4A 4 O a = MICROPHONE PREAMPLIFIER RDL FP-MP1 ■ ■ LOCATE BEHIND DISPLAY AT RECESSED DISPLAY, IN CREDENZA AT SURFACE MOUNTED DISPLAY N u.. 120V 120 A CI COWIRELESS RECEIVER SHURE QLXD4 ■ ■ LOCATE BEHIND DISPLAY AT RECESSED DISPLAY, IN CREDENZA AT SURFACE MOUNTED DISPLAY DIELBOLD VAT 30 GX 89G-13 --- DEDICATED ■ a [ Ce RECEIVER EXTRON DTP HDMI 4K 230 RX ■ ■ LOCATE BEHIND DISPLAY. OMIT AT SURFACE MOUNTED DISPLAY BE 11 VACUUM AIR TUBE 120V 120 A Z </ DIEBOLD 42 15163 ■ ■ CI Q < 0 TRANSMITTER EXTRON DTP HDMI 4K 230 TX • • LOCATE IN DATA ROOM. OMIT AT SURFACE MOUNTED DISPLAY DEDICATED 120V/12A MEDIA PLAYER MEDIAVUE SUREVUE D2 LOCATE IN DATA ROOM AT RECESSED DISPLAY. IN CREDENZA AT SURFACE MOUNTED DISPLAY HYOSUNG ' MS500 --- 970 LB DEDICATED a a ■ rtD SURGE PROTECTOR CYBERPOWER PDU15SW8FWNET • • LOCATE IN DATA ROOM AT RECESSED DISPLAY, IN CREDENZA AT SURFACE MOUNTED DISPLAY CASH REGYCLER SOLUTION#4:DESKTOP TELEPRESENCE GLORY RBG 100 550 LB DEDICATED ■ a N BE-12 W 4 TELEPRESENCE UNIT CISCO I DX80 ■ • WITH DESKTOP STAND TELEQUlP T FLEX(DUAL CUPS) 12 LB 120V/4A HYOSUNG HYOSUNG , I IP' Z CI °3 ° SOLUTION#7: CAFE l COMMUNITY SCREEN COIN DISPENSER I H GLORY INSTACHANGE 10 LB 120V 1A GLORY 32"MONITOR SAMSUNG DM32E ■ • GLORY 0 I• z , WALL-MOUNT BRACKET CHIEF FSR1U ■ • 271-95+20530+20531 + W DIEBOLD BLACK 2922 LB NONE • ■ ' 4 4 RECEIVER EXTRON DTP HDMI 4K 230 RX a • LOCATE IN CAFE BASE CABINET gE_13 MAIN CASH CHEST (2)20532+(12)P-1500-CTKi Z (FULL-HEIGHT) 14-123 UR+(12)(HSCT310+ . CI) TRANSMITTER CRESTRON HD-MD-400-C-E TX ■ • LOCATE AT CREDENZA HAMILTON BLACK 3545 LB NONE • ■ 4,5 HSCT211 +HSCT303) 4 .. I- MEDIA PLAYER MEDIAVUE SUREVUE D2 ■ • LOCATE IN DATA ROOM 271-80+20531 +20532+ SURGE PROTECTOR CYBERPOWER PDU15SW8FWNET ■ ■ LOCATE IN DATA ROOM MAIN CASH CHEST DIEBOLD (6)P 1500 CTK BLACK 1848 LB NONE • • 4I CO) BE 13A (HALF-HEIGHT) 14-127 UR+(6)(HSCT310+ (III) I `� HAMILTON HSCT211 +HSCT303) BLACK 2444 LB NONE • • 4,5 i MAIN CASH CHEST DIEBOLD 271-80*20531 +20536+ 40537+40534 BLACK 1580 LB NONE • ■ 4 BE-13B (HALF-HEIGHT- EVERYDAY EXPRESS) HAMILTON 18-029 UR BLACK 2078 LB NONE • ■ 4,5 ARCHITECT/ ENGINEER OF RECORD DIEBOLD 476-98 BLACK 4739 LB MAX. NONE KEN McCRACKEN, SAFE DEPOSIT CHEST WITH HAMILTON • ARCHITECT I BE-14 BOXES (ALL 3X5) 14-124 UR BLACK 4870 LB NONE • • 4,6,7, 12 Architecture•Program Management•Permitting HAMILTON 14-125 UR BLACK 4430 LB NONE � 6930 DESTINY DRIVE, #100 (MIXED) ' ROCKLIN, CA 95677 Contact:ARIANE SANDERS BE-15 ATM, WALK-UP, LOBBY(V2.5.5) HYOSUNG MX 8700 01 --- 2094 LB 120V 1 12A • • 10, 14 707.655.4320 DEDICATED ASANDERSI PMDGINC.COM ATM,WALK-UP, LOBBY(V3.0) HYOSUNG MX 8200 QT --- 1432 LB 120V/12A • a 13, 14 BE-15A DEDICATED I WALL POWER TRANSITION CBBE CUSTOM BLACK NA NONE • • 13 BOX WALK UP FREESTANDING HYOSUNG MX 8100 QTN --- 1050 LB(fully loaded) 120V/12A a • 13, 14 MICRO ATM DEDICATED BE-15B WALL POWER TRANSITION These drawings and specifications are the confidential and proprietary property CBBE CUSTOM BLACKNA NONE ■ ■ 13 of JP Morgan Chase and shall not be copied or reproduced without written MISCELLANEOUS EQUIPMENT SCHEDULE BOX -- authorization. The contract documents were prepared for use on this specific site in conjunction with ifs issue date and are not suitable for use on a different BE-16 MICRO ATM KIOSK HYOSUNG CUSTOM VARIES --- --- • • site ar at ar ete time. Use of these drawingsof referencerased or example on and project requies 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 I NOTES BE-17 MODULAR VAULT • • 11 I ME-01 SHRED BIN a a FURNISHED& INSTALLED BY CHASE HAMILTON TBD NA TBD NONE FACILITIES GROUP SEAL DIEBOLD TITAN +223-80 DAY GATE S.S.'ALUM. + S. 5250 LB 120V/20A ME-02 DUAL BAND QUEUE ROPES AND STANCHIONS LAWRENCE METALS TENSABARRIER BLACK • • REFER TO FLOOR PLANS FOR QUANTITIES GLASS � Cj�D A/�� BE-18 VAULT DOOR WITH DAY GATE • • C\ ,I METALS 889 DUAL BLACK • ■ S.S.,ALUM.+ �� HAMILTON TBD TBD TBD � POST WITH BELT LAWRENCE - 2U GLASS C7 KENNETH J. POST WITHOUT BELT LAWRENCE METALS 889 T2U-33-RCV BLACK ■ ■ _- 1092 LB MAX. C - MC . RACKE ME-03 BRUSH EXTRUSION KIT DOUG MOCKETT BRKITI BLACK • • • • FURNITURE OR MILLWORK VENDOR TO DIEBOLD LM SERIES S.S. NA PER STACK COORDINATE WITH OWNER FOR REQUIRED BE-19 VAULT SDB NESTS • ■ 6,8 • OPENING HAMILTON TBD TBD TBD TBD "AM S, WA (� License#5599 ME 04 HALF ROUND WASTERECEPTACLE RUBBERMAID COMMERCIAL FGSO$SSSPL STAINLESS ■ • 8E 20 ATM V3.0 SIDE CAR HYOSUNG MX 8200 ACCESSORY QUNIT T • ■ CJ-1)3, ��c�\ or o ME-05 EXTERIOR WASTE RECEPTACLE RUBBERMAID FGS3ETBKPL BLACK • • BE 21 NOT USED --- --- -- --- ANCHOR KIT HILTI 3.3.8 KWIK Bolt 3 N/A ■ • 0 4/20/20 I ME-06 MUSIC PLAYER AND SPEAKERS MOOD MEDIA PROFUSION IS BLACK • • BE 22 TELLER LINE SCANNER ELECTRONICS LS150 NA NA 120V/2A • ■ KJM/2584 ME-07 WIRELESS SDB SERVICE ENUNCIATOR SYSTEM NUTONE LA223WH • • 'OR EQUAL'SUBSTITUTIONS PERMITTED TELLER LINE RECEIPT BASED ON LOCAL AVAILABILITY. INSTALL 1 BE-23 PRINTER BANKJET 1500 NA NA 120V • ■ PUSH BUTTON AT EACH SDB VIEWING STATION. DELIVER ENUNCIATOR TO CHASE BE-24 NOT USED --- --- --- --- --- ISSUE DATE DESCRIPTION REAL ESTATE PROJECT MANAGER AT PROJECT CLOSE-OUT. MOUNT BUTTON 44" DIEBOLD 271-30 BLACK 823 lbs A.F.F. BE-25 UNDERCOUNTER CASH NONE • • 4 CHEST('DAY SAFE') ME-08 DUAL-CONTROL KEY BOX BLOCK AND COMPANY STEELMASTER#201 SP8801 GRAY ■ • INCLUDES KABA LOCK. G.C.TO PROVIDE HAMILTON 14-130 UR BLACK 1157 LB SOLID WOOD BLOCKING AS REQUIRED. ME-09A BULLETIN BOARD QUARTET QRT 303 --- ■ • AVAILABLE FROM OFFICE DEPOT/MAX. 'OR DIEBOLD 271-30+(2)20536+ BLACK 905 LB NONE • ■ 4,9 EQUAL'SUBSTITUTIONS PERMITTED BASED UNDERCOUNTER CASH (4)P-1500-CTK ON LOCAL AVAILABILITY-36"W x 24"H BE 25A CHEST('SMALL CASH CHEST') 14-129 UR+(3)(HSCT310+ NATURAL CORK WITH OAK FRAME. HAMILTON HSCT211 +HSCT303) BLACK 1278 LB NONE 1 ■ 4, 5,9 ME-09B DRY ERASE BOARD QUARTET EMA 203 --- ■ • AVAILABLE FROM OFFICE DEPOT/MAX. 'OR 6/$/20 Planning comments EQUAL'SUBSTITUTIONS PERMITTED BASED UNDERCOUNTER CASH DIEBOLD DXE TL 15 BLACK 267 LB NONE • • 4 6/2/20 Prato 20.2 Updates 11HX17WX20D ON LOCAL AVAILABILITY-36"W x 24"H ALUM. BE-25B CHEST(EVERYDAY EXPRESS 4/30/20 Issued for Bid FRAME WITH PEN LEDGE AND WHTE BRANCHES ONLY) HAMILTON DEA TL-15 SMALLEST BLACK 387 LB NONE ■ ■ 4 MELAMINE SURFACE. 11H X 17W X 200 4/20/20 Submittal Set ME-09C MAGNETIC STRIP BULLETIN BOARD THREE BY THREE 31189(8 REQUIRED) NAVY BLUE • ■ EIGHT 28"X 2.5"PAINTED METAL STRIPS WITH BE-26 CURRENCY COUNTER CUMMINS JETSCAN NA NA 120V/1A ■ ■ 4/10/20 80% Review Set INCLUDED SCREWS AND MAGNETS ADHERED NA- TO WALL WITH 3M SCOTCH OR EQUAL BE-27 TELLER PIN PAD INGENICO 1PP320 BLACK 9.41 oz POWERED VIA USB ■ a PROJECT INFORMATION BLOCK PERMANENT DOUBLE-SIDED FOAM JOB # JPM19015.0 MOUNTING TAPE. NOTES DATE: 2/25/2020 ME-10 NEW YORK CITY RECYCLING COMPONENTS REQUIRED AT NEW YORK CITY PROJECTS 1 ALL EQUIPMENT WEIGHTS ARE LISTED AS EMPTY. DRAWN BY: PM ONLY ME-10A:TRIPLE-COMPARTMENT REFUSE BIN WASTE WISE PRODUCTS INC. RC-1528-3-SS WITH CUSTOM • • NYC PROJECTS ONLY-ONE READ.AT EACH 2 B.O.SURROUND 71/4"AFF AT NCR UNIT, 12"AFF AT HYOSUNG UNIT. CHECKED BY: AS LABELS VESTIBULE AND LOBBY OR SIMILAR AREA; 3 MODEL NUMBERS ARE PROVIDED TO REFERENCE PRODUCT CUT SHEETS FOR SPACE PLANNING PURPOSES ONLY. PRIOR TO ORDERING EQUIPMENT,VERIFY MAKE/MODEL WI CHASE BRANCH PLANNING MANAGER CUSTOM LABELS: PAPER,TRASH, MODEL METAUGLASSIPLASTIC 4 VENDOR TO INCLUDE INTERNAL CABLE DOOR STOP FOR FIELD-ADJUSTEMENT BY INSTALLER TO STOP DOOR AS INDICATED IN PLAN. ME-10B: RECYCLING INSTRUCTIONAL SIGN NA NA NA • • NYC PROJECTS ONLY-REQUIRED AT EACH 5 INCLUDES CHEST MANUFACTURER'S LOCKERS. DRAWING STANDARDS v20.2 ME-106 TRIPLE-COMPARTMENT BIN AND 6 INTERNAL BOX CONFIGURATION TO BE DETERMINED BY CHASE BRANCH PLANNING. ME-10D SORTING STATION SHEET TITLE 7 PROVIDE AMERICAN SECURITY PRODUCT CO. ESL20 DAY LOCK AT ALL SDB CHESTS IN ROOMS WITH VIEWING CARRELS. BANK, AUDIO & ME-10C: RECYCLING COMPLIANCE PLACCARD NA NA NA • • NYC HAULER AND INSTALLEDROJECTS BY NLY; D.BY 8 PROVIDE MANUFACTURER'S KEY TRAYS AND MATCHING METAL CEILING AND WALL CLOSURE PANELS AS INDICATED IN DRAWINGS, ME-10D:3-BIN SORTING STATION NA NA NA ■ ■ NYC PROJECTS ONLY:PROVIDED AND 9 FOR USE BY EXCEPTION ONLY AT ROOMS WITH ACCESS TELLER AND NO MAIN CASH SAFE. INCLUDES INTERNAL TELLER CASH DRAWER LOCKERS. MISCELLANEOUS INSTALLED BY CHASE BRANCH PLANNING 10 INCLUDES MANUFACTURER'S ENCLOSURE, FLOOR POWER TRANSITION BOX,AND SIGN PANEL POWERED BY ATM. EQUIPMENT ME-10E:TRASH BIN LABELS NA NA NA • • NYC PROJECTS ONLY; PROVIDED AND APPLIED BY CHASE BRANCH PLANNING TO 11 6-SIDED, CLASS II,9'-0"CLEAR INTERIOR HEIGHT. SCHEDULE ALL NON-RECYCLING BINS; - - - - HTTP://STORE.RECYCLEACROSSAMERICA.OR 12 PROVIDE DAY LOCK AT CHESTS LOCATED IN THE SAME ROOM AS A VIEWING CARREL. SHEET NUMBER - : - 1 :-. .•: L- SH 4X9,H , 13 PROVIDE WALL POWER TRANSITION BOX AT WALL INSTALLATIONS ONLY. FOR FREESTANDING INSTALLATIONS PROVIDE MANUFACTURER'S POWER TRANSITION BOX. ME-11 TABLET CHARGING CABINET KENSINGTON K67862AM BLACK ■ ■ PROVIDED AND INSTALLED BY CHASE GTI 14 ATM VENDOR TO PROVIDE AND INSTALL SCREEN LOCKING BRACKETS TO MAINTAIN SCREEN POSITION WITH ALL OPERABLE PARTS WITHIN ACCESSIBLE REACH RANGE. illK PT-500)-----� (PT-500, PF\/ ,// PTS PF w WATER HEATER AND DRIP �WH; . 5- i-C )- KWH) z PAN ON WATER HEATER \ PT i Pr 500 BRACKET,PROVIDE \' ` 1III SEISMIC STRAPS,SEE PLUMBING DRWGS // \ L_J i-(PT-500)--ii f p I \ 2 MOP HANGER // \ BOVEFINISH MOP SINK TO 3 as.a.a / UNDERSIDE OF q • / WATER HEATER 0 's.‘—Et ® ® / ��� lin0 / 1 BRACKET ONLY U Z? / ��j \ FRP-1 -' ` cc + / MOP HANGER Q Cr) "' / DOOR TO - # DOOR TO \ -J T ( DATA ROOM HALLWAY • \ °O ® / FAUCET WITH \ INTEGRAL VACUUM \\ / _-' ' BREAKER VALVES \ \ * HOSE AND HOSE 4 \ m / HOLDER-SHORTEN ` + I I ao \\\ I / / H ` HAPE TO ENSURE AIR GAP AT SINK RIM ♦ i I -\ KNAPF \---(FR P-1) ® �wB-4 )(( (_41113-41A.)-// ( 4 OP) vOP P_ a w A - JANITOR'S B - JANITOR'S C - JANITOR'S D - JANITOR'S Q ii Li, fY Ci_ 4 JANITOR'S ROOM 5.1 .1 3/8"=-11-13" M 11 004,4, SPACER MATERIAL AS REQD.TO ALLOW W FRP TO CO . " - • '-:- NI _ co In 4'-6" el / MIN. / TA IL W �' / 3'-6"MIN. /1'D" PT-500} V 4PT500CI05 ` PT-500 o 4 -1 = CI CrA) 2'0 •, / MINI. 39"-41" TA TA / CA) ONr TA (06) ( 10 `I_ 4 0 1 _ t:, 25 (04) CV a • per " z 3'-0"MIN.(42"G.B.) / CO d ,(TA Zo 09 CA) /1'-0" 2'-0"MIN. ,, / • ©p T 402/ 47-- w MIN. - `- u w \ CC \ • - � Z a0 r_• m , ,, En it 1111 W \. �� — ETT___ o Wim \ 1_ N ¢ %� ® , � x a~ \ za � q n (TA) 03 - ti N b N fr \ F - 03 OCI '° NI \ - w 4 44 < 1 - \ \ \ \ \ 1- "W \ , \ \ -tk \ \ \ ♦, a � 17 18" / I TA ' TA / LAV GUARD 0 C D8) ( 01 ) (TA 07 FLUSH METAL ACCESS PANEL OVER I• z 4. CONCEALED TRAP PRIMERS ONLY 4. 'NI: WHERE REQUIRED BY LOCAL COBE` 4 A - ELEVATION B - ELEVATION C - ELEVATION D - ELEVATION 0) Z 4 - I- (' 3 INTERIOR RESTROOM ELEVATIONS - RESTROOM 2 I CA A5.1 .1 1/2"=1'-0" C. ) SPACER MATERIAL AS REQD.TO ALLOW %, i FRP TO CONTINUE BEHIND MIRROR ARCHITECT/ ENGINEER OF RECORD KEN McCRACKEN, \ ARCHITECT 4'-6" / MIN.{ / �pT-500 TA 6930 DESTINY DRIVE, #100 /1-0'1 (48 MIN. / )} PT 501 05 PT 501 ROCKLIN, CA 95677 MAX. (48"G.B. ` Pr-500N i 2'_0" / TA \ Contact:ARIANE SANDERS 39"41" MIN. TA \ TA N 707.655.4320 / . ( 04 K02) y ASANDERS@PMDGINC.COM (06) TA /\ _____ \ 04Z / (TA\ T-402 0 (10 3'-0"MIN.(42"G.B.) _ �, ) TA ao z / Lv 2'-0"MIN. 1'-0" r ii- 71 Tum / - `� \ MIN. ',7./ ( 01> -- � ,,,< . , 4.___, . � r , CO - -1 "--' �. - AM X _ _— X U j \ - _ - '-' �. These drawings and specifications are the confidential and proprietary property O I 1_ Q - ,� - ¢ Y © ,�, N a ¢ of JP Morgan Chase and shat not be copied or reproduced without written __Ffi . 1 p E••� p7 w Y Z C-3 _ :Z t ` M m authorization. The contract documents were prepared for use on this specific 7 o o M o ih site in conjunction withs issue dote an are notsuitable or use on a different [.O O V [N n _ _m r,"� site or at a later time. Use of these drawings for reference or example on C? ----- -- Z -- --- 0 -- / Ci as ' -�V .-, -- .-- --IF - ~ another project requires the services of properly licensed architects and M m [N p.. -' engineers. Reproduction of the contract documents for reuse on another [h _ X _ _ __ __ - _ g _— r project is not authorized. TA TA TA J 17 1$ K (07> LAV GUARD 01 08 `FLUSH METAL CONCEALED TRAP PRIM RS ONLY R SEAL WHERE REQUIRED BY LOCAL CODE A - ELEVATION B - ELEVATION C - ELEVATION D - ELEVATION ,O\ ARCy KENNETH J. c - MC RACKS • 2 INTERIOR RESTROOM ELEVATIONS - RESTROOM 1 - AM S, WA U),7 �1License#5599 A5.1 .1 318"=1'-O' CD 7'-01, / / 7'-011 q OF O c`' / 4'-8"CLR. �, 4'-8"CLR. I . TA s� 3'-6"MIN. / 1'-0" / / 1 0" �, 3'-6"MIN. / 1_71, D 4/2O/2D 08 MAX. MAX. ( 08 ) KJM12584 TA m m m m TA RESTROOM ACCESSORIES SCHEDULE D9 01 07 07 01 D9 • NOTES: ISSUE DATE DESCRIPTION TAG DESCRIPTION MFR. MODEL FINISH NOTES 1. SEE PLUMBING DRAWINGS FOR PLUMBING FIXTURE SCHEDULE. _ — 2. SEE CHAPTER 61A0.2.2 FOR ADDITIONAL ACCESSIBILITY -- TA-01 TOILET TISSUE DISPENSER BOBRICK B-2888 S.S. INFORMATION. r r_--_.__-i r-__.___ r---, TA-02(OPT.) UNIVERSAL C-FOLD/MULTI-FOLD PAPER TOWEL DISPENSER BOBRICK B-262 S.S. 1 3. PROVIDE ACCESSIBLE LAVATORY W/FAUCET SEE PLUMBING \ \ • I I` v'I r J I ' !' "• H -I �� \ TA-02(OPT.) UNIVERSAL 8"ROLL PAPER TOWEL DISPENSER BOBRICK B-2860 S.S. 1,3 DRAWINGS. ■ � �" 4. KNEE CLEARANCE UNDER THE LAVATORY SHALL PROVIDE A ■ • TA TA- � --;� -� ; TA-03 WASTE RECEPTACLE BOBRICK B-279 S.S. MINIMUM OF 27"FROM THE FLOOR TO THE BOTTOM SINK BOWL / \ _ --1-__ 04 • ANDA MINIMUM OF 30"WIDE ATA MINIMUM OF 8"BACK FROMTA N \ TA-04 GRAB BARS BOBRICK B-5806 SERIES S.S. THE FRONT OF THE LAVATORY. M 02, 03 I 1 A 5. INSULATE ALL EXPOSED HOT WATER AND DRAINPIPES. ■ ? TA-05 MIRROR BOBRICK B-165 2448 S.S. \ 1 / D i1A5.1. B \,,\ � 6. THE FLUSH VALVE SHALL BE LOCATED ON THE WIDE SIDE OF ■ �,' #'-0" r FLIP$- .� / _ /1\ 6/8/20 Planning comments TA-06(OPT.) LIQUID SOAP DISPENSER: LAV.-MOUNT,LONG SHANK,4"SPOUT BOBRICK B-822 POL.S.S. 1,2 THE TOILET AREA. ■ MIN.CLR. ' , DRAIN— -FLOOR it N '� /� 7. G.C.TO VERIFY WITH INSPECTOR IF TILE AT WALLS IN • A i DRAIN,' 4'-0' 0 / I\ 6/2/20 Proto 20.2 Updates TA-06(OPT.) FOAM SOAP DISPENSER: LAV.-MOUNT, LONG SHANK,4"SPOUT BOBRICK B-823) POL.S.S. 1,2 ■ ' / �� ' RESTROOMS CAN BE ELIMINATED. ■ A , MIN.CLR. i 4/30/20 Issued for Bid TA-07 SANITARY NAPKIN DISPOSAL BOBRICK B-270 S.S. ■ ; D 4 1111 B 5II n r U y� ~=�, X15'-q" ti •■ , 4/20/20 Submittal Set r C 4'0"CLR. 4'OR R- + •s-- 7 i r- TA-08 TOILET SEAT COVER DISPENSER BOBRICK B-4221 S.S. • _, -_ J■_.�I - ;� / Lr--- -- r 4/10/20 80% Review Set TA-09 SHELF GAMCO B-7816 S.S. 4 ■ J' ; TA �i a �- ■ y f F �; _ � � D2 �, PROJECT INFORMATION BLOCK TA-10 COAT HOOKS(2) IVES 581 626 SATIN 1 AT 36"AFF, 1 AT 60"AFF ■ i JOB # JPM19015.0 CHROMIUM ■ i FiESTR00-I�I{ TA r • RESTROOM * 03 ; DATE: 2/25/2020 TA-11 - - - • - - , `' e• • - •'' - '- " D) DAP/ O M0✓0 D.D. 4,i ■ u - ■ �' �/TA\ C • 9 -- DRAWN BY: PM NOTES: TA : ` `N t 05 J I TA "� L s� i (TA CHECKED BY: AS CID ) \ \ / .0z / \ 10 ) 1. G.C.TO VERIFY OPTION PREFERENCE WITH OWNER'S LOCAL FACILITIES MANAGER. 