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Plans (18) BUP2021 -00079 OFFICE COPY OFFICE COPY - -- -- AFICEIVED OWNER AND CONSULTANTS SHEET INDEX aR 3 0 .021 OILPROPERTY OWNERIMANAGER PROJECT OWNER CONSTRUCTION PROJECT MANAGER: C1 OFT ARD NTN PACIFIC,LLC JP MORGAN CHASE BANK,N.A. CBRE DRAWINGS ISSUED DING VISION _ 15005 NW CORNELL ROAD 24085 EL TORO RD.,FLOOR 2 CONTACT: TROY GALLAGHER BEAVERTON,OR 97006 MAILSTOPI CA2-5116 PHONE: (360)690-6732 CONTACT: LILLIANOGAN HILLS,CA 92653 E-MAIL 1roy.gallagher@cbre.com - CONTACT. PHONE: CONTACT: JOEHERNANDEZ Ti E-MAIL:. PHONE: (602)703-3816 GENERAL DRAWINGS . ARCHITECT: STRUCTURAL ENGINEER: MECHANICAL/ELECTRICAL/ A00 COVER SHEET •-- KEN MOCRACKEN,ARCHITECT CULLUMBER ENGINEERING AND PLUMBING ENGINEERS: AD.1 REFERENCED SITE PLAN • 3860 BROADWAY STREET,SUITE 110 DESIGN,INC ROBISON ENGINEERING [: HASE AMERICAN CANYON,CA 94503 69W DESTINY DRIVE,STE 300 19401 40TH AVE W.SUITE 302 A0.1.2 EGRESS PLAN&PROJECT DATA INFORMATION • IM CONTACT: ARIANE SANDERS ROCKLIN,CA 95677 LYNWOOD,WA 98036 A0.21 ACCESSIBILITY SHEET PHONE: (707)6554320 CONTACT: DAVID GORETOY CONTACT: SHANE McCLURE E-MAIL .P,Y ACCESSIBILITY SHEET • MIL:asanders@pmdginc.com PHONE: (916)251.9798 PHONE: (2D6)3643343 E-MAIL:dg0retoy@cullumbereng.00m E-MAIL A0.23 ACCESSIBILITY SHEET • smdure@robisonengineering.00m ARCHITECTURAL DRAWINGS ADA DEMOLITION FLOOR PLAN • TENANT M P V -OR . N AO 5 DEMOLITION REFLECTED CEILING PLAN A1.1 FLOOR PLAN • JURISDICTION CONTACTS A1.2 PLAN o A1.3 FURNITURE AND EQUIPMENT PLAN • OFFICES A1.4 REFLECTED CEILING PLAN • a PLANNING DEPARTMENT BUILDING DEPARTMENT _ w CITY OF TIGARD COMMUNITY PLANNING CITY OF TIGARD BUILDING DIVISION A1.5 ROOF PLAN • fL ADDRESS: 13125 SW HALL BLVD. ADDRESS: 13125 SW HALL BLVD. - - TIGARD,OR 97223 TIGARD,OR 97223 - A3.2.1 DOOR&HARDWARE SCHEDULES,DOOR AND WINDOW TYPES AND DETAILS _ _ . PHONE: (503)718-2421 PHONE: (503)718-2439 A3.3.1 VENDOR LIST,INTERIOR FINISH&FINISH MATERIAL SCHEDULE • CONTACT: ALBERT SHIELDS CONTACT: BUILDING PERMIT TECHNICIANS - - -- - - - 11690 SW PACIFIC HIGHWAY EMAIL: albert@bgard-or.gov E-MAIL: tigardbuildingpermds@tigardor.gov A9.3.2 FURNITURE&OFFICE EQUIPMENT SCHEDULE •' WATER DEPARTMENT FIRE DEPARTMENT A5.1.1 INTERIOR ELEVATIONS •--- - -- _ _- - - TUALATIN VALLEY WATER DISTRICT TUALATIN VALLEY FIRE&RESCUE A5.1.2 INTERIOR ELEVATIONS • 000%ADDRESS: 1850 SW 170TH AVE. ADDRESS: 11945 SW 70th AVENUE. - - BEAVERTON,OR 97003 TIGARD,OR 97223 A5.4.1 CEILING DETAILS •, N uj TIGARD , PHONE ENGINEERING EERI 00 PHONE TOM MOON77 CONTACT: ENGINEERING DEPT. CONTACT: TOM MOONEY-DEPUTY FIRE MARSHALL - - - - -- - - E-MAIL: engineering@tvwd.oiV E-MAIL: Thomas.mmney@Ivfr.com STRUCTURAL DRAWINGS SN1 STRUCTURAL NOTES&SPECIFICATIONS ELECTRICITY ENGINEERING&PUBLIC WORKS • PORTLAND GENERAL ELECTRIC CITY OF TIGARD ENGINEERINGIPUBLIC WORKS S1.0 FOUNDATION PLAN • CHASE OVP #38200P358243 ADDRESS: PO SW TLAND,SALMON ST. ADDRESS 13125 TIGARD, W HALL 897223 D. 0 - 53.0 CEILING ATTACHMENT PLAN • 3T PHONE: PORTLAND,OR 97204 T 03)71 OR 97223 SDI STRUCTURAL DETAILS . O i N ILE PHONE: ((503)"822-10503) 00 CONTACT:DA MAIL droO@tiga dorogov _ O GAS SEWER MECHANICAL DRAWINGS - NW NATURAL GAS CITY OF TIGARD PUBLIC WORKSISITE DEVELOPMENT MO-0 LEGEND,NOTES,SCHEDULES,DWG INDEX • 220 NW 2nd AVE. : 13125 SW HALL MOA MECHANICAL ILS uj ---- - -- -- - - ADDRESS: PORTLAND,DO)422.40OR971109 TIGPHONE: (503) RO�R°CH ON3VD. M2.0 MECHANICALCONATROLPLAN - - -_ - - - - --- -- -- <,. a,r. ,ae,w a E-MAIL: robin i and r. v M2.1 MECHANICAL FLOOR PLAN • - - O APPREVIATIONS RESPONSIBILITY MATRIX - OVERALL FURNISHED FURNISHED BY DQDRDINATED LOCATION MAP �'�� @tg -0 90 - - - - O GENERAL ABBREVIATIONS OPP OPPOSITE INSTALLED BY INSTALLED BY OWNER/ BY GENERAL M2.2 MECHANICAL ROOF PLAN • 3 PF PRE-FABRICATED OWNER'S GENERAL INSTALLED BY CONTRACTOR P " p A ANNEALED PSF POUNDS PER SQUARE FOOT (C) " `"` M3.0 ENERGY CODE COMPLIANCE H t�n CONTRACTOR {GC) <>.�.�•*"" AC AIR CONDITIONING PT PRESSURE TREATED CONTRACTOR ' O lls ,.... nu.@ e e - ACM ALUMINUMC CEILING TILE PTD PAINTED (GC) V� p BUILDING AND SITE DATA 7Z7 _ a oil, ACT ACOUSTIC CEILING TILE QT QUARRY TILE L / "� i. a„ = r v 0 0 p " "" PLUMBING DRAWINGS �I uc-crass m AFF ABOVE FINISH FLOOR R RADIUS / _ P1 0 CONDE PLAN O AHU AIR HANDLING UNIT REBAR REINFORCING BAR ^^^°^ t _ r PLUMBING NSATE EXTERIOR BUILDING SIGNAGE(SEE NOTE 4) . YES - AL ALUMINUM REF REFERENCE - - - -- p °•"° Q ASPH ASPHALT READ. REQUIRED ATM-WALK-UP/DRIVE•UP(SEENOTE3) • YES "+ ,mom%TD JURISDICTION: CITY OFTIGARD,OR " "AeOB "0 ELECTRICAL DRAWINGS BMS BUILDING ENERGY MANAGEMENT SYSTEM RO ROUGH OPENING Q- __ - "°�"R" „�^ie 9 • ASSESSORS PARCEL NUMBER: 1S136CD01700 NIGHT DEPOSITORY I PACKAGE RECEIVER YES ,m, - - CJ CONTROL JOINT SB SPLASHBLOCK -_ - - -- _ - ._- 9 nseRr•,r", E0.0 LEGEND,ABBREVIATIONS,NOTES AND INDEX - - - CLING CEILING SIM SIMILAR CASH VAULTS&SAFE DEPOSIT CHESTS . TYES 0 V Q ZONE: C-G(GENERAL COMMERCIAL) E10 LIGHTING PLAN • a CMU CONCRETE MASONRY UNIT SPEC SPECIFICATION - - ,>...w ,., ='`^ MERCHANT AND TELLER LINE COUNTERS YES 0 V •+� a - N - - COL COLUMN SS STAINLESS STEEL .naeru.m,a PARKING REQUIRED:2.5 SPACES71000 SF GROSS FLOOR AREA 2.5X11,290 11000 SF=28 SPACES. E1.1 LUMINAIRE SCHEDULE AND COVER PLATES FINISHES • CONC CONCRETE STL STEEL "mu"a TELLER CASH DISPENSERS . YES • `^""' PARKING PROVIDED:27 STANDARD SPACES AND 2 ACCESSIBLE SPACES•TOTAL 29 SPACES -- - CONT CONTINUOUS STOR STORAGE -- --- - - - E1.2 LIGHTING CONTROL DETAILS CPT CARPET SUSP SUSPENDED UNDER COUNTER BANK EQUIPMENT • YES p ��_ - _ i " " SITE AREA 33,977 SF(.78 AC) E1.3 LIGHTING CONTROL DETAILS • CT CERAMICTILE T TEMPERED 0 at SYSTEMS WALL PARTITIONS . YES p -- - CL CENTERLINE TYP TYPICAL .- • SITE BUILDING AREA EXISTING 2-STORY BUILDING 11,290 S.F. E2.0 POWER PLAN DBL DOUBLE UNO UNLESS NOTED OTHERWISE FURNITURE • p "" M • O E2.2 ROOF POWER PLAN OF DRINKING FOUNTAIN VCT VINYL COMPOSITION TILE -_- ®" ""'" OFFICE TENANT IMPROVEMENT AREA I CONSTRUCTION AREA 2,270 SF -- - - - PIASMATVs(WHENSHOWN) E30 ONE-LINE DIAGRAM AND PANEL SCHEDULES DIA DIAMETER VERT VERTICAL _ ,.a.a DIM DIMENSION WD WOOD EMPLOYEE LOCKERS • YES ©.....:: " """a'p CONSTRUCTION TYPE: TYPE V-B:NON-SPRINKLERED --- - - ARCHITECT/ ENGINEER OF RECORD ON DOWN WP WATERPROOF --- - °:. E4.0 SECURITY PLAN • DS DOWNSPOUT WWF WELDED WIRE FABRIC TELECOMMUNICATIONS YES ' -- - - KEN McCRACKEN EA EACH N n TENANT OCCUPANCY CLASSIFICATION: E5.0 COMPL NAN � ENERGY IANCE FORMS DATA PROCESSING • YES w „ ,,,,A", PREVIOUS:RETAIL • ARCHITECT EJ EXPANSION JOINT -- -- - - - - z p PROPOSED:B-BUSINESS OCCUPANCY E7.0 _ • "" '�' "' _ -- -- -- Nchitedurc•'rogram'ui lg_�mcnf-Pcrnithng ELEC ELECTRICAL SECURITY SYSTEM(SEE NOTE 5) REFER TOSCURITYDRAVOWFOR RESPONSOUTIES .....�...• � � ""^see",M -- - ELEV ELEVATION - FQ EQUAL CHASE ABBREVIATIONS COPY MACHINE • YES REFER TO SHEET A0.1.2 FOR MORE DATA INFORMATION. E7.1 SPECIFICATIONS 30 DESTINY DRIVE, #100 69 -_ ROCKLIN,CA 95677 DIST EXISTING INTERIOR BLDG.SIGNAGE(SEE NOTE 4) . YES REFERENCE CODES: Contact:ARIANE SANDERS FD FLOOR DRAIN ABCM ASSISTANT BANKING CENTER MANAGER - - - 707.655.4320 FE FIRE EXTINGUISHER AHD AFTER-HOUR DEPOSITORY TEMPORARY CONSTRUCTION SIGN • YES 2019 OREGON STRUCTURAL SPECIALTY CODE ASANDERS@PMDGINC.COM - 2019 OREGON MECHANICAL SPECIALTY CODE FEC FIRE EXTINGUISHER CABINET ATM,eATM AUTOMATED TELLER MACHINE TOILET ROOM ACCESSORIES(SIGNS SEE NOTE 4) • YES FF FINISH FLOOR BCM BANKING CENTER MANAGER -- - ----- 2017 OREGON PLUMBING SPECIALTY CODE FR FIRE RATED BRG BULLET-RESISTANT GLASS MOTORIZED&MANUAL SHADESYES 2017 OREGON ELECTRICAL SPECIALTY CODE FRP FIBERGLASS REINFORCED PLASTIC CAT CUSTOMER ACCESS TABLE - - OFFICE COPY GAILY GALVANIZED CMS CASUAL MEETING SPACE CARPET TILE&RESILIENT FLOORING • YES 2019 OREGON FIRE CODE GYP BD GYPSUM BOARD CPC CHASE PRIVATE CLIENT VESTIBULE FLOOR GRATING • YES /\ 2019 OREGON ZERO ENERGY READY COMMERCIAL CODE HC HANDICAP CR CASH RECYCLER CITY OF TIGARD MUNICIPAL CODE H.D.GALV. HOT-DIP GALVANIZED(STEEL) DAB DIGITAL ADVISE BAR PORCELAIN TILE FLOORING YES dmWnm ar al:oacktawn:are We caneaanmi ana eacnemv c,overty HOW HARDWARE DRC DESIGN REVIEW CALL SCOPE OF WORK P Mamas Chane and mm not ere copied napraduped wlmou.wmen WOOD FLOORING(SEE NOTE 7) • YES aumo:oRon m panuact documents vera prepaea for use on me specirtc HM HOLLOW METAL DU,DA1 DRIVE-UP ---- --- - ate'n aonjunotian wRn a wue dare and ae rot w-taue'a me on a daenWt NORTH ( PROPOSED TENANT IMPROVEMENTS FOR OFFICE CONSTRUCTION INCLUDES THE FOLLOWING: Ste or a o erer nine_ use of mea drawnM for reference or ecsnple on MILLWORK SEE NOTE 2 YES arome, project raakm We services of property ilaansed =*eoR and HT HEIGHT EBDU EXPRESS BANKING DRIVE-UP ( ) - -- -- • INTERIOR PARTITIONS FOR OFFICES AND MEETING ROOM;ALL INTERIOR FINISHES,FURNITURE,CASEWORK AND a pneers Reprod:K�an of na aonhaot doa,.arents for e r on anomer HVAC HEATING,VENTILATION,AIR CONDITIONING HUB HOLD-UP BUTTON PAINTING&WALL COVERING YES INSUL INSULATION IWS INDIVIDUAL WORK SPACE EQUIPMENT. JAN. JANITOR,JANITOR'S CLOSET LTOS LEAD TELLER OPERATIONS SPECIALIST i QUEUING R ELECTRICAL,MECHANICAL AND PLUMBING FOR THE TENANT IMPROVEMENTS TO CONNECT TO EXISTING BUILDING MAX MECHANICAL BXIMUM D PERSONALBTIONAL ANKERD�I MICROWAVE,REFRIGERATOR,TV . YES GENERAL NOTES UTILITIES. M CH • STRUCTURAL TO SUPPORT INTERIOR WALLS,CEILING,SOFFITS AND EQUIPMENT. SEAL MFR MANUFACTURER PCA PRIVATE CLIENT ADVISOR PERMANENT CORES/KEYING(SEE NOTE 6) ALLOWANCE YES - -- -- - - • THE PROJECT VALUE IS APPROX.$250,000. THE UPGRADES TO THE EXISTING CONDITION ARE PROPOSED TO MIN MINIMUM PCB PRIVATE CLIENT BANKER ° 1. ALL WORK SHALL BE IN COMPLIANCE WITH APPLICABLE FEDERAL,STATE AND LOCAL BUILDING CODES,REGULATIONS, PROVIDE FULL COMPLIANCE WITH REQUIRED ACCESSIBILITY FEATURES SERVING THE AREA OF WORK IN MO MASONRY OPENING PCIA PRIVATE CLIENT INVESTMENT ADVISOR / ORDINANCES AND STANDARDS INCLUDING ADA AND OR OTHER HANDICAP ACCESSIBILITY CODES. CONFORMANCE WITH 2010 ADA STANDARDS FOR ACCESSIBILITY DESIGN. ��ED AR�y MR MOISTURE RESISTANT PCS PRIVATE CONSULTATION SPACE WASTE CONTAINER(EXTERIOR) • YES \� MTL METAL PTB POWER TRANSITION BOX - - 2. GEN.CONTRACTOR SHALL COORDINATE WITH THE OWNER'S VENDORS REGARDING SCHEDULING AND SEQUENCING KENNETH J. NA NOT APPLICABLE SDB SAFE DEPOSIT BOX UTILITIES AND FIRE PROTECTION SERVICES/CONTACTS I YES OF THE WORK M RACKE NIC NOT IN CONTRACT TCC TABLET CHARGING CABINET SEPERATE SUBMITTALS NOM NOMINAL TP TELEPRESENCE HARDWARE . YES 3. THE CONSTRUCTION NOTES AND DRAWINGS ARE SUPPLIED TO ILLUSTRATE THE DESIGN AND GENERAL TYPE OF - CONSTRUCTION DESIRED AND ARE INTENDED TO IMPLY THE FINEST QUALITY OF CONSTRUCTION,MATERIAL AND AM NTS NOT TO SCALE VAT VACUUM AIR TUBE WORKMANSHIP THROUGHOUT. jn Iice 655 A OC ON CENTER - o\ 4. THE DRAWINGS ARE NOT TO BE SCALED.FOR INFORMATION CONCERNING EXISTING CONDITIONS, ETC,VERIFICATION �T( o f MUST BE DONE IN THE FIELD. LARGE SCALE DRAWINGS HAVE PRECEDENCE OVER SMALL SCALE DRAWINGS. THE FOLLOWING SUBMITTAL ARE UNDER SEPARATE PERMIT AND PLAN REVIEW: < 5. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION,CONTRACTOR SHALL VERIFY EXISTENCE AND LOCATION OF ALL - - - EXISTING ABOVE-AND BELOW-GRADE UTILITIES,INCLUDING SANITARY SEWER,STORM SEWER,WATER,GAS, 03126121 DRAWING SYMBOLS LEGEND RESPONSIBILITY MATRIX NOTES ELECTRICAL,TELEPHONE,ETC. ANY DISCREPANCIES IN UTILITY LOCATIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. G.C.SHALL BE RESPONSIBLE FOR SET-UP AND COORDINATION OF ALL THE UTILITY KJM/25e4 - - - SERVICES FOR THE PROJECT. 1. FOR OWNER'S EQUIPMENT GENERAL CONTRACTOR TO PROVIDE REQUIRED OPENINGS,ACCESS PANELS,AND 6 GENERAL O"Tm.CTEm nALSO OBTAIN FINAL SITE nDDRESP ELECTRICAL REQUIREMENTS(INCLUDING FINAL HOOK-UP). ISSUE DATE DESCRIPTION WE1 CONSTRUCTION TYPE A23 KEYNOTE 7. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL BUILDING DIMENSIONS PRIOR TO 2. MILLWORK ITEMS.GENERAL CONTRACTOR TO PROVIDE"BACK OF STORE"MILLWORK WHICH INCLUDES BASE AND BEGINNING CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY VARIANCE OR DISCREPANCY WALL CABINETS,WORK COUNTERS,SHELVING AND COAT SHELF;WOOD FINISH AT SOLUTION 3 WALL;AND WOOD AFFECTING NEW CONSTRUCTION PRIOR TO PROCEEDING WITH WORK. Al WINDOW OFFICE 3 ROOM/AREA DESIGNATION FINISH AT BOOTHS. 8. CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING IN WALLS FOR SUPPORT OF ALL EQUIPMENT,SHELVING, 3. ATM UNITS,ATM BUILDING,ATM SURROUNDS, GENERAL CONTRACTOR TO PROVIDE POWER. BANK EQUIPMENT ACCESSORIES,SIGNAGE,AND OTHER DEVICES REQUIRED. © DOOR VENDOR IS RESPONSIBLE FOR PROVIDING AND INSTALLING THE FLEXIBLE CONDUIT AND POWER TRANSITION BOX. 9. ALL PENETRATIONS SHALL RECEIVE CAULKING TO SEAL ANY TYPE OF ENERGY LOSS. DRAWING REVISION 4, SIGNAGE TO INCLUDE DIRECTIONAL SIGNAGE,AND MAIN BUILDING LETTER SET. GENERAL CONTRACTOR TO 10, THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL APPLICABLE DIMENSIONS OF FIXTURES AND EQUIPMENT - 0 FINISH MATERIAL PROVIDE CONDUIT,ROUGH-IN&FINAL ELECTRICAL CONNECTIONS. SUPPLIED AND/OR INSTALLED BY OTHERS. 5ELECTRONIC SECURITY SYSTEM INCLUDING ALARM AND CCN. GENERAL CONTRACTOR TO PROVIDE CONDUITS, 11. UPON COMPLETION OF PROJECT,OBTAIN ALL FINAL INSPECTIONS AS REQUIRED BY LOCAL JURISDICTIONS AND OE EQUIPMENT/ . FURNISH OWNER WITH EVIDENCE OF ALL SUCH INSPECTIONS AND CERTIFICATES OF OCCUPANCY. 17 FURNITURE/DEVICE POWER;AND PLYWOOD AT PHONE ROOM. 6. FINAL KEYING SHALL BE COORDINATED BY THE CHASE FACILITY MANAGER AND PAID FOR BY CHASE FACILITIES. 12, GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL SITE CUT&FILL TO ATTAIN FINISH GRADES AS INDICATED ON THESE T.O.STEEL EQUIPMENT/ MANAGER SH THE FACILITIES ALL HIRE LOCAL LOCKSMITH TO REKEY ALL LOCKS AT TURNOVER DATE TO BRANCH DRAWINGS. GENERAL CONTRACTOR SHALL INCLUDE THE COST OF ANY TOPSOIL REQUIRED IN ADDITION TO THAT ON t2'-7 trz' FURNITURE/DEVICE PLANNING. ALL MILLWORK LOCKS KEYED 701060,UNIQUE FROM OTHER FURNITURE AND TELLER UNDER SITE,AT THE TIME OF THE PRE-BID MEETING, IN BASE BID. COUNTER STEEL. (12 KEYS PER BRANCH). 13, SECONDARY E)E)NDUITS.AND SECONDARY 6ABLING IN BASE BID. OFFICE COPY 7. EQUIPMENT CONTRACTOR IS A SUBCONTRACTOR OF THE OWNER. 03/29/2021 SUBMITTAL SET 4 14. SIGNAGE CrIZ'OF�GARD� 12 EXTERIOR ELEVATION 8. G.C.TO PROVIDE ON-SITE CAMERA DURING CONSTRUCTION.CONTACT EARTH CAM-CAITLINNASHLEY.SEE REVIEWED FORCUDECOAJPLTANCS PROJECT INFORMATION BLOCK 14.1. GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL CODE-REQUIRED EXTERIOR DIRECTIONAL TRAFFIC VENDOR CONTACT LIST. JOB # JPM21001.0 SIGNAGE. Approved: 6 14.2. OWNER'S SIGNAGE VENDOR SHALL PROVIDE AND INSTALL ALL NON-CODE-REQUIRED SITE DIRECTIONAL AND OTC: DATE: 3/2/2021 EQUIPMENT INSTUCTIONAL SIGNAGE, DRAWN BY: PMPermit # 7 A6 3 5 INTERIOR ELEVATION 14.3. UNLESS OTHERWISE DIRECTED BY THE OWNER,GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL BASE - CHECKED BY: AS Ai Jress• o aG' WORK FOR SITE MONUMENT AND/OR PYLON SIGN(S),INCLUDING EXCAVATION,CONCRETE FOUNDATION,SIGN e BASE VENEERIFINISH AND CAP WHEN REQUIRED, ELECTRICAL ROUGH-IN AND WIRING TO BASE-MOUNTED SIGN Suite #: MODEL JUNCTION BOX,FINISH GRADING AND LANDSCAPING. 1') + Date 3 SECTION 14.4. OWNER'S SIGN CONTRACTOR SHALL PROVIDE AND INSTALL BUILDING EXTERIOR AND SITE BRAND SIGNAGE,AND DRAWING STANDARDS V20.2 Apt MAKE FINAL ELECTRICAL CONNECTIONS FROM SIGN JUNCTION BOXES. 