1 @+36'& ■ . - - 5 -L 2 1 . @+36"& 60' AFF ■ '-----(TA) -06- + � 60' AFF MODEL 2. FIELD-CUT SOAP DISPENSER SHANK TO MINIMIZE RESERVOIR EXPOSURE i 3. AoR TO COORDINATE DISPENSER POSITION TO MAINTAIN ACCESSIBLE REACH RANGE AND PATH TO DISPENSER AND ADJACENT FIXTURES. I-6,f2" 1,-6112" N DRAWING STANDARDS v20.2 •■ 1 4. AVAILABLE FROM BOBRICK. • in ,k- U_-J -+ i 1 r m • 1'-6"MIN. F T T ` �: 1'-6"MIN. � <`? -11 1I SHEET TITLE 5. BABY CHANGING STATION TO BE PROVIDED ONLY WHEN REQUIRED BY A.H.J.. MOUNT FOR ACCESSIBILITY COMPLIANCE,HANDLE<44"AFF. 1 \ \ ■• cs it __ \ ■ t limo ENLARGED ■ ADA WALL AND DOOR f ADA WALL AND DOOR RESTROOM PLANS ■ r-4 S1GNAGE;SEE DOOR--y (W) SIGNAGE,SEE DOOR • SCHEDULE AND DF SCHEDULE AND • DETAIL1/A3.2.1 DETAIL1/A3.2.1 AND ELEVATIONS 4' 5'3 112" ,I 4'-1" 4'D" 51-3112" MIN.CITR /, SHEET NUMBER I ( 1 ENLARGED RESTROOM PLAN L J i �5.1'y 112"=1'-O" A5 • 1 • 1 I p , .._._, PT-500.:-- PT-500 PT-500 �;PT 500 i GENDER DOOR SIGN PT-500 -,..4, PT-503 ~ i BY SIGNAGE VENDOR PT-500 Y-' r7 / / ! ! i // GENDER TEXT! \ \ / \ \\ �T BRAILLE WALL SIGN / BY SIGNAGE VENDOR / \ 1 / / N16, L J /�. 1 �. \ ELECT. ELECT. ELECT. Pr,500)- -(p.5p0) / •\ \ \ '4NFL \PANEL ` ANEL \ o / DOOR TO e � - DOOR TO \ DOOR TO o DOOR TO \ as \ \ \ \ . RESTROOM w �� r w iY RESTROOM / ♦\ \\ \\ \ 2 a Q 1. j�a a o T / \ LOUNGE HALLWAY} / I \ \ Oala XI J + .....9 al ri \ / \ H z x S.--9- Lu z / a a z / / o m oc)� z \ \ aw i F ^ A awd / \ /J zz ao w � zz / p ce Wiz.-/ (WB-402 --/' ( � ( � ( � w Cc A - HALLWAY 2 @I ELECT. PANELS B - HALLWAY 2 C - HALLWAY 2 D - HALLWAY 2 4\ HALLWAY 2 CI A5.1� 11 3/8"=11-0" 0011%, tVW 00 — H P CI > , F a. ti- W e © oQ —I = N ' IWF PT- PT-500>2 PT 500 1< 0 0 illt 0 r * rr r r (Pr61) - N IL u 00 CI 0 ix .\ M Zcaa o 0\\ r(PT-500-)-1 / LOCK AND VIEW SCOPE \ / REQUIRED WHEN BOOR \ it W Q PT�DO PT-500 // OPENS TO NON-SECURE \\ PT�OD \ I --- / ROOM OR AREA IIX -• - - �oc, 4 W Q �' a �A�INE O �/ ` > 4:I LI OPEN TO ,/ DOOR TO OPEN TO DOOR TO \MANUAL ` I i HALLWAY 1 `\ HALLWAY2 LIVING AREA TRANSACTION // Z Qco 0 PT-50(_(±)---..„ss \ / ii — z I I i , I i _ __ __Ir 1.1. WI2 ,/ / a \ ,.. _ _ t/� Z PROVIDE ADA-COMPLIANT PULLS-4'D STYLE OR SIM. 4 W0-402 . W8402, I ANGLED WALL W6-001 (1111-402)-! AUDIO ACCESSIBILITY SIGNAGE BY BRG TELLER INTERCOM VENDOR ACCESSIBILITY SIGNAGE BY SIGNAGE VENDOR I Cip A - ENTRY AREA/ MANUAL TRANSACTION/ LIVING ROOM B - HALLWAY 1 C - HALLWAY I C) 3\ MANUAL TRANSACTION/ HALLWAY 1 ARCHITECT/ ENGINEER OF RECORD (k5.1_.2 318"=1'-0" KEN McCRACKEN, ARCHITECT Architecture•Program Management•Permitting 6930 DESTINY DRIVE, #100 ROCKLIN. CA 95677 Contact:ARIANE SANDERS • 707.655.4320 . ASANDERS@PMDGINC.COM / EQ EQ /• BUILDING PT 500. WALL AND FURNITURE ADDRESS [_N. AUTO.DOOR OPENER 1 I I 1 Li d t I! -- - PT-500 -(PT-500-)-/ r" Pr 500I II id I II I II ;�/ PT-311 • pT]71 - I I ^ These drawings and spedliicatiorrs are the confidential and proprietary properly - - \ ) w - �) - / I Sv.( of JP Morgan Chase and shall nol be copied or reproduced without written / - ( PT-500) \ \ CLEAR W I EA i site in n. The contract documents were prepared suited for use on this specific I FOR RK I site in conjunction with its issue date and are not suitable for use on a diterent r 7site or at a later time. Use of these drawings for reference or example on i I / I\ another project requires the services of property icensed architects and - I �/ \ engineers. Reproduction of the contract documents for reuse on another PT-501 rr-501))(,) ,_ / - r-_"_u_ ,�f / \1 pra;ecf snot authorized. ( \ o 11 ' L '� 11 I 9' O3 o / o / � o j " � SEAL / / \b) _ /_ ._ / -- DOORS AIM Al:OIL / e L \ J J / \ \ �c7 ED AP, DOOR TO ' Ei � \�QC I /y- { 6 I` PRINT ROOM - ~ . \ I � / /� 06 0 • / `\ =b===mak p \ IC \ / KENNETH J. -‘ Fr Tr' r --I -17 Tr--- r- \ t —�— I I --�— —1--- I I ---�— •\ \ / ,, \\._ /." b1 � M o [� I o �I \ \ ( (R2� m e _ f ` AM S,WA I License#5599 1 N r:1r zv NII 4l i i �j I 4L // \\ r \ / •, t \ • OFFICE PARTITION I I ) I I -OFFICE PARTITION OFFICE PARTITION COMMUNITY WALL wB4a2� CLEAR ANODIZED ADA SIGNAGE T( OF O�� SYSTEMS BY EMPIRE BB BB BB BB SYSTEMS BY EMPIRE SYSTEMS BY EMP€RE STOREFRONT SYSTEM -) AUTO.DOOR BUTTON 04/20/20 A �� �O 1 > t_� STORE HOUR SIGNAGE �,I / / BY OWNER'S VENDOR A - LIVING ROOM/ BOOTHS B - LIVING ROOM/ COMMUNITY WALL/ ENTRY AREA KJM12584 2 LIVING ROOM/ BOOTHS A5 ISSUE DATE DESCRIPTION .1 .2 318"=1'-Orr 9'-0'TYP.BRIM ANGLED WALL I. WIDTH / 59'x35'x THK PLYWOOD ANGLED WALL BLOCKING BEHIND WALL EQ. 6'-21/4' EQ. 1a r Tay II_ WALL AND FIXTURE /r<PT- ) /- PTs) ‘.- A52.1 A52.1 WALL AND FIXTURE ' /PTO \PT-500.h I / 1 1 -11 I b 44 [ 4 EQ. I IL - ___ A 6/8/20 Planning comments N, 5 14'F N.OPNG, EQ. / I I c� n 1 II / 1 6/2/20 Proto 20.2 Updates T41 ___1: I I 1ii 1 1 ; . <PT�) 4/30/20 Issued for Bid Pr-sot I c� 1 ,� 1'-4' V-4' 0 I I E 1 .1 I / 4/20/20 Submittal Set O �� ,i r LL \ I I �_--u_ iii } , .. 4/10/20 80% Review Set LOCK AND VIEW SCOPE / " ;1 '55"VIDEc DISPLAY 1; I I A54.1 — A6'4.1 PROJECT INFORMATION BLOCK REQUIRED WHEN DOOR / f'1 ---- I I `--� OPENS TO NON SECURE �� I I I I I I I o (I\‘'‘. PT-500 JOB # JPM190i5.0 ROOM OR AREA ATM ATM � I I r DATE: 2/25/2020 \,, 4 I I I i o 0 ( ) (PT-5w>---— DRAWN BY: PM 1 A,T.,„ /1 I 11 '�= I I I I � o . - PT-500 / _ f lii II112" 1 112 5 • CHECKED BY:bOOR TO OPEN TO OPEN TO \ JANITOR. - I I I L �- LIVING ARES LIVING AREA a `=1i Ii 1i >ri 1 1 MODEL -mMINI • '-•rte-0�L o . II _ T----�r--- - ! DRAWING STANDARDS v20.2 \ ftli. I I �WD501� I I I r SCHEDULED '� r� f l f FURNITURE \ '� 1 I L-I I I I/ SHETITLE I - II- - - -� - - - - :. _ _ I I _ I -ter \` ;I 1 � l=- ! I 1 55'DISPLAY WITH SPEAKERS 1 ` \ KWB402 ' REFER TO AV/TC DRAWINGS FOR (w 40P) / `OFFICE PARTITkCN — OFFICE PARTITION WB40� WB4oz ENTRY WALL AREA INTERIOR ADDITIONAL REQUIREMENTS .1 5'-a' SYSTEMS BY EMPIRE SYSTEMS BY EMPIRE 'F ELEVATIONS A - HALLWAY 1/ LIVING ROOM B- BOOTHS C- BOOTH WALL D - ENTRY AREA SHEET NUMBER 1 LIVING ROOM/ BOOTHS A5.1 .2 3/8"=1'-OrrA 5 • 1 • 2 i 1 LIMI (YY Y< Y•\--'."Y , -,-..t Y , -,-YY'Y�`Y'Y ,,-- -'v'Y V`'C ..Y.V s•- ' r r s.v-YYs `rY--,-,' r 11/2' 11/2" 2'-1 314" 2'6" 2'-13/4" Uill SILENT ALARM LAMP (PT•500 ---V.._.- N � _ . 1 11r N b (PT-500) I `_ 11 ? (PT-5U0) LAND VIEW SCOPE� // CONTROLSA I } `� \ / JIRED WHEN DOOR / FOR SCRIMS 'S TO NON-SECURE / N \ / / CABLE CONDUIT \ � I r _ \U/ i ROOM OR AREA .7"----------}D �� `\ // REFER TO SECTION i PT-500)-" I PT-500 PT-500 L ,� - - I �. `(PT-500 o \�/,. I�, _o o �lll / r_ Y oro I F OPEN TO - i ® r I o) - is 'al rraP Pr500 SCHEDULED _ L\ :,_, I 4, vP LIGHT �- r PT-500 \ r OPEN TJ J'91 'lam CASH ROOM` j // HA�WAYOi tIO J�� J T �� '2'1- � II Ii II II 1i EN7RYA,EA r ' -`� `� r~ ti �_ 7�?�b�� r r I I` y OPEN SPACE \ L_ 1D" r , ' - y- ' ,�� Tot— I II r� 2 \ I_ \NEE C EARANCft-- :. ' ` ' • ' • \ to ? 1 1 l _i .`.- -L i N I B PT-500) f 0w QLzi T' rL] * i.� ._ \ 0 - • ' III } f� I' ��- -_ �tS S ��` r-� i o \ N Pr-500 \ � � slit ��� tr: ; I� ��� n �:� rr a' �� -i-nom- � io M O y H1l6 % 6 ) 1 ' '863 ,.,Q •_ - "'" 'T7 -y \, , \ 1 I (WBd02 _ —� �, 1 �U���`_�� �' \ ,_Th..._ I fir }, J (WB-402)2 / F \} L PROVIDE ADA-COMPLIANT PULLS-4"D STYLE OR SIM. (WB402} r 4"-0" , `\ j/ 3-0" / 2A•/ ' �E áE) A - MANUAL TRANSACTION B - MANUAL TRANSACTION C - MANUAL TRANSACTION/ CASH ROOM .,_... -i ���.� ,.� -f �.-�,.- .,-1,,,_,,..,_,,,. a-� x. A.-._. CI MANUAL TRANSACTION! CASH ROOM D - MANUAL TRANSACTION/ CASH ROOM 4 N W A5.1 .3 318"=1-0" co iim Ln imi I= ef) ›- a. a. W ar= N CD ovlig Q 1%.... N u.. 0. CO CI Uce MZoro O CL/ W W IX PT-501 LINE VOLTAGE OCC. PT•5IXI PT-500 -/ CL W a en < : : SENSOR BY G.C. > *10 INSTALLED IN PARTITION /. 0 4 4 1. O VENDORS SWITCH BOXY,, o 0 o Z 110 � Z irir 48"LADDER . / PULL / 2'-4' / LIJ mi icE 4. .`16"16' Z Ilm z.:, a : . '.. i ii co) .: .. N.\_' '''' ______J I i ,i .1- -1 • (W&402 OFFICE PARTITION ;' '(..LNB �./ CII) SYSTEMS BY EMPIRE A - PCS8 B - PCS8 C - PCS8 D - PCS8 TYPICAL PCS 3 ARCHITECT/ ENGINEER OF RECORD A5.1 .3 - 318 =1 -0 KEN McCRACKEN, ARCHITECT Architecture•Program Management•Permitting 6930 DESTINY DRIVE, #100 ROCKLIN, CA 95677 Contact:ARIANE SANDERS 707.655.4320 ASANDERS@PMDGINC.COM 1• r -t Ir � I III II II II \-(PT-500) 1 These drawings and specifications are the confidential and proprietary property of JP Morgan Chose and shot not be copied or reproduced without written \ \ ` \ \ \ \ site in conj n. The its documentsawere prepared fa use ono thisaspecific site in conjunction with its slue date and are not suitable For use on a different Site or at a later time. Use of these drawings Tor reference or example on Ianother project requires the services of property icensed architects and v-v- --. - : - engineers. Reproduction of the contract documents far reuse on another project is not authorized. LINE VOLTAGE OCC, SOLID PANELS SENSOR BY G.C. • ADJACENT TO I o INSTALLED IN PARTIRON WI 1ANOTHER OFFICE 8`SIDELIGHT 4 O VENDORS SWITCH BOX—.. o / SEAL s" r 7-yr-50 " , ter WINDOW SILL PT-500 f 'I ELECTRICAL OUTLET D % ''D OVER CREDENZA FOR CONVENIENCE POWER \� Rc���\ ' — \ cp KENNETH J. /< , j MC RACKE E9 f __ ELECTRICAL AND PT 500 "' l o y DATA WALL OUTLETS • IN WALL BASE BEHIND III I \ \ \ \ I L., CPU CABINET FOR - • n Pcense#5599 { + _ • EQUIPMENT AM S, 59A 50YSTEMS BY IT BY iW&40� ($402)/ i OF O� 04/20/20 A - CCS 1 B - CCS 1 C - CCS 1 D - CCS 1 KJM/2584 ri CCS ISSUE DATE DESCRIPTION A5.1 .3 318"=1'-Orr - 1 TABLE&WALL I I- Tl Er IT -PrE r I 1 j � .., l l I H I I I I I I /1 6/8/20 Planning comments �m-4) I I } I I I! (wT-1I2) I I I I F �� 1„, 1 6/2/20 Proto 20.2 Updates o \\\ \\\ \\\ \\\ \ 4/30/20 Issued for Bid PT-500 S ! l 4/20/20 Submittal Set 1 4/10/20 80% Review Set PROJECT INFORMATION BLOCK - JOB # JPM19015.0 DATE: 2/25/2020 Prsoo� ii-( DRAWN BY: PM o PT-500)--/ I 0 o SOLID PANELS r o ADJACENT TO ANOTHER OFFICE • CHECKED BY: AS •W!18"SIDELIGHT ---0-- - 2 \ \ * * \ O6I MODEL OPEN TO r .(OE� 48'LADDER�• LIVING AREA I tt1 [ . /, PALL DRAWING STANDARDS v20.2 . _ i r SHEET TITLE PT-500- r • • n I • � - � I INTERIOR \ , I I „�40z)-,` 15 / i �W� � ELEVATIONS W0-402: / OFFICE PARTITION OE SYSTEMS BY EMPIRE A - CONFERENCE ROOM B - CONFERENCE ROOM C - CONFERENCE ROOM D - CONFERENCE ROOM SHEET NUMBER 1 CONFERENCE ROOM A5.1 .3 318"=1'-O'j dm) w in I L O 0 W fY Q a_ W r_ cir) "It 0.1„, CVW co I_in M H oa -1 =O. a- ILI 0, ,k7 CD 0 4 U N. CNI 2'-1' dr 3'4" 2-1" CO V W ,I FOR SHELF AND ROD SPACES<30' I I 1 e 1 PT I Z O -500 SECURITY Q PT 540 WIDE,PROVIDE ONLYTHE LOWER MONITOR CL ADA-COMPLlANTPORTION OF THE PJ- -/1\ It ot .. \ \ 2'6'MIN. SHELF AND ROD MILLWORK /' // PT- \N. ME Wci PROVIDE SOLID WOAD \ I N. IUl le 5 BLOCKING BETWEEN STUDS \ MAGNE7ICSTRIPS W CIEV I o/ -Ass.f _\ ___ PL 501? —� -1/_ \♦ r STRIPS MAGNETIC I n W a / — /- / �_` > %0 0 DRY ERASE BOARD - _ l \\\I C 02 I/// 0 ♦\ i Q� t o M E A c '. PL-503) - 9" \ I o l u I Z CI co -- 2 fs TELEPHONE o O z , I.._ r �09B� (OA --� A5.3.1 o \\ I - l a -fri ,.... , _ r L-- ---- -� coThi ow�r3 Q ----1-7; // �1 ® tJ A 50 ! '',• 1�1 I r HALLWAY2 /; a �� , ,. . , 1-- 1."--- Lhi1 a / C' o a s C/ \ 03, _� /I=I. = -' .. ==�III=L=: // (/) Z I I N6' \ \ S? gl r'?'\ N.. / E., ICE 1.11. lila , I Cii \' ' LOCKERS.PROVIDE 5%ADA COMPLIANT COMPARTMENTS (YVB 401 / (WB-402 AM. (WB-402)--/ OCCUPANCY SENSOR •\w-4o2 j-' CIII) WITH OPERABLE PARTS AND HOOKS PER REACH RANGES 01 (017) SHOWN ON DETAIL 16(A0.2.2.OPERABLE PARTS SHALL HOLD-UP BUTTON NOT INVOLVE TIGHT TWISTING,GRASPING,OR PINCHING. 2-4 2'-10' 2-4" A - LOUNGE ROOM B - LOUNGE ROOM C - LOUNGE ROOM D - LOUNGE ROOM 3 LOUNGE ROOM ARCHITECT/ ENGINEER OF RECORD A5.1 .4 3/8"=1-0" KEN McCRACKEN, V ARCHITECT 6930 DESTINY DRIVE, #100 ROCKLIN, CA 95677 Contact:ARLANE SANDERS 707.655.4320 ASAN D ERS@PMDGINC.COM 4-0" — FRP,PAINTED WOOD,OR SIM. a ' These drawings and 5pecificalions are the confidential and proprietary property FINISHED PANEL MATERIAL BY G.C. — I ns.a t of JP Morgan Chase and shall not be copied or reproduced without written COVERING GAP BETWEEN UNIVERSAL authorization. The contract documents were prepared for use on this specific OPENING AND ATM SLEEVE y` drawings in conjunction with its issue dote and are not suitable for use on a different . / site or at a later time. Use of these wings for reference or example on \ another project requres the services of property icensed architects and J-BOX FOR ATM / FILLER AS READ. engineers. Reproduction of the contract documents for reuse on another / \ - project is not authorized. \ LOCK AND VIEW SCOPE SURROUND LIGHTING / \ h, \ REQUIRED WHEN DOOR II PT-500)7 ♦ OPENS TO NON-SECURE PT-500 \ / i., SCHEDULED / (PT�� OE OE \• ROOM OR AREA \ ___ ' \\\I I ,.-- r? f LIGHT FIXTURE —•=1, I SEAL Q \l BVy� r l_ - • I- I -_`__-f r--I.,- -==a ♦♦ MILLWORK y —_ y-- N 11 II I Q r-- VALENCE 1:\ t:_-D± ..7.=3 r:_rz_� - DOOR \ N II II � j r_____ 1 l C \ — — 1 �� E� ARC//:/\,..-%c,--r----7-----"D � 7 - LIVING ROOM 11 II -I I \-i------,W ix 1 1 KENNETH J. - _ '�i"'I Y^ _ -,„ / E // \ IL--__JI ^� I I I I r \ I Ia (BE\ LI M f� l I I �r tja-- _ _Y ---- , f--t 3 // OI - '1r — -II 1r-- -II a • =r • / I •`.7=,--= 1 1 1 = E '=i [ BE \/ �+ '' II Il l 1 1 t - - ' AM S,WA 1 1 1 1 11 11 n n // /010 j c� License#5599 n; / - V ♦ r BAY SAFE ` \ [ay — — ��/ �(� 2'2"/ - - F OF 0� ( -402 402 ATM DATA,SECURITY UNIVERSAL ws a41;�' AND POWER OUTLETS ATM R.Q. 04/20/20 A - PRINT ROOM B - PRINT ROOM C - PRINT ROOM D - PRINT ROOM KJM/2584 (' 2 - PRINT ROOM ISSUE DATE DESCRIPTION A5.1 .4 3/8r"=l'-a" A6/8/20 Planning comments /I\ 6/2/20 Prato 20.2 Updates 1 9'-9'=6 EQ.SPACES 1 112" 4/30/20 Issued for Bid 7 .,„___ r 4/20/20 Submittal Set (PT-500) FILLER ON EACH i _.] z., SIDE 4/10/20 80% Review Set o .-.PT 500)-/ r CASH CHEST SECURITY TERMINAL PROJECT INFORMATION BLOCK /-\ // N. //� //"\\ N. JOB # JPM19015.0 / \N. z- = =_ =T •._• DATE. 2/25/2020 / \ SPT-500 `� ..-' N \ /�. > �" - -- \ 1 DRAWN BY: PM z \ / \\I I/' `NI `\I I/' I,' `£,CHEDULED CHECKED BY: AS i \ / �- `� _�``'__ -.,! -- pg--- LIGk�T FIXTURE Z? `' `T- ' SCHEDULED a' (PT-500, LIGHT FIXTURE °i OV'' PL-502?� ` �PT-500) 5 N MODEL OPEN TO -1 A5.3.1 MILLWORK VALENCE �� \ MANUAL ti N o .1 JC (PL 503N. TRANSACTION -� ,®� , ®0 I O ® DRAWING STANDARDS v20.2 4 t - ' \ 1 I rr , I I - BE / /t `_ - _ --i / SHEET TITLE o [7 O [moi N o ®\n' —�' / [V CV f>__ _ __ F.,-) ; ' / I I • t l I I �.� 9. - INTERIOR \ / F J Al OE OE \ ELEVATIONS •L waa4z, AWB 44z -SECURITY 2A / Vir (-2AF F 06 05 HOLD-UP BUTTON(-2::P A - CASH ROOM B - CASH ROOM C - LTOS CASH ROOM SHEET NUMBER � CASH ROOM/ MANUAL TRANSACTION ) 5.1y 3/8"=11-Cl" il , \, „ ,., _ f ,�GYP.BOARD WINDOW JAMB STOREFRONT GLAZING CY 1 • SYSTEM SCREWS MUST BE: # 10-1 6 ITW f VINYL BASE)\ _ 1_tEGS, NYWALL Buildex TEKS/3 screws at~ . . ,,,, FRY REGLET DRML"L" 1 2 o•C- (Or similar) TRIM MOLDING PRE-FIN. ...:..::.,!:. WHITE :1e11 ,4 Ull °° f ALUM.BASE END ALIGNS WITH — — w - -•• e PANEL EDGE , ti: 314"PLYWOOD w ) WALL FRAMING • , 2 TIB"� SUBSTRATE PAINT m 1. ' \,. . V SEALANT ��"_ FLAT BLACK •":-.)"-..: •."''..''.•;:':::,', :-_.:": ;:-:.-",.,:-` : I I i CONCEALED PANEL CLIP SIB"GYP.BD. 1 / ,-STUD WALL FRAMING q F'_, WOOD VENEER PANELS WITH WALL FINISH - I 7,, �o _ NATURAL WOOD EDGE BANDING ..- - .1 '',. }• CONT.AROUND ALL PANEL EDGES _ I ;'; m "1 ? i Q $,'. `� _ ;� FRY REGLET DRML-75 CONCEALED PANEL CLIP 314"PLYWOOD SUBSTRATE-PAINT - n ' l "L"DRYWALL TRIM - (1 t l W FLAT BLACK 1J4" WOOD VENEER PANELS MOLDING N `[ » JJJJJ ')��)�) )} �. �: -7'' t �_�_ ._ FACE OF AN WITH NATURAL WOOD ��'' -A -5W). STUD WALL FRAMING f SCREEN NICHE EDGE BANDING CONT. <- <s " t-,- °` 9qf- ` ` ` t,-� VENEER APPLIED AFTER PANEL - AROUND ALL PANEL • �,a..=a .� e, u�, ;.`) PANEL EDGES WOOD VENEER PANELS WITH FABRICATION TO CONCEAL PANEL NATURAL WOOD EDGE BANDING CORNER JOINT - FEATURE STRIP . CONT.AROUND ALL PANEL EDGES CONCEALED PANEL CORNER 3/4"PLYWOOD SUBSTRATE-PAINT BRACKETS AS REQD. MINI END WITH SOLID PANEL FLAT BLACK P_ 0 w ce Q w Lu ce o_ MIN-END MEDIUM 17 PANEL JOINT ALIGNMENT 16 SCREEN NICHE 15 PANEL WALL CORNER 14 PARTITION/STOREFRONT DETAIL 13 HORIZONTAL SECTION l A5.2.1 3n=11-0" A5.2.1 3"=11-0" A5.2.1 3r=1'-0" A5.2.1 3" = 11-0" A5.2.1 NONE M 4411 ioniii, N W 00 . N 13'-2" i 1' I 1 lin Im 1. WALL CAVITY OPEN TO PLENUM 3'-6" A. 6-2" 3'-6" J( I 1 1 6 10"MIN.w/2 ATMs BELOW ABOVE FOR VENTING PREFERRED- W / !' CAP FRAMING ONLY WHERE BRACE WALL FRAMING r "r`L ILLUMINATED SIGN BY EQ. REFER TO • EQ. REQUIRED FOR FIRE BLOCKING TO STRUCTURECO "(1'-0'MIN.) AV STANDARDS (1'-0"MIN.) -� ABOVE AS REQD. gh c� OWNER'S SIGN VENDOR- I I 0 4 ■■IL. COpRD.WlVENDOR SHOP a = N -.\ 4,_Z Mrg SCHEDULED FINISH M \ DRAWINGS FOR G.0 I I 7- ELECTRICAL WHIP O (.,,, ICE 0 N ,.z. \ CEILING ROUGH-IN LOCATION ' Eigh aJ DISPLAY WITH SPEAKERS CONCEALED PANEL CLIP cn I i---- 518"GYP BD.SCREEN N ti j '�_ O I I SCREEN POCKET HEADER / POCKET INTERIOR FINISH ® 4314' tom- WOOD VENEER PANELS WITH o I I FRAMING AS REQUIRED 3 318' '�REFER TO STANDARDS ci �.. �r 4 `__ NATURAL WOOD EDGE BANDING " I 41111 I I I� -DISPLAY WITH SPEAKERS r r ti CONT.AROUND ALL PANEL EDGES m ~ 55" ISPLAY PREFERRED I I J GYP.BOARD NICHE- Q R Alkr BENJAMIN MOORE AURA 0 Q l - _l I I REFER TO AN STANDARDS 1314"PLYWOOD BACK PANEL LATEX PAINT,JET BLACK 1` Q I I I 1 1 POCKETINTERIOR ^-, t L 1 i UNDER GYP.BD.FINISH >,�511'GYP.BOARD � � rEl- - _ IZIF - - I #2120 0,FLAT �.r SCHEDULED SUSPENDED ACT `s 314"PLYWOOD SUBSTRATE-PAINT = GYP.BOARD NICHE- / o I II II I RECESSED ELECTRONICS it III Et CI Al ID GRID SYSTEM FLAT BLACK z BENJAMIN MOORE AURA o v I I II I--L_ ENCLOSURE BY G.C.- 314"PLYWOOD BACK PANEL IX .'L_ � - LATEX PAINT,JET BLACK I REFER TO AN EQUIPMENT I 2,-` - r f STUD WALL FRAMING w / L - - I 16 15 I UNDER GYP.BD.FINISH la 4 N ��� � � #2120 10,FLAT L _ J _ J I SCHEDULE � O. .N ,„N. I A5.2.1 A5.2.1 I • a ```- m I r 1 WO 600 NICHE HEAD, �/� =t �« _ a ty I-/ JAMBS&SILL `/ :` 4 t4A :�e�s�4Alt.4 4�` +10'10' S o ¢ o J PT 91 0 a REFER TO AV STANDARDS 16 51M, 1 I 0 0 l' : �, w , DRAWINGS FOR ADDITION MP AN SCREEN MOUNTING � Z r ,%. ,:<+:= o_ INFORMATION. Cr BRACKET BY AN VENDOR � e��CONCEALED PANEL CLIP � M �, ��1� 1 1 I Wii } WOOD VENEER PANELS WITH `r' 9 I I mi a NATURAL WOOD EDGE BANDING K WB-1 ) A5 2 1 1 '---i < CONT.AROUND ALL PANEL EDGES Z Imo {{ ! II ,'�1��314"PLYWOOD SUBSTRATE-PAINT � � � I MI FLAT BLACK ELEVATION SECTION — c, ELEVATION SECTION lig 44LI STUD WALL FRAMINGI (1) AIV SOLUTION #1 : 55" MARKETING AN SOLUTION #3: 75" TELEPRESENCE I SIM.SEE PLAN&AV SOLUTION DRWGS. 12 PANEL WALL TOP 11 PANEL JOINT 10 TYPICAL DIGITAL DISPLAY WALLS A5.2°1 3"=11-0" A5.2.1 3"=1 1-0" A5.2.1 3/8" = 1 1-0,t ARCHITECT/ ENGINEER OF RECORD KEN McCRACKEN, ARCHITECT Architecture•Progrom Management•Permitting 6930 DESTINY DRIVE, #100 ROCKLIN, CA 95677 Contact:AR1ANE SANDERS 707.555.4320 ASANDERSCPMDGINC.COM f / ® These drawings and specifications are the confidential and proprietary property of JI'Morgan Chase and shall not be copied or reproduced without written A5.2.1 3/4"CONDUITS HOME-RUN TO ELECIDATA authorization. The contract documents were prepared for use on this specific ROOMS WITH TEMPORARY CAPS IN SLAB site in conjunction with its issue date and ore not suitable for use on a different (.ATM CORE UNIT 'L ATM CORE UNIT ' ATM CORE UNIT II II site or at a rater time. Use of these drawings for reference or example on --� 1 ATM CORE UNIT — BLOCK-OUT AREA another project requires the services of properly licensed architects and CONCEALED PANEL CLIP ii engineers. Reproduction at the contract documents for reuse on another "" °:?1' 1" ! ATM CORE UNIT ^`^�.' I - � � IIJUNCTION BOX ENCLOSURE AND project is not authorized. ,- - WOOD VENEER PANELS WITH I ATM rill ATM'SIDE CAR' I 1111 --Cr I MOUNTING CLIP BY ATM VENDOR j' I I ATM'SIDE CAR' ATM CORE UNIT I� I 1 IAN I a --P L.u: NATURAL WOOD EDGEBANDING El ELEC,DATA AND I �= - TB ei� o N INTERIOR PARTITION I r ELEC/DATA/SECURITY JUNCTION BOX BY - CONT.AROUND ALL PANEL EDGES SECURITY DEVICES lw - I `�=r , ti 114.-.: 7" 1 CONCEALED WITHIN o ATM'SIDE CAR' f oD iaa ;� G.C. SET TOP OF BOX AT 5"ABOVE SLAB %- / EQ'- 314'PLYWOOD SUBSTRATE-PAINT I L POWER TRANSITION I44 I /� I POWER,DATA AND SECURITY L- — — SEAL • FLAT BLACK BOX c] - CONDUITS CONCEALED _ b ' ' WITHIN WALL FRAMING 5" _ STUD WALL FRAMING 1 POWER TRANSITION En o I o POWER a ii/ CONCRETE FLOOR SLAB BLOCK-OUT A5 �` ED A�n� FRY REGLET#MWRB57400 OR EQ. 5" 4" BOX TRANSITION l'-0" 1" POWER _ POWER TRANSITION BOX I REQUIRED TO PRECEISELY POSITION C' (�1 ( /� BLACK ANODIZED EXTRUDED NI TERMINATE WALL BOX(PTB) � ,TRANSITION BOX I Z r � JUNCTION BDX FDR CONCRETE FILL LATER Cj KENNETH J. ALUMINUM REVEAL BASE r- BASE AT FACE OF r BEHIND ATM �� TERMINATE WALL BASE AT r l �v 0� I POWER 11� �1 0 ATM BOX f■,lel -v SCHEDUL FINISH FLOORING ! 1 r�� A5.2.1 FACE OF POWER TRANSITION �' ATM * n 1 M RACKS r' TRANSITION BOX I CONNECTIONS r_ --r i J r, _ WALL FRONT BACK Q s License#5599 _,- LEFT SIDE RIGHT SIDE i_ ATM AM S, WA o 41 M lit OF0'`� ATM v3"004/20/20 ATM v3,0 ATM v3.0 2 KJM/2584 PANEL WALL BASE DETAIL 8 ATM IMAGE 7 ELEVATIONS FREESTANDING PLAN9 �'A5"2"1 N.T.S. A5.2.1 318" = 1 r-0" ( 63 3/8" = 1'-0r A5.2.1 3"=11-0" ISSUE DATE DESCRIPTION LINE OF WALL BEHIND ATM "V— BACK FACE OF ATM / / 5/8"EPDM CELLULAR RUBBER 6/8/20 Planningcomments WEATHER STRIP OR EQ. ELEC.JUNCTION BOX FLEXIBLE FILLER ADHERED 2 DATA)SECURITY TO(3)EDGES OF POWER 5zz- JUNCTION BOX �! in` INT.PARTITION TRANSITION BOX Proto Updates r �- POWER TRANSITIONI/ / I BOX{PTB)-REFER TO 4/30/20Issued for Bid I— — INTERIOR PARTITION I I BANK EQUIPMENT 2 1121 6" /- OPTIONAL ACCENT PANEL& AI © 4/20/20 Submittal Set POWER -BY BANK SCHEDULE EQUIP.VENDOR A5.2.1 A5.2.1 4/10/20 80% Review Set 8' a4\_ POWER TRANSITION BOXii. eATM UNIT eATM UNIT �, 6? BOLTATMTOFLDOR • eATMUNITBEYOND 112" 5" 112" 112" 5" 2112". PROJECT INFORMATION BLOCK D D. I I POWER TRANSISTION BOX 3/4" - / 6"x6"MEL.ENCLOSURE- / / / 6°x6"MTL.ENCLOSURE- ATM CORE UNIT M STRUCTURE PER (� ■ E BLACK THERMALLY-FUSED 1 • 6'x6"MTL.ENCLOSURE-BY - BY BANK EQUIP.VENDOR BY BANK EQUIP.VENDOR JOB # JPM19015.0 = f�;]! MANUFACTURER'S \ \' SECURITY KEYPAD 1� ATM'SIDE CAR' I = �- II II= DIRECTION MELAMINE ENCLOSURE w/ 4' +r BANK EQUIP.VENDOR DATE 2/25/2020 ,_ NEAR PERIMETER I 1rip fa r�� - t., o x STUB UP(3)314' f STUB UP(3)3/4"CONDUIT u•\.� u REMOVABLE TOP.REFER TO I CONDUIT �, o ALARM KEYPAD I 1' f-,i1 Lk :=i a BANK EQUIP.SCHEDULE ` ei)11 ARMORED DATA CABLES c FOR SEPARATE ELEC, -_ FOR SEPARATE ELEG, DRAWN BY: PM I REQUIRED EQUIPMENT �f,__ ,, DATA&SECURITY FEEDS �r== DATA&SECURITY FEEDS of CLEARANCE AREA 61, 1 1 314"DIA OPENING IN eATM Ili( I (�[; Jill.�t �I -"--- � CHECKED BY: AS FOR ELEC.&DATA FEEDS r, I I 1 314"DIA.OPENING IN L., I i 314°DIA.OPENING IN 7/8,9 7/81., ,f II O III eATM FOR ELEC.&DATA II II eATM FOR ELEC.&DATA (PATM CORE UNIT 1'-7 518" 1'-1" 1'-7 3/4" 11" 1'-7 5/8" ^I "1 ° 0 2-GANG J-BOX SUPPORTED ON 1 -f.----,-------)41 Lt_-_-_-_- 1i MODEL / -. I / cb / y_ if ��'3 318" 1 en RIGID CONDUIT �J�OPTIONAL ACCENT PANEL N 6314" I ' BY BANK EQUIPVENDOR DRAWING STANDARDS v20.2 6" / -,ten - ■ ■ RIGID CONDUIT CONNECTIONS '� T - - - ATM ELEC.1 DATA! • .� I TO GANG BOX 5"x5"ELEC.STUB UP AREA 6' / 2" 5"x5"ELEC.STUB UP AREA CAMERA{S}AT 9'-0'AFF J J SECURITY a .I a / I I a eATM INCLUDES RACEWAY eATM INCLUDES RACEWAY SHEET TITLE CAPTURING ATM VAULTS& 5'ff CONNECTIONS-VERIFY a STUB UP[3}314"CONDUIT r CUSTOMERS I LOCATION IN FIELD - a a I 1 e I•I FOR SEPARATE ELEC,DATA / ABOVE EQUIP, FOR WIRING ABOVE EQUIP. FOR WIRING PREFERRED a o '---- z a - fff AT EACH SIDE AS REQD. - AT EACH SIDE AS REQD. I 1 I 14 n &SECURITY FEEDS • ATM CORE UNIT ATM CORE UNIT 1 I --J WITHOUT ACCENT PANEL WITH ACCENT PANEL INTERIOR t FINISH FLOORINGD ETA I LS i 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. SECURITY ROUGH-INS (HORIZ.) I---- A5.2.1 3/8 — 1 -0 rr _ rrr } 1 A5.2.1 318 - 1 -0 A5.2.1 1 112" = 1'=0" A5.2.1 1 112" = 1'=0" A5.2.1 1 1/2" = 1'-0" Q A5 • 2 • 1 i WALL STUDS r 2 518" SCREWS AS READ.-ALL 4 SIDES SOLID BLOCKING ALL FOUR Cl;:\ i Milliiiiik , _yS 1 EACH SIDE 7 . /����� t�}CniaanvV MY/ALL Hivv rnvr�n ry WALL S!r BUILDINGS 1'////ii REMAIN.PATCH AND REPAIR AS+lerATM KEY BOX PROVIDED BY (FRAONLY) NEEDED TO MATCH (E) ADJACENT. /7- OWNER AND INSTALLED BY X A G.C. 1 LLI / ./ M / 77/ • * VERIFY ALL EQUIPMENT WALL 00. 77 / % j////� CONT.SEALANT w 1 Lil OPENING REQUIREMENTS WITH T.O.• ATM BSURROUND I ,.. OWNER'S SELECTED VENDOR'S j ; j//� , v re/ 114" A al_ \ 0CD \ 0 PRODUCT DATA / q p • / j 2x FURRED WALL,SEE FINISH % . - 1�� I %` SCHEDULE FOR MORE INFO , REFER TO ELECTRICAL DRAWINGS \ /, r g r �lk �rAND INTERIOR ELEVATIONS FOR / /, ,�/ ` •� /� �/ 1,OLTS r+�ri 1 ELECTRICAL,DATA AND SECURITY '7 �r/, y SOLID BLOCKI RIDGING :1: DEVICE REQUIREMENTS /4 /•"' J-BOX FOR ATM SURROUND �m�'���' TWO STUDS AND SH TO EDGE Of KEY BOX FLANGE • SEEELECTICAL. r�' $ACK SIDE OF STUD VITY - - (E)2x FURRED WALL,SEE FINISH / --i, / -� SCHEDULE FOR MORE INFO / r (E}EXISTING WALL AND FINISH TO ,. / j I OPENING IN WALL FINISH ���� ///, BELOW FLANGE • L. //� REMAIN.PATCH AND REPAIR AS ■ l�,l�� • LL_ %/ NEEDED TO MATCH ]E) ADJACENT. E � % SO E5 OFLID R CESS KING ALL FOUR O Lu 0. JUNCTION BOXES,RIGID CONDUITS AND COVER T 1 / 0 / �� : in_ PLATES FOR POWER AND ALARM-ALARM / N FOR / I CONDUIT AND BOX TO REMAIN OPEN FOR - i •/ / j/� 5-CASSETTE ATM DUNITT OR ATM •/ LG ///� - WIRING BY OWNER'S ALARM CONTRACTOR- NOT REQUIRING ATM KEY BOX ATM KEY BOX -PAINT TO MATCH WALL AND SAFE COLORS �/ ; E: ACCESSIBILITY COMPLIANCE \ SECTION : ELEVATION fI WC WB SIM. (N)FRP AROUND OPENING I I I T.O.UNIVERSAL R.O. I [ �/ �/ Wl SEALER AND BACKER - _ _ _ _ 1 I L —_ - 3/4" = 3/4" i POWER AND ALARM JUNCTION _ _L - - _L - ;�// I I I _ L - - _ L = _ r^ T T •, B.O.LINTEL c I - T '- - T - BOXES SURFACE-MOUNTEDA.H.D.EENCLOSUROE I 1 >�. j +5'-3' ii;F I I . -/ - - - - L = -- N LLI 7 GO CE II Im CD ntC2 H I- OtO I1 1_ I I�_ I ///I $0- a I I I I I PROVIDE METAL FLASHING i oFim _ _ _ `�l • T.O.ROUGH OPNG. u_ L J_ - - L — J O!SELF ADHESIVE I b`� +4'-7 718'(DIEBOLD) ¢ r T - - T01111) )11m I I I I I [4'$112'(HAMILTON)] I I I r MEMBRANE AT OPENING. -I I •-'# I I `PROVIDE t IETAL FLASHING 0/ a I I I Ir- = m 6"NOMINAL SOFFIT FACE FRAMING I I W SELF ADH SIVE MEMBRANE AT F ,� �� SUSPENDED FROM STRUCTURE ABOVE M I I L J OPENING. i I I I I L —_ J Lam\ \ I I 0 4 -i X N I I I *"'11 CUSTOMS OPERATION HANDLE o I I I I I- -1 5" 1 518' FLEXIBLE ELEC.CONDUIT TO ACRYLIC PANELS AT BR \ ! (HIGHEST PERABLE PART) I L J— _ 1. J L - J I FRAMING P K T I. HEAD BOX CONCEALED MAINTAIN FULL JUNCTION ACCESS X ABOVE INSTALLATIONS I_ _I O 0 4 O N II L - - I T I- o T — , �F TO THE WHIP FROM ADJACENT ACT I I _ J a O 7 z I I I L = J CEILING OR PROVIDE ACCESS PANEL MILLWORK'STACKER' �I . I . (� I Iit o L: ¢ I I I IN GYP.BD.CEILING BEHIND HEAD CI OM Ii. I L - J x o Z L — J BOX FOR PROGRAMMING AND¢ m o r I SERVICING SCRIM-FINAL PIN PAD 1 CARD SWIPE '" U N ¢ rzI- - -1e o .J CONNECTIONS BY SCRIM VENDOR Z¢ c� a - HOOK-AND-LOOP I I ce BR FIBERGLASS PANEL O IX LJ. _ _ �s — J ri - 7 aL J_ _ — J_ J — J - c� 1 5I8'NOMINAL SOFFIT FURRING AT BR INSTALLATIONS O>7/,. --------1------- — — FASTENER BY OWNERS r T 1 y w r T T , ~_ EQUIPMENT VENDOR I �I 1'PLASTIC GROMMET- i W • [ I I I ! J I_ w I I I I L J PROVIDE METAL FLASHING �a _' SOFFIT BOTTOM FRAMING AS REQp. ❑ I I I- `� PROVIDE I IETAL FLASHING O/SELF o' o I I I I 0I SELF ADHESIVE LL r MATCH MILLWORK v w MEMBRANE AT OPENING. _ EXTRUDED ALUMINUM SCRIM COLOR-DOUG MOCKET ADHESIVE MEMBRANE AT OPENING. _ I I I I L J I ENCLOSURE WITH BOTTOM CLOSURE- I; #OG OR EQUAL • I I I L J �''[ I I 1 1 ` I co J - - _ 1 r PAINT BOTTOM FACE TO MATCH ! I I LINEAR BRUSH GROMMET L Z. J L Ili a I L J_ - - J_ J L - ALIGN ADJACENT SOFFIT FINISH11140 11114C `� T 1 I r T - - T r - �, EXTRUDED ALUM.'L'TRIM MOWING _ - / 111111 lig 4,) el ZCI �y� II / ' I , B.O.ROUGH OPNG. / CIO 10.1 Ai. �� -- - +2'�314'(DIEBOLD] L -- - -� � -- ' r +t [+2'-5"(HAMILTON)] 7 I �1�� r w 118"SEALANT GAP WITH BACKER ROD [ r O I r Z qa I- 0 I b I _ % ,l f „{, = • AND LATEX SEALANT 1 ¢ TELLER LINE COUNTER ..._ vi 0 4HEMBARBYSHADEMFR5ET • k 1 Lii -I 4 1 r ¢ AND FABRIC CONCEALED [0"PREFERRED) / / w / % r a' w PIN PAD CABLE TO TELLER PC "' TERMINATE WALL BASE AT SIDE / LJ r-, CIO w w TRACKS TELLER LINE METAL PANEL 4 . IN" C % CI) [11:1 W o STRUCTURE WITH APPLIED VENEER "' m •.� FINISH PANEL C1011) ZI CAPI o °r % %j/ % VA a TELLER SIDE LOBBY SIDE UP �"""' e" m `� j rB.O.UNIVERSAL R.O. i i , / 12 SCRIM HEAD 11 PIN PAD / CARD SWIPE MOUNTING 0 r CONT.NEOPRENE GASKET X X / X X 10. AF-OUND OPENING A5.2.2 3r, _ 1 r-0" A5.2.2 33„ - 1 r-0" / / ARCHITECT/ ENGINEER OF RECORD i l WC Wf3 SIM. ATM MANUFACTURER'S .._ CONT.SEALANT KEN McCRACKEN, • ; ,.n. ADJUSTABLE PEDESTAL �I H / / T.O.FOUNDATION .0.-2. !!1-Llii)- Li] ARCHITECT SOFFIT FRAMING POCKET ABOVE i • j/� T.O.INTERIOR SLABZo II., j/� — AND CONC.WALK H.P. - �� y 4_ -- - _ _ _ AND CONC.WALK H.P. �� 6930 DESTINY DRIVE, #100 I. CONT.BLOCKING-Zx WD.OR 18 GA. /././. U o" / / / " I METAL MIN. ROCKLIN, CA 95677 / / / _ _ p / / / _ D Contact:ARIANESANDERS - I SCRIM FABRIC AND JAMB TRACK BY 707.655.4320 /Z-.E q Q MOTORIZED SCRIM MFR. ASANDERS@PMDGINC.COM / .7/ �� r CONT.BLOCKING T l- IP EXTRUDED ALUM.'L'TRIM MOLDING I 118"SEALANT GAP WITH BACKER ROD //// ;=. 