14.5. OWNER'S SIGN VENDOR SHALL PROVIDE AND INSTALL ALL INTERIOR BRAND,ROOM IDENTIFICATION,AND SHEET TITLE ACCESSIBILITY SIGNAGE. GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL BLOCKING AS REQUIRED FOR 7 SIGNAGE SUPPORT AND ELECTRICAL ROUGH-IN AND WIRINGTO ALL POWERED SIGNS FOR FINAL CONNECTION By A52a DETAIL-VERTICAL THE OWNER'S SIGNAGE VENDOR. e"` 15. GENERAL CONTRACTOR TO PROVIDE FOUR(4)30 YARD DUMPSTERS DURING CHASE RETAIL MOVE-IN. COVER S H E ET I 16. GENERAL CONTRACTOR SHALL PROVIDE ONE SKILLED LABORER FOR ONE WEEK DURING CHASE RETAIL MOVE-IN.(40 THE'VALIDITY OF PERFAIT r r ISSUANCE O r r DETAIL-HORIZONTAL HOURS) PERMIT AA.3 17. BASEDON CONSTRUCTION DOCUMENTSDOCUMENTS AND OTHER REPORT ANY DISCREPANCIES IN GRADES AS COMPARED Te EXISTING GRADES INDIOATED ON CIVIL DRAWINGS. DATA SHALL NOT PREVENT SHEET NUMBER SUBMIT A GOPY OF TEPOGRAPI I'D SURVEY TO ARC'"TEST AND 1NDICATE AIA'DISGREPANOES ON SURVEY PRIOR TO THE CODE OFFICIAL FROM GE)MMENGING r T,a"�� REQUIR!NG THE CORRECTION 18, ALL EXTERIOR FLOOR PLAN DIMENSIONS ARE TO EXTERIOR FACE OF MASONRY UNLESS OTHERWISE NOTED. ALLOF LRRORS. OSSC 105.4 A0e0 INTERIOR FLOOR PLAN DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED. tn o: 0 LL W Q' Q a a t^\ � W N 00 � M ~ � W Q J = N N aur � CLiccp,. MWaado C Cd o � � aoQ > Q o• 00 LLI - - - Mp � TH RD. SW C) ART ARCHITECT/ENGINEER OF RECORD I KEN McCRACKEN, I _ _ ARCHITECT Nchitoctuic� - - -- n-.PcmHng _ ---- 6930 DESTINY DRIVE, #100 — W 21993 \ G ROCKLIN, CA 95677 Contact: SANDERS 707.655.43255.432 0 ASANDERS@PMDGINC.COM mg �• VACANT SPAC n co (NOT A PART) r / \ 0 OFFICES / pm a not mpi fl or ns u�d o sNe` wN ne n. Ci iR�v acre antl ve nuc..Wn Mr Men Q MEETING SPACE a = JP (.nose arW 4.a no of aro eC or of u.,1 arKa,'�.an. 't,e cor^ac,tlocumenR were Prepared tar.,se m Ms saecor ae far ase on a attteea, v (,7 ADJACENT SHOPPING STORE SITE AND BUILDING DATA ` „m"mrs" ADJACENT SHOPPING STORE / _ _ (BAJA FRESH MEXICAN GRILL) _ \ � G L SITE AREA: 33,977 SF(0.78 ACRES) (BABIES'R US STORE) / �/ / O o o o EXISTING BUILDING AREA- 11,290 SF;2 STORY SEAL 1 PROPOSED OFFICE TENANT AREA: 2,270 SF ZONING: C-G GENERAL COMMERCIAL ��ED AR�y�� (} LF o (E)TRASH � \ 1 APN: 1S136CD01700 � KENNETH J. ENCLOSURE i / 5 ��W6 \ USE : M RACKE I, oly � EXISTING: BANK/VACANT SPACES AM S,WA PROPOSED OFFICE TENANT SPACE: B-BUSINESS I a 5599 / I 1 TYPE OF CONSTRUCTION: 9'C OF O��v V-B; NON-SPRINKLERED BUILDING / 9 \ I ® PARKING PROVIDED: 03126121 • _y 0 0 0�o _ _ _ • 1 EXISTING: 29 SPACES(2 ACCESSIBLE SPACES) KJM/2594 j \ 522048260E 302.57' \ ' ISSUE DATE DESCRIPTION 1 I ADJACENT SHOPPING STORE (PIZZA CABOOSE STORE) 1 0 03/29/2021 SUBMITTAL SET PROJECT INFORMATION BLOCK JOB # JPM21001.0 DATE: 3/2/2021 —�� DRAWN BY: PM CHECKED BY: AS MODEL DRAWING STANDARDS v20.2 SHEET TITLE REFERENCE N SITE PLAN REFERENCE SITE PLAN SHEET NUMBER A0 . 1 EGRESS PLAN KEYNOTES ip A-1 MAIN ENTRANCE A-2 TACTILE EXIT SIGN PER DETAIL 7/A0.2.2 A-3 ENTRY ADA SIGN PER DETAIL 3/A0.2.2 A-4 FIRE EXTINGUISHER FOR EVERY 75 FEET TRAVEL DISTANCE AND MIN. SIZE OF 2-A:10-BC IN ACCORDANCE WITH IFC 906.3 in O w lull 0 w Q D C B A" I ,a N W I I 1 1 1 (E) LOUNGE (E)JAN. RESTRM#2 RESTRM#1 / SIT (E) DATA CODE DATA: (20 19 OSSC W M � �-I I USE AND OCCUPANCY CLASSIFICATION(CHAPTER 3) O � 2 N RESTRM#4 i 1 JI BUILDING: CHASE: B-BUSINESS (SECTION 304.1) a V o N Lo. / 00 ( TYPE OF CONSTRUCTION (SECTION 602) � V a/ (E) (E) HALLWAY HALLWAY V-B Q Q O NOT IN SCOPENON-SPRINKLERED BUILDING C RESTRM#3 � r - - - - - - - - - - - - - - - - - - - - - - - 1 � H EXISTING CHASE L16 � 1 6LX49 \ ti// I 54X19 1 BANK BRANCH BUILDING HEIGHT 8 AREA(CHAPTER 5) O 3 1 ALLOWABLE BUILDING. HEIGHT (TABLE 504.3=40'-0"): 40'-0",TWO STORIES 1 NOT IN SCOPEACTUAL BUILDING HEIGHT: 25'-9", 1 STORY (EXISTING) ,2nD CDi 00 440 � MM 4 T — >� \ MM3 14 u ALLOWABLE BUILDING AREA (TABLE 506.2&SECTION 506) r 1 r-u I (E) :-i (E) W 1 I ALLOWABLE SQUARE FOOTAGE:9,000 SQ.FT.SINGLE STORY 1 1 sLxaCASH MANUAL NON-SPRINKLERED s W Jfj� 54x19 1 ROOM TRANS. ((`(`�/ ACTUAL BUILDING AREA: 11,290 SF 1 £ U I 34 1 TENANT IMPROVEMENT AREA: 2,270 SF Cal �a < i W —MM 5 Q I \ MM 2 - - - — � 1 — '7 OCCUPANT LOAD (TABLE 1004.5): CONFERENCE = - - - - - - - - - - - - - - - ❑ — W 2,270/150= 15OCCUPANTS ••• • 74',0" T 6LX09 Q W ••• • ENAN � I 54X19 G \ INTERIOR FINISHES (CHAPTER 8 AND TABLE 803.13): •• TSP H r A I \ ARCHITECT/ ENGINEER OF RECORD O(A�iOAI��ST L'••• • 4,?0S o I 30154CD ® m f -� 1 \\ EXIT PASSAGEWAYS-CLASS A AAV • 1 CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND EXIT KEN McCRACKEN, E •• r W 1 ACCESS RAMPS-CLASS B •• • • (E)_ ARCHITECT �jVESTIBULE ROOMS AND ENCLOSED SPACES-CLASS C Architecture•i n ell„ntioa LT MARKET MEETING MM 6 • •�• I �\ MM 1 �\ ® I A-1 / \ a NOT IN SCOPE 1_T I.T /TRAINING ROOM A-4 . • 1 A-2 INTERIOR FLOOR FINISHES-CLASS II 6930 DESTINY DRIVE #100 ••� ROCKLIN, CA 95677 'L 30 x 72 j' •• • I L- Contact:ARIANE SANDERS — — ••• ' I MINIMUM EGRESS SIZING(SECTION 1005.3,SECTION 1006.2.1 AND SECTION 707.655.4320 b dl r= \ • 1006.3 2(2)TRAVEL DISTANCE FOR ONE EXIT): ASANDERS@PnnDGMC.COnn III r 7 —�• L / • 11 DOORWAYS .2” * 15 OCC. =3.0" REQUIRED (32"MIN. PER 1010.1.1) A-2 _ •� 30x�KGx72 I �• • - >- �- - \ \ PROVIDED:32" 000 -�_ - NUMBER OF EXITS (SECTION 1006 AND TABLE 1006.2.1): b d' - REQUIRED- 1 EXIT (OL<=49) mese drawin and s L.��[QJ1� gs pe�fiCaflOrlS Q2111e COflRdellf(ll and plOIM12{py(.`lOp2lly Lj 'VO I - of h Mar9an Chau and shall not be weri, ,or anirepraduced! use without peditc In 11 ttern PROVIDED- 1 EXIT site in conn. the contract a date encs were prepared for use on . specific IJ f I site in conjunction with its issue dote and are not suitable en usa on a dple on / 30 X ;x 72 Z site ha later tune. Use a services drawings Wo tar reference I aKnne�P and anotherproject reaa:e: a ,pant a p,apsfy � n n engineers. Reprodadion of the contend documents for reale on another EXIT ACCESS TRAVEL DISTANCE(TABLE 1017.2) 200'-0" MAXIMUM project'¢notaathorI p q = U) I ACTUAL: 70'-4" � DOOR 12-A wwSEAL /I\ OCCS: 15 PLUMBING FIXTURES: 30x�t Jbx72 I REQD: 3.0" OCCUPANTS PER OSSCCHAPTER 29TABLE 2902.1: PRVD: 32" ��ED ARC,y� 1 L I 2,270 SF (GROUP 8-OFFICE) / 150 SF= 15 OCCUPANTS (8 MEN &8 ENTRANCE WOMEN) C- KENNETH J. F ,'` __________-- o (EXISTING) M RACK 30 x72 I FIXTURES REQUIRED PER 2902.2 EXCEPTION (4) OSSC CHAPTER 29: IN 61 BUSINESS OCCUPANCIES WITH A TOTAL OCUPANT LOAD OF 50 OR LESS ONE TOILET FACILITY, DESIGNED FOR USE BY NO MORE THAN ONE PERSON AM S, WA AT A TIME,SHALL BE PERMITTED FOR USE BY BOTH SEXES. � T License x 5599 FIXTURES REQUIRED: OF O��v `— — \ (2) WATER CLOSET, (1) LAVATORY 7 77 03/26/21 FIXTURES PROVIDED: (2) WATER CLOSET, (2) LAVATORY KJM12584 ISSUE DATE DESCRIPTION LEGEND 03/29/2021 SUBMITTAL SET PROJECT INFORMATION BLOCK ® JOB # JPM21001.0 INTERNALLY ILLUMINATED EXIT SIGN DATE: 3/2/2021 DRAWN BY: PM FIRE EXTINGUISHER CABINET. (MIN. SIZE 2-A:10-BC IFC/906) CHECKED BY: AS 50'-0"TD MODEL —E - -E- — EGRESS PATH DRAWING STANDARDS v20.2 18"X 18"CLEAR SPACE AT TACTILE SIGN,SEE 7/A0.2.2 SHEET TITLE L -J EGRESS PLAN & PROJECT DATA INFORMATION N EGRESS PLAN SHEEP NUMBER 1 A011 .2 3/16" = 1'-0" AO * 1 02 REQUIRMACC'ESSO E ACCESSIBLE PARKING SPACE NOTES: PARI(IINO SPACES I. CAR PARKING SPACES SHALL BE 96 INCHES WIDE MINIMUM AND VAN PARKING SPACES SHALL BE _ IN ACCOIE132 INCHES WIDE MINIMUM, SHALL BE MARKED TO DEFINE THE WIDTH,AND SHALL HAVE AN i 1 TO 25 1 ADJACENT ACCESS AISLE. VAN PARK NG SPACES SHALL BE PERMITTED TO BE 961 HES WIDE 26TO50 2 MINIMUM WHERE THE ACCESS AISLE IS 96 INCHES WIDE MINIMUM. ACCESS AISLE MARKED T i J'l s1 To Ts 3 2. ACCESS A ALES SHALL AQIOIN AN ACCESSIBLE ROUTE. TWt7 PARKING SPACES SI Wl BE PERMITTED PARKING _ DISCOURAGE PARKING IN THEM s' �p a ro��50 5 TO SHARE A COMMON ACCESS AISLE ONLY J'o�O.A 151 T0200 6 3. ACCESS AISLES SERVING CAR AND VAN PARKING SPACES SHALL BE 60 INCHES WIDE MINIMUM. 9�S� pal 0<DO e 4. ACCESS AISLES SHALL EXTEND THE FULL REQUIRED LENGTH OF THE PARKING SPACES THEY SERVE. i F p 5. ACCESS AISLES SHALL BE MARKED TO DISCOURAGE PARKING IN THEM. (� 401 TO 500 9 J 501 TO 1000 2 PERCENT OF TOTAL 6. ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY.ACCESS AISLES SHALL BE PERMITTED TO A 1001 AND OVER 20 PLUS 1 FOR EACH BE PLACED ON EITHER SIDE OF THE PARKING SPACE EXCEPT FOR VAN PARKING SPACES WHICH D �G A 100 OVER 1000 SHALL HAVE ACCESS AISLES LOCATED ON THE PASSENGER SIDE OF THE PARKING SPACES. CAR F� 7. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE. CHANGES IN LEVEL ARE NOT PERMITTED. SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. Z z 9� VAN 8. PARKING SPACES,ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM SHALL PROVIDE A 4 l� VERTICAL CLEARANCE OF 98 INCHES MINIMUM. VAN CAR a aF 9. PARKING SPACES AND ACCESS AISLES SHALL BE DESIGNED SO THAT CARS AND VANS,WHEN o LU o� i PARKED, CANNOT OBSTRUCT THE REQUIRED CLEAR WIDTH OF ADJACENT ACCESSIBLE ROUTES vWi fpr, i PARKING SURFACE cs U- 1r = UJA 0 �� o-o PARKING SIGN Lu s9-1 ; �A� SIGNAGE AND IDENTIFICATION OF SPACE NOTES: 1 . PARKING SPACE IDENTIFICATION SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL 96 OF ACCESSIBILITY COMPLYING WITH SECTION 703.6.3.1 . WHERE" PERMITTE IS 9b'.ED 2. SIGNS IDENTIFYING VAN PARKING SPACES SHALL CONTAIN ADDITIONAL LANGUAGE _'132' 60" _ 96" '� OR AN ADDITIONAL SIGN WITH THE DESIGNATION 'VAN ACCESSIBLE." MIN. MIN MIN. 46" PERMITTED �A� ANGLED PARKING 3. SIGNS SHALL BE 60 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND a C[ C[ T[ WHERE AISLE IS 96". Cl SURFACE MEASURED TO THE BOTTOM OF THE SIGN. PERPENDICULAR PARKING a ACCESSIBLE PARKING SPACES 502 N.T.S. 12 ACCESSIBLE PARKING SIGNS 5M.7 N.T.S. 4 n� CURB RAMP NOTES: PROTRUDING OBJECT NOTES: a 1 . RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12.WHERE PROVIDED, CURB 1 . OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES AND NOT MORE LU RAMP FLARES SHALL NOT BE STEEPER THAN 1:10 THAN SO INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL PROTRUDE 2. CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS SHALL BE LOCATED SO THAT THEY DO 4 INCHES MAXIMUM HORIZONTALLY INTO THE CIRCULATION PATH. I NOT PROJECT INTO VEHICULAR TRAFFIC LANESCURB RAMPS AT MARKED CROSSINGS SHALL B ,E WHOLLY CONTAINE PARKING SPACES,OR PARKING ACCESS AISLES. Z. FREE-STANDING OBJECTS MOUNTED ON POSTS OR PYLONS SHALL AT LEAST AS D WITHIN THE MARKINGS, OVERHANG CIRCULATION PATHS 12 INCHES MAXIMUM WHEN LOCATED 27 Ul z WIDE AS CURB RAMP EXCLUDING ANY FLARED SIDES. � X>12" INCHES MINIMUM AND 80 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR M 3. THE CLEAR WIDTH OF CURB RAMP RUNS {EXCLUDING ANY FLARED SIDES), SHALL BE 35 INCHES 1/4 M GROUND. M MINIMUM. 1/4" " 2 z¢ o ,. ° 3. WHERE A SIGN OR OTHER OBSTRUCTION IS MOUNTED BETWEEN POSTS OR uj 4. LANDINGS SHALL BE PROVIDED AT THE TOPS OF CURB RAMPS. THE LANDING CLEAR LENGTH 112" f co " PYLONS AND THE CLEAR DISTANCE BETWEEN THE POSTS OR PYLONS IS ED SIDES 1:t0 MAX SHALL BE 36 INCHES MINIMUM. THE LANDING CLEAR WIDTH SHAH BE AT LEAST AS WIDE AS THE 114" 04 vx 4 MAX 4 MAX X>12" GREATER THAN 12 INCHES, THE LOWEST EDGE OF SUCH SIGN OR O = N SLOPE MEASURED PARALLEL OBSTRUCTION SHALL BE Z7 INCHES MAXIMUM OR 80 INCHES MINIMUM O a t ' N TO CURB CURB RAMP, EXCLUDING ANY FLARED SIDES LEADING 1D THE LANDING. THE SLOPE OF THE x ;+ V LANDING IN ALL DIRECTIONS SHALL BE 1:48 MAXIMUM. `" ABOVE FINISH FLOOR OR GROUND. THE SLOPING PORTIONS OF I� 5. THE CROSS SLOPE OF CURB RAMPS SHALL BE 1 :48 MAXIMUM. HANDRAILS SERVING STAIRS AND RAMPS SHALL NOT BE REQUIRED TO N � 6. COUNTER SLOPES OF ADJOINING GUTTERS,AND ROAD SURFACES IMMEDIATELY ADJACENT TO COMPLY. no SLOPE SLOPE THE CURB RAMP SHALL NOT BE STEEPER THAN 1 :20. THE ADJACENT SURFACES AT TRANSITIONS VERTICAL CHANGE IN LEVEL BEVELED CHANGE IN LEVEL POST MOUNTED PROTRUDING OBJECTSco AT CURB RAMPS TO WALKS, GUTTERS,AND STREETS SHALL BE AT THE SAME LEVEL 4" MAX 4 DOOR NIIMUM ABOVE THE FINISH FLOOR OR GROUND.OR STOPS SHALL BE PERMITTED TO BE 78 INCHES W 5. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH REQUIRED 0O PERPENDICULAR CURB RAMP FORACCESSIBLE ROUTES. CHANGES IN LEVEL NOTES: O I . CHANGES IN LEVEL OF 1/4 INCH HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICALAND N6 H a 48"MIN. WITHOUT EDGE TREATMENT. um Q O Z. CHANCES IN LEVEL BETWEEN 1/4 INCH HIGH MINIMUM AND 1/2 INCH HIGH MAXIMUM SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1 :2. o 01* t 3. CHANGES IN LEVEL GREATER THAO O N 1/2 INCH HIGH SHALL BE RAMPED. $ %0 x x r SLOB S W x a X C � C14 alow PARALLEL CURB RAMP PROTRUDING OBJECTS VERTICAL CLEARANCE y CURB RAMPS N.T.S. 1 CHANGES IN LEVEL 203 N.T.S. 1 1 PROTRUDING OBJECTS 307 N.T.S. 3 12 MIN { HANDRAIL NOTES: I 1. HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS AND RAMPS THAT EXCEED 6 INCHES IN RISE. DOMINANT DIRECTION OF TRAVEL co HANDRAILS SHALL BE CONTINUOUS WITHIN THE FULL LENGTH OF EACH STAIR FLIGHTOR RAMP RUN. ARCHITECT/ ENGINEER OF RECORD INSIDE HANDRAILS ON SWITCHBACK OR DOGLEG STAIRS AND RAMPS SHALL BE CONTINUOUS BETWEEN KEN MCCRACKEN, FLIGHTS OR RUNS. 112" )1 AR 3. TOP OF GRIPPING SURFACE OF HANDRAILS SHALL BE 34 INCHES MINIMUM AND 38 INCHES MAXIMUM ARCHITECT I VERTICALLY ABOVE WALKING SURFACES, STAIR NOSINGS,AND RAMP SURFACES. HANDRAILS SHALL BEATA ruh,`"`°n CONSISTENT HEIGHT ABOVE WALKING SURFACES, STAIR NOSINGS,AND RAMP SURFACES. 6930 DESTINY DRIVE, #100 4. CLEARANCE BETWEEN HANDRAIL GRIPPING SURFACES AND ADJACENT SURFACES SHALL BE 1-1/2 INCHES ROCKLIN, CA 95677 STAIRS RAMPS WALKING SURFACES MINIMUM. CARPET TILE HEIGHT Contact:ARIANE SANDERS 5. HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS ALONG THEIR LENGTH AND SHALL NOT BE 707.655.4320 ASANDERSidPMDGINC.COM OBSTRUCTED ALONG THEIR TOPS OR SIDES. THE BOTTOMS OF HANDRAILGRIPPING SURFACES SHALL NOT 1 1/2"MIN BE OBSTRUCTED FOR MORE THAN 20 PERCENT OF THEIR LENGTH.WHERE PROVIDED, HORIZONTAL TOP HANDRAIL PROJECTIONS SHALLCH OCCUR 1-1/2 INCHES MINIMUM BELOW THE BOTTOM OF THE HANDRAIL GRIPPING EXTENSION AT STAIRSSURFACE. LONG DIMENSION 1 1/2 MIN 6. HANDRAIL GRIPPING SURFACES WITH A CIRCULAR CROSS SECTION SHALL HAVEAN OUTSIDE DIAMETER OF PERPENDICULAR TO 1-1 A INCHES MINIMUM AND 2 INCHES MAXIMUM. DOMINANT DIRECTION 7. HANDRAIL GRIPPING SURFACES WRTH A NON-CIRCULAR CROSS SECTION SWILL HAVE A PERIMETER OF TRAVEL m hr o . a, HANDRAILCLEP ,P Mandan IRHNCE DIMENSION OF4INCHES MINIMUMAND6-1/4INCHES MAXIMUM,AND ACROSS-SECTION DIMENSION ^^�dmWn4.and s°edB°afi"aoefheeenBdenrlalandPr Ianr W e" OF 2-1/4 INCHES MAXIMUM. MandanCh.and Aaf�,ae raprooua d Mf t M , °�fha OnL T °a"atl d°a Mete qep ."e 1r s mfFc 12"MIN 6. HANDRAIL GRIPPING SURFACES AND ANY SURFACES AIDIACENT TO THEM SHALL BE FREE OF SHARP OR 112' ' sba«�"u° " °a oM not ",", NOTE: ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES. ELONGATED OPENINGS crams• anoha � of o,apvy ilca„ed arciech and nAlhe . Re rad.ra'an of M co h r doCV t for r w an ancM X-TREAD DEPTH mak- 12r MIN 9. RAMP HANDRALS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR 12 INCHES MINIMUM BEYOND THE TOP AND BOTTOM OF RAMP RUNS. EXTENSIONS SHALL RETURN TO A WALL,GUARD, OR GROUND SURFACE NOTES: X X* D THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT RAMP RUN. a 10. AT THE TOP OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR 12 SEAL INCHES MINIMUM BEGINNING DIRECTLY ABOVE THE FIRST RISER NOSING. EXTENSIONS SHAM RETURN TO I . FLOOR&GROUND SURFACES SHALL BE STABLE, FIRM AND SUP RESISTANT. A WALJ,GUARD, OR THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN 2. CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM CUSHION, ADJACENT STAIR FLIGHT. PAD OR BACKING OR NO CUSHION OR PAD. 11. AT THE BOTTOM OF ASTAIR FLIGHT, HANDRAILS SHALL EXTEND AT THE SLOPE OF THE STAIR FLIGHT FORA 3. OPENINGS IN FLOOR OR GROUND SURFACES SHALL NOT ALLOW PASSAGE OF ASPHERE 61 HORIZONTAL DISTANCE EQUAL TO ONE TREAD DEPTH BEYOND THE LAST RISER NOSING. EXTENSION MORE THAN 12 INCH DIAMETER. � KENNETH J. � BOTTOM HANDRAIL HANDRAIL SHALL RETURN TO A WALL, GUARD, OR THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE 4. ELONGATED OPENINGS SHALL BE PLACED SQ THAT THE LONG DIMENSION IS M RACKS EXTENSKON AT STAIRS EXTENSION AT RAMPS HANDRAIL OF AN ADJACENT STAIR FLIGHT. PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL AM ,WA � L"rce 9 5599 HANDRAILS 505 N.T.S. 14 FLOOR OR GROUND SURFACES 202 N.T.S. 10 �9TF OF C)11fl2C )➢R1] RAMP NOTES; 03�26�21 60"MIN.�+ �-60"MIN.�� 60"MIN.�� WALKING SURFACES NOTES: KJn+nse+ I . RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1 :12. z 1 . FLOORAND GROUND SURFACES SHALL BE STABLE, FIRM, AND SUP RESISTANT. 2. CROSS SLOPE OF RAMP RUNS SHALL NOT BE STEEPER RADIUS 1/2" 11/2" MAX. 1 1/2"MAX• z 2. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1 :20. THAN I :48. MAX �*MAX `° 3. THE CROSS SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1 :48. ISSUE DATE DESCRIPTION LANDING RAMP RUN LANDING RAMP RUN LANDING z4. WHERE THE ACCESSIBLE ROUTE MANES A 180 DEGREE TURN AROUND AN ELEMENT WHICH 3. CHANGES IN LEVEL OTHER THAN THE RUNNING SLOPE `�� AND CROSS SLOPE ARE NOT PERMITTED ON RAMP RUNS. IS LESS THAN 48 INCHES WIDE, CLEAR WIDTH SHALL BE 42 INCHES MINIMUM APPROACHING� 4. THE CLEAR WIDTH OF A RAMP RUN SHALL BE 36 INCHES THE TURN, 48 INCHES MINIMUM AT THE TURN AND 42 INCHES MINIMUM LEAVING THE MINIMUM. HANDRAILS AND WNDRAIL SUPPORTS THAT RADIUS OF TREAD EDGE ANGLED RISER CURVED NOSING BEVELED NOSING TURN. WHERE THE CLEAR WIDTH AT THE TURN IS 60 INCHES MINIMUM COMPLIANCE WITH ARE PROVIDED ON THE RAMP RUN SHALL NOT PROJECT SECTION 403.5.1 SHALL NOT BE REQUIRED. INTO THE REQUIRED CLEAR WIDTH OF THE RAMP RUN. 5. AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60 INCHES SHALL PROVIDE PASSING AT LEASTAS WIDE AS RAMP 5. THE RISE FOR ANY RAMP RUN SHALL BE 30 INCHES SPACES AT INTERVALS OF 200 FEET MAXIMUM. PASSING SPACES SHALL BE EITHER:A SPACE 60 RUN STRAIGHT CHANGE IN DIRECTION MAXIMUM. STAIRWAY NOTES: INCHES MINIMUM BY 60 INCHES MINIMUM; OR, AN INTERSECTION OF TWO WALKING Z 6. RAMPS SHALL HAVE LANDINGS AT THE TOP AND THE SURFACES PROVIDING A T-SHAPED SPACE. BOTTOM OF EACH RAMP RUN. 1 . ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHTS AND UNIFORM I 6. THE CLEAR WIDTH OF ACCESSIBLE ROUTES SHALL BE 36 INCHES MINIMUM 7. RAMP LANDING SLOPES SHALL NOT BE STEEPER THAN TREAD DEPTHS. RISERS SHALL BE 4 INCHES HIGH MINIMUM AND 7 INCHES HIGH MAXIMUM. �I�-42"MIN. 42-MIN. a. THE CLEAR WIDTH SHALL BE PERMITTED TO BE REDUCED TO 32 INCHES 8. LANDING CLEAR WIDTH SHALL BE AT LEPSTAS WIDE AS TREADS SHALL BE 1 I INCHES DEEP MINIMUM. X<48" �36"MIN. 36"MIN, MINIMUM DI H SEGMENTS ARE SEPOARATE BY F 24 INCHES MAXIMUM NTS THAT ARE D46 INCHES LONG ED THAT D 2. OPEN RISERS ARE NOT PERMITTED. THE WIDEST RAMP RUN LEADING TO THE LANDING. 3. TREADS SHALL BE PERMITTED TO HAVE A SLOPE NOT STEEPER THAN 1 :48. 180 DEGREE TURN X<48" MINIMUM AND 36 INCHES WIDE MINIMUM. 9. LANDING CLEAR LENGTH SHALL BE 60 INCHES LONG 4. THE LEADING 2 INCHES OF THE TREAD SHALL HAVE VISUAL CONTRAST OF DARK-0N-LIGHT SO DEGREE TURN 03/29/2021 SUBMITTAL SET MINIMUM. OR LIGHT-ON-DARK FROM THE REMAINDER OF THE TREAD. dEXCEPTION) PROJECT INFORMATION BLOCK 10. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT S. THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE 12 INCH LANDINGS SHALL HAVE A CLEAR LANDING 60 INCHES MAXIMUM. RISERS SHALL BE PERMITTED TO SLOPE UNDER THE TREAD AT AN ANGLE OF 30JOB # JPM21001.0 MINIMUM BY 60 INCHES MINIMUM DEGREES MAXIMUM FROM VERTICAL. THE PERMITTED PROJECTION OF THE NOSING SHALL * '4".-f--48- MIN. A DATE: 3/2/2021 1 i . A CURB, OR BARRIER SHALL BE PROVIDED THAT PREVENTS I MAX. MAX. THE PASSAGE OF A 4 INCH DIAMETER SPHERE, WHERE EXTEND I-12 INCHES MAXIMUM OVER THE TREAD BELOW. DRAWN PM ? MY PORTION OF THE SPHERE IS WITHIN 4 INCHES OF THE CHECKEDD BY: AS TOP LANDING LANDING o FINISH FLOOR OR GROUND SURFACE. z z z z MODEL c f0 N N CO 10J�. DRAWING STANDARDS v20.2 ACCESSIBLE RQLITES SHEET TITLE N.T.S. N.T.S. N.T.S. ACCESSIBILITY RAMPS 405 13 STAIRWAYS 504 9 WALKING SURFACES 403 1 SHEET d SHEET NUMBER A06201 32"MIN.-+ *32"MIN.- *32"MIN.* DOOR NOTES F- - - - - - - -1 r - F - _ 1 . REVOLVING DOORS, REVOBANG GATES,AND TURNSTILES SHALL NOT BE PART OF AN ACCESSIBLE ROUTE AND SHALL _ q> _ _ _ COMPLY WITH SECTIONS 402.3 AND 402.4. 1 I 1 I I I 2. AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH TWO LEAVES SHALL �o I 1 I 18" MIN. I I I I - - - -'k I - -1 3. DOOR OPENINGS SHALL PROVIDE ACLEAR WIDTH OF 32 INCHES MINIMUM. CLEAR OPENINGS OF DOORWAYS WITH z " I 18 MIN. I z SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN _ 1 1 I \ ? 1 24"MIN. z 90 DEGREES. IN ALTERATIONS,A PROJECTION OF 5/8 INCH MAXIMUM INTO THE REQUIRED CLEAR WIDTH SHALL BE I I 36-MIN.- I� I 22" MIN. I I 24"MIN. 1 PERMITTED FOR THE LATCH SIDE STOP. HINGED DOOR SLIDING DOOR FOLDING DOOR 1 \ \ I X>8" \ I - - - ,I� CN 't I 4. THERE SHALL BE NO PROJECTIONS INTO THE REQUIRED CLEAR OPENING WIDTH LOWER THAN 34 INCHES ABOVE THE CLEAR WIDTH OF DOORWAYS - - - - _ J _ - - J _ _ _ _ _ _ _ J L _ _ _ _ _ JL- FINISH FLOOR OR GROUND. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 344 INCHES AND 80 INCHES L . AABOVET RI FAIN]ICH FLOOR OR GROUND SHALL NOT EXCEED 4 INCHES. 5 ES FOR FORWARD APPROACH SHAlL BE PROVIDED WHEN ANY OBSTRUCTION WITHIN 18 INCHES OF THE LATCH SIDE OF A DOORWAY, PROJECTS MORE THAN 8 INCHES BEYOND THE FACE OF THE DOOR, \ i FRONT APPROACH, PULL SIDE PULL SIDE HINGE APPROACH, PULL SIDE SIDE APPROACH POCKET OR HINGE APPROACH LATCH APPROACH, PULL SIDE STOP OR LATCH APPROACH MEASURED PERPENDICULAR TO THE FACE OF THE DOOR OR GATE. 6. FLOOR OR GROUND SURFACE WITHIN REQUIRED MANEUVERING CLEARANCES SHALL NOT SLOPE STEEPER THAN 1 :48. \ --48"MIN. \� z 15 60"MIN.- z 7. THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE 1/2 INCH HIGH MAXIMUM. 8. THE DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES AND GATES IN SERIES SHALL BE 48 INCHES tn \ I - - - r n MINIMUM PLUS THE WIDTH OF DOORS OR GATES SWINGING INTO THE SPACE. THE SPACE BETWEEN THE DOORS I I I � _ I N Vj I I- � I � � - - � � I SHALL PROVIDE ATLIRNING SPACE. I z 1 1 2E I z 12"MIN. I ��/// I z z 1 1 z I z I 9. HANDLES, PULLS, LATCHES, LOCKS,AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL BE OPERABLE WITH 12"MIN. I " " 12 MIN. � � I � I I � I I � ONE WAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE I I I I I 24 MIN. 1 24 MIN. C 22"MIN 22"MIN REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM. CV Ie 10. OPERABLE PARTS OF HARDWARE SHALL BE 34 INCHES MINIMUM AND 48 INCHES MA JMUM ABOVE THE FINISH FLOOR X>8" L J� k 1 k 'k L ORGROUND. - - - I - - - - 1 1. DOOR CLOSERS AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM. / 12. THE FORCE FOR PUSHING OR PUWNG OPEN AN INTERIOR DOOR OR GATE SHALL BE 5 POUNDS MAXIMUM. 48" MIN. z \ \ \ 13. THE FORCE FOR PUSHING OR PULLING OPEN REQUIRED FIRE DOORS SHALL BE THE MINIMUM OPENING FORCE j o ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. p 1\ °o 14. SWINGING DOOR AND GATE SURFACES WITHIN 10 INCHES OF THE FINISH FLOOR OR GROUND MEASURED 0 VERTICALLY SHWJ_ HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULLWIDTH OF THE DOOR OR i GATE. a FRONT APPROACH, PUSH SIDE, FRONT APPROACH PUSH SIDE, DOOR PROVIDED WITH LATCH APPROACH, PUSH SIDE LATCH APPROACH, PUSH SIDE, HINGE APPROACH PUSH SIDE HINGE APPROACH, PUSH SIDE, 15. AUTOMATIC DOORS AND AUTOMATIC GATES SHALL COMPLY WITH SECTION 404.3. FULL-POWERED AUTOMATIC o DOORS IN SERIES FRONTAPPROACH DOOR PROVIDED WITH BOTH PUSH SIDE BOTH CLOSER AND LATCH DOOR PROVIDED WITH CLOSER DOOR PROVIDED WITH BOTH DOORS SHALL COMPLY WITH ANSI/BHMAAl 56.10. LOW-ENERGYAND POWER-ASSISTED DOORS SHALL COMPLY WITH a- CLOSERAND LATCH CLOSER AND LATCH ANSVBHMAA]56.19, DOORS N.T.S. w k �tmMA m SIGNTEXT 2. WHEREATACTILE SIGN IS PROVIDEIDATA DOOR,THE SIGN SRALLBE LOCATED ALONGSIDE - - � /r\ 1. WHERE BOTH VISUAL AND TACTILE CHARACTERS ARE REQUIRED, EITHER ONE SIGN WITH THE DOORAT THE LATCH SIDE. WHERE ATACTILE SIGN IS PROVIDED AT DOUBLE DOORS q BOTH VISUALAND TACTILE CHARACTERS, OR TWO SEPARATE SIGNS, ONE WITH VISUAL, WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A uj AND ONE WITH TACTILE CHARACTERS, SHALL BE PROVIDED. TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS,THE SIGN SHALL M 2. RAISED CHARACTERS SHALL BE DUPLICATED IN BRAILLE. BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE ® w 3. RAISED CHARACTERS SHALL BE 1/32 INCH MINIMUM ABOVE THEIR BACKGROUND, AT THE LATCH SIDE OF A SINGLE DOOR ORAT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS UPPERCASE AND SANS SERIF FONT. SHALL BE LOCATED ON THE NEARESTADJACENT WALL SIGNS CONTAINING TACTILE 4. CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTER SHALL CHARACTERS SHALL BE LOCATED SO THAT CLEAR FLOOR SPACE OF 18 INCHES MINIMUMUA- �� _ BE 5/8 INCH MINIMUM AND 2 INCHES MAXIMUM BASED ON THE HEIGHT OF THE BY 18 INCHES MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND M UPPERCASE LETTER"I". THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN o = N i^ S 5. STROKE THICKNESS OF THE UPPERCASE LETTER "I"SHALL BE 15 PERCENT MAXIMUM OF THE POSITION. \ F HIAo / HEIGHT 0 THE CRACTER. N �/ � 1 VISUAL CHARACTERS DIRECTIONAL SIGN ISA SIGN Q � TEXT I SIGN BRAILLE 1. CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. CHARACTERS � U � 1 I. BRAILLE SHALL BE CONTRACTED(GRADE 2)AND SHALL COMPLY WITH SECTION 703.4. SHALL CONTRAST WITH THEIR BACKGROUND WITH EITHER LIGHT CHARACTERS ON A DARK ENTRY& DIRECTIONAL SIGN NOTES: W UJ r \\ gm 2. BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. z TABLE 703.4.3. THE INDICATION OF AN UPPERCASE LETTER OR LETTERS SHALL ONLY BE 2. VISUAL CHARACTERS SHALL BE 40 INCHES MINIMUM ABOVE THE FINISH FLOOR OR I . IN EXISTING BUILDINGS AND FACILITIES WHERE NOT ALL ENTRANCES ARE ACCESSIBLE, Q Q O ` i a USED BEFORE THE FIRST WORD OF SENTENCES, PROPER NOUNS AND NAMES, INDIVIDUAL GROUNDACCESSIBLE ENTRANCES SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF _ - v LETTERS OF THE APW16ET, INITIALS,AND ACRONYMS. ACCESSIBILITY. _ 0 3. BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT IN A HORIZONTAL RAMIS 2. SYMBOLS OF ACCESSIBILITY AND THEIR BACKGROUNDS SHALL HAVE A NON-GLARE FINISH. 3 FORMAT, FLUSH LEFT OR CENTERED. IF TEXT IS MULTWNED, BRAILLE SHALL BE PLACED SYMBOLS OF ACCESSIBILITY SHALL CONTRAST WITH THEIR BACKGROUNDS, WITH EITHER A LIGHT um HEIGHT OF TACTILE CHARACTERS BELOW THE ENTIRE TEXT. BRAILLE SHALL BE SEPARATED 3/8 INCH MINIMUM AND 1/2 INCH I. PICTOGRAMS SHALL HAVE A FIELD HEIGHT OF 6 INCHES MINIMUM.CHARACTERS AND SYMBOL ON DARK BACKGROUND OR A DARK SYMBOL ON A LIGHT BACKGROUND. h PICTOGRAM FIELD. 3. DIRECTIONAL SIGNS THAT INDICATE THE LOCATION OF THE NEAREST ACCESSIBLE ENTRANCE (MAXIMUM FROM ANY OTHER TACTILE CHARACTERSAND 3/8 INCH MINIMUM FROM RAISED BRAILLE SHALL NOT BE LOCATED IN THE PI , � 0 BORDERS AND DECORATIVE ELEMENTS 2. PICTOGRAMS AND THEIR FIELD SHALL HAVE NON-GLARE FINISH. PICTOGRAMS SHALL SHALL BE PROVIDED AT NON-ACCESSIBLE ENTRANCES. Q 011* CONTRAST WITH THEIR FIELD WITH EITHER A LIGHT PICTOGRAM ON A DARK FIELD OR A O o #40 F-- SIGN SIGN INSTALLATION DARK PICTOGRAM ON A LIGHT FIELD. Z r I. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES MINIMUM ABOVE THE W .4 110� FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST WBRAILLE CELLS AND 60 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND W H SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS, N.T.S. N.T.S. SIGNS 703 7 ENTRY AND DIRECTIONAL SIGNS 70.7.6 3 070821 0T OB21 STORAGE: 9. NUMERIC KEYS SHALL BEARRANGED IN A 12#YASCENDING OR DESCENDING CHECKOUT COUNTERS: TELEPHONE KEYPAD LAYOUT.THE NUMBER FIVE KEY SHALL BE TACTILELY DISTINCT FROM I. WHERE BINS ARE PROVIDED FOR ENVELOPES,WASTE PAPER,OR OTHER PURPOSES,AT THE OTHER KEYS. 1. WHERE CHECK-OUT AISLES ARE PROVIDED,ACCESSIBLE CHECK-0OUT SHALL BE PROVIDED IN ACCORDANCE WITH THE IBC. ARCHITECT/ ENGINEER OF RECORD LEAST ONE OF EACH TYPE SHALL BE ACCESSIBLE. 10. FUNCTION KEYS SHALL CONTRAST VISUALLY FROM BACKGROUND SURFACES.CHARACTERS WHERE CHECK-OUT AISLES SERVE DIFFERENT WITH THE IBC FOR EACH FUNCTION.WHERE CHECK-OUT AISLES ARE DISPERSED THROUGHOUT THE BUILDING OR FACILITY,FUNCTIONS,ACCESSIBLE CHECK-0UTASLES SHALL BE PROVIDED IN ACCORDANCE O Q O O O O TIGHT.2. A CLEAR FLOOR OR GROUND SPACE SHALL BE PROVIDED. AND SYMBOLS ON KEY SURFACES SHALL CONTRAST VISUALLY FROM KEY SURFACES.VISUAL KEN MCCRACKEN, 3. STORAGE ELEMENTS SHALL COMPLY WITH AT LEAST ONE OF THE REQUIRED ACCESSIBLE CONTRAST SHALL BE EITHER LIGHT-ON-DARKOR DARK-ONARCHITECT REACH RANGES. 11. FUNCTION KEY SURFACES SHALL HAVE TACTILE SYMBOLS AS FOLLOWS: ENTER OR ACCESSIBLE CHECK-OUT AISLES SHALL BE DISPERSED. O4 O5 Q6 O4 O5 O6 ` m 2. CHECKOUT COUNTER SURFACE HEIGHT SHALL BE 38 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. THE TOP OF THE - AMIIK�r"nD•rFDgram me a°^x^'•Pa tffi"9 4. OPERABLE PART;SHALL BE TWISTING F H ONE HAND AND SHALL NOT REQUIRE TIGHT PROCEED KEY: RAISED CIRCLE;CLEAR OR CORRECT KEY: RAISED LEFT ARROW;CANCEL KEY: COUNTER EDGE PROTECTION SHALL BE 2 INCHES MAXIMUM ABOVE THE TOP OF THE COUNTER SURFACE ON THE ASLE SIDE OF THE 6930 DESTINY DRIVE, #100 Q D Q O O O GRASPING, PINCHING, OR TWISTING OF THE WRIST.THE FORCE REQUIRED TO ACTIVATE RAISED LETTER EX ADD VANE KEY: RADS®PLUS SIGN: DECREASE VALUE KEY:RAISED " OPERABLE PARTS SHALL BE 5 POUNDS MINCES SIGN. CHECK-OUT COUNTER. ROCKLIN, CA 95677 O Q 000 Q Q M 12. THE DISPLAY SCREEN SHALL BE VISIBLE FROM A POINT LOCATED 40 INCHES ABOVE THE _ contact:ARIANE SANDERS 0 # 0 # ATM REQUIREMEN6: CENTER OF THE CLEAR FLOOR SPACE IN FROOF THE MACHINE SALES AND SERVICE COUNTERS: 707.655.4320 13. CHARACTERS DISPLAYED ON THE SCREEN SHALL NIS BE IN ASASERIF FONT.CHARACTERS ASANDERsc�PrnociNc.coM 12-KEY 12-KEY 1. A CLEAR FLOOR OR GROUND SPACE SHALL BE PROVIDED. SHALL BE 3/16 INCH HIGH MINIMUM BASED ON THE UPPERCASE LETTER'I'.CHI � � I. WHERE PROVIDED,AT LEAST ONE OF EACH TYPE OF SALES COUNTER AND SERVICE COUNTER SHAT BE ACCESSIBLE.WHERE ASCENDING DESCENDING 2. CONTROLS SHALL BE OPERABLE WITH ONE RAND AND SHALL NOT REQUIRE TIGHT SHALL CONTRAST WITH THEIR BACKGROUND WITH EITHER LIGHT CHARACTERS ON A DARK COUNTERS ARE DISPERSED THROUGHOUT THE BUILDING OR FACILITY,ACCESSIBLE COUNTERS ALSO SHALL BE DISPERSED. GRASPING, PINCHING,OR TWISTING OF THE WRIST. THE FORCE REOUI RED TO ACTMATE BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. 