1 -ill AND LATEX SEALANT 318" 1314' 15/8" DO NOT PAINT JAMB TRACKS TELLER SIDE LOBBY SIDE These drawings and specifications are the confidential and proprietary property I of if'Morgan Chase and shaH not be copied or reproduced without written •SOFFIT FRAMING POCKET ABOVE authorization. The contract documents were prepared tar use on this specific _ site in conjunction with its Issue date and are not suitable for use on a different SECTION AT AHD 9 SECTION AT NEW site or at a hater time U�of those drawings for reference or example an 1 0 d i . CONT.BLOCKING-2x WD.OR 18 GA. anomer 1 1/2" = 1 r-Orr I 1 1/2" = 1 r-nn project requires theservicesr put property tts for architects and A5.2.2A5.2� V I �f a METAL MIN. engineers. Reproduction of the contract documents for reuse on another ir SCRIM FABRIC AND JAMB TRACK BY I MOTORIZED SCRIM MFR. �•, -fir CONT.BLOCKING Ilk 4 I SEAL ¢ , EXTRUDED ALUM•'L'TRIM MOLDING W 4., 1/8'SEALANT GAP WITH BACKER ROD �( D A/?CA/ AND LATEX SEALANT \r 1 � 318' , 1 314" 1 518" DO NOT PAINT JAMB TRACKS Cj KENNETH J. C TELLER SIDE LOBBY SIDE MC RACKS 6 SCRIM JAMB ' AM S,WA A5.2.2 3v (� License#5599 OF /A 3) `A52.2 04/20/20 al LC-2 IN "La I! �A52! �A5.2.2- rik - MILLWORK K1M/2584 _ I_) n " r • .Y) AST i�.$) ® MST i--j E l SOFFITEXTENDSATLINEAR i 'II = I I i I RECESSED LIGHT FIXTURE PROTOTYPESr� II i \ iii i 1" I L_J ISSUE DATE DESCRIPTION TELLER BRG INTERCOM I \�RECESSED LIGHT FIXTURE I ,1ILI_JI ,� or'--- -`.j'J SPEAKER L _+,_ r L J .TELLER STATION (-A-51.3212'' 13 �`%, 13 ROUTE CABLE SOFFIT EXTENDS AT LINEAR A5.2.2 ' A5.2.2 ACROSS COUNTER 1-0" PROTOTYPES � • • _ AND AROUND ,,....: N N - STACKER TO BRUSH N �; GROMMET 2 - Yf- -1 7 mow_ ' a k MERCHANT SERVICES ^~ _ +�,� 6/8/20 Planningcomments e=- r PIN PAD I CARD SWIPE AT PIN PAD I CARD SWIPE TELLER STATION 1I-' _ BULLET-RESISTANT GLAZING + �STADKER SIDE OF AT PREFERRED RIGHT - :7"- WHERE REQUIRED SUPPORTEDI 1 ] 1 1 n 6/2/20 Proto 20.2 Updates SECURITY• • CAMERA BY 1'-0" 7" BULLEF-RESISTANT GLAZING r _ ADA-COMPLIANT COUNTER SIDE OF CUSTOMER AT WALLS _ - r` 4 CABLE CONbUIT OWNER'S SECURITY VENDOR WHERE REQUIRED SUPPORTED -_v a ' r STACKER GROMMET _ _ Issuedfor Bid REFER TO SECTION 1" AT WALLS �-- --� -, srARP • _ �} 1" _--_g---T:"'� 4/20/20 Submittal Set ill =, r r-- ® • r n ,DEAL TRAY A7 B.R.G. 4/10/20 80% Review Set • "• ao r c� 1 TELLER BRG INTERCOM U int 6" ih1 11 u _ INSTALLATIONS 1 0 I COIN DISPENSER MICROPHONE I I PROJECT INFORMATION BLOCK r I II r I SECURITY CAMERA BY -\ ` I 1i I �.; r -- mL FF• t.:, i_ OWNERS SECURITY VENDOR /r 1 C r--_ `"', f / `�: JOB # JPM19015.0 L.. Y Q rJ '} o I j a I `--_ 2"DIAM.PVCCONDUITBY Ir1E-�I I alk DATE: 2/25/2020 I I I I I STEELCASE MANUAL 2 EDGE OF TELLER COUNTER DEAL TRAY AT B.R.G. iv }� 2'-1`MAX 1. 1'-0 318 -�r 1 G.C.FOR COIN DISPENSER ii l l I I Co TRANSACTION MILLWORK L'"" -> �� _ CASH c:, INSTALLATIONS OBSTRUCT,ED-kll�IL. - CABLE TO CASH RECYCLEF I I ;��` 5.2 MILLWORK STACKER L4111._ I A DRAWN BY: PM °aOR OTHER OVERHEAD - I l tr � ����• RECYCLER i� 6RWARD REAM 1 I SECURE WITH PERIMETER L_ + / __ _ CHECKED BY: AS NIP . �` OBSTRUCTION STEELCASE MANUAL ' I II S ALANT BEAD TO GYP.BD BULLET-RESISTANT PANEL r) BULLET-RESISTANT -4___4_;) ® ST r i E * ,• op M TRANSACTION MILLWORK-;-__ // - ,--- w- - 1 ,`y EACH ENDcr 5112"J,3'j101/2 WHERE REQUIRED IIS , BARRIER T11 l I I I • w z i ....... I 7 i III I \ III I I 1 , 1'-9 3"4" . 1 5 8.718" iti 1 5!8 9 314" SECURITY MOTION SENSOR- l} r ,#_• • • • • , • - 1 d / , - _ r IOP TING IN MILLWORK m ` 11 r 11 „,0,1/4``` � C III I I '. """.�"'” I L--I MODEL F=, I I /, NL BY FURNITURE MFR. GROMMET wl DOUG MOCKET �_J I /�. AST `� Y----' `� ,-$.,.. `CEILING-OR WALL-MOUNT BULLET-RESISTANT PANEL s rt i y 'BRKIT 1'WIRE MGMT.KIT 1 I t �:. C�� C.TELLER STATIOlr �' +c m / WHERE REQUIRED - -Gt---�2'Tt(VERIFY WI MILLWORK OPENING !I z `-4 I O 2'-0" 2'-1" % L •^ T�� I� r ;--y'; DRAWING STANDARDS v20.2 N LL Z — CAMERA AT 9'-0"AFF MAX / 1 "• ' CAPTURING FRONT OF CR �-�_ _ J - - - (] �i �a - y(' Iy w _ j ��BULLETRESISTANTPANEL r- ----� L J r------7 ��. r��mr��.� 1� - / I d P ( ill LIN = I- - -1 / N Q WHERE REQUIRED I-1 {---L t^ria., ,,,,,.< Ni Y1 / ���� 1 11 II I 111 I 'q a+s ..".1..__.___.__ __ C i'''_I C `i- ---I-� SHEET TITLE 4e11' NEAREST PERMITTED //�\�� i°�/_,.,-...... � I y� '% i L Ido_ _ W l Q `"' m C - C L__ ......r_ OBSRUCTION c . ,}� f �� -- to /- I 1- ih I �, L- >'4 ilSi 'G X5 1 j\ \ I /_ I I I I }� x .. ELEC 1 DATA 1 SECURITI� I�TEM y� y jI I / f ELEC 1 DATA 1 SECURITY SYSTEM :%� y y i , r / I I I I h l j l o / - JUNCTION BOXES WITH FLEXIBLE I INTERIOR JUNCTION BOXES WITH frEEXIBLE I�4r _,__-1111111 �� I / I I I I 1 �,J r I 11 I I / CONDUIT WHIPS TO JUN ION `- 5, /. III 1 I� I I I o .72'.....______----- . 4• CONDUIT WHIPS TO JUNCTION PLAN GRAPHICS REPRESENT A COMPOSITE � 4 A�� � rr , ..y _ / 1 I 1 1 LL I 1 1 1 Q I al /' �` BOXES MOUNTED AS REQUIRED 2" __ OF THE FOOTPRINT AND CLEARANCE AREAS BOXES MOUNTED AS Rf�yG]{J#R�4 y f /: y 1_ r / '> _ _ �- _� ory u I _ _ _ /. TO BACKSIDE OF TELLER LINEr- /Of THE TWO AVAILABLE PRODUCTS REFER TO BACKSIDE DF TELLERL1 / / / �/ 2 2, -- r 1• I I i? i i I i L / • �`Y ', -J /� / . \ �`�`,. I l n MILLWORK PANEL r_,� DETAILS I TO THE BANK EQUIPMENT SCHEDULE AND MILLWORK PANEL \\� / , , \ r� / Hf t =Vi I Ii I 2 101!4 611 - I'=-i r>- t r -- PAD 1 CARD SWIPE AT PIN PAD!CARD SWIPE ; ' MANUFACTURERS INSTALLATION MANUALS N L-1__:1,,._%-" ,7 11 1 II : =_ � Ir ACKER SIDE OF AST-AT AT PREFERRED RIGHT i • FOR MODEL-SPECIFIC CLEARANCE =� �' - - - - - JIJ�" - - - - _ - . - • - - - - - _ — — — — — I I __ h P�;'OJECTS WITHOUT BR SIDE OF CUSTOMER G=�,-tSTettKE$gROMIVE'9 RRIER,ROUTE PIN PAD (STACKER GROMMET SHEET NUMBER REQUIREMENTS )..,-,•:___-------_,. k, ABLS ACROUSS COUNTER TO CASH RECYCLER- CASH RECYCLER- `---FI---- - TELLS IDE STRIP GROMMET 5 SAMPLE RENDERINGS 4 CLEARANCES AND CONNECTIONS 3 SECTION AT AST 2 SECTION AT MST 1 PIN PAD / 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'-Orr A5.2.2 1/2" = 1 r-O" A5 • 2 • 2 , / \ J .� _ / \ / / \ \ \ \ CUSTOM CABINET NOTES 4 ..: , ,/ / N \ I SUBMIT SHOP DRAWINGS AND MATERIALS TO ARCHITECT OF RECORD FOR REVIEW AND ( / / N. \ APPROVAL PRIOR TO FABRICATIONNI ' " � / \ ` I �'� I .:` / / \ \ I REFER TO INTERIOR FINISH MATERIALS SCHEDULE FOR LAMINATE SPECIFICATIONS Nil, O"O / / \ \ - — — I' — L` — / / \ \ MIL-1 CABINET TOP!BOTTOM 1 SIDE PANEL:3/4"PLASTIC LAMINATE MDF ALL EXPOSED 1 -4 / / \ \ SURFACES-INTERIOR SURFACES WHITE MELAMINE L-O ' CEIILIN6 FINISH / / \ \ I MIL-2 CABINET DOOR: 3/4"PLASTIC LAMINATE MDF ALL 6 FACES 4 / • / LATERAL BRACING OF \\CEILING GRID,GYP.BD. / SOFFIT FRAMING AS REQD. MIL-3 ADJUSTABLE SHELF:3/4" PLASTIC LAMINATE MDF ALL 6 FACES PROVIDE FOUR SCHEDULED SUSPENDED \ CEILING SYSTEM \ / BULKHEAD,AND \ / 5MM NICKEL-PLATED SPOON-SHAPED PINS EACH SHELF-DRILL 5MM HOLES IN \ DEMOUNTABLE PARTITION AS LATERAL BRACING OF / CABINET SIDE PANELS AS NOTED BOXED HEADER,SEE \/ REQUIRED CEILING GRID,GYP.BD. / --- .. ..,k_ MIL-4 CABINET BACK: 1/4"PLASTIC LAMINATE MDF EXPOSED FACE STRUCTURAL DWGS. —� BULKHEAD,AND 518'GYP.BD. SCHEDULED SUSPENDED DEMOUNTABLE PARTITION AS MIL-5 SURFACE-MOUNT ELECTRICAL/DATA RACEWAY Ull CEILING SYSTEM REQUIRED BOXED HEADER,SEE ` / N .." STRUCTURAL DWGS. MIL-6 WIRE PULL -SCHEDULEDSUSPEND // D / \ \a•- / /- '° CEILING SYSTEM /�/ / EQ. �' EQ. MIL-7 LIGHT VALENCE: 3/4"PLASTIC LAMINATE MDF EXPOSED FACES / / N MIL-8 CONTINUOUS WOOD CLEAT:SIZE AS REQUIRED-PAINT TO MATCH ADJACENT 9 WOOD BLOCKING AS REQUIRED i �� ' �` H - WALL SURFACE { CEILING FINISH —� � - -1 I- — — - `�T / X10'-0"TO 15'-0'MAX. / MIL- +10-0 I SCHEDULED SUSPENDED CEILING l WISH EQ EQ MIL-10 COUNTER TOP:REFER TO INTERIOR FINISH MATERIALS SCHEDULE DEMOUNTABLE PARTITION I CEILING SYSTEM I +10'-0" 6" C WALL,DISPLAY 6" SYSTEM OVERLAPPING , l r MIL-11 COUNTER SPLASH: MATCH COUNTER TOP MATERIAL r TRACK FASTENED TO I SII--IIS . ci DEMOUNTABLE PARTITION MI I ef FURNITURE M114 MIL-12 COUNTER APRON:MATCH COUNTER TOP MATERIAL CEILING FRAMING PER MFR. 1�� j SYSTEM,STOREFRONT z_ DIRECTION " � MULLION,AND BULKHEAD `�1- ILI r + CLEAR WALL AREA FOR MIL-13 DRAWER BACK/SIDE/SUB-FRONT: 112"WHITE MELAMINE MDF I O DEMOUNTABLE I I �T311) ARTWORK 'i PARTITION SYSTEM I1 �1 I I I MIL-14 DRAWER BOTTOM: 1/4"WHITE MELAMINE MDF 2 DEMOUNTABLE PARTITION I 1 1/4'OPEN CONDUIT TO FACE OF ADJACENT ((1� !ItL-1 SYSTEM OVERLAPPING I I I DIGITAL DISPLAY IN-WALL BOX MIL-15 DRAWER SLIDE:FULL-EXTENSION BALL-BEARING GYP.BD.PARTITION � - hil TRACK FASTENED TO I I w -� CEILING FRAMING PER MFR. li I 18"x18"x3/4"PLYWOOD I I BACKING DRYWALL MIL-16 COUNTER EDGE SUPPORT:CONT.STEEL ANGLE BOLTED TO SOLID WOOD I� 1 DIRECTION I I I BLOCKING CONCEALED WITHIN WALLS-RE-PRIME FOLLOWING INSTALLATION I ti RECESSED DUPLEX OUTLET MIL-17 SCHEDULED LIGHT FIXTURE I II IFACE OF ADJACENT GYP.BD. r 17 I WALL MOUNTED BRACKET 1 PARTITION I I I MIL-18 TOE-KICK: 1/2"MINIMUM PLASTIC LAMINATE MDF-COLOR AND PATTERN TO MATCH Z w r f 1 GANG BACK BOX CABINET PANELS - I DEMOUNTABLE PARTITION a as I 1 MIL-19 ELECTRICAL I DATA ROUGH-IN AND COVER PLATE r —� 7 AND SUBFLOOR BLOCKINGpa..411-1o o r� \ + �- I DIGITAL DISPLAY, M V I w I MOUNTED ON WALL f I o I I I MIL-20 SINK APRON:3/4'PLASTIC LAMINATE MDF I 1 I I ® DEMOUNTABLE PARTITION � L — I_ — — — — J _ MIL-21 COUNTER EQUIPMENT SUPPORT: 1 112"x 1 112"x 1/4'STEEL ANGLE BOLTED TO AND SUBFLOOR BLOCKINGLLI SUBFLOOR BLOCKING!SHIMS SUBFLOOR BLOCKING/SHIMS rC�Frl]i i IJ �; CABINET BACK, SIDES AND APRON PRIME AND PAINT TO MATCH CABINET CSII A5 READ. /I AS READ. c =, 7� ] o COLOR M I / 7 JOHNSONITE LS O E SUBFLOOR -JOHNSONITE LS-40-E SUBFLOOR = r{ 'l a MIL-22 GROMMET: MOCKET#BRKIT 12"BLACK LINEAR BRUSH GROMMET w LEVELING SYSTEM OR LEVELING SYSTEM OR 0, I 4 LIQUID-APPLIED SUBFLOOR ==_ LIQUID-APPLIED SUBFLOOR r - 0 I MIL-23 GROMMET: MOCKET#BG 1 1/2"ROUND BLACK PLASTIC GROMMET _)/1', /- FEATHERING AS REQUIRED r FEATHERING AS REQUIRED `' R 2; COUNTER SUPPORT: " j11i11'1*r' lA MIL 24 THICK PLASTIC MDF PANEL MATCHING COUNTER DEPTH-QUANTITY AND POSITIONSINATE AS REQUIRED TO ENSURE MAX. ct. a• ILI M COUNTER DEFLECTION OF L1768(1/8"OVER 8') M 1 118" `- 1 1/8" • I \ MIL-25 CABINET TOP 1 BOTTOM 1 SIDE!DOOR PANEL.314"PLASTIC LAMINATE MDF ALL a 4 -I = N .I' 2 4" 1-0" •L 2 4" �, 1-0' I. >10'-0" TO 15-0" MAX. SURFACES EXPOSED TO VIEW,INCLUDING INTERIOR-REFER TO INTERIOR FINISH N • O 0 Q SCHEDULE FOR LAMINATE SPECIFICATION TYP. OFFICE / LOBBY DOOR AT TYP. OFFICE / OFFICE INTERIOR ELEVATIONS - MIL-26 SOLID SURFACE COUNTER:2"BUILT-UP FRONT EDGES, OPENINGS,AND VERTICAL N u_ 0% PANELS,ALL CONTACT EDGES EASED-REFER TO INTERIOR FINISH SCHEDULE CO Ci 13 DEMOUNTABLE PARTITION 12 DEMOUNTABLE PARTITION 11 DIGITAL & ART ABOVE CREDENZA FOR MATERIAL SPECIFICATION CL V Ce M MIL-27 REFUSE CAN TRAY,36-QT PLASTIC CAN,AND DRAWER GLIDES ATTACHED TO C / Z 0 a O 3" = 1 r-0" A53/8" = 11-0" CABINET BOTTOM AND DRAWER PANELS A5.3.1 .3.1 3" = 1-0" A5.3.1 Ci.MIL 28 OPEN COUNTER SUPPORT BRACKET:CENTERLINE BRACKETS#CSA 004 20, it W rt . COLOR WHITE-24"MAX.O.0--CUT MINIMAL OPENING IN WALL FINISH AS REQD, LAG-SCREW TO WALL STUDS OR BLOCKING-PATCH WALL FINISH OPENING a. W 4 N Q �-- y I 1MIL MIL-29 ELECTRICAL/DATA OUTLETS:COORD. WITH ELECTRICIAN TO PROVIDE MUD RING I / -9 I-4" N OF SUFFICIENT DEPTH TO REACH CABINET BACK-INSTALL OVER PLATES OVER V I / i,_ , = CABINET BACK Z Q CO I / *0 \ , \- MIL-30 CONTINUOUS COUNTER UNDERLAYMENT: 314"PLYWOOD-PROVIDE WHITE 0 M -� PLASTIC LAMINATE FACE AT UNDERSIDE OF OPEN COUNTER SECTIONS Z r"' ca MIL-1 MN - MIL-31 STOP: 1/2"x 3/4"EASED-EDGE PAINT GRADE-WOOD W -I 4 1 _ MIL-32 CABINET PULL:AMEROCK#BP55364G10'RIVA'IN SATIN NICKEL,3"CTC (1) 1'-0 3/4' Z I ADJUST CABINET HEIGHT/POSITION i 1 3 1!4' 'r• MIL-33 HARDWOOD FIN: 1"x 3112"AND 2"x 9 1/4"SOLID AND VENEER NATURAL RED OAK I MIL-9 AS READ.TO MAINTAIN REQUIRED \ POL.CHROME / FOR STAIN AND CLEAR FINISH-REFER TO FINISH MATERIALS SCHEDULE-MITER a IIIIII CLEARANCES TO FINISH CEILING HANG ROD CORNERS OF ASSEMBLIES TO CONCEAL JOINTS Z I MIL i I AND FIXTURES PROVIDE ONLY LOWER MIL-34 PAINTED CABINET BACK: 1/2"MDF FOR PAINT FINISH-REFER TO FINISH MATERIAL en ADJUST CABINET HEIGHT!POSITION { — I MIL 25 SHELF AND ROD WITHOUT '4- .- SHEDULE FOR PAINT SPECIFICATIONS (I) `� MIL-9 AS READ.TO MAINTAIN REQUIRED I X ® DIVIDER WHERE SHELF MIL-35 FIN PLINTH:SOLID RED OAK FOR STAIN AND CLEAR FINISH PER MATERIALS FINISH CLEARANCES TO FINISH CEILING I� WIDTH IS<30" I MIL-8 AND FIXTURES W SCHEDULE-APPLY FACE BOARD WITH MINIMAL FINISH NAILS TO FACILITATE - I 1'-3 5/8" [MIL-25 4 j, 1'-2112" ,r 3I4' REPLACEMENT X ® I�' 1- "r '- MIL-36 SACRIFICIAL BASE: 1/2"x 4"SOLID RED OAK FOR STAIN AND CLEAR FINISH-APPLY I „ 1 ° 1'-2' I — WITH MINIMAL FINISH NAILS TO FACILITATE REPLACEMENT o ; I L . 1'-2" w 2" g 10' • 2' l MIL-37 REFUSE OPENING:4"DIAM.HOLE WITH 2"BUILT-UP EASED EDGE ARCHITECT/ ENGINEER OF RECORD I _ , 2" 10' -a-; 2' 11 -Pr -- • — — ---- � Z I co in MIL-38 FACE-FRAME CABINET SIDE PANEL:EXTENDED 3/4"PLASTIC LAMINATE MDF KEN McCRACKEN, ® �, o ® I CABINET SIDE PANEL AND FACE ALIGNED WITH HARDWOOD FIN ABOVE ARCHITECT a ° ® ° II w - I 1 \ MIL-39 FIXED DRAWER SHELF: PLASTIC LAMINATE I — - — — -- — — -- — --- t - - -'--- _— IT ¢ °—4- o w Architecture-Program Management-Permitting V 1'-3518 I' N� o u_a 6930 DESTINY DRIVE, #100 o `" 0�` CC" IMIL-28I a-71 a N ROCKLIN, CA 95677 a W x o Contact:ARIANE SANDERS O 0 ji w o o U in in pd ITLLw707.655.4320 0 vb 0 0 4 �n p ASANDERS@PMDGINC.COM w > O 0 7 ^,h. REFER TO INT.ELEV. o ® FOR SHELF QTY.- ES "-ADD ADJUSTABLE ° ° COORD.W/ =° MIL-6 1 SHELF FOR EACH MIL-6 ACCESSIBILITY o FULL 10"OF CABINETS° REQUIREMENTS _ HEIGHT(40" TALL= 3 SHELVES) RABBET JOINT 3 o These drawings and specifications are the confidential and proprietary property W RABBET JOINT v ® _ of h Morgan Chase and shall not nt copied or reproduced on this specific — M — authorization. The contract documents were prepared For use on this specific -- _ - - -- site in conjunction with its issue date and are not suitable far use on a different _ ,` - — site or at a toter lime. Use of these drawings for reference or example on ® I ".. another project requires the services of properly licensed architects and I A engineers. Reproduction of the contract documents for reuse on another project is not authorized. DS SEAL WALL CABINET W/ DOORS \ EOAR HT FIXTURE WALL CABINET W/ DOORS WIRE SHELF SECTION HANG ROD AND SHELF �`���" c)'/ 10 NOT USED 9 AND LIGCD s KENNETH J.A5.3.1 A5.3.1 1 112" = 1'-0" 1 1/2" = 1,-0" A5.3.1 1 1/2" = 11-0" A5.3.1 1 1/2" = 11-0" M RACKE • ' AM S, WA x License#5599 OF 04/20/20 EI MIL 191- MIL-19 71 ___-I MIL-191MIL 19 NW I Oil \ . ICI \ ICI : \- ICI \ KJM/2584 LOA_ L`1- 1 ` 1- u r r 2-1"U.O.N.-REFER TO PLAN SINK AND FAUCET-REFER TO I ED ED/, 2'-1"U.O.N.-REFER TO PLAN / 2'-1"U.O.N.