2. THE ACCESSIBLE PORTON OF THE COUNTER TDP SHALL EXTEND THE SAME DEPTH AS THE SATS OR SERVICE COUNTER TOP. OPERABLE PARTS SHALL BE 5 POUNDS. 14. BRAILLE INSTRUCTIONS FOR INITIATING THE SPEECH MODE SHALL BE PROVIDED. 3. A PORTION OF THE COUNTER SURFACE THAT IS 36 INCHES LONG MINIMUM AND 36 INCHES HIGH MAXIMUM ABOVE THE FINISH 3. OPERABLE PMTS SHALL BE WITHIN AN ACCESSIBLE REACH RANGE. FLOOR SHALL BE PROVIDED.A CLEAR FLOOR OR GROUND SPACE SHALL BE POSITIONED FOR A PARALLELAPPROACH ADJACENT TO 4. AUTOMATIC TELLER MACHINES SHALL PROVIDE THE OPPORTUNITY FOR THE SAME DEGREE THE 36 INCH MINIMUM LENGTH OF COUNTER. OF PRIVACY OF INPUT AND OUTPUT AVAILABLE TO ALL INDIVIDUALS. FOODSERVICE COUNTER CHECK-OUT AISLE COUNTER 4. WHERE THE PROVIDED ALL ED COUNTER SURFACE IS LESS THAN 36 INCHES LONG,THE ENTIRE COUNTER SURFACE SHBE 36 INCHES S. MACHINES SHALL BE SPEECH ENABLED.OPERATING INSTRUCTIONS AND ORIEMAMN, of F da,,on Chose and d,ol not be copied L dor ma vo'a cads n HIGH MAXIMUM ABOVE THE FINISH FLOOR. a f o. n ° "°' .`8Paned a°a"d an l wr1"en VISIBLE TRANSACTION PROMPTS, USER INPUT VERIFICATION, ERROR MESSAGES,AND ALL =_+^��"^ ^Y mrtrtact xameaR��M�^.,"e�^'^'��T_ 5. WHERE COUNTERS OR TELLER WINDOWS HAVE SECURITY GLAZING TO SEPARATE PERSONNEL FROM THE PUBLIC,A METHOD TO � ='jan�a"wit"iR lave=am and are not vTtaWs�as an a�' DISPLAYED INFORMATION FOR FULL USE SHALL BE ACCESSIBLE TO AND INDEPENDENTLY 360 MIN.�` Ire e,w a I ,sr. .ne. me of W.cnav m 1«."i.ea=e or".angle USABLE BY INDIVIDUALS WITH VISION IMPAIRMENTS.SPEECH SHALL BE DELIVERED RAISED FACILITATE VOICE COMMUNICATION SHALL BE PROVIDED aaa"ne• aaiecd ecp:es m" serAcem of araae,ty it"nRed arc-ft a and THROUGH A MECHANISM THAT IS READILY AVAILABLE TO ALL USERS, INCLUDING BUT NOT "n; ""z Repvdx-m o we mn"aa-eoo d. to R" o anc e COUNTER " °`"� 'R not� t- FW- LIMITED TO,AN INDUSTRY STANDARD CONNECTOR ORATELEPHONE HANDSET.SPEECH FOOD SERVICE LINES: �� ACCESSIBLE c=2 u~i n- SHALL BE RECORDED OR DIGITIZED HUMAN,OR SYNTHESIZED. w 6. SPEECH SHALL BE CAPABLE OF BEING REPEATED OR INTERRUPTED.VOLUME CONTROL CO = w UNTER 1. WHERE SELF-SERVICE SHELVES ARE PROVIDED,AT LEAST 50 PERCENT, BUT NO FEWER THAN ONE, OF EACH TYPE PROVIDED SHALL _ S2 m SHALL BE PROVIDED FOR THE SPEECH FUNCTION. COMPLYWITH REQUIRED REACH RANGES. SEAL _ ;� 7. WHERE RE-CEIPTSARE PROVIDED,SPEECH OUTPUT DEVICES SHALL PROVIDE AUDIBLE 2. THE TOPS OF TRAY SLIDES SHALL BE 28 INCHES MINIMUM AND 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. 15 0 a BALANCE INQUIRY INFORMATION, ERROR MESSAGES,AND ALL OTHER INFORMATION ON 0 THE PRINTED RECEIPT NECESSARY TO COMPLETE OR VERIFY THE TRANSACTION. S. AT LEAST ONE TACTILELY DISCERNIBLE INPUT CONTROL SHALL BE PROVIDED FOR 64CH �� ATM REACH HEIGHT FUNCTION.WHERE PROVIDED, KEY SURFACES NOT ON ACTIVEAREAS OF DISPLAY KENNETH J_ F M RACKE SCREENS,SHALL BE RASED ABOVE SURROUNDING SURFACES.WHERE MEMBRANE KEYS ARE THE ONLY METHOD OF INPUT, EACH SWVJ_BE TACTILELY DISCERNIBLE FROM SERVICE COUNTER FRONT ELEVATION • SURROUNDING SURFACES AND AQWCENTKES. AM , WA I icww N 5599 N.T.S. N.T.S. ��9TF OF ATMS 707 01�p � ® COUNTERS U70820 2 03/26/21 FORWARD REACH: KJM/2564 I. WHERE A FORWARD REACH IS UNOBSTRUCTED, THE HIGH FORWARD REACH SHALL BE 48 INCHES MAXIMUM 601 MIN. ,I�--60"MIN. ,, 2. WHEREA HIGH FORWARDAND THE LOW FORWARD REACHS OVER EACH SHALL EAM OBSTRUCTION,TH15 INCHES MINIMUMABOVE CLEAR FLOOR SPACEOSOHALLRDXTEND BENEATH , _ I - - ` ISSUE DATE DESCRIPTION ,� --- -�� - -- 'I� X . \\ THE ELEMENT FORA DISTANCE NOT LESS THAN THE REQUIRED RFACHI DEPTH OVER THE OBSTRUCTION. THE z I 1 I I z ; 1 ; � I Q HIGH FORWARD REACH SHALL BE 48 INCHES MAXIMUM WHERE THE REACH DEPTH IS 20 INCHES MAXIMUM. ICE 1 z I o 5 1 _ WHERE THE REACH DEPTH EXCEEDS 20 INCHES, THE HIGH FORWARD REACH SHALL BE 44 INCHES MAXIMUM a - I� [ 6 ;y CIS_ _ AND THE REACH DEPTH SHALL BE 25 INCHES MAXIMUM. I �I J o "60 '� �r `� 48" MIN. 36" MIN. SIDE REACH: � 1 I � 1. WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLELAPPRO"TO AN ELEMENT AND THE SIDE _L BASE J_ *30"MIN. , REACH DEPTH REACH DEPTH REACH DEPTHJI - - REACH IS UNOBSTRUCTED,THE HIGH SIDE REACH SHALL BE 48 INCHES MAXIMUM AND THE LOW SIDE REACH 10"MAX. 10" MAX. 10"to 24" MAX. SHALL BE 15 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND. W MIN.-t� FORWARD PARALLEL A O --9:]- 2. AN OBSTRUCTION SHALL BE PERMITTED BETWEEN THE CLEAR FLOOR OR GROUND SPACE AND THE ELEMENT x SIDE REACH WHERE THE DEPTH OF THE OBSTRUCTION IS 10 INCHES MAXIMUM. 12"MIN. 12"MIN. L 3. WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PAtAU_ELAPPROACH TO AN ELEMENTAND THE HIGH 60"MIN. SIDE REACH IS OVER AN OBSTRUCTION,THE HEIGHT OF THE OBSTRUCTION SHAT BE 34 INCHES MAXIMUM AND CIRCULAR SPACE T-SHAPED SPACE REACH DEPTH THE DEPTH OF THE OBSTRUCTION SHALL BE 24 INCHES MAXIMUM.THE HIGH SIDE REACH SFIALL BE 48 INCHES REACH DEPTH GREATER THAN MAXIMUM FOR A REACH DEPTH OF 10 INCHES MAXIMUM.WHERE THE REACH DEPTH EXCEEDS 10 INCHES, THE CLEAR FLOOR SPACE NOTES: ALCOVE 03/29/2021 SUBMITTAL SET 20"MAX. 20"to 25"MAX. HIGH SIDE REACH SHALL BE 46 INCHES MAXIMUM FORA REACH DEPTH OF 24 INCHES MAXIMUM. PROJECT INFORMATION BLOCK TURNING SPACE NOTES: I . SLOPES NOT STEEPER THAN 1 :48 SHALL BE PERMITTED. 2. THE CLEAR FLOOR OR GROUND SPACE SHALL BE 30 INCHES MINIMUM BY 48 INCHES JOB # JPM2tool.o I. SLOPES NOT STEEPER THAN 1 :48 SHALL BE PERMITTED. MINIMUM. DATE: 3/2/2021 x 2. CIRCLE TURNING SPACE SHALL BE A SPACE OF 60 INCHES DIAMETER MINIMUM. THE SPACE 3. UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR OR GROUND SPACE SHALL BE PERMITTED TO DRAWN BY: PM SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE. INCLUDE KNEE AND TOE CLEARANCE. CHECKED BY: AS "Mtom 3. T-SHAPED TURNING SPACE SHALL BE WITHIN A 60 INCH SQUARE MINIMUM WITH ARMS AND 4. UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR OR GROUND SPACE SHALL BE POSITIONED BASE 36 INCHES WIDE MINIMUM. EACH ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS FOR EITHER FORWARD OR PARALLEL APPROACH TO AN ELEMENT. 12 INCHES MINIMUM IN EACH DIRECTION AND THE BASE SHALL BE CLEAR OF S. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE SHALL ADJOIN MODEL �k OBSTRUCTIONS 74 INCHES MINIMUM. THE SPACESHAI-BEPERMITTEDTOINCLUDEKNEE AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR OR GROUND SPACE. DRAWING STANDARDS v20.2 AND TOE CLEARANCE ONLYAT THE END OF EITHER THE BASE OR ONE ARM. 6. ALCOVES SHALL BE 36 INCHES WIDE MINIMUM WHERE THE DEPTH EXCEEDS 24 INCHES. FORWARD REACH OVER OBSTRUCTIONS 4. DOORS SHALL BE PERMITTED TO SWING INTO TURNING SPACES UNLESS OTHERWISE 7. ALCOVES SHALL BE 60 INCHES WIDE MINIMUM WHERE THE DEPTH EXCEEDS 15 INCHES. SPECIFIED. SHEET TITLE REACH RANGES N.T.S. !� TURNING SPACE N.T.S. CL FLOOR SPACE �5 N.T.S. 1 ACCESSIBILITY SHEET OI.OR20 07,081➢ 01082, SHEET NUMBER A0 . 202 SINGLE USER SIZE: DRINKING FOUNTAIN NOTES 1 . NO FEWER THAN TWO DRINKING FOUNTAINS SHALL BE PROVIDED. WHEN PROVIDED, ONE LOWERED DRINKING _ I. CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES MINIMUM MEASURED PERPENDICULAR FROM THE SIDE WALLAND 56 FOUNTAIN AND ONE DRINKING FOUNTAIN FOR STANDING PERSONS SHALL BE PROVIDED. INCHES MINIMUM MEASURED PERPENDICULAR FROM THE REAR WALL 2. WHERE A SINGLE DRINKING FOUNTAIN FOR STANDING AND SEATING PERSONS IS PROVIDED, IT SHALL BE PERMITTED TO TOILET COMPARTMENT SIZE: BE SUBSTITUTED FOR TWO SEPARATE DRINKING FOUNTAINS. 59'MIN. 59"MIN, 3. UNITS SHALL HAVE ACLEAR FLOOR OR GROUND SPACE POSITIONED FOR A FORWARD APPROACH AND CENTERED ON _ @ FLOORMOUNTED WC ®FLOOR MOUNTED WC 1 . WHEELCHAJR ACCESSIBLE COMPARTMENTS SHALL BE 60 INCHES WIDE MINIMUM MEASURED PERPENDICULAR TO THE SIDE WALL, THE UNIT. 56"MIN. 56"MIN. AND 56 INCHES DEEP MINIMUM FOR WALL HUNG WATER CLOSETS AND 59 INCHES DEEP MINIMUM FOR FLOOR MOUNTED WATER 4. KNEE AND TOE CLEARANCE SHALL BE PROVIDED. 56" MIN. g WALL MOUNTED we @WALL MOUNTED WC CLOSETS MEASURED PERPENDICULAR TO THE REAR WALL. 5. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS. _ TOILET COMPARTMENT DOORS: 5" MAX. 6. SPOUT OUTLETS SHALL BE 36 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. 15"MIN. 7. THE SPOUT SHALL BE LOCATED 15 INCHES MINIMUM FROM THE VERTICAL SUPPORT AND 5 INCHES MAXIMUM FROM THE O rI- - - - - - 1 . TOILET COMPARTMENT DOORS, INCLUDING DOOR HARDWARE, SHALL COMPLY WITH SECTION 404 EXCEPT THAT IF THE APPROACH IS -�`O FRONT EDGE OF THE UNIT, INCLUDING BUMPERS. TO THE LATCH SIDE OF THE COMPARTMENT DOOR, CLEARANCE BETWEEN THE DOOR SIDE OF THE STALL AND ANY OBSTRUCTION z ? z 8. THE SPOUT SHALL PROVIDE A FLOW OF WATER 4 INCHES HIGH MINIMUM AND SHALL BE LOCATED 5 INCHES MAXIMUM g SHALL BE 42 INCHES MINIMUM. II o 2. DOORS SHALL BE LOCATED IN THE FRONT PARTITION OR IN THE SIDE WALL OR PARTITION FARTHEST FROM THE WATER CLOSET. FROM THE FROM OF THE UNIT. THE ANGLE OF THE WATER STREAM SHALL BE MEASURED HORIZONTALLY RELATIVE TO 3. WHERE LOCATED IN THE FRONT PARTITION, THE DOOR OPENING SHALL BE 4 INCHES MAXIMUM FROM THE SIDE WALL OR PARTITION THE FRONT FACE OF THE UNIT.WHERE SPOUTS ARE LOCATED LESS THAN 3 INCHES OF THE FRONT OF THE UNIT, THE JI ,-L----OTHER - - FARTHEST FROM THE WATER CLOSET. WHERE LOCATED IN THE SIDE WALL OR PARTITION, THE DOOR OPENING SHALL BE 4 INCHES ANGLE OF THE WATER STREAM SHALL BE 30 DEGREES MAXIMUM. WHERE SPOUTS ARE LOCATED BETWEEN 3 INCHES AND ALLOWED NOT MAXIMUM FROM THE FRONT PARTITION. 5 INCHES MAXIMUM FROM THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 15 DEGREES Ln WITHIN WC 4. THE DOOR SHALL BE SELF-CLOSING. n CLEAR SPACE DOOR SHALL NOT SHIN 5. A DOOR PULL COMPLYING WITH SECTION 404.2.6 SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. MAXIMUM. *• ' INTO THE REQUIRED 6. DOORS SHALL NOT SWING INTO THE Cl FAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE. 9. SPOUT OUTLETS OF DRINKING FOUNTAINS FOR STANDING PERSONS SHAIt BE 38 INCHES MINIMUM AND 43 INCHES IIJJ MINIMUM AREA OF THE m MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. COMPARTMENT TOE CLEARANCE: SIZE OF CLEARANCE AT SIDE OUT-SWINGING DOOR SIDE IN-SWINGING DOOR I . THE FRONT PARTITION AND AT L.EASTONE SIDE PARTITION SHALL PROVIDE ATOE CLEARANCE OF 9 INCHES MINIMUM ABOVE THE O WATER CLOSETS IN FINISH FLOOR AND 6 INCHES DEEP MINIMUM BEYOND THE COMPARTMENT-SIDE FACE OF THE PARTMON, EXCLUSIVE OF PARTITION SINGLE USER RESTROOM SUPPORT MEMBERS. 2. COMPARTMENTS FOR CHILDREN'S USE SHALL PROVIDE ATOE CLEARANCE OF 12 INCHES MINIMUM ABOVE THE FINISH FLOOR. 3. TOE CLEARANCE AT THE SIDE PARTITION IS NOT REQUIRED IN A COMPARTMENT GREATER THAN 66 INCHES WIDE. o 59"MIN. 59'MIN. DRINKING FOUNTAIN DRINKING FOUNTAIN a FLOOR MOUNTED WC @ FLOOR MOUNTED WC AMBULATORYACCESSIBLE COMPARTMENTS: SPOUT LOCATION ELEVATION w 56"MIN. 56"MIN. I . AMBULATORY ACCESSIBLE COMPARTMENTS SHALL HAVE A DEPTH OF 60 INCHES MINIMUM AND A WIDTH OF 36 INCHES. a @WALLMOUNTEDWC @WALL MOUNTED WC 2. TOILET COMPARTMENT DOORS, INCLUDING DOOR HARDWARE, SHALL COMPLY WITH SECTION 404, EXCEPT THAT IF THE APPROACH IS TO THE LATCH SIDE OF THE COMPARTMENT DOOR, CLEARANCE BETWEEN THE DOOR SIDE OF THE COMPARTMENTAND ANY ALTERNA OBSTRUCTION SHALL BE 42 INCHES MINIMUM. THE DOOR SHALL BE SELF-CLOSING. A DOOR PULL COMPLYING WITH SECTION DRINKING FOUNTAINS N.T.S. 4 DOORLOCATION 404.2.6 SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. TOILET COMPARTMENT DOORS SHALL NOT SWING INTO nass,esz O O THE MINIMUM REQUIRED COMPARTMENT AREA. 000% � I � I � � I it / I OVERLAP: 131/2'MIN. 1 - - - - I . THE REQUIRED CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO OVERLAP THE WATER CLOSET,ASSOCIATED GRAB 131/2" MIN. N W _ - 4"MAX. BARS, DISPENSERS, SANITARY NAPKIN DISPOSAL UNITS, COAT HOOKS, SHELVES,ACCESSIBLE ROUTES, CLEAR FLOOR SPACE AND 4"MAX CLEARANCES REQUIRED AT OTHER FIXTURES, AND THE TURNING SPACE. NO OTHER FDCTURES OR OBSTRUCTIONS SHALL BE LOCATED II42" MIN. OOR SHALL NOT SWING WITHIN THE REQUIRED WATER CLOSET CLEARANCE. F �I` INTO THE REQUIRED I M MINIMUM AREA OF THE i WATER CLOSET: / COMPARTMENT LLI I . THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE OF THE M INSULATE PIPES END OUT-SWINGING DOOR END IN-SWINGING DOOR TOILET COMPARTMENT WATER CLOSET SHALL BE 16 INCHES MINIMUM TO 18 INCHES MAXIMUM FROM THE SIDE WALLOR PARTITION, EXCEPT THAT THE _ � O � = N DOORS WATER CLOSET SHALL BE 17 INCHES MINIMUM AND 19 INCHES MAXIMUM FROM THE SIDE WALLOR PARTITION IN THE AMBULATORY �S ACCESSIBLE TOILET COMPARTMENT. O U 2. THE SEAT HEIGHT OF A WATER CLOSET ABOVE THE FINISH FLOOR SHALL BE 17 INCHES MINIMUM AND 19 INCHES MAXIMUM N /w MEASURED TO THE TOP OF THE SEAT. SEATS SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION. SEATS SHALL BE 2 INCHES LAVATORY ELEVATION IL -PARTITION ARTITION HIGH MAXIMUM. M0 UJ r t gm O zP36w LAVATORY NOTES: WALL HUNG TYPE STALL TYPE Q O CL 6" MIN. 6" MIN. URINAL NOTES: _0 1 . A CLEAR FLOOR SPACE POSITIONED FOR A FORWARD APPROACH, AND KNEE AND TOE 0 CLEARANCE THE O BE PROVIDED. I . URINALS SHALL BE THE STALL-TYPE OR THE WALL-HUNG TYPE WITH THE RIM 17 INCHES Z. THE QIP CE THE OVERFLOWSHALL NOT BE CONSIDERED IN DETERMINING KNEE ANDTOE L HCLEARANCES. MAXIMUM ABOVE THE FINISH FLOOR QR GROUND. ii3. LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT OF THE HIGHER OF THE RIM 2. URINALS SHALL BE 13-1/2 INCHES MINIMUM MEASURED FROM THE OUTER FACE OF 9 MIN. 12"MIN. OR COUNTER SURFACE 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. THE URINAL RIM TO THE BACK OF THE FIXTURE. > �l/k�� 4. CONTROLS FOR FAUCETS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE 3- A CLEAR FLOOR OR GROUND SPACE POSITIONED FOR FORWARD APPROACH SFW1 BE- - TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO PROVIDED. O O i ELEVATION ELEVATION v ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS. HAND-OPERATED METERING FAUCETS 4. FLUSH CONTROLS SHALL BE HAND OPERATED ORAUTOMATIC. HAND OPERATED FLUSHSHALL REMAIN OPEN FOR 10 SECONDS MINIMUM. CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT6"MIN. Lo ADULT CHILDREN W � .� 5. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR GRASPING PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS. OTHERWISE CONFIGURED TO PROTECT AGAWST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS. TOE CLEARANCE TOE CLEARANCE AMBULATORY COMPARTMENT TOILET ROOMS & COMPARTMENTS 603,W4 N.T.S. 11 LAVATORIES 606 N.T.S. ) URINALS N.T.S. 3 1171 GRAB BAR NOTES: CLEAR SPACE _= I . GRAB BARS SHALL BE PROVIDED ON THE SIDE WALL CLOSEST TO THE WATER CLOSET AND I . DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLENMCE REQUIRED FOR ANY +-39'-41"jN ; z ON THE REAR WALL. FIXTURE. ARCHITECT/ ENGINEER OF RECORD 54"MIN2. THE SIDE WALL GRAB BAR SHALL BE 42 INCHES LONG MINIMUM, LOCATED 12 INCHES T'-9" 2. WHERE THE TOILET ROOM OR BATHING ROOM IS FOR INDIVIDUAL USE AND A 30 INCH X 48 INCH KEN MCCRACKEN, MAXIMUM FROM THE REAR WALL AND EXTENDING 54 INCHES MINIMUM FROM THE REAR CLEAR FLOOR SPACE IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOOR SWING, 12" MAX. WALL DOORS SHALL BE PERMITTED TO SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED ARCHITECT 3. A VERTICAL GRAB BAR 18 INCHES MINIMUM IN LENGTH SHALL BE MOUNTED WITH THE FOR ANY FIXTURE A r,a ,_tl .F•,,,oro ,awnaycnxmt•P�7�n ten9 42"M BOTTOM OF THE BAR LOCATED 39 INCHES MINIMUM AND 41 INCHES MAXIMUM ABOVE �k 6930 DESTINY DRIVE, #i 100 THE FLOOR,AND WITH THE CENTER UNE OF THE BAR LOCATED 39 INCHES MINIMUM AND z TOILET ROOM ACCESSORIES ROCKUN, CA 95677 41 INCHES MAXIMUM FROM THE REAR WALL - I . MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SR BE INSTALLED WITH THE BOTTOM Contact:ARIANE SANDERS 4. THE REAR WALL GRAB BAR SHALL BE 36 INCHES LONG MINIMUM AND EXTEND FROM THE EDGE OF THE REFLECTING SURFACE 40 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. 707.655.4320 M CENTERUNE OF THE WATER CLOSET 12 INCHES MINIMUM ON ONE SIDE AND 24 INCHES 2. COAT HOOKS SHALL BE LOCATED WITHIN 48 INCHES MAXIMUM ABOVE THE FINISH FLOOR. ASANDERS@PMDGINC.COM cl) MINIMUM ON THE OTHER SIDE. DISPENSER UNIT LOCATION 3. SHELVES SHALL BE LOCATED 40 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISH 5. THE REAR GRAB BAR SHALL BE PERMITTED TO BE 24 INCHES LONG MINIMUM, CENTERED FLOOR. z ON THE WATER CLOSET, WHERE WALL SPACE DOES NOT PERMIT LENGTH OF 36 INCHES 4. WHERE TOWEL OR SANITARY NAPKIN DISPENSERS, WASTE RECEPTACLES, OR OTHER ACCESSORIES SIDE WALL GRAB BAR MINIMUM DUE TO THE LOCATION OF A RECESSED FIXTURE ADJACENT TO THE WATER ARE PROVIDED IN TOILET FACILITIES,AT LEAST ONE OF EACH TYPE SHALL BE LOCATED ON AN r' CLOSET. ACCESSIBLE ROUTE. ALL OPERABLE PARTS, INCLUDING COIN SLOTS, SHALL BE 48 INCHES MAXIMUM 6. GRAB BARS WITH CIRCULAR CROSS SECTIONS SHALL HAVE AN OUTSIDE DIAMETER OF 1-1 A ABOVE THE FINISH FLOOR. INCHES MINIMUM AND 2 INCHES MAXIMUM. 5. TOILET PAPER DISPENSERS SHALL BE 7 INCHES MINIMUM AND 9 INCHES MMMUM IN FRONT OF ,,,,� ypnd"oecficeHpn"ae, e p fldenrelmdpapbv paps y MIN. 7. THE SPACE BETWEEN THE WALLAND THE GRAB BAR SHALL BE 1-1/2 INCHES. THE SPACE / THE WATER CLOSET MEASURED TO THE CENTERUNE OF THE DISPENSER. THE OUTLET OF THE cd Mayon Chare and MMI not be coplea V xacuced F"pu'w l 36 MIN. BETWEEN THE GRAB BAR AND PROJECTING OBJECTS BELOW AND AT THE ENDS SHALL BE / i DISPENSER SHALL BE BELOW THE GRAB BAR, 18 INCHES MINIMUM ABOVE THE FINISH FLOOR AND ° in c°""' "n `°" " acev an WC ° pa"d s on T=�.a i ,�, silo n ppb unctbn Mei Ms'sue.and are not'ond!t gar ase or a dHdert 24"MIN. 12"MIN. - - 1 / SHiALL NOT BE LOCATED BEHIND GRAB BARS. DISPENSERS SHALL NOT BE OF A TYPE THAT �«W a I w �p,tree.,�w la,"le see a e p we a, -I/Z INCHES MINIMUM. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS TO MIRROR a v"er prajx a *. ",e a "1 roped, is d acH ecb and ABOVE SHALL BE 12 INCHES MINIMUM. - � - ✓/�� SURFACE CONTROLS DEUVERY OR THAT DOES NOT ALLOW CONTINUOUS PAPER FLOW. °"�"°° ""p°° `"°" per, ea s'a ° "°" ap PROJECTING OBJECTS RECESSED OBJECTS 8. GRAB BARS SHALL BE INSTAVIED IN A HORIZONTAL POSITION, 33 INCHES MINIMUM AND 36 _ INCHES MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING X SURFACE. i SPACING OF GRAB BARS 9. GRAB BARS AND ANY WALL OR OTHER SURFACES ADJACENT TO GRAB BARS SHALL BE FREEv SEAL 0 OF SWARF OR ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES. TRANSFER SIDE 10. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. ,�VED AIC 11 . GRAB BARS SHALL BE INSTALLED IN ANY MANNER THAT PROVIDES A GRIPPING SURFACE AT THE SPECIFIED LOCATIONS AND THAT DOES NOT OBSTRUCT THE REQUIRED CLEAR FLOOR SEAT TOWEL WASTE PRODUCT TOWEL SOAP MIRROR �� KENNETH J. SPACE. COVER & DISPENSER M RACKE 12. ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN A VERTICAL DISPENSER WASTE REAR WALL GRAB BAR OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINT ON THE GRAB BAR, TOILET ROOM ACCESSORIES • FASTENER, MOUNTING DEVICE, OR SUPPORTING STRUCTURE. AM (WA License It 5599 N.T.S. N.T.S. s9�F OF WATER CLOSET GRAB BARS 604,609 10 TOILET ROOM ACCESSORIES 6W 6042 07.�IJ 07A&20 03/26/21 TOE CLEARANCE KJM/258d 1. SPACE UNDERAN ELEMENT BETWEEN THE FINISH FLOOR OR GROUNDAWD 9 INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL BE CONSIDERED TOE CLEARANCE. F 2. TOE CLEARANCE SHALL EXTEND 25 INCHES MAXIMUM UNDER AN ELEMENT. ISSUE DATE DESCRIPTION 1 3. WHERE TOE CLEARANCE IS REQUIRED AT AN ELEMENT AS PART OF A CLEAR FLOOR SPACE, THE TOE 91, 1 CLEARANCE SHALL EXTEND 17 INCHES MINIMUM BENEATH THE ELEMENT. 4MAX. MIN. L - - - - 4. SPACE EXTENDING GREATER THAN 6 INCHES BEYOND THE AVAILABLE KNEE CLEARANCE AT 9 INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL NOT BE CONSIDERED TOE CLEARANCE. 17"-25 5. TOE CLEARANCE SHALL BE 30 INCHES WIDE MINIMUM. ELEVATION PLAN KNEE CLEARANCE I. SPACE UNDER AN ELEMENT BETWEEN 9 INCHES AND 27 INCHES ABOVE THE FINISH FLOOR OR GROUND TOE CLEARANCE SHALL BE CONSIDERED KNEE CLEARANCE. 2. KNEE CLEARANCE SHALL DCTEND 25 INCHES MAXIMUM UNDERAN ELEMENTAT 9 INCHES ABOVE THE FINISH FLOOR OR GROUND. 8" MIN. 3. WHERE KNEE CLEARANCE IS REQUIRED UNDERAN ELEMENTAS PART OF ACLEAR FLOOR SPACE,THE KNEE z CLEARANCE SHALL BE I 1 INCHES DEEP MINIMUM AT 9 INCHES ABOVE THE FINISH FLOOR OR GROUND, g AND 8 INCHES DEEP MINIMUM AT 27 INCHES ABOVE THE FINISH FLOOR OR GROUND. 03/29/2021 SUBMITTAL SET 07 4. BETWEEN 9 INCHES AND 27 INCHES ABOVE THE FINISH FLOOR OR GROUND,THE KNEE CLEARANCE SHALL BE PERMITTED TO REDUCE ATA RATE OF 1 INCH IN DEPTH FOR EACH 61NCHES IN HEIGHT. PROJECT INFORMATION BLOCK =_ 4 5. KNEE CLEARANCE SHALL BE 30 INCHES WIDE MINIMUM. z 1 _ z JOB #t JPM21001.0 N o DATE: 3/2/2021 M L - Y DRAWN BY: PM 25" CHECKED BY: AS MAX.' 11" MIN, MODEL ELEVATION PLAN DRAWING STANDARDS v20.2 KNEE CLEARANCE SHEET TITLE TOE KNEE CLEARANCE 306 N.T.S. 1 ACCESSIBILITY SHEET SHEET NUMBER A002 . 3 GENERAL NOTES PLAN LEGEND DEMOLITION PLAN NOTES _ 1. DEMOLITION IS REQUIRED OF ALL BUILDING COMPONENTS WHICH ARE INDICATED B. ELECTRICAL DEMOLITION SHALL INCLUDE REMOVAL OF ALL RECEPTACLES, A-1 (E) EXTERIOR CMU WALL TO REMAIN. BY DASHED LINES. TELEPHONE/DATA OUTLETS,CABLING AND DEVICES.MAINTAIN CIRCUIT WALL TO REMAIN A-2 (E) STOREFRONT TO REMAIN. _ CONTINUITY TO REMAINING DEVICES,AS REQUIRED REUSE ALL ABANDONED (E) 2. IMPORTANT:COORDINATE EXTENT OF DEMOLITION WITH REQUIREMENTS FOR CIRCUITS WHERE POSSIBLE. THE SCOPE OF CONSTRUCTION. (E) WALLS TO BE REMOVED A-3 (E) DEMISING WALL TO REMAIN. 9. GENERAL CONTRACTOR TO TAKE ALL NECESSARY PRECAUTIONS TO ENSURE 3. REMOVE FROM SITE PROMPTLY&LEGALLY ALL ITEMS NOT NOTED FOR THAT EXISTING WORK NOT SHOWN TO BE DEMOLISHED(OR THOSE UNDER A-4 (E) OVERHANG TO REMAIN. RE-USEIRE-INSTALLATION OR DELIVERY TO OWNER. CONSTRUCTION BY OTHERS,IF APPLICABLE)IS NOT DAMAGED,ANY SUCH AREA NOT IN SCOPE 4. MEP DEMOLITION INDICATED ON ARCHITECTURAL DEMOLITION PLAN MUST BE DAMAGED WORK IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO A-5 (E) TRUSSES ABOVE TO REMAIN. REPAIR TO THE ORIGINAL CONDITION TO THE LANDLORD'S SATISFACTION. �zd COORDINATED WITH THE REQUIREMENTS FOR MEP CONSTRUCTION. 5. ALL DEMOLITION ACTIVITIES SHALL BE PERFORMED INCOMPLIANCE WITH ALL 10. UNDER NO CIRCUMSTANCE IS ANY BUILDING STRUCTURAL ELEMENT TO BE CUT A 6 REMOVE (E) FLOOR FINISH. (E) SLAB TO REMAIN. PATCH AND REPAIR AS REQUIRED OR ALTERED IN ANY WAY.BUILDING UTILITIES SUCH AS WATER,SEWER,STORM FOR FLUSH,SMOOTH AND LEVEL SUBSTRATE. APPLICABLE LOCAL,STATE,AND FEDERAL CODES,LAWS AND ORDINANCES,THE WATER DRAINAGE,ELECTRICAL,FIRE PROTECTION,TELEPHONE,ALARMS, INTEGRITY OF LIFE SAFETY AND EXISTING SYSTEMS IS TO BE MAINTAINED IN SECURTIY,HVAC AND GAS ARE NOT TO BE TURNED OFF OR ALTERED SUCH THAT REMOVE (E) FINISHES AT WOOD BOX AT COLUMN. PATCH /REPAIR (E) GYP BD tn ACCORDANCE WITH THESE CODES AND REGULATIONS. THEY AFFECT BUILDING OR OTHER TENANT SYSTEMS.TEMPORARY SHUT-OFF IN A-7 FINISH. PREP FOR NEW PAINT. & WHILE THIS DRAWING GENERALLY REPRESENTS THE NATURE OF THE EXISTING ORDER E ACCOMMODATE TENANT CONSTRUCTION MUST BE COORDINATED A-8 REMOVE E DOOR. CONSTRUCTION TO BE DEMOLISHED,EXISTING CONDITIONS AS INDICATED HAVE WITH THE LANDLORD. ( ) NOT BEEN VERIFIED AND NOT EVERY DETAIL OF EXISTING CONSTRUCTION IS 11. THE CONTRACTOR SHALL VERIFY THE CONDITION OF ANY MATERIAL BEING A-9 REMOVE (E) FURNITURE AND MILLWORK. SHOWN, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY EXISTING SALVAGED FOR REUSE AND STORE IN ALOCATION THAT WILL NOT ADVERSELY (E) FURRED WALL AND INSULATION TO REMAIN. REMOVE (E) FINISHES AND PREP FOR CONDITIONS, INCLUDING THE LOCATIONS AND CONFIGURATION OF STRUCTURAL, AFFECT ITS REUSE.CLEAN AND REPAIR SALVAGED MATERIALS AS NECESSARY A-10 N FINISHES. FLOOR FINISH,PARTITIONANALL,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-11 (E) STRUCTURAL COLUMN TO REMAIN. 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 A-12 (E) WALL TO BE REMOVED. FLOOR FINISHES,INTERIOR WALL PARTITIONS,INTERIOR DOORS&WINDOWS, WHERE DEMOLITION HAS OCCURRED. AND CEILING FINISHES AND FIXTURES. PERFORM DEMOLITION ACTIVITIES WITH A A-13 PORTION OF (E) DEMISING WALL TO BE REMOVED FOR NEW DOOR. CAREFUL UNDERSTANDING OF SUBSEQUENT NEW CONSTRUCTION 13. CONTRACTOR MUST OBTAIN AQMD APPROVAL PRIOR TO DEMOLITION. REQUIREMENTS IN AREAS WHERE ADJACENT OR SUBSTRATE CONSTRUCTION IS A-14 O TO REMAIN AS PART OF THE FINISHED WORK. w tY Q a w a D C B M - - 41W N co LO 54X,9 mIllm 3: W M N Ny � a 1 - 1 co W U � - - - - - - - - -- -- - - - - - - - - - --- - - 1 L) p 7 - - - Lim a h Q I IIL6p I , o0440 11-- ❑ W a ZVI A5 OT SC E +- - - - - - - - - - - - - - - - - - - - - - - - - - - � XIS NG AS NK N i 4-1 A 13 1 TI CO ARCHITECT/ENGINEER OF RECORD 1 KEN McCRACKEN, ARCHITECT - / ' �_ ,�ui , Architttfurc•'rogam ManogcmL»t•Pcrr•fitfing _ ( l } -1 { 6930 DESTINY DRIVE, #100 ROCKLIN, CA 95677 1 Contact:ARLANE SANDERS 707.655.4320 ASANDERS®PMDGINC.COM I I 1 I I , L - - - - - - - - - - - - - - - - - - - - - - - - - - - - � ■ mase Norw scntl .ncl aHorsae ine ,i..l. oc psop'Ievv Propofy 1 al JP Magor C c m 9�d1 not fx roped dr n:prdnacetl an- s written A-1 1 ' sh.n o,i un Te con in k dacar an are ote 'tab io x an r"s!petit site"o x�anct viAf,Ns Lwe aW andarenot for ref rorasedmaA,e or sib a at c a& ^me. the d Mese dr f oro la rehr adl a e\g'IN.B or a diner prgeci dl4-os of scvkas of ardpMy h fm war ah and 1 eiplriaers. Neprotluc�an of tna aanR m Crtand, R fa rase an arvll,er 1 aalacf 6 f101 aa�. A•11 1 � 1 \ / SEAL A•6 � \ KENNETH J. M RACKE I, NO IN OP11714L _ _ _ _ _ _ _ _ 1 / \ \ AM .WAS 1 n Itce #5599 OF 1 I / 03/26/21 \ KJW2564 / A•12 A•f0 A•2 A•10 I -- _ ISSUE DATE DESCRIPTION - - - - - - - - - - - - \ A•1 A-1 1 i O I I I I I I I I I I I I 03/29/2021 SUBMITTAL SET I I PROJECT INFORMATION BLOCK I JOB # JPM21001.0 A� DATE: 3/2/2021 I A,9 DRAWN BY: PM CHECKED BY: AS I I I I I MODEL DRAWING STANDARDS v20.2 I I i SHEET TITLE I I I DEMOLITION PLAN 8 N A-1 SHEET NUMBER � DEMOLITION PLAN A004 114" V-0"-0. GENERAL NOTES PLAN LEGEND DEMO REFLECTED CEILING PLAN NOTES _ 1. DEMOLITION IS REQUIRED OF ALL BUILDING COMPONENTS WHICH ARE GIRCUI 15 WHLHL POSSIBLE. IT CONTRACTOR TO DEMOLISH ALL NON RELATED EQUIPMENT FROM PREVIOUS i p INDICATED BY DASHED LINES. 9. GENERAL CONTRACTOR TO TAKE ALL NECESSARY PRECAUTIONS TO ENSURE TENANT NOT RELATED TO THIS PROJECT.THIS INCLUDES BUT IS NOT LIMITED A-1 REMOVE (E) CEILING GRID. _ THAT EXISTING WORK NOT SHOWN TO BE DEMOLISHED(OR THOSE UNDER TO ALL HOODS,SINKS,GREASE WAIST,AND KITCHEN EQUIPMENT. _ — — — — _ (E) WALLS AND HEADERS TO BE REMOVED q_2 REMOVE (E) LIGHT FIXTURES AT CEILING AND WALLS. 2. IMPORTANT:COORDINATE EXTENT OF DEMOLITION WITH REQUIREMENTS FOR CONSTRUCTION BY OTHERS, IF APPLICABLE)IS NOT DAMAGED.ANY SUCH THE SCOPE OF CONSTRUCTION. DAMAGED WORK IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO 18. REMOVE ALL HVAC UNITS,ROOF TOP EQUIPMENT AND CURBS NOT USED IN 3. REMOVE FROM SITE PROMPTLY$LEGALLY ALL ITEMS N07 NOTED FOR REPAIR TO THE ORIGINAL CONDITION TO THE LANDLORD'S SATISFACTION. NEW DESIGN SEE SHEET A3-0 ROOF PLAN FOR LOCATIONS. (E) WALL TO REMAIN A 3 REMOVE EXISTING SUPPLY/RETURN HVAC DIFFUSER AND ASSOCIATED DUCTS AND CAP AS NEEDED.SEE MECHANICAL DRWGS. RE-USEIRE-INSTALLATION OR DELIVERY TO OWNER. 10. REMOVE EXISTING CEILING PANELS,GRID SYSTEM AND INTERIOR CEILING 19. ALL INTERIOR WALLS BEING DEMOLISHED ARE NON BEARING. 4. MEP DEMOLITION INDICATED ON ARCHITECTURAL DEMOLITION PLAN MUST BE MOUNTED LIGHT FIXTURES. 20. CONTRACTOR MUST OBTAIN AQMD APPROVAL PRIOR TO DEMOLITION. F�/I COORDINATED WITH THE REQUIREMENTS FOR MEP CONSTRUCTION. 11- DEMOLISH EXISTING PLUMBING FIXTURES THROUGHOUT TENANT SPACE. IE) HVAC GRILLES TO BE REMOVE ABANDON UNUSED LINES IN PLACE$CAP-COORDINATE WITH EXTENT OF A-5 PATCH AND REPAIR/REPLACE INSULATION AS NEEDED. 5. ALL DEMOLITION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH ALL NEW WORK.SEE PLUMBING DEMO PLAN. APPLICABLE LOCAL,STATE,AND FEDERAL CODES,LAWS AND ORDINANCES. A-6 EXISTING TRUSS ABOVE TO REMAIN. THE INTEGRITY OF LIFE SAFETY AND EXISTING SYSTEMS IS TO BE MAINTAINED 12. REMOVE ALL(E)FLOOR FINISHES,TYP.THROUGHOUT ENTIRE TENANT SPACE Ln IN ACCORDANCE WITH THESE CODES AND REGULATIONS. U.O N AREA NOT IN SCOPE 6. WHILE THIS DRAWING GENERALLY REPRESENTS THE NATURE OF THE 13. UNDER NO CIRCUMSTANCE IS ANY BUILDING STRUCTURAL ELEMENT TO BE A-7 EXISTING SOFFIT TO REMAIN. EXISTING CONSTRUCTION TO BE DEMOLISHED, EXISTING CONDITIONS AS CUT OR ALTERED IN ANY WAY.BUILDING UTILITIES SUCH AS WATER, INDICATED HAVE NOT BEEN VERIFIED AND NOT EVERY DETAIL OF EXISTING SEWER,STORM WATER DRAINAGE,ELECTRICAL, FIRE PROTECTION, A-8 REMOVE(E)SOFFIT, BEAM TO REMAIN. CONSTRUCTION IS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO TELEPHONE,ALARMS,SECURITY.HVAC AND GAS ARE NOT TO BE TURNED OFF VERIFY EXISTING CONDITIONS,INCLUDING THE LOCATIONS AND OR ALTERED SUCH THAT THEY AFFECT BUILDING OR OTHER TENANT A-9 EXISTING LIGHT TO REMAIN. CONFIGURATION OF STRUCTURAL, FLOOR FINISH,PARTITIONIWALL,CEILING SYSTEMS.TEMPORARY SHUT-OFF IN ORDER TO ACCOMMODATE TENANT AND MECHANICAL(HVAC),ELECTRICAL$PLUMBING,COMPONENTS AND CONSTRUCTION MUST BE COORDINATED WITH THE LANDLORD. ACCESSORIES. 14- THE CONTRACTOR SHALL VERIFY THE CONDITION OF ANY MATERIAL BEING 7. IT IS THE INTENT OF THIS DRAWING TO INDICATE THE EXTENT OF DEMOLITION SALVAGED FOR REUSE AND STORE IN A LOCATION THAT WILL NOT OF FLOOR FINISHES,INTERIOR WALL PARTITIONS,INTERIOR DOORS$ ADVERSELY AFFECT ITS REUSE.CLEAN AND REPAIR SALVAGED MATERIALS AS WINDOWS,AND CEILING FINISHES AND FIXTURES.PERFORM DEMOLITION NECESSARY PRIOR TO INSTALLATION.ALL FINISHES AND ASSEMBLIES ACTIVITIES WITH A CAREFUL UNDERSTANDING OF SUBSEQUENT NEW SCHEDULED TO REMAIN SHALL BE RECONSTRUCTED OR REPAIRED TO O CONSTRUCTION REQUIREMENTS IN AREAS WHERE ADJACENT OR SUBSTRATE LIKE-NEW CONDITION. CONSTRUCTION IS TO REMAIN AS PART OF THE FINISHED WORK. w 15. ALL EXISTING GYP.BOARD ON EXISTING WALLS TO BE REMOVED. 8. ELECTRICAL DEMOLITION SHALL INCLUDE REMOVAL OF ALL RECEPTACLES, d TELEPHONE/DATA OUTLETS,CABLING AND DEVICES.MAINTAIN CIRCUIT 16. (E)CEMENT PLASTER FINISH TO REMAIN U.O.N.PATCH WALLS AS REQUIRED CONTINUITY TO REMAINING DEVICES,AS REQUIRED.REUSE ALL ABANDONED WHERE DEMOLITION HAS OCCURRED a D C B M C4 W - Lf) H _ _ O I J = r, - O Q U � F N LL o• U LL W ix 1 - -- M � Q � O 1 - — — 7Z loD - - L L16 1 I - _ O -- 7' 00 .