-REFER TO PLAN ED ® PLUMBING FIXTURE SCHEDULE ISSUE DATE DESCRIPTION MIL-11 IMIGf1 MIL-9 I ® MIL-1D T MIL-9 MIL 10 MIL-9 MIL10 ".. CU / MIL-1D 1 ' 3" N `v I MIL-8 MIL-8 A - - ® MIL-10 Q —. O. \ \ -vi— at.Ism IX ' 1 � `` 2-1" FIXED PANEL I' y 1" 114-�' 314" I _ 2'-0"U.O.N. REFER TO PLAN ,1 oz I X I O 0 .1) 1'-7" 1 1 I MIL-6 I--�t ` t n _ r ca w w � i �"'1 1 -MIL23 ARCM DESK ONLY ® "f I - L J MIL-1fi Z. - i r _ Id LU 2" 1' `" Li-o"U.O.N. REFER T(S'SL9DY 1" �' L1 6/8/20 Planning comments I MIL-8 v % 8"MIN CLEAT o - 2'-0"U.Q.N.-REFER TO 1AN 1 I MIS9 MIL-12 1 MIL-9 w "' MIL-14p ,A 6/2/20 Proto 20.2 Updates z N ® MIL$ w _,, 8=i,.. 29 „.--1 MIL-24 °' n° ° \ o o REFER TO WT.ELEV.FOR o 1- co MIL-20 4/30/20 Issued for Bid o co SHELF QTY.-COORD.W/ w g o rn ° o o a O o ACCESSIBILITY REQUIREMENTS ° w ¢ ce o 4/20/20 Submittal Set a 1- rn t-__.- zi o- . ,' u H o ~ o W M w ° c�F o Z w 1 w o 4/10/20 80%p Review Set ® - , i& ¢ p w ® , O p u N _o• -- „_7._—_,:,--_,- rd, • o Z I2 ,--- - __- - _ - - - - w 5 o w �' PROJECT INFORMATION BLOCK b EF-E N z o LI MAINTAIN MIN. 0 r JOB # JPM19015.0 2" 1'-61/2' 2" - o < 1- 2' 1'-61/2" 2" z Z T N - & r. N - ACCESSIBLE KNEE DATE: 2/25/2020 p o- f o \ o CLEARANCE �? MIL-2 - • MIL-2 L N DRAWN BY: PM - _ CHECKED BY: AS RABBET JOINT i RABBET JOINT ® w ® ci w . RR} 11"MIN.CLEAR , MODEL .. HIII MIL-9 2" MIL-9 2" -f DRAWING STANDARDS v20.2 MIL-181 MIL-1E - NL 6 SHEET TITLE PLASTIC LAMINATE SOLID SURFACE MATERIAL STANDARD SINK BASE-FRONT APPROACH MILLWORK DETAILS DOOR I DRAWER SHEET NUMBER 5 OPEN LAMINATE COUNTER II SDB VIEWING ROOM COUNT 3 BASE CABINET 2 DOOR BASE CABINET 1 SINK BASE CABINET A5.3.1 1 1/2" = 11-0" V• 5.3.1 1 1/2" = 1'-0" A5.3.1 1 112" = 11-0" A5.3.1 1 112" = 1'-0" A5.3.1 1 1/2" = 11-0" 1111 I zo I O U o ". i AMERLUX#DRA-LWG-8-3500-DAL-120; k 1 FACE OF WALL III CUSTOM LENGTH TO RUN \ \ FRAMING I • WALL-TO-WALL �_ 1 I 7" LOBBY CEILING FIN. r +10,-10' SOFFIT FRAMING AS READ. t WOOD BLOCKING i 4 AS READ. BLOCKING AS READ.BY LIGHT FIXTURE INSTALLER-� I SCHEDULED SUSPENDED L, IFRY REGLET DRML'L' CEILING SYSTEM TRIM MOLDING / // / lin 518"GYP.BD.SOFFIT FINISH -7. �„ _ 4 -" _ BOOTH CEILING • OVER FRAMING AS REOD. �' - ,, -u ala, +10-0' ti SCHEDULED WOOD PLANK FINISH -- - f 5. �_ 5/8'PLYWOOD - / 518"GYP.BD.WALL FINISH EXTERIOR WALL�� - BOOTH CEILING FIN. 7 51F x 1 112"WOOD TRIM TO f +10'-0" - MATCH ADJACENT WOOD WALL NGAMING! s V r-c T d FURRING AS READ. j, yrSPECIES,GRAIN AND FINISH 5/8"GYP,BD- ` „ 3" I WALL FINISH WD-502 518"PLYWOOD FURNITURE 5/8'PLYWOOD L 13 SOFFIT AT BOOTH COLIGHT COVE DETAIL WD-502 'I ' cK FINISH NAILS AS REDD, I L.L A5.4.1 3" = 11-0" A5.4. I 3=I . 1'-0j' COUNTERSUNK,FILLED, -;,.. CC AND FINISHED `, I ' Q CL LL IY d 8B BOOTH PARTITION AT EXTERIOR WALL A5.4.1 3" = 11-0" M FINISH NAILS AS REOD. i COUNTERSUNK,FILLED, ;iJ - " AND FINISHEDIv LIJ FURRING AS READ. � � pon51$°PLYWOOD WD-502 FURNITURE a0. LU co WALL FRAMING AS ` READ. 0 4 .1 X N r. 518'GYP.BD. O V • WALL FINISH . 0. „ CO CIa. Jr 5114" �/ MZ 0 0 40 C-71 NOT USED 10 NOT USED 9 NOT USED SAit LLIBOOTH PARTITION LOBBY END .1 NTS A5.4.1 NTS A5.4.1 NTS A5.4.1 3 - 11-0" 2 awQNa > Z 0 co .4a 0 TRADE ALLOWABLE LENGTH / 0 - Z '12 I- NOTES: SEISMIC JOINT CLIP EMT QAC RMC 1/2" 3'-10" 4'-4" HILTI CEILING CLIP ANGLE W/ 5/16" r 1- BRACING WIRES SECURED TO MAIN RUNNERS WITHIN 2" OF THE CROSS RUNNER 3/4" 5'-2" 5'-7" EYELET. ATTACHED TO STRUCTURE 4 INTERSECTION AND SPLAYED 90' FROM EA. OTHER AT AN ANGLE NOT EXCEEDING 45' . •• 1" 6'-6" 7'-0" ABOVE PER MANUFACTURER FROM THE PLANE OF THE CEILING AND LOCATED 12'-0" ON CENTER BOTH WAYS ` 4RECOMMENDATIONS co z STARTING 6' FROM TWO ADJACENT WALLS. 1 1/4" 8'-6 9.-0" CROSS TEE *� MAIN BEAM1 1/2" 9.-10" 10'-5" 4 .... IM 2. FOR ROOMS WITH SPAN IN EITHER DIRECTION LESS THAN 25', MAIN RUNNERS AND 1- #12 GA. BLACK #12 WIRE W/ 3 FULL TURNS CROSS RUNNERS MAY BE ATTACHED TO THE PERIMETER OF TWO ADJACENT WALLS • 2- #12GA. BLACK / SAFETY WIRE ATTACHED 2" - 13.-2" „r WITHIN 3" OR LESS AT TOP AND WITH 3/8" CLEARANCE BETWEEN THE RUNNERS AND THE OTHER TWO WALLS. WHERE SAFETY WIRE FROM TO OPPOSING CORNERS BOTTOM ATTACHMENT POINTS. I COI) SPAN OF THE CEILING SYSTEM BETWEEN PERIMETER WALLS EXCEED 25' IN BOTH CROSS TEE DIAGONAL CORNERS ALONG FIXTURE'S SPACE AT 4'-0" 0.0. ALONG DIRECTIONS, A MINIMUM WALL ANGLE SIZE OF AT LEAST 2" HORIZONTAL LEG SHALL BE TO STRUCTURE ABOVE. r DIAGONAL EACH MAIN RUNNER 41111010 USED AT PERIMETER WALLS AND INTERIOR FULL HEIGHT PARTITION. THE FIRST TILE CROSS TEE, (111) SHALL BE 3/4" CLEAR FROM WALL SURFACE, SEISMIC EXPANSION JOINT CLI'INSTALLED 3. WHEN THE DISTANCE BETWEEN THE STRUCTURAL DECK AND THE CEILING EXCEEDS 4', #8 SELF TAPPING SCREWS THE SPACING OF THE VERTICAL HANGERS SHALL NOT EXCEED 2' O.C. ALONG THE MAIN OR CROSS TEE- / TO ALL 4 CORNERS (TYP.) ENTIRE LENGTH OF THE MEANS OF EGRESS SERVICING AN OCCUPANT LOAD OF 30 OR 8 MORE, AND AT LOBBIES ACCESSORY TO GROUP A OCCUPANCIES. NOTE: 4. LATERAL FORCE-BRACING MEMBERS FOR SUSPENDED CEILINGS SHALL BE A MINIMUM SCREWS #1 & #2 / SUSPENDED CEILING TILE. ARCHITECT/ ENGINEER OF RECORD OF 6" FROM ALL HORIZONTAL PIPING OR DUCT WORK NOT PROVIDED WITH BRACING ARE TIGHT SCREWS RESTRAINTS FOR HORIZONTAL FORCES. BRACING WIRES SHALL BE ATTACHED TO THE #3 & #4 ARE LOOSE • LIGHT FIXTURE OR AIR TERMINAL. /� GRID AND STRUCTURE AND SHALL SUPPORT A DESIGN LOAD THE GREATER OF 200 / ,- (INSTALLATION SIMILAR FOR BOTH.) �� MAIN TEE. KEN McCRACKEN, POUNDS OR THE ACTUAL LOAD, WITH A SAFETY FACTOR OF 2. ►\ 5. SUSPENDED CEILING SHALL COMPLY WITH SECTION 803.9 AND 808 (2016 CBC) AND *`., # {' 4* LK�Fff FIXTURE OR I.ECHAMCAL / ' GEEING GRID 3YSTEftA ATTACMAENT ARCHITECT ASCE 7-10 SECTION 13.5.6, �. a SERVICE ATTACHMENT € Architecture•Pin ram Nanagemenf•Permitting 6. LATERAL BRACING FOR SUSPENDED CEILING MUST HE PROVIDED. WHERE THE CEILING IS � 1 / il) c" 6930 DESTINY DRIVE, #100 NOT SUPPORTING INTERIOR PARTITIONS, CEILING BRACING SHALL BE PROVIDED BY INDEXING NIB �\ i ` •(4 + ROCKLIN, CA 95677 NOT USED NOT USED FOUR NO. 12 GAUGE WIRES SECURED TO THE MAIN RUNNER WITHIN 2 INCHES OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90 DEGREES FROM EACH OTHER AT AN ♦ Contact:ARIANE SANDERS 7 ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF CEILING. A STRUT ) •% 707.655.4320 (ADEQUATE TO RESIST VERTICAL COMPONENT FROM LATERAL LOADS) FASTENED TO ,e, \ ASANDERSPMDGINC.COM A5.4.1 NTS A5.4.1 NTS MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS INSTALLED IRAN BEAM JOHN CLIP a q OF ROOF OR FLOOR ABOVI . THESE HORIZONTAL RESTAINT POINTS SHALL BE PLACED 'I 12 FT. ON CENTER IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6 FT. (PER IN\ ASTM E580 SECTION 5.2.8.2) OF TWO ADJACENT WALLS. ATTACHMENT OF THE DETAIL AT ATTACHED WALL RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD WITH PB L4ETER SUPPORT WIFE IMPOSED. OTHERWISE, PROVIDE A STRUCTURAL DESIGN. 7. IN LIEU OF A 2" WALL ANGLE USE ARMSTRONG CEILING FRAMING SYSTEM PER ICC-ES ROOF STRUCTURE REPORT ESR-1308, ICC-ES APPROVED HEAVY DUTY GRID, PRELUDE XL GRID NOTES: INSTALLED PER REPORT FOR SEISMIC CATEGORY D. E AND F. These drawings and specifications are the confidential and proprietary properly - T1 SOFFIT FRAMING PER USE 7/8" WALL ANGLE. 1. GRID SYSTEM TO BE HEAVY DUTY T-BAR. of Morgan Chase and shall not be copied orreproduced without wntten STRUCTURAL DWGS • BERC-2 CLIPS INSTALLED ON THE TWO ADJACENT WALLS WHERE THE RUNNRS authorization. The contract documents were prepared to use on this specific \--ROOF STRUCTJRE 2. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END x site in conjunction with its Issue date and are not suitable for use on a different MUST BE FIXED, ARE ATTACHED TO THE RUNNER BY A SHEET METAL SCREW [ X site or at a bier time. Use of these drawings for reference or example on SCHEDULED ACT 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 requires the services of properly licensed architects and l THE RUNNER. BERC-2 CLIPS INSTALLED ON OPPOSITE WALLS WHERE THE CLOSING ANGLE. THE OTHER END SHALL HAVE A 0.75" _ engineer. Reproduction of the contact documents for reuse on another 1/8"SECURITY MESH MOUNT • 518"GYP.BD.SOFFIT FINISH RUNNERS MUST NOT BE FIXED TO THE CLIPS MUST ALLOW THE TERMINAL RUNNER CLEARANCE FROM THE WALL. p project is not authorized. • OVER FRAMING AS READ. I ' TO UIS.OF 2NI)FLOOR END TO MOVE 3/4 INCH. • „ STRUCTURE FOLLOW ICC APPROVED ESR-1308 FOR INSTALLATION DETAILS. 3. ENDS OF MAIN RUNNERS AND CROSS RUNNERS SHALL BE 6 -O M:X 12 -Q 6 -O MAX 9. PROVIDE SEISMIC SEPARATION FOR CEILING OVER 2500 SF PER ASCE 7-10 SECTION TIED TOGETHER TO PREVENT THEIR SPREADING CEILING FINISH SEAL - +��'t0" 13.5.6. 4, THE SUSPENDED CEILING SYSTEM SHALL BE DESIGNED AND X `\ 10. PROVIDE HOLD DOWN CLIPS (2) PER CROSS TEE LESS THAN 1 LB PER S.F. INSTALLED IN ACCORDANCE WITH ASTM C635, ASTM C636, ASTM s \CEILINGFINISHS SOFFIT FRAMING PER E580 AND MANUFACTURER SPECIFICATIONS AND INSTALLATION r +10'-10" R i(14)(), /11124._ STRUCTURAL DWGS INSTRUCTIONS. �`'�D ,> SUSPENDED CEILING SYSTEM GENERAL NOTES: �` \�� j? �o I :-.----.:. '� 3 518"MTL STUDS AT 16"O.C.SEE oC. KENNETH J. STRUCTURAL DWGS • 1, CEILING AREA GREATER THAN 1,000 SF. MUST HAVE LATERAL FORCE BRACING BY I MC:7,7________ RACKS CEILING FINISH - _ USE 1Od NAIL TO FASTENER FOR. `� ` +9,-0' 5/8"GYP. MEANS OF WIRE OR RIGID BRACING WOOD APPLICATION. (TYPICAL). X \CEILING FINISH 2. MAIN BEAMS & CROSS TEES MUST BE SUPPORTED WITHIN 8" OF EACH WALL WI 12 GA. SEE DETAIL A FORM MORE INFORMATION. , +8,_10. WIRE OR APPROVED WALL SUPPORT, 4 _Q" I a •, AM S, WA CEILING FINISH $ 3. A STRUT IS TO BE ATTACHED TO THE SUSPENSION SYSTEM & TO THE / i O License#5599 +10'-0" STRUCTURE ABOVE AT EACH BRACING. BOTTOM CHORD OF EXISTING i . . j ���T �o PANEL SYSTEM, [V ATTACHMENT PER 4. RIGID BRACING MAY BE USED INSTEAD OF DIAGONAL SPLAY WIRES, RIGID WOOD TRUSS. r F O MANUFACTURER BRACING MUST LIMIT CEILING MOVEMENT TO LESS THAN 1/4" AT THE POINT OF ` 04 ATTACHMENT (SPLAY WIRE BRACING IS CLUSTERS OF 4 WIRES ATTACHED TO THE MAIN 1( X BEAM WITHIN 2" OF A CROSS TEE INTERSECTION). N a , 'x. 04/20/20 TRANSACTION TELLER SOFFIT 4 OFFICE 1 LOBBY TRANSITION 5 HORIZONTAL RESTRAINT POINTS ARE TO BE LOCATED NO MORE THAN 12' ON CENTER 1N 4 (12 HA-) WIRES 90' 5 EACH DIRECTION, & THE FIRST POINT WITHIN 6'-0" OF EACH WALL TO EACH OTHER 6. ATTACHMENT OF THE BRACING WIRES TO THE MAIN BEAM & THE STRUCTURE - -� It�nnlz5an 1 1/2" = 1'-a" 1 1/2" = 1'-0" SHOULD SUPPORT THE GREATER OF 200 POUNDS OR THE ACTUAL DESIGN LOAD 45' TO PLANE OF A5.4,1 A5.4.1 W/ A SAFE FACTOR OF 2. \.,, CEILING 7. HEAVY-DUTY GRID SYSTEM REQUIRED } , ` ISSUE DATE DESCRIPTION 8. GRID MUST BE ATTACHED TO 2 ADJACENT WALLS. USE BERC-2 CLIPS WITH SHEET SUSP. ACOUSTICAL 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 MAIN T-BAR RUNNER x MUST ALLOW 3/4" MOVEMENT. - .1( BLOCKING AS REQUIRED AT ROOF 9. CEILINGS OVER 2,500 SF MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT 3/4" CLEAR MIN. SEE NOTE ABOVE. PARTITIONS. STRUCTURE,SEE STRUCTURAL 10. CEILINGS WITHOUT RIGID BRACING MUST HAVE A 2" OVERSIZED TRIM RING FOR 2" X 2" ANGLE MOLDING- USG OR O DRAWINGSw SPRINKLERS & OTHER PENETRATION. EQUAL TO BE FASTENED WITH 14D WOOD + +� 1 _ I I _ 11. CHANGES IN THE CEILING PLANE MUST HAVE POSITIVE BRACING. SCREWS Ig 16" O.C. + +" 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 `\ 7-EXISTING EXTERIOR WALL •.s MUST BE LATERALLY BRACED TO THE BUILDING STRUCTURE. TYPICAL INTERIOR PARTITION WALL CEILING PLANA 6/8/20 Planning comments ` 14, 14 RVOT HANER WES ARE TO B : MO EG THANIR4' ON CENT RE � -� -- 14.2 MUST PLUMP WITHIN 1 IN 6 / I\ 6/2/20 Prato 20.2 Updates SPRING VERTICAL d. VERTICAL COMPRESSION STRUT 14.3 TIED WITH THREE TURNS IN 3" OR LESS. 4/30/20 Issued for Bid . It. 14.4 MINIMUM 12 GAUGE GALVANIZED SOFT - ANNEALED, MILD STEEL WIRE. CLIP HANGER_ _ ._ A _ _ 15. PENDANT MOUNTED FIXTURES MUST BE SUPPORTED FROM THE STRUCTURE WITH NO INSERTS WIRE 41 LATERAL WIRE BRACING 4/20/20 Submittal Set _E STRUCTURALDRAWIaI� LESS THAN 9 GAUGE WIRE. IN HOLE ADJACENT STRUCTURE )R DETAIL ATTACHMENTS THEY MAY NOT USE THE CEILING SUSPENSION FOR SUPPORT. N POST TO POST NOTE: 12 GA. VERTICAL WIRES SHALL BE USED AT 4/10/20 80% Review Set 5/8"GYP.BD. + 16. LIGHT FIXTURES MUST BE POSITIVELY ATTACHED TO THE SUSPENDED SYSTEM. 48" O.C. PERIMETER HANGARS SHALL BE 8" MAX. __- ±11-6' .HEAD _ SI I ATTACHED DEVICE MUST BE ABLE TO WITHSTAND 100 OF THE FIXTURE - PROJECT INFORMATION BLOCK 3-518"X20GA t11 6" MTL.STUDS ATTACHED TO WALL APO I +� WEIGH T- #12 WIRE SECURED FROM WALL AND NOT MORE THAN 1 IN 6 OUT OF TO STRUCTURE PLUMB. JOB # JPM19015.0 METAL STUDS CEILING STRUCTURE,SEE I 17. IF THE LIGHT FIXTURE IS 56 POUNDS OR LESS, MUST HAVE TWO 12-GA. C + DATE: 2/25/2020 16"O C. - �� STRUCTURAL DRAWINGS + + WIRES ATTACHED AT DIAGONAL CORNERS. IF MORE THAN 56 POUNDS MUST 45' OR LESS 145' OR LESS NOTES: DRAWN BY: PM BE INDEPENDENTLY SUPPORTED FROM THE BUILDING STRUCTURE. SPLAY WIRE BRACING !�(��•.�, t ��45' OR LESS 1. ACOUSTICAL TILE OR LAY-IN PANEL CEILINGS IN SEISMIC CHECKED BY: AS Ref., ASTM E-580, SECTION 5.2.8.2 - 5.2.8.3 45' OR LESS y� + �'�'� DESIGN CATEGORIES D SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ASTM C635, ASTM 0636, AND ASTM MODEL --1- - - Lateral Force Bracing E580, AND MANUFACTURER SPECIFICATIONS AND EXISTING STOREFRONT Where substantiating design calculations are not provided, horizontal MAIN TEE INSTALLATION INSTRUCTIONS. restraints shall be effected by four No. 12 gage wires secured to the main CROSS TEE DRAWING STANDARDS v20.2 __ .---- -- runners within 2 inches of the cross runner intersection and splayed 90 de degrees VERTICAL COMPRESSION STRUT f SEE RCP PLAN 1g 2. ACOUSTICAL TILE OR LAY-IN PANEL CEILINGS SHALL ALSO from each other at an angle not exceeding 45 degrees from the plane of the LATERAL FORCE BRACING: INSTALLf (MAX. HEIGHT) COMPLY WITH THE FOLLOWING: �� _ ceiling. to the structural members supporting the roof or floor above. 30SHEET TITLE " �- The strut shall be '- SCHEDULED f 1NISH CEILING - �_ BOXED HEADER,s,s.D- VSA 30/48 30" TO 48" adequate to resist the vertical component induced by the bracing wires. These VSA 48 84 1848" TO 84" ONE ANOTHER AT LEAST 4" IN THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE horizontal restraint points shall be placed 12 feet on center in both directions VSA 18/30 / THE OTHER. TUBES SHALL LAP TO OR CHANNEL SHALL BE NOT LESS THAN 2.0 IN. (50 MM). 518"GYP.BD.EACH SIDE with the first point within 6 feet from each wall, Attachment of the restraint VSA 84/102 84" TO 102" FULLY EXTENDED POSITION WHERE PERIMETER SUPPORTING CLIPS ARE USED, THEY SHALLVSA - 120 102" TO 120" wires to the structure above shall be adequate for the load imposed. Lateral VSA 120/144 120" TO 144" COMPRESSION STRUT W/ LATERAL BE QUALIFIED IN ACCORDANCE WITH APPROVED TEST CRITERIA. CEILING force bracing members shall be spaced a minimum of 6 inches from all BRACING © 12'-0" MAX. EA. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF SUSPENDED CLG/SOFFIT SEE RCP PLAN horizontal piping or duct work that is notprovided with bracingrestraints for THE CEILING GRID SHALL BE ATTACHED TO THE CLOSURE DETAILS 10'-(1"(PCs) � P P 9 DIRECTION & 6'-0" MAX. FROM horizontal forces. Bracing wires shall be attached to the grid and to the PERIMETER WALLS ANGLE OR CHANNEL. THE OTHER END IN EACH HORIZONTAL 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 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 A CLOSURE ANGLE OR CHANNEL. SUSP. CLNG. DETAILS FOR SHEET NUMBER 3 HEADER AT STOREFRONT 2 TYP. SOFFIT DETAILS 1 SEISMIC CATEGORY D, E & F (PER ESR-1222) A5.4.1 11/2" = 1'-ar' A5,4.1 11/2" = 1r-0" A5.4.1 1"=1'-a STATEMENT OF SPECIAL INSPECTION : NAILING SCHEDULE ABBREVIATIONS REF. IBC 2018, TABLE 2304.10.1. ALL NAILS FOR STRUCTURAL WORK SHALL BE COMMON WIRE NAILS AB ANCHOR BOLT MI MALLEABLE IRON PER IBC 2018, SECTION 1705, THE RETROFIT ANCHOR BOLT CONTAINED ON THESE PLANS WILL REQUIRE A CONFORMING TO THE FOLLOWING MINIMUM SIZES: BTWN BETWEEN (N) NEW SPECIAL INSPECTION. THE SEISMIC AND WIND-FORCE-RESISTING SYSTEM USED IS AN ARCHITECTURAL CC CENTER TO CENTER PTDF PRESSURE TREATED DOUGLAS FIR PARAPET BRACED ABOVE THE CENTER OF MASS. THE STRUCTURE WILL REQUIRE SPECIAL INSPECTIONS BE 8D 0.131" 0 X 23/2" CJ CONSTRUCTION JOINT PSL PARALLEL STRAND LUMBER _ PERFORMED ON THE SEISMIC AND WIND-FORCE-RESISTING SYSTEM. THE OWNER IS REQUIRED TO IOD 0.148" X 3" CJT CONTROL JOINT 2900Fb, 290Fv, 2.0E CONTRACT WITH A QUALIFIED AND REGIONALLY APPROVED SPECIAL INSPECTION AGENCY MEETING THE CLR CLEAR NTS NOT TO SCALE REQUIREMENTS OF IBC 1704A.1. THE OWNER WILL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING 100 SHORTS 0.148" 0 X 15/8" PLUS THICKNESS OF S.P. THE SPECIAL INSPECTIONS DURING THE CONSTRUCTION WORK AS REQUIRED PER THE BELOW TABLE. 160 0.162" 0 X 31/2" CONC CONCRETE OH OPPOSITE HAND OWNER IS TO PROVIDE BUILDING DEPARTMENT WITH REQUIRED NOTIFICATIONS UPON COMPLETION OF20D 0.192" 0 X 4" CONTIN .... CONTINUOUS PC PIECE1.11 SPECIAL INSPECTION WITH DOCUMENTATION FROM THE SPECIAL INSPECTION AGENCY. ENGINEER OF CP COMPLETE PENETRATION PP PARTIAL PENETRATION RECORD IS TO BE NOTIFIED IF ANY VARIATIONS TO PLANS HAVE BEEN DONE DURING THE CONSTRUCTION OF HOLES SHALL BE SUB-DRILLED WHERE NECESSARY TO PREVENT SPLITTING. NAILING NOT NOTED DF -. DOUGLAS FIR PW PANEL WALL THE ABOVE NOTED FORCE-RESISTING-SYSTEM. BELOW OR ON PLANS SHALL BE MINIMUM OF NAILS AT EACH CONTACT. DL DEAD LOAD RDWD REDWOOD In 8D NAILS FOR 1" MATERIAL AND 16D NAILS FOR 2" MATERIAL. (E) EXISTING SC SHEAR CONNECTOR El EXPANSION JOINT SDSTS SELF DRILLING SLF TAPPING SCRW 1. BLOCKING BTWN CEILING JSTS, RAFTER OR TRUSS TO TOP PLATE OR FRAMING EN EDGE NAILING SP STRUCTURAL PLY TABLE 1705.3 BELOW; END NAIL, TOENAIL 3-80 FB FACE OF BLOCK SPEN STRUCTURAL PLY EDGE NAILING ._ 2. BLOCKING BTWN RAFTERS OR TRUSS NOT AT THE WALL TOP PLATE, TO RAFTER OR FC FACE OF CONCRETE STFNR STIFFENER REFERENCED TRUSS; END NAIL, TOENAIL 2-8D FF FINISH FLOOR STGGRD ... STAGGERED VERIFICATION AND INSPECTION CONTINUOUS PERIODIC STANDARD 3. FLAT BLOCKING TO TRUSS AND WEB FILLER; FACE NAIL 16D FLR FLOOR T&B TOP & BOTTOM 4. CEILING JST TO TOP PLATE; EACH JST, TOENAIL 3-8D FS FACE OF STUD T&G TONGUE & GROOVE 5. CEILING JST NOT ATTACHED TO PARALLEL RAFTER, (NO THRUST); FACE NAIL--- 3-16D FTG FOOTING TN TOE NAIL 4. Inspection of anchors post installed in X ACI318, 3.8.6, 6. CEILING JST ATTACHED TO PARALLEL RAFTER (HEEL JOINT); FACE NAIL TABLE 2308.7.3.1 GA GAUGE TOF TOP OF FRAMING hardened concrete members. 8.1.3 7. COLLAR TIE TO RAFTER; FACE NAIL 3-100 GLB GLUED-LAMINATED BEAM TOS TOP OF STEEL 8. RAFTER OR ROOF TRUSS TO TOP PLATE; TOENAIL 3-10D HDR HEADER UNO UNLESS NOTED OTHERWISE 9. ROOF RAFTERS TO RIDGE VALLEY OR HIP RAFTERS, OR ROOF RAFTERS TO 2" RIDGE HSB HIGH STRENGTH BOLT (A-325) W/ WITH BEAM; END NAIL 2-16D HT HEIGHT W/O WITHOUT 10. STUD TO STUD (NOT AT BRACED WALL PANELS); 24" O.C. FACE NAIL 160 JH JOIST HANGER (SIMPSON) WP WORK POINT O 11. STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL CORNERS (AT LL LIVE LOAD WS WOOD SCREW o CONCRETE BRACED WALL PANEL); 16" O.C. FACE NAIL 16D LS LAG SCREW WWF WELDED WIRE FABRIC cx 12. BUILT UP HEADER (2" TO 2" HEADER); 16" O.C. EACH EDGE, FACE NAIL 16D LSL LAMINATED STRAND LUMBER CL CENTERLINE LIJ 13. CONTINUOUS HEADER TO STUD; TOENAIL 4-8D 2325 Fb, 310 Fv, 1.55E PLATE ce 1. CONCRETE 28 DAY COMPRESSIVE STRENGTH, F C = 2500PSI, U.N.O. 14. TOP PLATE TO TOP PLATE; 16" O.C. FACE NAIL R 0_ 2. WATER TO CEMENT RATIO SHALL NOT EXCEED 0.50. 16D LT WT LIGHT WEIGHT # NUMBER OF POUNDS 3. MOIST CURE SLABS FOR A MINIMUM OF 3 DAYS. 15. TOP PLATE TO TOP PLATE, AT END JOINTS; EA. SIDE END, FACE NAIL, MIN 24" LAP LVL LAMINATED VENEER LUMBER 0 SQUARE 4. CONCRETE MIX DESIGN SHALL BE PREPARED BY A 3RD PARTY INDEPENDENT LABORATORY. SELECTION 8-16D 2600Fb, 285Fv, 1.8E 0 ROUND OR DIAMETER OF CONCRETE MIX PROPORTIONS SHALL BE PER THE CALIFORNIA BUILDING CODE. 16. BOTTOM PLATE TO 1ST, RIM .1ST, BAND JST, OR BLOCKING (NOT AT BRACED WALL MFR MANUFACTURER I> CONTINUOUS WOOD IN SECTION 5. CEMENT SHALL CONFORM TO ASTM C-150 TYPE I OR II. PANELS); 16" O.C. FACE NAIL 16D WOOD BLOCKING IN SECTION 6. CONCRETE AGGREGATES SHALL CONFORM TO ASTM C-33. AGGREGATES FOR LIGHTWEIGHT CONCRETE 17. BOTTOM PLATE TO 1ST, RIM JST, BAND JST, OR BLOCKING AT BRACED WALL / END OF WOOD PIECEor) SHALL CONFORM TO ASTM C-330. PANELS; 16" O.C. FACE NAIL 2_16D 18. STUD TO TOP OR BOTTOM PLATE; TOENAIL 4-8D �s% 9. REINFORCING DIMENSIONS SHOWN FOR LOCATION OF REINFORCING ARE TO THE FACE OF MAIN BARS 19. TOP OR BOTTOM PLATE TO STUD; END NAIL AND DENOTE CLEAR COVERAGE. CONCRETE COVERAGE SHALL BE AS FOLLOWS: CONCRETE DEPOSITED 2 16D NI 1111 AGAINST GROUND (EXCEPT SLABS) -3". CONCRETE EXPOSED TO GROUND BUT PLACES IN FORMS -2". 20. TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS; FACE NAIL 2.16D 21. 1" BRACE TO EACH STUD & PLATE, FACE NAIL; FACE NAIL 2-8Dco im SLABS (ON GROUND) -2" CLEAR FROM TOP U.N.O. 22. 1"X6" SHEATHING TO EACH BEARING; FACE NAIL 2-8D GENERAL CONSTRUCTION NOTES 10. ALL PREHEATING AND WELDING OF REINFORCING BARS SHALL BE DONE IN ACCORDANCE WITH AWS 23. WIDER THAN 1"X8" SHEATHING TO EACH BEARING; FACE NAIL 3-8D In 1" i D1.4 LATEST EDITION AND SHALL BE CONTINUOUSLY INSPECTED BY A QUALIFIED LABORATORY. 24. JOIST TO SILL, TOP PLATE, OR GIRDER; TOENAIL 3-8D M CONTRACTOR ›- SHALL FURNISH TO THE LABORATORY, REBAR MILL CERTIFICATES. 25. RIM 1ST, BAND JST, OR BLOCKING TO TOP PLATE, SILL, OR OTHER FRAMING; 6" O.C. 1. THE INFORMATION ON THIS SET OF CONSTRUCTION DOCUMENT IS RELATED TO THE BASIC DESIGN a. W 11. REINFORCING STEEL SHALL BE FABRICATED ACCORDING TO "MANUAL OF STANDARD PRACTICE FOR TOENAIL 80 INTENT AND FRAMING DETAILS. THEY ARE INTENDED AS A CONSTRUCTION AID, NOT A SUBSTITUTE FOR REINFORCED CONCRETE CONSTRUCTION". 26. 1" X 6" SUBFLOOR OR LESS TO EACH 1ST; FACE NAIL 2-8D 0 a .1 x N 12. WIRE FABRIC SHALL CONFORM TO ACI 318-3.5.1, ACI 318-3.5.7, AND ASTM A-1064. GENERALLY ACCEPTED GOOD BUILDING PRACTICES AND COMPLIANCE WITH CURRENT CALIFORNIA 27. 2" SUBFLOOR TO JST OR GIRDER; FACE NAIL 2-16D STATE BUILDING CODES. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING STANDARD 13. REINFORCING STEEL SHALL CONFORM TO ASTM A615-GRADE 60 FOR NO. 5 AND LARGER, AND ASTM 28. 2" PLANKS (PLANK & BEAM - FLOOR AND ROOF); EACH BEARING, FACE NAIL --- 2-160N A615-GRADE 40 FOR NO. 4 AND SMALLER, EXCEPT REINFORCING STEEL TO BE WELDED SHALL CONFORM 2" CONSTRUCTION DETAILS AND PROCEDURES TO ENSURE A PROFESSIONALLY FINISHED, STRUCTURALLY 0 (1) 4 � 1.29. BUILT UP GIRDERS AND BEAMS, LUMBER LAYERS; 24" O.C. FACE NAIL TOP & SOUND, AND WEATHERPROOF COMPLETED PROJECT. CSITO ASTM A706. BOT. STAGGERED ON OPP SIDES 20D 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL WORK AND CONSTRUCTION a, 0% LL 14. SPLICES IN CONTINUOUS REINFORCEMENT FOR A CLASS "A" LAP SPLICE FOR NORMAL WEIGHT 30. LEDGER STRIP SUPPORTING 1ST OR RAFTERS; EACH JST OR RAFTER, FACE NAIL MEETS ALL CURRENT FEDERAL, STATE, COUNTY, AND LOCAL CODES, ORDINANCES, REGULATIONS, ETC. CO CI CONCRETE WHERE LESS THAN 12" OF CONCRETE IS BELOW THE LAP SPLICE SHALL BE 48 BAR DIAMETERS r IX AND SPLICES IN ADJACENT BARS SHALL BE NOT LESS THAN 5'-0" APART. CLASS "B" LAP SPLICES SHALL BE 31. JOIST TO BAND JOIST OR RIM JOIST; END NAIL 3-16D THESE CODES ARE TO BE CONSIDERED PART OF THE SPECIFICATIONS FOR THIS BUILDING AND SHOULD 0 3-16D BE ADHERED TO EVEN IF THEY ARE IN VARIANCE OF THE PLAN. el Z CI < 63 BAR DIAMETERS. SPLICE CONTINUOUS BARS IN SPANDRELS, GRADE BEAMS, ETC., AS FOLLOWS: TOP 32. BRIDGING OR BLOCKING TO JST, RAFTER, OR TRUSS; EACH END, TOENAIL---- 2-8D 3. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE DRAWING (DO NOT SCALE DRAWING.) BARS AT MID-SPAN; BOTTOM BARS AT CENTERLINE AT SUPPORT, UNLESS NOTED OTHERWISE. SPLICES • IN WWF SHALL BE 1.5 MESHES WIDE. 33. WOOD STRUCTURAL PANELS: 4. THE ENGINEER HAS NOT BEEN ENGAGED FOR CONSTANT CONSTRUCTION SUPERVISION AND ASSUMES 4t la re > Ci 15. REINFORCING, DOWELS, BOLTS, ANCHORS, SLEEVES, ETC., TO BE EMBEDDED IN CONCRETE SHALL BE SUBFLOOR, ROOF, & INTERIOR WALL SHEATHING TO FRAMING NO RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH THESE PLANS, NOR RESPONSIBILITY FOR NAILS SPACED @ 6"O.C. Ce TIED SECURELY IN POSITION BEFORE PLACING CONCRETE PER ACI 318-12.18. 1/Z'r AND LESS AT EDGES, 12"0.C. @ CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE, OR PROCEDURES, OR FOR SAFETY ui 4 16. CONSTRUCTION JOINTS SHALL BE MADE ROUGH AND SURFACE FREE OF LOOSE DEBRIS. CONCRETE MY 19 ++ 3 +I INTERMEDIATE PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THERE ARE NO WARRANTIES FOR A /32 /4 SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. ILI BE ROUGHENED BY SAND BLASTING OR CHIPPING THE ENTIRE SURFACE TO PRODUCE 1/4" DEEP 7/a" - 1-1/4" SUPPORTS EXCEPT 6" DEFORMATIONS. COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING AT ALL SUPPORTS 5. REFER TO ARCHITECTURAL SHEETS FOR FLOOR PLANS, EXTERIOR ELEVATIONS, AND WINDOW AND 0Z CI 1-- 17. REMOVE ALL DEBRIS FROM FORMS BEFORE CASTING ANY CONCRETE. /4+" - 1" WHERE SPANS ARE 48" DOOR SIZES AND TYPES. �Q z r. 18. 3'-0" SHALL BE THE MAXIMUM ALLOWED FREE FALL FOR CONCRETE TO MORE CLOSELY CONFORM TO 1-1/8"/g'+ _ 1-14" OR MORE. FOR NAILING r ACI 318-5.10. 34. PANEL SIDING TO FRAMING OF BRACED WALL Ili I 4 19. CONSOLIDATE CONCRETE PLACED IN FORMS BY MECHANICAL VIBRATING EQUIPMENT SUPPLEMENTED /2" OR LESS PANELS OR SHEAR BY HAND-SPADING, RODDING OR TAMPING. USE EQUIPMENT AND PROCEDURES FOR CONSOLIDATION 5/an WALLS, SEE PLAN. CI) Z OF CONCRETE IN ACCORDANCE WITH THE RECOMMENDED PRACTICES OF ACI 309 TO SUIT THE TYPE OF CONCRETE AND PROJECT CONDITIONS. 4 20. NO WOOD SPREADERS ALLOWED. NO WOOD STAKES ALLOWED IN AREAS TO BE CONCRETED. WOOD GENERAL COMMENT ICh 21. ALL SAW CUTTING SHALL BE DONE AFTER INITIAL SET HAS OCCURRED TO AVOID TEARING OR DAMAGE `� BY THE SWABBED, BUT BEFORE INITIAL SHRINKING HAS OCCURRED. 22. DRILL THROUGH STEEL COLUMNS, BEAMS AND PLATES TO PASS CONTINUOUS REINFORCING. 1. ALL WOOD IN DIRECT CONTACT WITH EARTH OR CONCRETE SHALL BE PRESSURE TREATED DOUGLAS FIR. THE NOTES, RECOMMENDATIONS, AND CONSIDERATIONS INCLUDED HEREIN ARE OFFERED IN GOOD FAITH 0 23. ADDITIONAL REINFORCING IN PRECAST OR TILT-UP PANELS REQUIRED FOR LIFTING STRESSES SHALL BE 2. BEARING AND SHEAR WALLS SHALL HAVE DOUBLE TOP PLATES, LAPPED AT WALL AND PARTITION FOR CONTRACTOR REFERENCE. THESE NOTES ARE NOT ALL-INCLUSIVE AND DO NOT, BY ANY MEANS, SUPPLIED BY THE CONTRACTOR. INTERSECTION WITH 3-16D NAILS. INCLUDE ALL THE INFORMATION NECESSARY TO COVER ALL ASPECTS OF THE CONSTRUCTION PROJECT. 24. PROVIDE 2-N0.5X4'-0" DIAGONAL REINFORCING AT MID-DEPTH OF SLAB AT ALL REENTRANT CORNERS 3. PROVIDE SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL SUPPORTS. THESE NOTES ARE SUPERCEDED BY THE CONTRACTOR'S EXPERIENCE, BEST JUDGEMENT, AND LOCAL TYPICAL. 4. PROVIDE BLOCKING AT ALL CEILING LEVELS. ACCEPTABLE BUILDING CODES. THE DRAWINGS, ILLUSTRATIONS, AND DIAGRAMS INCLUDED IN THIS 5. ALL STRUCTURAL WOOD SHALL CONFORM WITH THE FOLLOWING SPECIFICATION: PACKAGE ARE FOR THE DESIGN OF THE BUILDING AND ARE TO BE USED IN COORDINATION OF THE WORK. ARCHITECT/ENGINEER OF RECORD DOUGLAS FIR - COAST REGION - WCLIB GRADING RULES NO.17 DF NO.2, U.N.O. THE CONTRACTOR IS RESPONSIBLE FOR THE INTEGRITY OF ALL ASSEMBLIES AND ALL WORK IS TO CONFORM REDWOOD - CALIFORNIA REDWOOD ASSOCIATION GRADING RULES, LATEST EDITION. TO ACCEPTED RESIDENTIAL CONSTRUCTION STANDARDS. COLD FORMED STEEL GLUED LAMINATED BEAMS - SHALL BE 24F-V4 OR 24F-V8 FOR CANTILEVERED BEAMS. BEAMS SHALL ALSO BE MANUFACTURED AND IDENTIFIED AS REQUIRED IN ANSI/AITC A190.1 AND ASTM D3737. 1. NEW GALVANIZED: 43 MIL. THICK (22, 20 & 18 GA), ASTM A653, Fy = 50 KSI. 54 & 68 MIL. THICK (16 & 14 STANDARD SPEC. FOR STRUCTURAL GLUED LAMINATED TIMBER AITC 117 LATEST ADDITION. SUBMIT0.0#0.>"00,00,44.4eN GA) ASTM A653, Fy = 50 KSI. GALVANIZE TO ASTM A924 SHOP DRAWINGS PRIOR TO FABRICATION OF GLUED-LAMINATED MEMBERS. CULLUMBER ENGINEERING 2. NEW PARTITION WALL STUDS (OR BRACE STUDS) W/ MIN. 362S162-54 @ 16" O.C. PLYWOOD U.S. PRODUCT STANDARDS PSI AND PS2. PLYWOOD SHALL BE APA RATED EXPOSURE 1, OR AND DESIGN INC EXTERIOR, AS REQUIRED; STRUCTURAL 1 AND C-D TO MEET P51 AND PS2 AS REQUIRED. CDX (C-D 3. NEW SILL TRACK & TOP TRACK MIN. 362T200-54 X CONT. W/ #10 TEK SCREWS AT EACH FLANGE & EXPOSURE 1) OR OSB (ORIENTED STRAND BOARD) @ FLOORS ADN ROOF - U.N.O. ANCHOR BOLTS PER DETAILS 6. PRESSURE TREATED DOUGLAS FIR - AWPA (AMERICAN WOOD PRESERVERS' ASSOCIATION) U1. USE 9 16-25 I -0798 4. COAT CARBON SHEET STEEL PRODUCTS WITH RUST INHIBITIVE PAINT. CATEGORY UC2 FOR INTERIOR USE. WATERBORN PRESERVATIVES SHALL HAVE A MINIMUM RETENTION WWW.CULLUM15EKENG.COM 5. STUD DESIGNATIONS AND MINIMUM SECTION PROPERTIES PER STEEL STUD MANUFACTURER'S LEVEL OF 0.25 LB/FT^3 AND SHALL NOT CONTAIN CHROMIUM, COPPER, OR ARSENATE. NEWLY EXPOSED DESIGN CRITERIA 6930 DESTINY DRIVE SUITE ASSOCIATION (SSMA) GUIDELINES. SURFACES, RESULTING FROM FIELD MODIFICATION SUCH AS CUTTING, BORING, OR HANDLING, SHALL BE #300. ROCKLIN, CA 95677 6. STUD BRIDGING: COLD ROLLED CHANNEL, MINIMUM 1 1/2" DEEP WITH 9/16" FLANGE WIDTH. SPACE FIELD TREATED IN ACCORDANCE WITH AWPA M-4. AT 4'-0" MAXIMUM. 