� I 1 i W p � A-9 A-6 F (RAI � - _ A/RA LANK TZ IBLAN -. \ o OT SC E V I I - r- XIS NG AS 71 O 0 ARCHITECT/ ENGINEER OF RECORD co KEN McCRACKEN, o TI ARCHITECT .SA I RAI_-....K Q /B` Architecture•Progr,,m Management•PevniH. I 0 O 1 6930 DESTINY DRIVE, #100 1 ROCKLIN, CA 95677 - 1 Contact:ARIANE SANDERS 707.655.4320 L _ A-7 1 _ -. /SANDERS4PMDGINC.00M TZ-SA, (BLANK -P/Kai I I I I I 1 J- - 1 - - - 1 - - L-- - -1- - -L 1 wm- I I mea akn, Pno,Pec kcokans ve a aMr 4 a C P PIPPR y L — — — — — f. . — — — — — f. . — — — — — — — — — — — — — — � o'JP Agpon ease one 9n1 rot m PPP ea or repsodacetl wMcN wMMn eumnara'Pn. lro P hft tlou t..d wde ne.a bl M•use on 1hk sped't - I- - - - - -I- - i - - � -I- - + - L 1 ste n conNnction wttn Rs ave mte ena ae nc w1lPeie to use Pn P tlMeranl P 1 Ste x d e Wier rine. .Ise d Riese Q M." o`m xf>ence v eia on o gn P'oeci rapJ� fie s. ost ProesW fce!'3etl rchifecls Intl nRPcf tloa�nmrs 'cr mne on andnc en4 veers. RePsotludon p .o acts no•asrtnorlatl. 1 RA I I I I I I I I I I I f _ _ I- - � — ♦ - -I- - d - - L - -I- - d - - L — � II--77 1 SEAL - - O - 1 A.1 I KENNETH J. F _ I I I I A2 I I I I A6 1 M RACKE - - L - - - -I- - - - � - � I i • NO IN OP ( I I I I I I 1 1 - m„9A - I o I i I I J A2 1 F OFF 03/26/21 // \ I L - - - - - I I I I I I IUM/2%4 - - - - - I I I I - � - - � - I � I q-q - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - ISSUE DATE DESCRIPTION I Al --- - - rF / — 1 — — —I_ — 1 — — L — —I— / / — — — — — — — — — — — — — — — — — /> A-5 - - O \ O \ / pl 1 I I I I - -I-I- rt - - r - - - l;� 71 - - 1- - rt -1 I I _ L - - I- - I I o O I I I I O L I I I I I I I I I I I I I I I I 03/29/2021 SUBMITTALSET -- - T - - I - � - rt - - r -1 - - t - - r - -1 -I PROJECT INFORMATION BLOCK I I I I A-1 I I I I A-2 JOB # JPM21001.0 — — — I n-3 I— — I I I— — — — I F — -I I I DATE: 3/2/2021 I _ I A-5 I I I DRAWN BY: PM CHECKED BY: AS MODEL Z/- DRAWING STANDARDS v20.2 O I I 1 0 1 I I O 'low __ _ � 1 - - (- - - - - - - - - I - - I - - - - I I SHEET TITLE I I I I I I I I I I I I I � _ — - - — - - - - � — � � DEMOLITION r + - - r — I I I I REFLECTED CEILING _ I � I - - F I - - I I I I I I , T — � rt - - r - - - - rt - - r — � � PLAN SHEET NUMBER A9 DEMOLITION REFLECTED CEILING PLAN Aa 5 114' = 1'-0e A0e5 T.O.SECURITY MESH 17-V AFF DEMISING WALL-STUDS@18'D.C.PROVIDE MIN.51V TYPE'r GYP.BD.ON FLOOR PLAN NOTES FLOOR PLAN LEGEND GENERAL NOTES _ MTL STUDS SCREWED TO TOP PLATE BOTH SIDES; MOUNTED WIr SCREW TYPE S WITH IT OCON PANEL EDGES STAGGERED AT 48"MAX. FASTENED TO AND IYO.CINFIELD OFPANEL FOR U419FIR CONSTRUCTION A-1 (E) BUILDING WALLS TO REMAIN. ROOF FRAMING ABOVE,SEE STRUCTURAL SCHEDULED FINISH CEILING A-2 (E) COLUMN. PROTECT IN PLACE. DWGS. FOR ATTACHMENT DETAILS 1. ALL INTERIOR DIMENSIONS ARE FINISH SURFACE TO FINISH EXTERIR WA _ (E) EXTERIOR FINISH W/5/8"GYP BD.ON THE SURFACE OR CENTER LINE OF COLUMNS, UNLESS OTHERWISE A-3 (E) ONE-HR RATED DEMISING WALL. INTERIOR SIDE.PROVIDE FURRING AND REPAIR NOTED. METAL TOP CHANNEL INSULATION AS NEEDED. m 2. ALL WALLS TO RECEIVE A LEVEL 4 FINISH U.O.N. SCHEDULED FINISH CEILING 17 TYPE DC GYP.BD.OVER MESH, A-4 (E) STOREFRONT GLAZING SYSTEM. � — — — — � (E) DEMISING WALL FRAMING. 3. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH TAPED&FINISHED STRUCTURAL,MECHANICAL,ELECTRICAL AND PLUMBING 3 518"x 20 GA.METAL STUDS AT 16" ve'SECUwTYMESH MODEL USM.75-13F AS MFRD.BY DRAWINGS AS A COMPLETE SET. AMICOr/AMKpSECURECUPSSPACEDITO.C.VERT. FLOOR MATERIAL TRANSITION; - - DEMLSINGWALLFRAMING. O.C.MAX. D EA.STUD(24CUPS MIN.PER 4W PANEL). USE FINE '4-5 REFER TO DETAIL 2/Al.2 AND SHEET A3.3.1 4. PROVIDE BLOCKING AND BACKING AS DEFINED IN THREAD 48 SHANK BUGLE HEAD SELF-TAPPING GH TO FIRE EXTINGUISHER AND CABINET: SPECIFICATIONS AT 2'-0"AFF AND 8'-0"AFF IN (E) WALLS AND 3-1/ZACOUSTIC BATT INSULATION PENETRATEFRAMINGREWS AT MTL. G33,f'O I5IBING LONG �ETHREADED#6 PROVIDE THE MINIMUM NUMBER AS REQUIRED AND COORDINATE INTERIOR NON-BEARING PARTITIONS, EXTEND STUDS NEW PARTITIONS,FOR ALL CASEWORK AND ACCESSORIES- SHANKDRYWALL5GREW5ATWD.ITiAAIJNG. UL FIRE 6"ABOVE CEILING.SEE STRUCTURAL FOR COORDINATE WITH FIXTURE SHOP DRAWINGS. ADJ. SHANKDRYWARATED DRYWALL IES WILL ATBEJEOPARDIZED BY A-b LOCATIONS WITH CODE REQUIREMENTS AND ADJACENT CONNECTIONS TENANT USING SECURITY MESH(UL SUBJECT FILE#1857). NO ACCESSIBILITY CLEARANCES.CABINET SHALL NOT REQUIRE TIGHT 5. PROVIDE WATER RESISTANT GYP.BD.AT ALL WET LOCATIONS. MESH REDD.ATMASONRYWALLS. GRASPING, PINCHING OR TWISTING OF WRIST TO OPEN. FIREINTERIOR NON-BEARING PARTITION FULL HEIGHT EXTINGUISHER MAX. HEIGHT 48"AFF. 6. ALL DOORS TO BE LOCATED 4" FROM PERPENDICULAR WALL 5/8"TYPE'X'GYP.BD. EACH SIDE R-I9 MN.INSULATION BY CHASE G.C. WALL. EXTEND TO UNDERSIDE OF ROOF TRUSS.SEE U.O.N. 518'TYPE TGYP.BD.TAPED&FINISHED A-7 (E) RECESSED MOUNTED ELECTRICAL PANELS,SEE ELECTRICAL STRUCTURAL FOR CONNECTIONS 1/4"DIA X 1 3/4"TITEN HD 0 48"O.C.,S.S.D. T.O.CONIC. DVEx(E)SWDFRAMING.BYCHASE CC. DRAWINGS. PROVIDE LOCKING ENCLOSURES. 7. FIRE EXTINGUISHER CABINET SHALL BE RECESSED WITHIN 6"WALL. T.O.SLAB WHERE GAP OCCURS,PROVIDE FIRE A-8 (E) 6x6 INTERNATIONAL ADA SYMBOL MOUNTED AT ENTRY DOORS, 8. WALL, FLOOR AND CEILING SHALL NOT EXCEED THE FLAME RATED SEALANT SEE DETAIL 3/AO,2.2. COORDINATE W/SIGNAGE VENDOR. SPREAD CLASSIFICATION IN OSSC TABLE 803.13 A-9 TACTILE EXIT SIGN,SEE DETAIL 7/AD.2.2. 9. FOR ELECTRICAL RECEPTACLE MOUNTING HEIGHTS TO COMPLY ^ A-10 FLOOR OUTLET,SEE ELECT. DRWGS. WITH OSSC SECTION 1109.13&DETAIL 9/AO.22;. SEE INTERIOR \ TYPICAL INTERIOR PARTITION TENANT DEMISING PARTITION ELEVATIONS AND ELECTRICAL DWGS. O Tri 3-5/8"METAL%TUD-NON-RATED rr 1 HR FIRE RATING PROVIDE FIRE BARRIER{UL DES U419) A I 1 (E) AUTO DOOR BUTTON. PROVIDE 30'M8"CLEAR FLOOR SPACE W/ LL 2%CROSS SLOPE CENTERED ON DEVICE PER DETAIL 1/A3.2.1. 10. WHERE SLAB PATCHING OCCURS SEE STRUCTURAL. tY RECESSED MOUNTED ELECTRICAL PANEL,SEE ELECTRICAL Q /,,, ,\ SAME AS WI p 12 DRAWINGS. PROVIDE LOCKING ENCLOSURE. rr 6"20 GA METAL STUDS @ 16"O.C. 0- NOTE: NOTE: USE MOLD-RESISTANT GYP,BD.ON ALL WALLS IN WET AREAS, IE. RESTROOMS,JANITOR ROOM,ETC. D 2 WALL TYPES c B A1 . 1 1 112" = r-o° _ _ _ N W L3M I = = CV u o a N a � Wvce 1 - Mvo � 0 1 OU E 1 R R 2 RE RM ,' II {E AT h 1 LL a o Q - u � 0 0. 0 O O 1— z I1� W AE) LAY H { W y - Bs -1 � \/ - OT SC A-3 A E V / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � _ XIS NG AS / m NK AN wl o \l? wl ARCHITECT/ ENGINEER OF RECORD 1 TI CO 1 (H 0 1 KEN McCRACKEN, ARCHITECT A-5 1 Archo, 'rogam Mara. ,iifing / I MM 4 / SA 4A MM3 I 6930 DESTINY DRIVE, #100 / \ / ROCKLIN,CA 95677 COMNE SANDERS 7D7.655A 1._1. p.,p 1 SH M U ASANDERS@PMDGINC.COM T'°' Rio wI a wl O /Zi I I I wD 1 1 // A-5 A5 \ . — — — — — — — — — — — — — — — — — — — — — — — — — — — — of JP Margin Cha anal O lnnot ne cop Oa,Baa uod cetl wNrn,r written MM 5 / O �" �` MM 2 1 dte mnjanctcn wM,h bae dine and ane not wmtle br use or a cffl nt &A & aatRartw . �con9val koa mann wee aapa ea a mon m'.: pec a \ site a W.kb time. Use W M.d lm fa reference or emnpe or — — — — — — — — — — — — — — — — — — — — —— — — — A-3 1 ano R- protect e,J me auks of aro i kensed a,Ml h and 1 err®rcas. Repmtl.Jc'an of mewconRx'da.man oR !a rause aromer 4,-0. to CONFERENCE 1 area a� ate. WD A2 A-5 WI 1 WI WI O WI A 1 1� SEAL A 'v D 11A5.1.7 B 1 A-,z 5 ARC wl 1 MM 6 0 ]1A5.12 B 1 c� m 1 KENNETH J. F c a3 M RACK A•fi WI // TA �� wI MM 1 �� w' { — n ; NO IN OP A 2A 1-A\ \ I V IB i AM WA UCe #5599 1V 9TF MARKET MEETING / "�'' e 0 81a 1 OF ® FAr I As s-0 ra AS fay / TRAINING ROOM / 03/26/21 A-5b � KJM/2584 / HALLWAY / 0 41A5.,., — — / AsO - A', c ISSUE DATE DESCRIPTION A A-5 I 1 D c 03/29/2021 SUBMITTAL SET PROJECT INFORMATION BLOCK JOB# JPM21001.0 DATE: 3/2/2021 DRAWN BY: PM CHECKED BY: AS MODEL DRAWING STANDARDS v20.2 SHEET TITLE FLOOR PLAN Zl_ 8 _ _ - N SHEET NUMBER _ 1 FLOOR PLAN A 1 .1 1/4"a" = r-0" A ] J L DEMOUNTABLE PARTMON LEGEND FINISH PLAN KEYNOTES _ AND SUBFLOOR BLOCKING CERAMIC TOOL CO.#14 BCT A-1 START POINT FOR FLOOR TILE. O O WB-402 O BACKWARD CARPET TRIM IN C DEMOUNTABLE PARTITION NOT IN SCOPE _ CLEAR ANDD.ALUM. AND SUBFLOOR BLOCKING SUBFLOOR BLOCKING/SHIMS SUBFLOOR BLOCKING/SHIMS ALL FURNITURE AND BANK EQUIPMENT FURNISHED AND INSTALLED BY CHASE AS REQD. AS READ. A-2 VENDORS.REFER TO MATRIX ON COVER SHEET AND FINISH PLAN FOR H/ N m JOHNSONITE LS40-E SUBFLOOR JOHNSONITE L940-E SUBFLOOR MILLWORK BY GC < LEVELING SYSTEM OR LEVELING SYSTEM OR e LIQUID-APPLIED SUBFLOOR LIQUID-APPLIED SUBFLOOR FLUSH MOUNTED POWERIDATA FLOOR BOX OR CONDUIT STUB-UP-SEE a io FEATHERING AS REQUIRED FEATHERING AS REQUIRED A3 ELECTRICAL DRAWINGS. in 1 U8• "/e• FINISH PLAN GENERAL NOTES 21/,r 1-0' 2114' 1'-0' TILE UNCUSHIONED CUSHIONED CONCRETE CARPET CARPET (RESILIENT SIMILAR) 1. ALL WALLS INCLUDING EXISTING TO RECEIVE PT-500 AND WALL BASE PER SCHEDULE UNLESS NOTED OTHERWISE. 2. ALL WALLS TO RECEIVE A LEVEL 4 FINISH U.O.N. 3 TYP. WALL BASE 4 DEMOUNTABLE WALL BASE TYPES 3. PROTECT ALL TILE AND GROUT WITH WATER BASED PENETRATING SEALER. �.23e = 1'-0e A1 .2 3n = 1t-0e 4. THE EXPOSED WHIP OF BLINDS SHOULD NOT BE VISIBLE TO PUBLIC VIEW. 5. PROVIDE WATER RESISTANT GYP. BD.AT ALL WET LOCATIONS. 6. WALL, FLOOR AND CEILING SHALL NOT EXCEED THE FLAME SPREAD O LL CLASSIFICATION PER OSSC TABLE 803.13. Im p Im 7. SEE SHEET A3.3.1 FOP FINISH SCHEDULE. a 1,J a D C B M N LV I I I 54X,8 M ~ � - W M O = N 1 O U a 1 N U) y � MUJ U (E ( OU E 0 O R R 2 RE RM I r (E AT a I _ 3 L L16 L6 ' 1 � ALr E, AY H ( W N OT SC E . . t. . r. . . . . . . . . 1 6x1 54X16 1 XIS _NG AS ^ NK N CFT 1 1> gE 3fy�$4 1 T 1 CO ARCHITECT/ENGINEER OF RECORD 1 A-2 � 3 A? 1 KEN McCRACKEN, — 1 PT-32 / PT-32 1 1 MM 4 / v� MM 3 1 ARCHITECT Architecture-Program Marogern -Pemriting T-501 1 1 SH MANUAk 6930 DESTINY DRIVE, #100 1 1 ROCKLIN, CA 95677 6LXi I 54X19 RO RAPCS. Contact:ARCANE SANDERS ` n 707.655.4320 30$4 1 DOOR OR FACE OF OPENING SCHEDULED CARPET DEMOUNTABLE PARTITION ASANDERS@PMDGINC.COM I JOHNSONITE LS40E SUBFLOOR \\V "\ LEVELING SYSTEM OR \v I SCHEDULED CUSHIONED CARPET LIQUID-APPLIED SUBFLOOR A-2 A•2 1 - JOHNSONITE LSdOD SUBFLOOR FEATHERING AS REQUIRED / 1 ` . . . . . . . . . . . . . . . . . . . . . . . . . . LEVELING SYSTEM OR 12•x2114-BLOCKING PT-32 / eei 1 MM 5 MM2 CONFERENCE • LIQUID-APPLIED SUBFLOOR CERAMIC TOCL CO.III FTS-3 FTS-3 ` I FEATHERING AS REQUIRED e. r. e. 1 SCHEDULED TILE SET IN 1118" mesa arrnr. is cra zoecifmnorzrm mecmfiaenml me goprbaygmerty 1 SCHEDULED CARPET of JP hk r Ch.arq tnl not oa mOW or rePm .d vdmouf when THINSET ADHESIVE mff,w m. Te c«mect a Itlhiil,; em prep fm use m m s s Fc 12• 12' sife'n mnlunctbn\zim Ns lace fame and oe rat hx rot �r vse m a 6Rerenf V/ll silo a al a bier Mme. lha ct Mrese am+.w fa rota d ar nll p m. ' 54X19 1 3/8'r X12' molmr eselM regWres me servlet fi W. bensea ncoh ana < - anyneus. RePretlucrton fi me mrManr fumd. Im reuse m anciser pclxlerrct aMlrutma. 3CD PT-3 cxp I � CARPET TO CUSHNMIED CARPET CARPET TO TILE AT DE1dOl1NTABLE PARTITION 1 FTS 1 FTS 2 SEAL VV ' MARKET MEETING a-2 v v �2 A-2 ' QED AR PT-32 /// \\ MM 1 \\ I V ( IB SCHEDULED LA-4EESUBFLOOR DOOR OR FACE OF OPENING DOOR OR FACE OF OPENING � KENNETHJ. / TRAINING ROOM MM 6 � FTs-3 PT-32 � — SCHEDULED CARPET 1. NO IN OP1 LEVELING SYSTEM OR M RACKE LIQUID APPLIED SUBFLOOR II li 1- FEATHERING AS REQUIRED T402 T-501 'L-----30-X_72------j' EQ. EQ. A I erne u 5599 I I� d I CPT3 FTS-3 T-501 1 / TOOL SCHEDuLEDTLESETIN 1 1 9F OF Ow / 1 ii iii A-1 THINSETADHESIVE I II 11 1 r Frs3 121 03/26/21 111 ,I I 30 x 7a 30 x 72 e < e e :.. .a < KJM/2584 FTS-7 c d c e ° ° < d 111 u 1 , „ „ , - ��z3 CARPET TO TILE �S� TILE TO TILE ISSUE DATE DESCRIPTION IP 1 11 u 1 111 11 1 FTS-7 11 11 1 111 II 1 ii �'i RUG ASSEMBLY CARPEIT COT PONENTS ARE JOHNSONITE EG-XX-H VINYL D OOR / 30 x 7a X 72 A-2 TRANSITION STRIP BY SHIPPED FROM CARPET MFR.WITH ALL 1 11 11 1 INCLUDED ASSEMBLY INSTRUCTIONS REQUIRED MATERIALS REFER TO 11 n 1 CARPET MFR.ADHERED TO WTSCHEDULED TILE TILE Ri MFRS ADHESIVE TAPE PEMKO#252A MILL FIN. J tLSCHEDULED CARPET TILES 1142 ALUM.THRESHOLD FIEU)-APPLIED TO CARPET MFR'S ADH ESIVE SH EETSSCHEDULED TILE BLOCKINGISHIMS , 11 u 1 AS REDO. 11 Ir PEMKO#282A MILL FIN. I II u 1 I II n 1 r 11 II I ALUM.ELEVATOR 1 11 n 1 30x7230x72 _ ill II I II II I Czla I I I I a d e 4 ° ° 1 11 n , d � Ilp di �__ FTS'5 LRAR OARPEF REDUCER FfS-6 TILE TO UNFINISHED CONCRETE a 03/29/2021 SUBMITTAL SET - - --- PROJECT INFORMATION BLOCK 4'----------------- JOB # JPM21001.0 IF - - 30 x 72 - - DATE: 3/2/2021 DOOR DRAWN BY: PM CHECKED BY: AS MODEL SCHEDULED CARPET DRAWING STANDARDS v20.2 TARKETTJOHNSONITE #CTA-XX-J AT 1W CARPET OR CTA-XX-P SHEET TITLE o AT 318'CARPET e ° FINISH PLAN d ° . - _ ��7 CARPET TO UNFINISHED CONCRETE NSHEET NUMBER 1 FINISH PLAN K2 FLOOR TRANSITION TYPES e 1 A1 .2 114" = 1'-0e A1 .2 6e = 1'-0e A I . 2 FURNITURE & EQUIPMENT PLAN NOTES ip A-1 (E) COLUMN, PROTECT IN PLACE. A-2 FIRE EXTINGUISHER CABINET. O LL Q W Q' Q a w a D C B M N W Lo Sax,s � LU � GENERAL NOTES IL = N - p Q UN 6 1. G.C.SHALL VERIFY ALL FURNISHINGS ARE DELIVERED IN THE N — REQUIRED QUANTITY AND ARE NOT DAMAGED AT THE TIME 7 \ L — — --- -- � r— -- -r— --s � DELIVERY. DAMAGED FURNISHINGS SHALL BE REPLACED � - IMMEDIATELY. �W V I i� I Ii� T —� I Q O � � I � I I I 1 i I 2. ALL FURNITURE BANKING AND OFFICE EQUIPMENT SHALL NOT ENCROACH IN,TO OR REDUCE WIDTH OF ADA CLEARANCE C /i j C7 — OU E I AND TURNING RADIUS REQUIREMENTS AS IDENTIFIED ON PLANS. i Q _ --- -- I r-- 7-- �� r --- -- , —_ � I — --y r--- --- , I ( I GC SHALL REVIEW THE AD $TANDARDSANDNOTIFYTHE 1 R / _ �' M / -- —I—i —�� I �� rH-- --- —h. ----- —, `E AT ARCHITECT IF ANY ISSUES. GC SHALL FURNISH THE ITEMS A LL y SCHEDULES TO EDELIVERED OTTEBANIFIED NGCENTTHE NANDHE V HE BANKING CENTER ATT ClLim II I I I TIME OF SUBSTANTIAL COMPLETION. %0 /� x'l / I I I I I It J \ / -- I I — LU Z i I AL aY I I I I I H R \ OT SC E `---------J PF / r— i 1 66X1'9 o OE OE i 54X19 1 I XI NG AS v ®E CH ON. 3 1 i NK N FURNITURE AND EQUIPMENT LEGEND ARCHITECT/ ENGINEER OF RECORD r�— --- -- --, I 311 -- —T � 1 -- 1 co XX EQUIPMENT TAG,SEE SCHEDULE ON SHEET KEN MCCRACKEN, `-1-------J ---- ---' I I 1 MM 4 — i i I I MM 3 1 I 1 A3.2.2 &A3.3.3 ARCHITECT �— Ar nileciu,a nopao,nnanazen,en •Perrnil-ing PD DS D / D D$ PD 1 [_� 6930 DESTINY DRIVE, #100 7A 1 _ _______, I I 1 7A 1 i _; f �, L ROCKLIN, CA 95677 `------- ---J --- Contact:ARLANE SANDERS 1 SH I 1 M U ; 1 66X1 .4320 �o7.essDGIN 1 I o OE OE I 54X19 1 R�/1Y� I ASANDERS�PMDGINC.COM J h /1 /VVI�1 ---� - r'------ -, /—CH—— -3 31 -- I r- LL---- ------r- J MM 5I / 1 1 I IMM 2 1 ~ 1 PD D$ D a JV rww,triose arW sl,al rtal be aov' a, a ad,ced m lest i. c / i D DS PD CONFERENCE i aMa� �e react don rents ee gepvea la rsn a fi's ci`c sH.'r coNunclbn with its'sae 1 It and are ml wdade'a use or.o 11*i 1 -- 7A 1 _ ______ sib w of o btx Use al Il,e_+e arwn,ys for relerenca or ewnpk a, _J ❑ __—_ _ I L____——— — 1 ZA 1 engin . I! ugdres of sercogfrvicm of doo o,b licensed o•d v u, and enprreees. Re{naduc"oq of 'he wrthae, doartrerb nor reuse or a�a'Ira Poled is rtit aalhoiroU 66XtOE i --- -- -- A-1 I I � \\ ' OE /1 c\ ? 1 54X19 MARKET MEETING I r '1E cH _ 1 i \ I I SEAL TRAINING ROOMJ iT --- CH 4 ---- X I 1 -- --, 311 -- a, - i I `C RED AR I I I I MM 61 / MM 1 ( 1 — J. M KENNETH E F� A•2 PD DS D / I \ DI DS PD \ I 1 IB • AM WA NO IN OP 7A ' - -------J 1 7A 1 mom ----- ----- , r——————— — ——, 1 _—_—— (1 LkSrne k 5599 ---- 30x7_2 ----I i i ----- 1 V HOE CC 1 / 9lF OF I / CH OT CH 311 01F _ /1 _ 5 1 i' TC I 315 15A 315 I I 1 I (TYPOFB] (42">d96") 1 ---- 1 � / 03/26/21 III IIII I - - - 9-7= L L _____—J L —J KJM/2581 30x7 x72 (TYPOFI6) ---------J I I11 II I I I it i iLfj L--__—_--- - _—_ L _�_ _ \ ISSUE DATE DESCRIPTION II II II it II II I II II I 11� 41 / i i1 Iii TD / 30 x 7 Ox 72 (TYP OF 8) I II II I II II II II II II II II 11 II II 30 X 7 X 72 :1 03/29/2021 SUBMITTAL SET I II II I 1 PROJECT INFORMATION BLOCK I II II I JOB # JPM21001.0 DATE: 3/2/2021 DRAWN BY: PM 30 X 72 CHECKED BY: AS MODEL DRAWING STANDARDS v20.2 SHEET TITLE FURNITURE & EQUIPMENT PLAN H — — --- — N SHEET NUMBER 1 FURNITURE & EQUIPMENT PLAN e 1 A1 .3 1/4" = l'-O" A 1 . 