7. HOLES FOR BOLTS IN WOOD SHALL BE BORED WITH A BIT OF THE SAME NOMINAL DIAMETER AS THE SEISMIC CRITERIA GRAVITY LOADING 7. BLOCKING MAY BE OMITTED WHEN WALLS ARE SHEATHED ON BOTH SIDES FULL HEIGHT. BOLT PLUS 1/6". SDC D ROOF LIVE EXISTING Tfesedrawingsandspecir�a,iansorefhecon,den,iaiandpap�efarypro rfy 8. PROVIDE DOUBLE STUDS AT JAMBS, U.N.O. 8. HOLES FOR LAG SCREW SHALL BE BORED TO THE SAME DIAMETER AND DEPTH AS THE SHANK AND THE SITE CLASS D FLOOR LIVE 100psf of Jt'Morgan Chase and shall not be copied or reproduced without wnffen authorization. The contract documents were prepared for use on this specific REST NO LARGER THAN THE ROOT OF THE THREAD. RISK CATEGORY II FLOOR DEAD (E) 5" SLAB-ON-GRADEsite in conjunction with as issue dote and are not suitable tor use on a different site or of a later time. Use of these drawings for reference or example on 9. LAG SCREWS AND WOOD SCREWS SHALL BE SCREWED AND NOT DRIVEN INTO PLACE. SOAP MAY BE SEISMIC IMPORTANCE FACTOR 1.00 another project requires the services of property licensed architects and engineers. Reproduction of the contract documents for reuse on another USED TO LUBRICATE THE SCREWS. RESPONSE MODIFICATION FACTOR 2.5 WALL DEAD 15psf 1 project is not authorized. STRUCTURAL STEEL 10. ALL BOLTS AND LAG SCREWS SHALL BE PROVIDED WITH METAL WASHERS UNDER HEADS AND NUTS SEISMIC FORCE RESISTING SYSTEM ON NON-STRUCT. WHICH BEAR ON WOOD. APPLIES ALSO TO INSERTED EXPANDING FASTENERS, RED HEAD ETC. COMPONENTS BOLT DIAMETER MI WASHER STEEL WASHER WIND CRITERIA (NOT APPLICABLE) SEAL 1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL STRUCTURAL STEEL LENGTHS REQUIRED TO MAKE SS 0.867g ULTIMATE WIND, Vult 92 mph PROPER CONNECTIONS AS DETAILED IN PLANS. ALL DIMENSIONS ARE TO BE VERIFIED BY %Z" DIA. 2" DIA. X 15/6" 3" X 3" X%4" _ Si 0.395g WIND EXPOSURE C CONTRACTOR BEFORE ORDERING OF MATERIALS AND EOR SHALL NOT BE HELD LIABLE FOR 5/a" DIA. 23/4" DIA. X15/16" 3" X 3" X1/4" Sas 0.666g MIS-ORDERED MATERIAL LENGTHS. 3 ++ 7/16" 5 0.422gSOIL BEARING 1500 sf /4 DIA. 3" DIA. X /6 3" X 3" X 5/16" ofp p PROF 2. FABRICATION, ERECTION, AND MATERIALS SHALL CONFORM WITH THE AISC SPECIFICATIONS FOR (�c,�F, £S 7/art DIA. 31/2" DIA. X 7/i6" 3/2" X 31/2" X 3/$" ,\ s STRUCTURAL STEEL BUILDINGS, THE AISC SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS, CODES �`� \1G Nee O 1" DIA. 4" DIA. X z" 33/4" X 33/4rr X 3/8h �v �` 4) AND THE INTERNATIONAL BUILDING CODE, LATEST EDITIONS. ASCE 7-16, IBC 2018, ACI 318-14, 2015 NDS c 94136PE a 3. STRUCTURAL STEEL WIDE FLANGE SHAPED SHALL CONFORM WITH ASTM A992. ALL OTHER 11. ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED ON INSTALLATION AND RETIGHTENED BEFORE ' STRUCTURAL STEEL ROLLED SHAPED (CHANNELS, ANGLES, ETC.) AND PLATED SHALL CONFORM WITH CLOSING IN OR AT COMPLETION OF JOB. OR ON vi ASTM A36, U.N.O. 12. BLOCK SP JOINTS WITH 2X4 FLAT BLOCKING WHERE NOTED ON ROOF OR FLOOR FRAMING PLANS AND .,.. i► 4. ALL HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO ASTM A 500, GRADE B. WITH BLOCKING SAME AS STUDS AT WALLS. ,` ' : 1, ,,�y� ��� ls. 5. ALL STRUCTURAL STEEL SHALL BE ERECTED PLUMB AND TRUE TO LINE. TEMPORARY BRACING SHALL 13. LAY ALL STRUCTURAL PLYWOOD ON ROOF AND FLOORS WITH FACE GRAIN PERPENDICULAR TO SUPPORT f w BE INSTALLED AND SHALL BE LEFT IN PLACE UNTIL OTHER MEANS ARE PROVIDED TO ADEQUATELY UNLESS NOTED OTHERWISE. BRACE THE STRUCTURE. CONTRACTOR IS RESPONSIBLE FOR REVIEWING ALL BASE PLATE AND 14. CONNECTOR HARDWARE MODEL NUMBER ARE THOSE FOR SIMPSON SRONG-TIE COMPANY. SUPPORT CONDITIONS DURING ERECTIONS AND BRACING AS REQUIRED. SEE AISC AND OSHA EQUIVALENT CONNECTORS WITH ICC ACCEPTANCE MAY BE SUBSTITUTED WITH WRITTEN APPROVAL REQUIREMENTS. FROM THE ENGINEER OF RECORD. ALL JOIST HANGERS SHALL BE SIMPSON U SERIES UNLESS NOTED 6. BOLTED CONNECTIONS SHALL CONSIST OF UNFINISHED BOLTS CONFORMING TO ASTM A307 U.N.O. OTHERWISE. WHERE HIGH STRENGTH BOLTS ARE INDICATED, BOLTS CONFORMING TO ASTM A325 OR ASTM A490 15. FASTENERS FOR PRESERVATIVE TREATED & FIRE RETARDANT TREATED WOOD SHALL DE OF HOP DIPPED STRUCTURAL INDEX ISSUE DATE DESCRIPTION AS NEEDED SHALL BE PROVIDED. ANCHOR RODS CAST IN CONCRETE OR MASONRY SHALL BE HEADED ZINC COATED GALVANIZED STEEL (PER ASTM A153, CLASS G185), STAINLESS STEEL, SILICON BRONZE OR BOLTS WITH CUT THREAD FULL DIAMETER BODY STYLE CONFORMING TO ASTM F1554 GR. 36, COPPER. THE COATING WEIGHTS FOR ZINC COATED FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A - 55(WELDABLE PER 51 SUPPLEMENTARY REQUIREMENTS), OR 105 AS INDICATED ON DRAWINGS. ALL 153. SN1 STRUCTURAL NOTES & SPECIFICATIONS BOLTED CONNECTIONS AND BASE PLATES SHALL HAVE STANDARD CUT WASHERS, U.N.O. WASHERS 16. ALL WOOD FRAMING SHALL HAVE LESS THAN 19% MOISTURE CONTENT AT TIME OF INSTALLATION. 51.0 FOUNDATION PLAN FOR BASE PLATES SHALL CONFORM TO ASTM F844, U.N.O., AND SHALL BE PLACED AT TOP AND 52.0 MAIN FLOOR ANCHORAGE PLAN BOTTOM OF PLATE. 53.0 CEILING ATTACHMENT PLAN 7. PROVIDE 1/2" DIAMETER STITCH BOLTS AND RING FILLS, SPACED AT NOT MORE THAN 2'-0" O.C. FOR ALL 501 STRUCTURAL DETAILS DOUBLE ANGLE MEMBERS. 8. AT WOOD TO STEEL PARALLEL CONTACT, BOLT WITH %z" DIAMETER BOLTS AT MAXIMUM 24" C.C. 6/8/20 Planning comments 9. HOLES FOR UNFINISHED BOLTS SHALL BE OF THE SAME NOMINAL DIAMETER OF THE BOLT PLUS 1/16". USE STANDARD AISC GAGE AND PITCH FOR BOLTS EXCEPT AS NOTED OTHERWISE. A 6/2/20 Prato 20.2 Updates 10. WELDING SHALL BE DONE BY THE ELECTRIC ARC PROCESS IN ACCORDANCE WITH AMERICAN WELDING 4/30/20 Issued for Bid SOCIETY STANDARDS, USING ONLY CERTIFIED WELDERS. ALL GROOVE WELDS SHALL HAVE COMPLETE PENETRATION U.N.O. ALL EXPOSED WELDS SHALL BE GROUND SMOOTH. ALL ELECTRODES FOR 4/20/20 Submittal Set WELDING SHALL COMPLY WITH AWS CODE, E70 SERIES MINIMUM. I 4/10/20 80% Review Set 11. WELD LENGTHS CALLED FOR ON PLANS ARE THE NET EFFECTIVE LENGTHS REQUIRED. PROJECT INFORMATION BLOCK 12. MINIMUM FILLET WELDS: 346" @ T< 1/2" /4„ @ T< 3/4„ JOB # JPM19u15� /16r @ T>3/4 r DATE: 2/25/2020 13. WELDING PROCEDURE SPECIFICATIONS (WPS) FOR SHOP AND FIELD PRE-QUALIFIED WELD JOINTS AND DRAWN BY: _ _ PM WELD JOINTS QUALIFIED BY TEST SHALL BE PREPARED FOR REVIEW PRIOR TO FABRICATION. ALL CHECKED BY: AS WELDING PROCEDURE ITEMS SUCH AS BASE METALS, WELDING PROCESSES, FILLER METALS, AND JOINT DETAILS THAT MEET THE REQUIREMENTS OF AWS D1.1, SECTION 5.1 SHALL BE CONSIDERED MODEL PRE-QUALIFIED. ANY CHANGE OR SUBSTITUTION THAT IS BEYOND THE RANGE OR TOLERANCE OR REQUIREMENTS FOR PRE-QUALIFICATION SHALL BE QUALIFIED BY REST PER AWS D1.1 SECTION 5 PART DRAWING STANDARDS v20.2 B. QUALIFICATION TESTING IS REQUIRED WHEN THE DEPTH OF A PARTIAL PENETRATION OR COMPLETE PENETRATION WELD IS 2" OR GREATER. SHEET TITLE 14. FOR NONDESTRUCTIVE TESTING OF WELDED CONNECTIONS EXCLUDING PRIMARY MEMBERS OF STRUCTURAL MOMENT RESISTING FRAMES: 14.a. WELDED CONNECTIONS SHALL BE TESTED BY NONDESTRUCTIVE METHODS FOR COMPLIANCE WITH AISC 12, AND JOB SPECIFICATIONS. ULTRASONIC TESTING SHALL BE IN ACCORDANCE WITH & NOTES AWS D1.1, ASTM E164 AND ASME SECTION V. RADIOGRAPHY SHALL BE IN ACCORDANCE WITH NOTES AWSD1.1, ASTM E94 AND E99, AND ASME SECTION V. THIS TESTING SHALL BE PART OF THE r I I A H I O ^N' SPECIAL INSPECTION REQUIREMENTS OF IBC SECTION 1704.3 PERFORMED BY AN APPROVED SPECIFICATIONS INDEPENDENT TESTING LABORATORY AS FOLLOWS: SHEET NUMBER 14.a.1. BASE METAL THICKER THAN 1 INCH WHEN SUBJECT TO THROUGH THICKNESS WELD SHRINKAGE STRAINS. 14.a.2. ALL COMPLETE JOINT PENETRATION GROOVE OR BUTT WELDS. 14.a.3. ALL PARTIAL JOINT PENETRATION GROOVE WELDS WHEN USED IN COLUMN SPLICES. F\J 1 14.b. ANY MATERIAL DISCONTINUOUS SHALL BE ACCEPTED OR REJECTED ON THE BASIS OF DEFECTRACTING IN ACCORDANCE WITH THE (LARGER REFLECTOR) CRITERIA OF AISC J2. GENERAL FOUNDATION NOTES 1. THE CONTRACTOR TO COORDINATE STRUCTURAL PLANS WITH ARCHITECTURAL FOR BEST INSTALLATION I INSTRUCTIONS. NOTIFY STRUCTURAL ENGINEER AND/OR ARCHITECT OF ANY PLAN DISCREPANCIES. 2. REFER TO MAIN FLOOR ANCHORAGE PLAN FOR EQUIPMENT INFORMATION ABOVE 1 p , 3. REFER TO STRUCTURAL DETAIL SHEET SD1 FOR SPECIFIC AND STANDARD DETAIL TYPES 4. COLUMNS SHOWN ON THE FOUNDATION PLAN ARE THOSE DIRECTLY CONNECTED TO THE FOUNDATION _ WITH A POST BASE CONNECTOR PER DETAIL SHEET 5. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL MEASUREMENTS AGAINST THE ARCHITECTURAL PLAN SET. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE EOR AND DESIGNER BEFORE FORMING AND/OR POURING CONCRETE. EXISTING CONSTRUCTION NOTES: Ull I 1. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING JOB CONDITIONS, REVIEW ALL DRAWINGS AND VERIFY DIMENSIONS, ELEVATION, AND MEMBER SIZES PRIOR TO CONSTRUCTION OR MATERIAL PURCHASE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD IN WRITING OF ALL DISCREPANCIES AND EXCEPTIONS BEFORE PROCEEDING WITH THE WORK. 2. THE REMOVAL, CUTTING, DRILLING, ETC. OF EXISTING CONSTRUCTION SHALL BE PERFORMED WITH GREAT CARE IN ORDER TO NOT JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDING STRUCTURAL SYSTEM. IF STRUCTURAL MEMBERS OR MECHANICAL, ELECTRICAL, OR ARCHITECTURAL FEATURES NOT INDICATED FOR REMOVAL INTERFERE WITH THE NEW WORK, THEI ENGINEER OF RECORD SHALL BE IMMEDIATELY NOTIFIED AND PRIOR WRITTEN APPROVAL SHALL BE OBTAINED BEFORE REMOVAL OR MODIFICATION OF MEMBERS. B 7- 3. THE CONTRACTOR SHALL PROMPTLY REPAIR DAMAGE TO EXISTING FRAMING CAUSED DURING L CONSTRUCTION WITH SIMILAR MATERIALS AND WORKMANSHIP. CONTACT THE ENGINEER OF O _iok_) , RECORD TO VERIFY THE PROPOSED REPAIR SOLUTION. n fY Q DEMOLITION SHORING NOTES: w fr 0_ 1. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OF ALL DEMOLITION WORK AND FOR PROVIDING ALL NECESSARY TEMPORARY SHORING, BRACING AND PROTECTION AS NECESSARY FOR SAFETY, STABILITY AND PROTECTION OF ALL EXISTING ELEMENTS AND STRUCTURE TO REMAIN. TEMPORARY SHORING AND BRACING SHALL BE ADEQUATE TO RESIST ALL APPLIED LOADS INCLUDING DEAD LOAD, LIVE LOADS, SNOW LOADS AND CONSTRUCTION LOADS, TO 9_ -i PROVIDE STABILITY, AND TO PROVIDE FOR RESISTANCE TO WIND AND SEISMIC FORCES UNTIL ANY M _ _ ' I I - - REQUIRED MODIFICATIONS TO THE STRUCTURE ARE COMPLETED. �� r1 II - I r Cil ) I I = , N W II I I Co I— MOP i: SINK HEAVY EQUIP. f PER ARCH. SEE SHEET 52.0 2 a gti W SEE PLUMBING 4 -I x C4 I F FOR ANCHORAGE SD1 DRAWINGSCN 1 o I l ..: i 'L _ ._ _ T 0 0 a o I. IL r f ;tM,F•:*. 700 LBS 111. .. •-... v* f • t s.f..;1 L•••i Z 5} • IL �y I:� •.r,.yr �•j .f Y •-. `. A: LA,.7.A• . , "•c•• � :Il,: 4 •`•,s. ; _..•:4 w.7 .•.•'.. •'.; !• . .. L-_� �.. • I CO O VP 0 et t. Z . .:.•� 1::4N} 1 Eroo LBS L ` 0 SD1 . .• _ _ W rt Ci- In 111111.111171 • - •� _ t a :,. _ ' 1 �174� , •:. W a 'O C' phfill CO \1742LBS' _" Z 12 ao % ••• Z l nn HEAVY EQUIP. - W 2 ' '.�. Q MI4 ,.. SD1 - : Cl)SEE SHEET 52.0 Z illie !:t. FOR ANCHORAGE I IICC IME I Ch 11-I.'. •• •M71 R▪•t ti (111) %NO 1 3571 LB :�� 1 I '' ' IMMII: 11:1:::1 1 - - { �D9 �'• SD1 I ▪% � HEAVY EQUIP. 'd ARCHITECT/ ENGINEER OF RECORD 71 SEE SHEET 52.0 1 - el FOR ANCHORAGE I l II II II- I 1 s ■ I CULLUMBER ENGINEERING 1 AND DESIGN INC 1 Ah - I 9 16-25 I -9798 ISD1 WWW.CULLUMBERENG.COM I I - - - J 1 1 SUITE I 1 _ 1 #300, ROCKLIN, CA 95677 nii 1 4 I 1 These drawings and specifications are the confidential and proprietary property of JP Morgan Chase and shall not be copied or reproduced without written 2D1 I authorization. The contract documents were prepared to use on this specific site in conjunction with its issue date and are not suitable tor use on a different ` . site Of at a later time. Use of these drawings for reference or example on 1\\ ' another project requires the services of properly &ceased architects and engineers. Reproduction at the contract documents for reuse on another 1 project is not authorized. ,.._:____SD1 GRADE BM TO REMAIN 2 Er--� SD1 21 I I - SEAL 4 1.'.11...-4.t •-. o. • w: •� : .1+• _ • 2_ ,t :- •lii 1742 LBS$ I— SD11 - .. •..•: .# ;`,.1,..... :.�'t., •••rd.%7:• 1 I I 11886 LBt J .r -.-1,\--ri HC, -1 E I �'•.••:. ... . f •;it. . +•21.41 .....•%4...•46 .4 • i -..' .•: I { — - ��R�D PROF�S,S y. (N) 6X4X5/6 HSS COLUMN - 1 (N) 6X4X5/16 HSS COLUMN 94136PE HEAVY EQUIP. - I I SEE SHEET 52.0 OR ON i 15'-10" FOR ANCHORAGE �j�;' ` 47 . • T1 7 0 i 4 ISSUE DATE DESCRIPTION A6/8/20 Planning comments A 6/2/20 Proto 20.2 Updates 4/30/20 Issued for Bid 4/20/20 Submittal Set 4/10/20 80% Review Set PROJECT INFORMATION BLOCK JOB # JPM19015.0 DATE: 2/25/2020 DRAWN BY: PM CHECKED BY: AS MODEL DRAWING STANDARDS v20.2 SHEET TITLE FOUNDATION PLAN FOUNDATION PLAN SCALE: 1/4" = 1'-0" SHEET NUMBER S1 . 0 GENERAL FLOOR NOTES 1. THE CONTRACTOR TO COORDINATE STRUCTURAL PLANS WITH ARCHITECTURAL FOR BEST INSTALLATION _ INSTRUCTIONS. NOTIFY STRUCTURAL ENGINEER AND/OR ARCHITECT OF ANY PLAN DISCREPANCIES. 2. REFER TO STRUCTURAL DETAIL SHEET SD1 FOR SPECIFIC AND STANDARD DETAIL TYPES 3. COLUMNS SHOWN ON THE FOUNDATION PLAN ARE THOSE DIRECTLY CONNECTED TO THE FOUNDATION1 WITH A POST BASE CONNECTOR PER DETAIL SHEET 1 _ 4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL MEASUREMENTS AGAINST THE ARCHITECTURAL PLAN SET. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE EOR AND DESIGNER BEFORE FORMING AND/OR POURING CONCRETE. 5. WOOD LIGHT GAUGE METAL STUD FRAMING NOTES: REFER TO NOTES ON STRUCTURAL PLAN SHEET SN1 IA EXISTING CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING JOB CONDITIONS, REVIEW ALL DRAWINGS AND VERIFY DIMENSIONS, ELEVATION, AND MEMBER SIZES PRIOR TO CONSTRUCTION OR MATERIAL PURCHASE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD IN WRITING OF ALL DISCREPANCIES AND EXCEPTIONS BEFORE PROCEEDING WITH THE WORK. 2. THE REMOVAL, CUTTING, DRILLING, ETC. OF EXISTING CONSTRUCTION SHALL BE PERFORMED WITH GREAT CARE IN ORDER TO NOT JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDING STRUCTURAL SYSTEM. IF STRUCTURAL MEMBERS OR MECHANICAL, ELECTRICAL, OR ARCHITECTURAL FEATURES NOT INDICATED FOR REMOVAL INTERFERE WITH THE NEW WORK, THE I ENGINEER OF RECORD SHALL BE IMMEDIATELY NOTIFIED AND PRIOR WRITTEN APPROVAL SHALL BE OBTAINED BEFORE REMOVAL OR MODIFICATION OF MEMBERS. 3. THE CONTRACTOR SHALL PROMPTLY REPAIR DAMAGE TO EXISTING FRAMING CAUSED DURING B Cp.- i CONSTRUCTION WITH SIMILAR MATERIALS AND WORKMANSHIP. CONTACT THE ENGINEER OF 0 RECORD TO VERIFY THE PROPOSED REPAIR SOLUTION. 0 w ix c DEMOLITION SHORING NOTES: 16_ a 1. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OF ALL DEMOLITION 1 I WORK AND FOR PROVIDING ALL NECESSARY TEMPORARY SHORING, BRACING AND PROTECTION AS NECESSARY FOR SAFETY, STABILITY AND PROTECTION OF ALL EXISTING ELEMENTS AND STRUCTURE I I TO REMAIN. TEMPORARY SHORING AND BRACING SHALL BE ADEQUATE TO RESIST ALL APPLIED LOADS INCLUDING DEAD LOAD, LIVE LOADS, SNOW LOADS AND CONSTRUCTION LOADS, TO i: ! 'i 1PROVIDE STABILITY, AND TO PROVIDE FOR RESISTANCE TO WIND AND SEISMIC FORCES UNTIL ANY IFr — -- — l; REQUIRED MODIFICATIONS TO THE STRUCTURE ARE COMPLETED. �� N _ W IIi w ii. I}jI I I in I I . ,. .. ,, ,. ,. I EQUIPMENT ANCHORAGE SCHEDULE xxx • M �- W 1 7 NAME QTY WEIGHT OM � M - ANCHORAGE DESCRIPTION DETAIL CALLOUT O 44 mil = N TYPE QTY hnom SURFACE \� r--z r--� IT i i1 - - - - C - - - ♦ 1 � a � VZ. - - - au Ji r � L ,-, r� ,� __ ..-, !� � " l i 3.„ 2.5" 20/SDI O ___1___iO ( ! — _ - — — — — I ATM 3 1,742 LB g TITEN HD 4 (E) CONC. SLAB { I 1 4 ANCHOR PER ATM N U. C a JOH c0 1- • • - i _ _ _,::1 I CHEST 1 3,577 LB N/A (E) CONC. SLAB ANCHORS NOT REQ'D CO CI DI. LIGHT APPLIANCES I RACK ���; I { rl iX V i rr PER ARCH PLANS ILd__ RACK 2 700 LB % T1TEN HD 4 2.5" (E) CONC. SLAB 19/SD1 0 36] ' ill 4 ANCHOR PER RACK CI Z 14:: O � AHD 1 1,886 LB N/A (E) CONC. SLAB ANCHORS NOT REQ'D It W '''''''''''\:,_.,,... ,, /I �� IX , DAY SAFE 1 1,157 LB N/A - - (E) CONC. SLAB ANCHORS NOT REQ'D gg 0 E.°iiii ,-- — --.. -- ----. / 1 1 1 ---, ...--- '--. V. --1\ 1 Ctii Lill 4 v) ,,,,c I 1- - - - - [.. r N 1 \ > %4:1 0 1 �/ �1 I �� - - - i �\ �' �\`C _� �-�` EQUIPMENT OVERALL DIMENSIONS (W X D X H]: iP) N c-- 1 ��-� 1 O Z C2---) OA. . .� � 0; 1-- ATM 41.7" X45.5" X61.8" ~ ��� \ \ \ r1Z ti CHEST 38" X 26" X 72 �y ‘ RACK 24" X15" X 84" 11111 r - AHD 24" X 37" X 48" a �\ 1' 1 ATM \\ CI)DAY SAFE 26" X 26" x 24" Z / \ —, 111 1 \ 1 + ---- 111:1: im • - 111111r.rit... a„,,_ _, ___.---, 0 j7J:1 I 11 , /I I / / r 1 / I f / L-�=—� — CHEST ,A ^S 1111 ,'1 111i {�;, I--1rt U ARCHITECT/ENGINEER OF RECORD [III -_-- — GO Ill hf ,;• :iIIII /d 1-tt III 1II II II1II ■ ■ 11 11 U fl 1 I CULLUMBER ENGINEERING 1EI{I AND DESIGN INC __`'�_�,I I, al L 9 I G-25 I-9798 H WWW.CULLUMBERENG.COM a I---M n IIIIIIIIIIIIIIIIIii __ 6930 DESTINY DRIVE SUITE �� 1 I f l // ,� I I \\V I I I// .: -- Citi ___,/ I I t= � #300, ROCLIN, CA95677 • l• 4 IiIl - \ = � 11 \ — — 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 tor use on this specific srte n on i e ate d are nt 1 site lorcot tanlatler fi .li of thesendrawingst suitable to, referencuse on a e ar examrpleeon ` DAY SAFE ATM another project requires the services of property teemed architects and NEW OPENING F 0 R -------, engineers. Reproduction of the contract documents for reuse on another project is not authorized. FRONT ENTRY ��v. t • ',� AHD -- j '-')._ J r1.8- // `\ 1 Li/r ,' �� i ' I SEAL I 1- -( ` .:— . 1..„),\\\_ i � y ' n _ I . 1 - - - - - - - —_ _I JJ - 7ell- - E PR l vo II i I i - i I - ��� Q OFES„:::, \\c.,1 N et. S (N) 6X4X5/16 HSS COLUMN1P\— (N) 6X4X%6 HSS COLUMN \ NEW OPENING FOR 94136PE WINDOW OR ON w...-2., 0." ;if. Piri — / 40744,41.C.' ir;_1, ,WS::i 1! ;; I ! 0 ISSUE DATE DESCRIPTION A6/8/20 Planning comments A 6/2/20 Prato 20.2 Updates 4/30/20 Issued for Bid 4/20/20 Submittal Set 4/10/20 80%Review Set PROJECT INFORMATION BLOCK 7 JOB # JPM19015.0 DATE: 2/25/2020 DRAWN BY: PM CHECKED BY: AS 1 MODEL DRAWING STANDARDS v20.2 SHEET TITLE MAIN FLOOR MAIN FLOOR ANCHORAGE PLAN ANCHORAGE PLAN SCALE: 14" = 11-0" SHEET NUMBER S2 • O GENERAL CEILING NOTES 1. THE CONTRACTOR TO COORDINATE STRUCTURAL PLANS WITH ARCHITECTURAL FOR BEST INSTALLATION INSTRUCTIONS. NOTIFY STRUCTURAL ENGINEER AND/OR ARCHITECT OF ANY PLAN DISCREPANCIES. dill i 2. REFER TO STRUCTURAL DETAIL SHEET SD1 FOR SPECIFIC AND STANDARD DETAIL TYPES 3. COLUMNS SHOWN ON THE FOUNDATION PLAN ARE THOSE DIRECTLY CONNECTED TO THE FOUNDATION WITH A POST BASE CONNECTOR PER DETAIL SHEET _ 4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL MEASUREMENTS AGAINST THE ARCHITECTURAL PLAN SET. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE FOR AND DESIGNER BEFORE FORMING AND/OR POURING CONCRETE. IIII 5. ALL ROOF TOP MECHANIAL UNITS ARE EXISTING - NO CHANGE 6. LIGHT GAUGE METAL STUD FRAMING NOTES: REFER TO NOTES ON STRUCTURAL PLAN SHEET SN1 • , U1111 I B C_A , ° LSIi fl I I I 1 Ir _ „ i . ,. , -4 Cil 11 � !r - _ � H _ - - 11 .. • N W � I 00 H 1 1.1 In 1CIE 1 ( _, �� SD1 � , a W_ C9) oQ MD -1 Z N [ N .I. , ,,, 0 0 4 u 1. _____L _ 1 , E <=1 STOREFRONT 9 I 1 Q a E._`..I i WALL SD1 11 V Ce C l r � Z ao iii _ � � -�_ 0 10 - SSD� O d SD1 • 1111111111111101 • * \\__ CEILING UNIT -- -- -- -. _�_ _ _ _ _ 1111— _ _ _� _ _ �_ _ 11 _�� _ _ _ < \\\11 sD1 N W Q N a 1 l 1 l iI�, (12 " - - - - - Z CI FULL HEIGHT � � . SD1 I 0 '"^ PARTITION Z r WALL CEILING UNIT LJ li Cill-- , PARTITION I la,.... ,.., f a / D1 J WALL \ / (1) Z ICE _ 1111.1 , I - - _ f (E) GABLETRUSS �11� I co _ . _ ..`� _ �r. _ �.. _ .�..� __ ._ _ r„^ �— __ __ __ __ — — � _ ,,.�. _ �. , ,ILm. 1 @ 24" O.C. 5D1..:._) ri-D , , (N) RTU TYPCI) SD1 j - -I--- 'I-�;I 1--12 � — -. - - - d IIVI I IIWVuIIWWIIIIu�IVIIViWVhdIIJViYiliIVIWII i ARCHITECT/ ENGINEER OF RECORD �6.-- 4111 , ` i SD1 1 — — � � J „1 E' LI — — _ _ _ _ _ _ _ _ _ _ _ _r_ _ - I f �� 22 (E) GABLE TRUSS �r r ;II11111111111101 , in.L SD1 \ CEILING UNIT @ 24" 0.C. �I CULLUMBER ENGINEERING _' AND DESIGN INC �10 �11� I _ 1 1 , PARTITION STOREFRONT 1 I (E) BEAM SD1 WALL WALL l 9 I G 25 19798 1 1 .,.._51:11)_ 1 VW W.CULLUMBERENG.COM / 1 1 I • ,1 -_ :! - _.. ,,, - = - 6930 DESTINY DRIVE SUITE I I i __ 1 I I #300, ROCKLIN, CA 95677 ii111 i9� • �SD� Jill These drawings and sped{Karions are the confidential and proprietary property �' r �""- �- _ ! ` _ V • I 4 of JP Morgan Chase and shall not be copied or reproduced without written�-1 authorization. The contract documents were prepared fa use on this specific I i 1 site in conjunction with its issue date and are not suitable for use on a different I - 11 site or at a later time. Use of these drawings for reference or example on 1 , another project requires the services of properly fcensed architects and engineers. Reproduction of the contract documents for reuse on another \ I 9 STOREFRONT I I I I projearisnalautharized. '10 SD1 WALL \ 10 -- � SEAL SD1 MIa I; 1‘ ii (N) 6X6 HEADjER llI � - - - 11 _ 4 J _ (E) BEAM 1 - - _ _ _ _ _ _ .� _ _� _ _.__ - -.� .(E) GLU-LAM TRUSS — — — — — — — I I; I _ _ CO ���� G1Nt S`S/p @8'-6'r O.C. 23 (N) 6X4X5/16 HSS COLUMN (N) OPENING IN 94136PE ► I 17 (E) CMU WALL SD1 I SD1 (N) 6X6X5/6 HSS BEAM 5 Vi`i?R ON' r (N) 6X4X/6 HSS COLUMN ____ _ppL F• i ia A P4P....-- Oy or/ 7 r--- ----AVI J ()3.1]) 1E .I0 ISSUE 1 DATE DESCRIPTION A6/8/20 Planning comments A 6/2/20 Proto 20.2 Updates 4/30/20 Issued for Bid 4/20/20 Submittal Set 4/10/20 80% Review Set PROJECT INFORMATION BLOCK JOB # JPM19015.0 DATE: 2/25/2020 DRAWN BY: PM CHECKED BY: AS MODEL I DRAWING STANDARDS v20.2 SHEET TITLE CEILING ATTACHMENT CEILING ATTACHMENT PLAN PLAN SCALE: 1/4rr = 1r_0rr SHEET NUMBER S3 . O -1\i- 0 --1-- TRACK -.��- V © © BELOW TRACK BELOW 0 © #6 GA. SCREWS • #6 GA. SCREWS AT 30" O.C. STUD LT. GA. STEEL 11111 �, __ 4 © ! _ 1 AT 30" O.C. STUD TO STUD STUD PER PLAN Y _. - DEMISING WALL 1 TO STUD D • (NON-BEARING, y� ` , 1 1 NEW CONCRETE PATCH 18" - #5 REBAR NON-SHEAR WALL) fl ,, , VERTICALLY AT \ r DOWEL AT 24" O.C. STEEL TRACK 70 SLAB W/1'q" STEED STUD PER ARCH. PLANS0 t j I' I TYPICAL STUD IILLI SEAMS / 1 rr 2_12 TYPICAL STUD GRANULAR FILL & NEW VAPOR • DRILL AND EPDXY X 13/4" TITEN HD @ 48" 0.C. �' �� �► I I `- TYPICAL STUD �8 RETARDER. LAP 6" DOWEL INTO (SHORE OFF ANCHOR STUBS AT "� i © ��`•' OR TRACK TYPICAL CORNERS ANCHOR BOLT CONCRETE SLAB/- REMOVED WALLS) 0 0 © i PER G.S.N. CONCRETE SLAB ii -��- TYPICAL STUD __\/\__ %II' oI 1/4 MIN FLEXIBLE SEALANT (OPTIONAL) 0 0 (3) 16d #6 GA. SCREWS #6 GA. SCREWS TRACKL • c PER BLK BELOW �� AT 30" Q.C. STUD AT 30" O.C. STUD a4 - TO STUD 6,7 IL a 1, _. TO STUD i 6 / - - i r - . [ � _ - - - - 1 ili. r LT. GA. STEEL TRACK PER PLAN j ji 1 ;,. 9:1. 91I „,_ SLAB ON GRADE BY OTHERS �_ TYPICAL TYPICAL STUD TYPICAL STUD TYPICAL -\-- -- ���� STUD OR TRACK STUD • EA. STUD © TYPICAL STUD 3/4 1'6j \ I O SEE NAILING SCHEDULE OR TRACK -1\/—_ TYPICAL INTERSECTIONS 0 0 SLAB SPLICE DETAIL 1 PARTITION STEEL STUD WALL TO CONC. SLAB 2 TYPICAL WOOD NAILING EXAMPLE - WHERE OCCURS 3 TYPICAL STEEL STUD WALL CONNECTIONS , 4 MULTIPLE STUDS/ COLUMN- WELDED 5 Q f2i_ I LU Ce CONT. LT. GA. TOP STUD TO ROOF STRUCTURE `� PER DETAIL 15/SD1 L 4 X 4 X14GA. X 8" LONG BIG LEG .0TRACK PER PLAN 1 1/2"X16 GA. COLD ;. TRACK TO JOISTS OR BEAM W/ (2) �g,r , 50" ` (AT TOWER SEE 2/5D2) BRACE TO LEG TRACK #10X2" TEK SCREWS ROLLED AT O.C. ( . , `///////�//////////���/i W/ (4) #10 TEK LT. GA. TOP (1) #10X3/4" LONG ,� SELF DRILLING TEK 1 SCREWS CONT. 14GA. TRACK TO */1.14111.1. TRACK PER PLAN / i JOISTS OR BEAM W/ (2) _ SCREW EACH SIDE 3/8,, 3 „ CEILING �\. STUD TO ROOF � .� /�/�/„///�`/"�/� #10X2" TEK SCREWS @ 24” CII 2X12X12 OF STUD , /q / , STRUCTURE PER - GA. STRAP LT. GA. STEEL STUD STRUCTURE ` \\ 450 . DETAIL 15/SD1 O.C. lfr\ CEILING IrV LIGHT GAGE METAL STUD WALL \ \ ' EQ. TCEILING EWER SEE STRUCTURE �l CONT. 18 GA. TOP TRACK N '� PER PLAN co MIII BRACE @ 48 O.C. REQUIRED •\ WALL STUD , WELD / '1OFOR WALLS GREATER THAN \ (1) #10 16 t (4) #10 TEK SCREWS METAL STUD WALL BRACE @ 4SIM r: PER PLAN 1 ) 2 12 \ DOUBLE ► SCREW 10-FT (MIN. 6005162-43 AT . D.C. REQUIRED FOR WALLS \ DRIFT CLIP DSLD BY THE STEEL in <IC.,„". LT. GA. STEEL STUD /8 STUDS TYP. / , EACH SIDE TOWER) �. METAL STUDS GREATER THAN 10-FT NETWORK, INC. OR • el )0- , ._.. (1) #10-16 SCREW \ L1 1/2"X1 1/2" END @ \, EQUIVALENT AT EVERY STUD ` 16" O.C. (MIN. In 6" 18 GA.xCONT. BLOCKING W/ \ 0. EACH SIDE, EACH STIFFENER TO MATCH DOUBLE STUDS ... L1 1/4X1 WITH HORIZONTALLY SLOTTED la (2) #10 TEK SCREWS EACH STUD 6005162 43 AT 6" 18 GA.xCONT. BLOCKING W/ \" HOLES ON HORIZONTAL LEG CO FLANGE STUD GAUGE ATk•-•....,, WHERE SHOWN ON N� /4X16GAX1/2" TOWER) = N PUNCH OUT LOCATIONS PLANS & DETAILS 16 GA. SHORTER THAN : (2) #10 TEC SCREWS EACH STUD AND VERTICALLY SLOTTED Q a mil ANCHOR BOLT PRE-NOTCHED STUD WIDTH AT EQ 6" I HOLES ON VERTICAL LEG t ] r.N PER G.S.N. "SPAZZER" BAR AT EACH STUD 6" / 14GA. TRACK W/ (2) ----�---- -� -A ' O 4) 60" O.C. INSTALL „ �� #10 TEK TO STUD ! (4) #10 TEK SCREWS N Q� CEILING PANELS PER o LT. GA. STEEL / �� PER MFR. SPEC'S L.T. GA. STEEL FLANGEYTRACK PER PLAN CEILING PANELS PER ARCH. PLANS METAL STUD PARTITION CO1�/ '! STUD PER PLAN V (1) #10X3/4" LANG SELF LT. GA. STEEL ARCH. PLANS7,-714 BOXED HEADER TO TRACK I WALL PER ARCH. PLANS O DRYWALL PER ARCH. PLANSCf) Z - (1) #10X3/4" LONG DRILLING TEK SCREW EACH STUD PER PLAN DRYWALL PER ARCH. PLANS - W/ (2) #10 SCREWS @ 12" �- Q SELF DRILLING TEK SIDE OF STUD * 0 SCREW EACH SIDE - O.C. 11111 rg OF STUD /8 I 1 STOREFRONT PER ARCH. Ie Lim ILI .4 v) a TYPICAL SPLICE IN TOP TRACK & 6 TYPICAL STEEL STUD TO TRACK 7 BRIDGING ATTACHMENT I 8 STOREFRONT SOFFIT WALL FRAME 9 PARTITION METAL STUD WALL CONDITION 10 STUD WALL TO SILL TRACK ATTACHMENT Z CI ap - o .� I L 4 X 4 X14GA. X 8" LONG BIG LEG ROOF SHT'G / PROVIDE ADDITIONAL 2X6 JOIST ASZ r BRACE TO LEG TRACK TRACK TO JOISTS OR BEAM W/ (2) W W/ (4) #10 TEK i (E) 2X6 OR BEAM ,� NEEDED FOR NEW SOFFIT STUDS TO � r #10X2" TEK SCREWS SPACE AT 16" O.C. STEEL BRACE CEILING TO JOISTS SCREWS OR BEAM W/ (2) #10X2" TEK - / 1 (I) Z STRUCTURE @ 24" O.C. / �� A ����������`��������`�Nfr‘----F-1.--CHOR BOLT P STUD & BRACE TO ROOF I STUD & BRACE TO ROOF STRUCTURE PER DETAIL 15 \ * ‘\___ STRUCTURE PER DETAIL 18 Z CEILING \ 0111)STUD TO :,/,/ 0 . / ////�� / STRUCTURE PER DETAROOF STRUCTURE �� — SOFFIT STUD OR BRACE TO `� IL 15 -!------ METAL STUDS @ 16" O.C. `\ 45 ` STRUCTURE W/ (4) CLIP BRACE STL STUD BRACE @ DEPTH VARIES METAL STUD EA. CELL. JOIST TO �. ACCOUSTICAL CELL. PERP. TO FRAME #10X11/" TEK SCREWS 3 #10 TEK SCREWS METAL STUD WALL BRACE @ 48 BRACE @ 48" �, ( ) PANELS - REFER TO FLANGES, BEND 48" 0.C., PER ARCH. l� O.C. REQUIRED FOR WALLS ` -1----- - 14GA. HORIZ. STRONG BACK BULKHEAD STUD W/ (4) ` ARCH PLANS WEB FOR ATTACH. 45��`45' ALTERNATE SIDES PLANS O.C. C GREATER THAN 10-FT �. STUD #10 TEK SCREWS • • ' 6" 2X6 BTWN (E) JOISTS BRACE TO CLIP BRACE FLANGE & • � _ ROOF SHT'G ARCHITECT/ ENGINEER OF RECORD WALL TRACK BEND WEB FOR ATTACH. GRID CELL. PER ARCH. WOODEN PANELS & (4) #10 TEK SCREWS STEEL STUD (E) 2X6 OR BEAM W/ LU26 HANGERS @ W/ ( ) CEILING FINISH PER ARCH FRAMING INSIDE FRAMING PER PLAN 16" O.C. 4 #10 TEK J - �� i DRYWALL PER ARCH. PLANS 6" I CEILING PANELS PER ARCH. PLANS CONT. 14GA. BOOTH 6" O MIN. PLANS �iiiiiiiiow.z ' iii�iifiiiiii I _- " "''''''''''' STEEL STUD FRAMING BOTTOM TRACK \ In01110° 1+!_. :PER PLAN /1 14GA. TRACKW/#10 TEK TOI CULLUMBER ENGINEERING CONT. 18ga MIN. TOP TRACK `� --- -- DRYWALL PER ARCH. *V .E., .. WOODEN PANELS & - STUD FLANGE mow" PLANS 14GA. TRACK W/#10 TEK TO FRAMING INSIDE BOOTH I -.)",-- SOFFIT STUD OR BRACE TO i AND DESIGN INC PARTITION WALL PER ------- --1,- _ DRYWALL PER ARCH. PLANS STUD FLANGE PER ARCH. PLANS BLK'G W/ (4) #10X11/2" TEK ARCH. PLANS SCREWS 9 I G-25 I -9798 NOTE: WWW.CULLUMBERENG.COM SEE 10/SDI AS ALTERNATIVE PARALLEL TO FRAME ATTACHMENT 6930 DESTINY DRIVE SLAM- -- - - - - -- ' #300, ROCKLIN, CA 95677 I I PARTITION FRAMED TO CEILING HEIGHT OPTION 11 CEILING SOFFIT FRAME ATTACHMENT I 12 BULKHEAD FRAME ATTACHMENT - TYP. 13 BULKHEAD FRAME ATTACHMENT 14 CEILING SOFFIT FRAMING I 15 I 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 I 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 tot reference or example on I' ; another project requires the services of properly icensed architects and Iengineers. Reproduction of the contract documents for reuse on another p p• €€ project is not authorized. CLIP BOTTOM OF 3n (E) GABLE TRUSSv ---3'-54 '° SEAL (E) ROOF TRUSSES 2X KICKER - #12 TEKS @ 12" O.C., 53 -� - -5S„ ,____________4_ STAGGERED PER PLAN _ HSS JAMB PER PLANS (BACK) - 16d NAIL @ 12" O.C. 0 � o ,f ��� PROF£ 2X BOT. PL 5/g"0 TITEN HD W/ HNOM=4" SERVER RACK FRAME - op APP ZOX. 63" 1 ���� �,G I .5' 2X 2X BLK G FULL (N) 6X6X546 @ 24" O.C. BY OTHER 0 7'-0" 0 0 4 ik PE - - 0 o LENGTH OF HSS BM %z"0 THRU BOLT @ 24" O.C. (SINGLE SHOWN) , 41 6 r STROREFRONT -ir._r r I OR ON �� ...,_..4_ 1„ MIN a Iran �, ��F- •�` r L0,1—IAh 2 AN H 3” MIN. r 0l Vi/ •,�A� r —���Na,T2 Q� C OR 31-3-4„ 2,-2gpp I•�. 7 `� (E) AWNING ACCESS HOLE ` J I t 4X4 BLK'G @ f BOXED HEADER TO • 24” O.C. (N) 2X6 LEDGER CEILING FINISH FRAME TO CONC. ° , °ik \ USE OUTER BLK'G W/ (2) #10 PER ARCH '-- EXTERIOR CMU FACE SLAB ANCHORAGE I ANCHORAGE PER PLAN �' SCREWS @ 12 D.C. -fil= o o ONLY o n° (4 ANCHORS STOREFRONT — 10" MAX) ' ISSUE DATE DESCRIPTION PER ARCH. -1 _6 ± *MIN. ' (FRONT) FRONT SIDE - - HSS BM 17 HSS JAMB 18 SERVER RACK ANCHORAGE I19 ATM ANCHORAGE 11 20 I - — LINEOF EQUIP. - SEE ROOFI A 6/8/20 Planning comments / PLAN (--17� A 6/2/20 Proto 20.2 Updates00/ HSS6X6X5/16 - RTU TO PLATEFORM W/%4" SD1 4/30/20 Issued for Bid SDS @ 24" O.C., MIN. (2) 4/20/20 Submittal Set n PER SIDE I 4/10/20 80% Review Set v___ II IIS 1 T.O.(E)CMU PROJECT INFORMATION BLOCK i CURB COVER AND FLASHING \ JOB # JPM19015.0 EXISTING \�i/4 ��4 DATE: 2/25/2020 5 "0 TITEN HD W/ HNOM=4" DRAWN BY: PM l`. H5S6X4X5/6 CHECKED BY: AS 2'-0" . O.C. `N MODEL TYP. 18 LE 18 DRAWING STANDARDS v20.2 _ SD1 SD1 SHEET TITLE ANCHOR ACCESS N 7 \ OPEING 4"H X 31'W (E) CURB AND FRAME 1 / 1 BELOW NO CHANGE _ / STRUCTURAL 6" ,,4I/ P 1j4" THK BASE cAP \ t / / I I� AT BOT. OF COL. 21- 1-21 DETAILS _., ..,," \ BASE PL. W/ (1) 5/"0 TITEN 3" \- (E) FND SD1 SD1 8 SHEET NUMBER HD W/ HNOM=4" • HSS JAMB AT BASE 21 MECHANICAL CURB ATTACHMENT I 22 OPENING IN CMU WALL 23 I SDI 1 1