3 REFLECTED CEILING PLAN NOTES PLAN LEGEND GENERAL NOTES _ A-1 CENTER ACTIN BOTH DIRECTIONS IN ROOM 1. WALL AND CEILING MATERIALS SHALL NOT EXCEED THE FLAME _ SUPPLY AIR DIFFUSER: FULL FACE SPREAD CLASSIFICATIONS IN OSSC TABLES 803.13 SEE MECHANICAL DWGS FOR ADDITIONAL INFO. A-2 CEILING MOUNTED PENDANT. CENTER ABOVE FURNITURE BELOW. 2. SEE DETAIL 1/ASA.] FOR SUSPENDED CEILING DETAILS. SUSPENDED CEILINGS ARE TO BE INSTALLED TO ASTM STANDARD, A-3 OUTLINE OF MILLWORK, EQUIPMENT OR FURNITURE BELOW. RETURN AIR GRILL: FULL FACE ASCE 7-10 13.2.5 OR 13.2.6,ASTM 636, OSSC 803.13 AND THE 1z CISCA GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG MECHANICAL EQUIPMENT ABOVE.SEE MECH AND STRUCTURAL SEE MECHANICAL DWGS FOR ADDITIONAL INFO. SUSPENDED CEILING ASSEMBLIES FOR SEISMIC ZONED. A-4 DRAWINGS. ❑ 3. A HEAVY DUTY THRID SYSTEM IS REQUIRED. ❑ 2'x2' LAY-IN LED L-2,SEE ELECTRICAL DWGS 4. CEILING IN EXCESS OF 1,000 SF SHALL HAVE HORIZONTAL FOR ADDITIONAL INFO. RESTRAINT ABOVE THE CEILING TO THE STRUCTURAL SYSTEM. tn 5. PROVIDE POSITIVE CEILING BRACING AT ANY CHANGES IN THE ® LIGHTED EXIT SIGN CEILING ELEVATIONS. 6. CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE SUPPORTED INDEPENDENTLY OF THE CEILING. 7. SEE SHEETA3.3.1 FOR FINISH SCHEDULE. 8. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. O u_ W fY Q 0- D D C B M -- N LLQ 00 � II�y W � 3 M o J = N o a -- U N s - - - - - Nyasa V - � W aO ' O ' -E OU E _ *k CL� p 7 R R - RE TRM T r (E AT - a � Q Q -- ' L6 0 (' 7 00 4%0 111- - - ❑ Lu o Q - - ---- 7z AL AY - -- - _ - - - - - OT SC E � , V A•p A-3 , _- -- ' XIS AS 7zj- -7T] II A2 _ --- - ' ARCHITECT/ ENGINEER OF RECORD IL Lz \� biz L \ J �/ Lz — T 1 CO KEN MCCRACKEN, ARCHITECT MIR 4 Nchdccturc-'rogram Mur gcnra# Pcn>1 - ACT-2 ,7-0, - ,tt-0' � M 3 ' i 6930 DESTINY DRIVE, #100 - - I1 _ __._ SH M U - _ _ 707.655.4320 Ad1111111 " �j z TR A-2 A3 - -i ASANDERS(OPMDGINC.COM � RO - - A-2 O L 2 L 2 ® FL-2 L-2 ACT-2 n �• 1 i -. -- — i mese Morgan hn an stall sore t•recosoorreloa AerW �r.Z �' — — — — — — — — — — — — — — — — — — — — — — — — — — —— ■ . .P M«ar. Cnae orW stall not be mPetl or raprWucetl vf+sour vw c M 5 Z A�2 M 2 - m»� „n con on a car an�=wear �r O n= The t - _ ._ -.. --_. _ _... ._ 1 ,p-0• ' sllen mnjunc"on Min Ns imse eea and ore rot su'tone vrum oradtivert ACL2 C NFE EN E �• A-, A-, 1U'-0' ' s «rn o Rep O.non of me coneac�mcvmcrnrety«reuse or momar another prss�ecl rrsglsm ma serviom al prapnly icensetl ucnitecn antl A l W.I.&n of a� oaea. -- — p_p L-2 L-2 A-3 z E L•2 L-2 X, z I A-2 A 3 1 SEAL v / ' / QED ARC L-2 _ -. �._ L-2 L2 L-2 L2 L-P �� -2 L-2\ // L-2 ❑ A �J��' Or L-2 ElKENNETH JF . RIARKEET MEETING r , M Z aff L2 L2 ,Q M [E H M RACKE ' ( - - TRAI ING ROOMV IB • N INS OP — _ _ I Ad A' ILL I El A-, ; cense a 55?9A 0 0 rt2r E HALLWAY AOL: ; OF I Aa 03/26/21 K1M/2584 A.3 L-2 E E E L-2 l l NI z - - - ISSUE DATE DESCRIPTION F-11I I I I — i I L-2 — — L-21 L-2 -- – _-- - I rCT-2 I / I ,na• I kq A-, Ir7q v I I -- - L-2 — — L-21-- — -i L-2 o 03/29/2021 SUBMITTALS I PROJECT INFORMATION BLOCK — I ❑ i DATOBE JP 21001.0 3/2/2021 Ui -- t'IL —'� L•2 DRAWN BY: PM CHECKED BY: AS - - - - - J MODEL - - - - - - « DRAWING STANDARDS v20.2 EL 2 SHEET TITLE L-2 L•2 REFLECTED - - CEILING PLAN SHEET NUMBER 1 REFLECTED CEILING PLAN A1 .4 3/16" = 1'-0" Al • 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: AJ PRE-FABRICATED WATER-TIGHT SURFACE-ADHERED ROOFING PORTAL COMPATIBLE WITH ROOFING MATERIAL Ad (E) EXHAUST FAN UNIT. A-S (E) AIR INTAKE. SURFACE-MOUNT MECHANICAL PIPING: tn A$ 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 (E) ROOF VENT. M (E) MEMBRANE ROOFING TO REMAIN;PATCH/REPAIR AS REQUIRED. A-g (E) MECHANICAL PLATFORM. A-f0 (E) MECHANICAL SCREEN PARAPET TO REMAIN,PATCH/REPAIR AS REQUIRED. A-11 (E) HVAC UNIT TO REMAIN. A-12 NEW AIR INTAKE;SEE MECHANICAL DRAWINGS. O 1 0 w a a 09 oc a C B A M t>,*. N W LLI Q J = N N a v ^ � � a: MWa ClO V (E)ROOF SLOPE (E)ROOF SLOPE_ a � aoa > p o, c� w - O o o Z .� W a N (E)ROOF SLOPE (E)ROOF SLOPE 4+ A-10 Inn (E)ROOF SLOPE A-11 U) A7 LL p A'1 w' A-1 ARCHITECT/ ENGINEER OF RECORD A-10 Cl — KEN McCRACKEN, ARCHITECT Archlicdum iM., t•Permitting A11 A-9 6930 DESTINY DRIVE, #100 A-2 A•2 ROCKLIN, CA 95677 Contact:ARLANE SANDERS p 707.655.4320 A-1 n ASANDERS@PMDGINC.COM A4 LL A-10 A 5 w w w J N LL 8 A-9 w d_F tlnrFn{p crtl smdflmlions are the corfitlen'lol and PmpM'atY pmperry d M Ma Cfiase M steal mt be mplec a�aPaf u vM'*5 IRC 4 au as m art M con h doeu is Mea prepares to we m Mis ft f site in rnniuncttn wNh Ns iava cafe pntl are not witada iar use on o AHerent C «al a b-ef'me. Use d mme ars v'nq t«retermce«exp-rpe an 6,0 «elect dµno Of seMm d an'ipary tfw arciibch antl A$ A3 A-12 w enpriecs. rsepratlucnan pt-ne apnnvcf moment: i«�:a «, anonb. A-10 (E)ROOF SLOPE (E)ROOF SLOPE_ d prabar LL a o w SEAL LL 8 (�3 KENNETH J. RAV (E)ROOF SLOPE (E)ROOF SLOPE_ \� • (��/ AM S,WA i icer,se a 5599 ��9TF OF A$ 03/26/21 KJM/2584 — — � ISSUE DATE DESCRIPTION 7 (E)ROOF SLOPE_ 03/29/2021 SUBMITTAL SET PROJECT INFORMATION BLOCK JOB # JPM21001.0 DATE: 3/2/2021 DRAWN BY: PM CHECKED BY: AS MODEL DRAWING STANDARDS V20.2 SHEET TITLE ROOF PLAN NSHEET NUMBER ROOF PLAN A1 .5 1/4" = 11-01, Al . 5 WINDOW TYPES DOOR TYPES SCHEDULE _ TYPICAL SIZE DOOR FRAME NOTES DOOR NUMBER TYPE W H T MATERIAL FINISH MATERIAL FINISH HDWR. _ 1,2j 3,4,5,6,7,B A T-0" 9'-6' 13/4' SOLID-CORE WOOD PAINT TO MATCH FRAME ALUMINUM BLACK ANODIZED 04A RACO FRAMES WI GLASS PANEL B SOLID-CORE PAINT TO MATCH PAINT TO MATCH E-LOCK ON EACH SIDE 9 SECURED 3'-0" 7'-0" 1314' FLUSH WOOD ADJACENT WALL HOLLOW METAL ADJACENT WALL 03 10 C T-0" 7'-0" 13W SOLID-CORE WOOD INT.:MATCH WALL HOLLOW METAL INT.:MATCH WALL 09 EGRESS DOORS IN HOLLOW METAL FRAMES 17-V a'-0 r-10 r-10' a'-0 7-10" 4'-0- EGRESSISTEEL EXT:NIA EXT:WA 2EO.SPACES � 2EQ.SPACES 2E0.SPACES � 2EQ.SPACES DOOR HARDWARE SCHEDULE GROUP COMPONENT MFR. MODEL FINISH NOTES m m m m 03 BUTT HINGE(3) HAGER BB1191 ANSI A2112 4.5x4.5 626 SATIN CHROMIUM SECURED ELECTRONIC LOCK SCHLAGE CO-100-CY-70-KP-SPA-626-PD-C123 626 SATIN CHROMIUM NOTE 8 m a m m CLOSER LCN 401114041-0077 $P28 GRAY PAINT DOOR-MOUNT ON ROOM SIDE-NOT VISIBLE TO CUSTOMERS;ADA COMPLIANT FLOOR STOP IVES FS13/FS17 626 SATIN CHROMIUM AT DOORS OPENING AGAINST WALL;WITH R14 RISER AS REQUIRED a OVERHEAD STOP GLYNN-JOHNSON 410S 630 SATIN STAINLESS STEEL AT DOORS OPENING AGAINST FURNITURE m KICK PLATE IVES 8400 630 SATIN STAINLESS STEEL PUSH SIDE ONLY;10"x 2"LESS THAN DOOR WIDTH DOOR SCOPE IPI I DOOR SCOPE DS2000 SILVER PAINT ALUMINUM BODY,NOTE 1 p LL SILENCERS IVES SR64 GRAY O O O O O O O 04A BUTT HINGE(3) HAGER BBI 191 ANSI A2112 4.5x4.6 626 SATIN CHROMIUM a STANDARD AT o OFFICE PRIVACY LOCK SCHLAGE ND50PD/C1231SPA 626 SATIN CHROMIUM PUSH-BUTTON PRIVACY INTERIOR/KEYED EXTERIOR;NOTE 8 0- CLOSER CLOSER LCN 401114041-3077 SP28 GRAY PAINT DOOR-MOUNT ON ROOM SIDE,ADA COMPLIANT FLOOR STOP IVES FS131 F817 626 SATIN CHROMIUM WITH R14 RISER AS REQUIRED KICK PLATE IVES 8400 630 SATIN STAINLESS STEEL PUSH SIDE ONLY; 10"x 2"LESS THAN DOOR WIDTH SILENCERS IVES SR64 GRAY 09 BUTT HINGE(2) HAGER BB1191 ANSAA5112 NRP4.5x4.5 630 SATIN STAINLESS STEEL EGRESS POWER TRANSFER HINGE(1) HAGER BB1191 ANSI A5112 ETW 4.5 x 4.5 630 SATIN STAINLESS STEEL 4-CONDUCTORTHROUGH-WIREPOWER TRANSFER HINGE T-7 r-7 7-7 T-3' N W 7 3'-0• 4'-0" 7'-10' 2 T-T a•-0 a'-0" SPA 3 11• 7 3'-0 PANIC BAR WITH ALARM VON DUPRIN 99NL-0P-ALK-AR-CON-T-US26D 626 SATIN CHROMIUM PANIC BAR WITH ALARM KIT,AUTO-RESET,AND MFR'S POWERED HINGE WIRING KIT, LENGTH AS READ. 11 2 Ed SPACES 2 E0.SPACES ALARM POWER SUPPLY VON DUPRIN PS-900 SERIES - INCLUDE INTERNAL BACKUP BATTERY;SEE NOTE 7 INN MORTISE CYLINDER SCHLAGE 20-001/C123 626 SATIN CHROMIUM NOTE 8 RIM CYLINDER SCHLAGE 20-022 626 SATIN CHROMIUM M - 3 CLOSER LCN 4111-0077 CNS SP28 GRAY PAINT ADA COMPLIANT M m �\ KICK PLATE IVES 8400 630 SATIN STAINLESS STEEL 10"x 2"LESS THAN DOOR WIDTH O low mi N \ SEALS PEMKO 297AS MILL-FIN.ALUMINUM O N T r r r r r LA �\ T �_ T DOOR SWEEP PEMKO 315CN CLEAR ANDD.ALUMINUM N lip THRESHOLD PEMKO 170A MILL-FIN.ALUMINUM L M DOOR SCOPE IPI I DOOR SCOPE DS2000168 degree SILVER PAINT ALUMINUM BODY,NOTE 1 W U ne 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. ♦-♦ Q Q O T 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. 93" O O O O O O O STOREFRONT 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 1 H Q BLACK ANODIZED H H J H L M FROM SCEHDULED HARDWARE MUST BE APPROVED BY THE OWNER. CHANGE ORDERS RESULTING FROM NON-COMPATIBIILTY OF HARDWARE WILL NOT BE ACCEPTED. 440 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. 5. REFER TO AUTO DOOR CONTROL DIAGRAMS,SHEET E3. , L Q 0 6.ADJUST DOOR CLOSERS TO COMPLY WITH ANSI Al 17.1 REQUIREMENTS FOR OPENING FORCE AND CLOSING SPEED. SET OPENING FORCE AS LOW AS POSSIBLE WHILE ALLOWING THE DOOR TO FULLY LATCH. 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. O %0 � Z r 8.G.C.TO COORDINATE WITH OWNER'S FACILITY MANAGER TO VERIFY LOCK CORE AND KEYWAY COMPATIBILITY WITH REGIONAL HARDWARE STANDARDS-MATCH LOCAL CONFIGURATION. W r NOTES: 1.FIELD VERIFY ALL FRAME&OPENING SIZES AFTER INITIAL FRAMING COMPLETED-PRIOR TO SUBMITTING GLAZING SHOP DRAWINGS. 2.ALL GLAZING TO BE 114"INSULATED GLAZING. 3.ALL UNIT DIMENSIONS ARE NOMINAL AND MAY VARY BY MANUFACTURER-COORDINATE WITH WALL SECTIONS 4.INDIVIDUAL LITES DESIGNATED WITH THE'T SYMBOL REQUIRE TEMPERED SAFETY GLASS-VERIFY ADDITIONAL REQUIREMENTS ARCHITECT/ ENGINEER OF RECORD WITH APPLICABLE BUILDING CODES KEN McCRACKEN, ARCHITECT Architecture-grogram Marwgcn c#-Permitting 6930 DESTINY DRIVE, #100 ROCKLIN, CA 95677 Contact:ARIANE SANDERS 707.655.4320 ASAND ERS§PMDGIN C.COM DOOR TYPES these dm nX and smclRcatbns ore me cmfi em land p,oprk^ay PmceM Cf JP Mvgm Cho arw 4 01 wt Ee mpled o1 apod,,cad vAmd,-w en c,.mw'mtlan T comma docs h vee Pre .tar,ae w-his s IFC 114'TEMPERED MOUNT CLOSER TO sNe 1n:.o�uncNen w m bva evx and are riot su.Yaae br ase w a dff e t sib w d a ba-,ne. Uro d mme crawnas fw,abiersca w a ,vn w GLASS ROOM-SIDE OF OR anmmer project ,ea*m me a+,ee l tl iloensed orcribcts and engi v, Rapmda[ On d'ne con t dpcv t(w seuu w wiotM1er pralacl rs rvt a�lnv�d. \ � SEAL r- WINDOW HEADER-REFER TO ---- - ------ ---- -- ---- --- --- - ---- - -- - -- - ---- - -- ---- - \��E ARe�% ---------- ----- --- ------- ------�- --------- ------�- ------- ------------------------------------------------------------------- � KENNETH J. i u M RACKE STRUCT.DWGS. 518'GYP,BD. IkAl Fig a H � • 518'GYP.BD. WALL FRAMING WINDOW JAMB o 0 AM S•WA n. Ileen59 u 5599 o © © JgTF T O.WINDOW FRAME REFEROWNER'SPUBLICATION CHASE ADA OF SIGNAGE STAN DARDS AND GUIDELINES,LATEST SEALANT AND BACKER ROD R\ VERSION,FOR ADDITIONAL OWNER AND REGULATORY 03126121 SEALANT AND BACKER ROD \ SIGNAGE REQUIREMENTS AND GUIDANCE \ KJM/2584 SEALANT AND BACKER ROD SCHEDULED GLAZING SYSTEM SCHEDULED GLAZJNG SYSTEM ISSUE DATE DESCRIPTION 4 INTERIOR WINDOW HEAD 2 INTERIOR WINDOW JAMB DOOR SCHEDULE NOTES A3.2.1 3" _ 11-01t A3.2.1 T' -OR DOOR AND HARDWARE NOTES: 12. EGRESS DOORS SHALL BE READILY OPEN FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 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." 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. MANF'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 CONSTRUCTION CORES BY G.C. GENERAL CONTRACTOR. 4. DOORS NOT HAVING PANIC HARDWARE SHALL HAVE LEVER TYPE DOOR HANDLES. 16. REFER TO HARDWARE SPECIFICATIONS FOR CLOSER MOUNTING LOCATIONS. 03/29/2021 SUBMITTAL SET 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 PROJECT INFORMATION BLOCK 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: JOB # JPM21001.0 FACE OF ADJACENT 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. DATE: 3/2/2021 JAMB TRIM SCHEDULED GLAZING SYSTEM WOOD STUD FRAMING B. HARDWARE SHALL BE CENTERED BETWEEN 34 INCHES (863 MM) AND 48 INCHES fl 117 MM) ABOVE THE FLOOR. b) A SIGN PROVIDED ABOVE THE DOOR DECLARING: 'THIS DOOR TO REMAIN UNLOCKED"WHEN THIS SPACE DRAWN BY: PM REFER TO WALL TYPES- 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. METAL 5iUD FRAMING- DOUBLE STUD AT 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. CHECKED BY: AS REFER TO WALL TYPES I HEADERS AND JAMBS OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE. METAL STUD ANCHOR WOOD STUD ANCHOR D. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. MODEL WITH se GYP BD. - - WTrH 5V GYP.BD. E. DOOR CLOSING SPEED SHALL COMPLY WITH 2010 ADA STANDARD SEE SHEET A0.2.1. GLAZING VALUES: SEALANT POCKET POCKET F.THE FORCE FOR PUSHING OR PULLING OPEN INTERIOR AND EXTERIOR SWINGING EGRESS DOORS, OTHER THAN SHGC=0.25 DRAWING STANDARDS v20.2 ALIGN BACK OF FRAME - - ALIGN BACK OF FRAME FIRE DOORS,SHALL NOT EXCEED 5 POUNDS. U-VALUE=0.32 WINDOW SILL WITH FACE OF STUD WITH FACE OF STUD G. FOR OTHER SWINGING DOORS,AS WELL AS SLIDING AND FOLDING DOORS,THE DOOR LATCH SHALL SHEET TITLE PER PLAN PRE-FABRICATED AND PRE•FABRICATEOAND RELEASE WHEN SUBJECTED TO A 15-POUND FORCE.THE DOOR SHALL BESET IN MOTION WHEN SUBJECTED TOA ABBREVIATIONS qq v PRIMED WELDED STEEL V PRIMED WELDED STEEL 30-POUND FORCE.THE DOOR SHALL SWING TO A FULL-OPEN POSITION WHEN SUBJECTED TO A 15-POUND FORCE, AL. =ALUMINUM TEMP. DOOR Oc HARDWARE WALL FRAMING DOOR FRAME DOOR FRAME H. DOOR THRESHOLD SHALL NOT EXCEED 1/2"WITH BEVELED SLOPE NOT MORE THAN 2:1 FOR THE UPPER 1/4". GL. =TEMPERED GLASS \- SILENCERS 5)T GYP.BD. SILENCERS 1.THE BOTTOM 10 INCHES OF ALL DOORS,EXCEPT AUTOMATIC AND SLIDING,SHALL HAVE A SMOOTH, H.M. = HOLLOW METAL SCHEDULES, \\ \\ 1 l l \ 1� UNINTERRUPTED SURFACE. S.C.=SOLID CORE 1\1 \ SCHEDULED DOOR \\ SCHEDULED DOOR 6. OK. PROVIDE TACTILE N EGRESS THROUGH WR2010 ADA STANDARDS SEE SHEET AO.2.3. WD. WOOD OOR AND WINDOW INTERVENING SPACES SHALL PRROOMS L NO ASS THROUGH OMS SUBJEC O LOCKING. E.A.E.A..=EXTRUDED ALUMINUM 7. RETROFIT EXISTING DOOR AS REQUIRED TO FACILITATE REQUIRED DOOR FUNCTION/SECURITY, TYPES AND DETAILS METAL FRAMING WOOD FRAMING 8. BR DOOR SUPPLIED BY BULLET GLASS VENDOR. BR DOOR, FRAME AND HARDWARE FURNISHED AND INSTALLED BY SECURITY VENDOR. GC TO PAINT DOOR AND FRAME AND FURNISH AND INSTALL KICK PLATES. MOUNT CLOSER ON SHEET NUMBER 3 INTERIOR WINDOWSILL 1 INTERIOR DOOR HEAD / JAMB SIMILAR PULL SIDE. 9. GC TO PROVIDE ALL KEYS AT TURNOVER.SEE SPECS FOR KEYING SCHEDULE 10. TO PROVIDE CYLINDERS FOR ALL KEY SWITCH OVERRIDES A30201 A3.2.1 3" = 1'-0" A3.2.1 3 - 11-0" 11. SALVAGED STOREFRONT DOORS MAY BE RE-USED AND RETROFIT ACCORDINGLY FOR NEW HARDWARE IN LIEU OF NEW DOORS. INT. FIN. MATERIALS SCHEDULE WT5 MANUAL ROLLING SHADE(5%OPENNESS FACTOR) WT-11 SPANDREL GLAZING(SPECIAL•CASE USE ONLY) CPT-321 MANUAL TRANSACTION AREA CARPET INTERIOR FINISH SCHEDULE CEILING ACT-2 PAINT VENDOR I INSTALLER LUMENOMICS MFR VIRACON MFR INTERFACE LIGHT FIXTURES-GENERAL L-2 PPT-311 ACCENT PAINT.NAVY FLOOT&FIELD TILE T501 _ PRODUCT SHEER WEAVE 2000 PRODUCT VIRAPSAN PRODUCT HARMONIZE TRANSACTION VESTIBULE RFSTROOMS(NOTE BB) MFR BENJAMIN MOIRE SHADE COLOR WHITE PLATINUM P05 COLOR MEDIUM GRAY COLOR GRAVEL 104043 FLOOR-FIELD TA02 _ WALK-OFF MAT CPT-302 HOUSING REFER TO INTERIOR FINISH SCHEDULE NOTES LEAD FREE SIZE 25CM X 1M TILE WALL BASE WB-402 PRODUCT ULTRA SPEC SCUFF-X WT-5 ALT MANUAL ROLLING SHADE(59k OPENNESS FACTOR) OPTION FOR FIELD APPLIED TREATMENT BACKING CUSHIONBAC PLUS(ANTI-FATIGUE CUSHION) WALL BASE WA02 WALLS-GENERAL PT-500PRODUCT NUMBER OLD NAVY#2063-10 ATM WALL WC-002 VENDOR/INSTALLER ROLL-A-SHADE TRIM PATTERN ASHLAR FINISH MATTE(484} WALLS(NON-ATM) pTSpp WALL-VANITY PT-501 PT-500 GENERAL WALLA CEILING PAINT PRODUCT SHEER WEAVE 2000 WB-402 VINYL WALL BASE-STRAIGHT-AREAS WITH FLOORING AREA RUGS WALL TILE T-402 SUSPENDED GRID CEILING ACTS MFR BENJAMIN MOIRE SHADE COLOR WHITE PLATINUM P05 MFR JOHNSONITE LRAR-4 FLOATING CARPET-NAVY CEILING ACT-2 SOFFITS-FACE AND BOTTOM PT-500 PRODUCT AURA WATERBORNE INTERIOR PAINT HOUSING REFER TO INTERIOR FINISH SCHEDULE PRODUCT TIGHTLOCK MFR INTERFACE LIGHT FIXTURES-GENERAL L-2 LIGHT FIXTURES GENERAL L500 WT4 MANUAL ROLLING SHADE(3%OPENNESS FACTOR) COLOR 20 CHARCOAL WG PRODUCT HAPTIC WORK 1 PRINT I FILE 1 STORAGE ROOMS,LTOS AND CASH ROOMS SEPARATE FROM COLOR CLOUD WHITE#CC-40 VENDOR/INSTALLER LUMENOMICS PROFILE 41/2'STRAIGHT(TOELESS) COLOR INDIGO ILLUMINATED OCTAGON PREFERRED MANUAL TRANSACTION AREAS tn FINISH EGGSHELL FINISH 524(WALLS) LOBBY AND CORRIDOR FLOOR CPT-320 SHEER WEAVE 2410 P14 YYB-103 VINYL WALL BASE-COVE-AREAS NTH EXPOSED SLAB SIZE PER PLAN SATIN FINISH 526(DOORS&FRAMES) FLOOR-FIELD TILE T-501 WALL BASE WB-402 SHADE COLOR PEARL GREY/OYSTER MFR JOHNSONITE BACKING GLASBAC PT-501 ACCENT WALL PAINT.GREY WALL BASE WB-402 HOUSING REFER TO INTERIOR FINISH SCHEDULE PRODUCT TRADITIONAL WALL BASE EDGING MFR.:JOHNSONITE WALLS PT-500 MFR BENJAMIN MOORE PRODUCT#EG-XX-H WALLS-GENERAL PT-500 ALT MANUAL ROLLING SHADE(3°,6 OPENNESS FACTOR) COLOR 20 CHARCOAL WG COLOR: 40 BLACK B PRODUCT AURA WATERBORNE INTERIOR PAINT WALL-CAFE/COMMUNITY WALL FT311(NOTE 13) MILLWORK PL-5021 PL-503 VENDOR/INSTALLER ROLL-A-SHADE PROFILE 4'COVE NOTES EDGE BANDING/RUG KIT PROVIDED BY COLOR HEARTHSTONE#1601 MANUFACTURER WALL-ATM WITH DIGITAL SCREEN PT-501 CEILING ACT-2 PRODUCT SHEER WEAVE 2410 P14 MILLWORK SURFACES FINISH EGGSHELL FINISH 524(WALLS) TILE SUSPENDED GRID CEILING ACT-4 LIGHT FIXTURES L-2 SHADE COLOR PEARL GREY/OYSTER 33300 SOLID SURFACE MATERIAL SATIN FINISH 526(DOORS&FRAMES) T-402 RESTROOM WALL&FLOOR TILEI LOUNGE GYPSUM CEILINGS,SOFFIT BOTTOMS AND SOFFIT LAO/CASH ROOMS- TO MANUAL TRANSACTION AREAS HOUSING REFER TO INTERIOR FINISH SCHEDULE DESCRIPTION 112'ACRYLIC SOLID SURFACE WiTH EASED FACES NOT FLUSH WITH WALL PIT-500 WALL FINISHES EDGES MFR STONE SOURCE FLOOR CPT-321 " NR-7 DOUBLE-ROLLER SHADE WINDOWSILLS &S-301) � WC402 WALLCOVERING AT ATM WALL VENDOR/INSTALLER LUMENOMICS MFR DUPONT CORIW PRODUCT CREOS WALL BASE WB-402 nc LIGHT FIXTURES GENERAL L500 MFR D.L.COUCH COLOR SILVER BIRCH w COLOR DORIAN WALLS PT-500 � PRODUCT MBOR LIGHT FIXTURES-CEILING ACCENT L-11 a PRODUCT RECORE'8/�CARAT USES WINDOWSILLS&MILLWORK SURFACES FRONT SHADE MATCH TYPICAL FABRIC WITHIN BRANCH, FINISH NATURAL FINISH WINDOW SHADES(NOTE 6B) WT-1 1 WT-2 MILLWORK PL502/PL503 COLOR BASALT#NA4C-JPM501 WT-1 OR WT-2 PL-502 MILLWORK LAMINATE SIZE 12'x 24'x 3/8" CEILING ACT-2 WIDTH 53'ROLLED MATERIAL BACK SHADE INDIANA COATED GRAY(OPAQUE) DESCRIPTION PLASTIC LAMINATE LANG ROOM GROUT CUSTOM BUILDING PRODUCTS PRISM LIGHT FIXTURES L-2 FRP-1 FIBERGLASS-REINFORCED PLASTIC PANELING HOUSING REFER TO INTERIOR FINISH SCHEDULE MFR WILSONART ULTIMATE PERFORMANCE GROUT#165 FLOOR-AREA RUG LRAR-4 'DELOREAN GRAY LOUNGE MFR CRANE COMPOSITES NOTES PRODUCT INSTALLED BY LUMENOMICS, COLOR NATURAL RECON 7996-38 WALLS-GENERAL FT-500 PRODUCT GLASBORD PIF REFER TO STANDARDS FOR GC GROUT JOINT 118" FEATURE WALL PANELS WD-601 FLOOR T402 � 00mmilill COORDINATION WITH VENDOR USES MILLWORK,CHECK DESK NOTES MATCHING TILE WALL BASE AVAILABLE FORWALL BASE WB-402 LIGHT FIXTURES GENERAL L500 FINISH 84 IVORY USES TYPICAL AT ALL CONFERENCE ROOM PL-603 MILLWORK LAMINATE RESTROOMS WALLS PT-500 LOCATIONS JANITOR CLOSET I LADDER ROOM I WINDOWS DESCRIPTION PLASTICLAMINATE T-ml GENERAL FLOOR TILE MANUALTRANSACTiONS MILLWORK COUNTER PL-503 Wi-7 ALT DOUBLE-ROLLER SHADE FLOOR CPT-321 WINDOW TREATMENTS MFR WILSONART MFR STONE SOURCE MILLWORK PL-502 VENDOR I INSTALLER ROLL-A-SHADE WALL BASE WB-402 WT-1 MOTORIZED ROLLING SHADE(5%OPENNESS FACTOR) COLOR LECHE VISTA 4987K-07 PRODUCT CREOS CEILING ACT-2 LO PRODUCT MBOR WALLS-GENERAL PT-5wVENDOR/INSTALLER LUMENOMICS USES BOH MILLWORK COUNTER SURFACE COLOR DORIAN LIGHT FIXTURES L-2 W PRODUCT SHEER WEAVE 2000 FRONT SHADE MATCH TYPICAL FABRIC WITHIN BRANCH, WD-502 WOAD ACCENT FINISH NATURAL FINISH WALLS-MANUAL TRANSACTION BACK WALL PT-500 WT-1 OR WT-2 WALLS-ACCENT (NOTE 13) JANITOR/DATA IELECTRICAL/LADDER IATM ROOMS O = N SHADE COLOR WHITE PLATINUM P05 DESCRIPTION ENGINEERED PLANK,RAKED PROFILE SIZE 30'X 30'x 3/8' BACK SHADE INDIANA COATED GRAY(OPAQUE) FLOOR SC(NOTE 14) O HOUSING REFER TO INTERIOR FINISH SCHEDULE HOUSING REFER TO INTERIOR FINISH SCHEDULE MFR WALL BASE WB403 VPIONEER MILLWORKS GROUT CUSTOM BUILDING PRODUCTS PRISM MILLWORK-GENERAL PL-5021 PL-W3 WALL 1 _ ULTIMATE PERFORMANCE GROUT#165 MANUAL TRANSACTION MODULE FRONT PANELS (NOTE 5) NOTES PRODUCT INSTALLED BY LUMENOMICS, PRODUCT MODERN FARMHOUSE-CLEAN ASH NOTES PRODUCT INSTALLED BY LUMENOMICS, 'DELOREAN GRAY WALLS(NOTE 8) PT-500 ISL REFER TO STANDARDS FOR GC MANUAL TRANSACTION MODULE COUNTER (NOTE 5) REFER STANDARDS FOR GC SIZE 512'X518'•FCS MIX GROUT JOINT 118' FLOOR SINK WALLS(NOTE 6) FRP-1 COORDINATION WITH VENDOR COORDINATION WITH VENDOR CEILING ACTS uj � WT-1 ALT MOTORIZED ROLLING SHADE(5%OPENNESS FACTOR) TEXTURE RAKED MISCELLANEOUS FLOORING LADDER AREA WALLS(NOTE 6) FRP-1 Q O USES TYPICAL AT ALL CONFERENCE ROOM SOFFITS-BOTTOM AND FACES NOT FLUSH WITH VENDOR I INSTALLER ROLL-A-SHADE WINDOWS FINISH CLEAR,POLY CLASS A FIRE RETARDANT Sc CONCRETE FLOOR PAINT WALL PT-500 CEILING ACT-2 U.N.O. (SPA-200 BY UNIVERSAL FIRE SHIELD) Wi3 FIELD-APPLIED SPANDREL FILM Q PRODUCT SHEER WEAVE 2000 MFR SHERWIN WILLIAMS LIGHT FIXTURES GENERAL L-11 LIGHT FIXTURES L-2 U.N.O. � VENDOR 3M USES BOOTH MILLWORK SHADE COLOR WHITE PLATINUM POS PRODUCT TREAD-0LEX 100%ACRYLIC WATER BASED ILLUMINATED OCTAGON PREFERRED um PRODUCT SCOTCHCAL GRAPHIC FILM NOTES MATCHINGPERIMETER TRIM IN WIDTHS FLOOR COATING > um Q O HOUSING REFER TO INTERIOR FINISH SCHEDULE PER ELEVATIONS COLOR DECK GRAY SCRIM NS TO BE ORDERED THROUGH FINISH SCHEDULE NOTES: V= COLOR 363031,SILVER PIONEER MILLWORKS WT-20 NOTES PRODUCT INSTALLED BY ROLL-ABRADE, REFER TO INTERIOR ELEVATIONS,FLOOR PLANS,FINISH PLANS AND REFLECTED � REFER TO STANDARDS FOR GC WD501 VENEER PANELS FINISH SEMI-GLOSS,SLIP-RESISTANT CASUAL AND PRIVATE CONSULTATION SPACE(CCS,PCS) CEILING PLANS DRAWING NOTES SUPERSEDE SCHEDULES. FURNISHED BY GENERAL CONTRACTOR O O COORDINATION WITH VENDOR MFR BROOKSDE VENEERS ACOUSTIC CEILING TILE AND GRID FLOOR-GENERAL CPT320 1 PAINT ALL DOORS AND FRAMES TO MATCH ADJACENT WALL COLOR IN SATIN USES RETROFIT STOREFRONT GLAZING TO BLOCK Z r WT-2 MOTORIZED ROLLING SHADE(3%OPENNESS FACTOR) FINISH UNLESS OTHERWISE NOTED. - TELLER SCRIM(OPAQUE) -402 w r VENDOR/INSTALLER LUMENOMICS VISIBILITY PRODUCT 10.84 UNFINISHED ACT-2 ACOUSTICAL CEILING(NON-CUSTOMER AREAS) WALL BASE WB -4022 MOTORIZED ROLLING TEMFR USG WALLS (NOTE 12 2 REFER TO FLOOR PLAN FOR DAB FLOOR FINISH SPECIES PLANKED SLAVONY OAK ) PRODUCT SHEER WEAVE 2410 P14 VENDOR I INSTALLER LUMENOMICS FINISH CLEAR MATTE UV INHIBITOR,LOW VOC FLAT PRODUCT MARS CLIMAPLUS HIGH-NRC(ITEM NO.87100) WALLS-ACCENT FT-Wl(NOTE 12) 3 PAINT FACES AND BOTTOMS OF GYPSUM BOARD BULKHEADS TO MATCH co SHADE COLOR PEARL GREY/OYSTER PRODUCT MOBR INTERIOR SUN CONTROL FABRICS ACRYLIC POLYURETHANE(FIELD APPLIED) ADJACENT WALLS UNLESS OTHERWISE NOTED. COLOR WHITE WALLS-PARTIAL HEIGHT (NOTE 12) HOUSING REFER TO INTERIOR FINISH SCHEDULE PHIFER SHEAR WEAVE 7100 4 LAMINATE, FABRIC OR SOLID SURFACE PROVIDED AND INSTALLED BY FURNITURE SIZE USES ARCHITECTURAL WALL MILLWORK 24'x24"x718' DEMOUNTABLE WALLco NOTES PRODUCT INSTALLED BY LUMENOMICS, SHADE COLOR WHITE P-02 GLAZING HARDWARE SYTEM(NOTE 12) VENDOR NOTES APPLIED TO FEATURE DIGITAL WALL REFER EDGE 9116'FINELINE BEVEL(FLB) 5 FRP FINISH EXTENTS: REFER TO STANDARDS FOR GC ENCLOSURE COLOR ANODIZED ALUMINUM-PANT TO MATCH TO FINISH PLAN&ELEVATIONS DEMOUNTABLE WALL UM WITH OF DER SIDE FOR 1 1 MINIM COORDINATION WITH VENDOR ADJACENT FINISHES CARPET GRID CENTRICITEE DXT 9116"EXPOSED TEE DOOR CLOSER COVER SYTEM(NOTE 12) LADDER,SIDE WALLS WITHIN 12"OF EACH L`LADDER AREA:ALL WALL SURFACES BEHIND AND WITHIN 2'EACH SIDE OF WT-2 ALT MOTORIZED ROLLING SHADE 13%OPENNESS FACTOR) EXPOSED HEM BAR ANODIZED ALUMINUM WITH GREY RUBBER SYSTEM 48'AND WALLS OPPOSITE LADDER WITHIN AD FOR FULL HEIGHT IM ALL WALLS VENDOR I INSTALLER ROLL-A-SHADE BOTTOM SEAL CPT-302 WALK-OFF MAT GRID FINISH FLAT WHITE CEILING ACT-4 TO UNDERSIDE OF SCUTTLE FRAMING FINISH. NOTES PRODUCT INSTALLED BY LUMENOMICS, MFR SBEMCO/MATTING BY DESIGN ACTS ACOUSTICAL CEILING(CUSTOMER AREAS) 0 FLOOR SINK AREA:SPLASH AREA AT EACH WALL SURFACE CONTACTING THE PRODUCT SHEER WEAVE 2410 P14 SINK FROM THE TOP OF THE SINK TO THE UNDERSIDE OF THE WATER HEATER SHADE COLOR PEARL GREY/OYSTER COORDINATION WITH VENDOR REFER STANDARDS FOR GC PRODUCT ULTRA DRY PCR PET MFR USG PCSICMS BULKHEADS PT500 SHELF ABOVE OR 6'-0",WHICHEVER IS GREATER-REFER TO INTERIOR ARCHITECT/ENGINEER OF RECORD ( HOUSING fOFERTOINTERIOR FINISH SCHEDULE ELEVATIONS. WT-20 ALT MOTORIZED ROLLING TELLER SCRIM(OPAQUE) COLOR PUMICE#620 PRODUCT MARS HIGH-NRC LOGIX CLIMAPLUS SOFFITS-BOTTOM AND FACES NOT FLUSH WITH PT-500 6A RESTROOM WALL TILE FINISH EXTENTS: KENMCCRACKEN, NOTES PRODUCT INSTALLED BY ROLL-A-SHADE, VENDOR I INSTALLER ROLL-A-SHADE PERFORMANCE FIELD AND CHANNEL PANELS WALL SIZE PER PLAN PROVIDE ONLY IF REQUIRED BY JURISDICTIONS HAVING AUTHORITY,TO THE ARCHITECT BACKING THERMAL BONDED,BLOWN PVC, COLOR WHITE LIGHT FIXTURES GENERAL L500 MINIMUM HEIGHT REQUIRED,CONTINUOUS AT ALL WALLS REGARDLESS OF CODE architecture REFER TO STANDARDS FOR GC ,wpm neer._,- ...,..P¢rmTlirg PRODUCT MOBR INTERIOR SUN CONTRA FABRICS ANTI-MICROBIAL PINK SIZE 48"x 48"x 1'FIELD PANELS #80281 AND REQUIREMENT-REFER TO INTERIOR ELEVATIONS. COORDINATION WITH VENDOR PHIFER SHEAR WEAVE 7100 ( ) LIGHT FIXTURES PENDANT L�10 6930 DESTINY DRIVE, #100 NOTES LOOSE-LAIDINOT ADHERED 4"x48'x1'CHANNEL PANELS(#80268) 6B ROLLER SHADE FABRIC SELECTION VARIES BY REGION AND CLIMATE-VERIFY ROCKLIN,CA 95677 WT 4 FROSTED WINDOW FILM SHADE COLOR WHITE P-02 WINDOW SHADES:PCS /CMS NOTE 6B SELECTION WITH OWNER;ALL CONFERENCE ROOMS TO RECEIVE DOUBLE Contact:ARIANE SANDERS RIB DIRECTION TO RUN PARALLEL TO ENTRY EDGE 9/16'FINELINE BEVEL(FLB) ( ) WT-1/WT-2 MFR LLUMAR ENCLOSURE COLOR ANODIZED ALUMINUM-PAINT TO MATCH ROLLER SHADE WT-7. 707.655.4320 PRODUCT NRM PS2 ADJACENT FINISHES DOOR GRID IDENTITEE DXI 9/160 TEE SYSTEM WiTH 9/16' CONFERENCE ROOM 7 314'x 4'x 8'HIGH FIRE-RETARDANT PLYWD ON GWB IN DATA RM PER PLAN-PAINT ASANDERSOPMDGINC.COM COLOR FROSTED 69%TRANSMITTANCE EXPOSEDHEM BAR ANODIZED ALUMINUM WITH GREY RUBBER CPT-3200 GENERAL CARPET STANDARD PERIMETER MOLDING FLOOR-GENERAL CFi-320 PT-207(RATED LABEL TO BE VISIBLE) BOTTOM SEAL MFR INTERFACE WALL BASE WBA02 8 PAINT INTERIOR DIFFUSERS,REGISTERS AND LOWERS TO MATCH ADJACENT USES AT CLOSED VESTIBULE GLAZING ADJACENT NOTES PRODUCT INSTALLED BY ROLL-ASHADE, GRID FINISH FLAT WHITE SURFACE TO BANKER CUBICLES PRODUCT HARMONIZE WALLS (NOTE 12) REFER TO STANDARDS FOR GC NOTES 9 PAINT LOBBY FACING PCS SOFFITS ACCENT PAINT WHEN INSTALLING CPC COORDINATION WITH VENDOR COLOR GRAVEL 104043 WALLS ACCENT FT501(NOTE 12) LETTERSET UNLESS OTHERWISE NOTED. 1 INTUMESCENT FLAME RETARDANT:FIREKOTE 100 AS MANUFACTURED SIZE 25CM X 1M TILE BY UNIVERSAL FIRE SHIELD,CLEAR FINISH WALLS-PARTIAL HEIGHT (NOTE 12) 10 INSTALL FINISH CEILING GRID AS HIGH AS POSSIBLE IN UTILITY SPACES T mdm g3erd speclAcallm ore roecmlden°cl ood o opeetoy ommy BACKING GLASBACor JP Morgan Choso and Mot not be OWW or eproc ced ou wmf wMen DEMOUNTABLE WALL wmabmlon. fhc contoCt dxnncnss+.xre mpored for use on this scdcft GLAZING HARDWARE we in con)mction wlh n Guo doto and ore not w601,10 for use on o dmeronf PATTERN ASHLAR SYTEM(NOTE 12) 11 DEMOUNTABLE PARTITION SYSTEMS:ARTWORK I MARKETING NOT TO BE 3110 a tit o law ane. use of t dmwngs-or clone,ice a erorom m oneriter project regLMey to wnrces d properly Icenied crchiR end DEMOUNTABLE WALL INSTALLED ON WALL,UNLESS OTHERWISE NOTED. REFER TO PROTOTYPE SET eng:noas. Reproduction of me comroct doaanonts V nesse on anomer DOOR CLOSER COVER SYTEM(NOTE 12) FOR ACCENT PAINT LOCATION(S) proec anon",cmd. 12 ACCENT WALLS: CEILING ACT- •EXTENTS:ACCENT PAINTS TO TERMINATE AT INTERIOR CORNER(S),UNLESS OTHERWISE NOTED. SEAL CONFERENCE BULKHEADS PT500 'LOCATION:PLANS WITH GYPSUM WALL IN MEETING SPACES-REFER TO FLOOR PLAN AND ELEVATIONS SOFFITS-BOTTOM AND FACES NOT FLUSH WITH 500 13 'FINISH:DARK ACCENT PAINT(S)REQUIRE LEVEL 5 FINISH ��ED ARcy,� WALL PT- V KENNETH J. LIGHT PICTURES GENERAL L-500 14 JANITOR ROOM SHALL UTILIZE TILE FLOORING,PER FINISH SCHEDULE M RACK � 15 WINDOW SHADE ENCLOSURES AND POCKETS: e LIGHT FIXTURES-ACCENT-CONFERENCE ROOM L-413 'WINDOW SHADE HOUSINGS AND POCKETS INTEGRATED WITH GRID CEILING AM S,WA SYSTEMS SHALL BE PROVIDED BY THE CEILING GRID MANUFACTURER AND license 3339 VENDOR CONTACTS HINES,INC. NATE HINES 870233-7925 INSTALLED BY THE CEILING SYSTEM V`NN R FINISH SHALL MATCH THE CEILING ��A 480-710-7474 nate@htnestnc.00m WINDOW SHADES:CONFERENCE(NOTE OB) WT-7 7��/y VENDOR/MFR CONTACT PHONE E-MAIL INNO4 DOUG COX 425314-3711 dcox@inno4ilc.com BOOTH 'SURFACE-MOUNT WINDOW SHADE HOUSINGS SHA L BE PROVIDED BY THE �F CHASE VENDOR CONTACTS FOR COORDINATION INTERFACE FLOR JOE FOLEY 312-961-7046 joe.foley@interface.com WINDOW SHADE VENDOR.FINISH SHALL MATCH THE STOREFRONT GLAZING FLOOR T501 SYSTEM FINISH. 03126121 3SI LYNN SEUBERLING 610-280-2051 Lynn_seuberfing@3sisecurity.com JOHNSONITE LOCAL DISTRIBUTOR — -- WALL BASE WBA02 IUMr2sa11 PAMELA PIURE-OTERO 212307-5517 ppiure@empireoffice.com SCOTTCURRY EMPIRE OFFICE PRODUCTS GERARD GENEVIEVE 347-682-3062 ggenevieve@empireoffice.cwm LLUMAR LISA BOAZ 888 257-5470 _ WALLS-ACCENT PAINT PT501(NOTE 12) LUMENOMICS, MARTIHOFFER 206327-9037 chasetaam WALLS-WOOD ACCENT WD-502 lumenomics.com HAMILTON SAFE VINCEGANNON 949-212-4129 vince.gannon@gunnebo.00m @ ISSUE DATE DESCRIPTION MOODIMUZAK TYLER HARRISON 512-820-0623 tyler.harrison@moodmedia.com MADICO LOCAL DISTRIBUTOR — CEILING WO-502 NAVCO MARTIN KULICK 732-991-4102 mkulidk@navco.com MAPES ARCHITECTURAL CANOPIES CHAD FREEBRUGER 888-273-1132 cfreebruger@mapes.com BOOTH BULKHEADS PT-500 SECURITY VAULT WORKS NICK GARCIA 909-4843027 X1203 garcian@svwine.com MATTHEWS PAINT LOCAL DISTRIBUTOR — SOFFITS-BOTTOM AND FACES NOT FLUSH WITH PT-500 WALL SIGNTECH RANDI ZEIGLER 619-301-9455 rzeigler@singlech.com MIKE'S LOCKSMITH MIKE MIZE 281355-6536 mikes.locksmithservice@gmatl.com LIGHT FIXTURES GENERAL L500 STEELCASE(EMPIRE OFFICE) MARIBETH COREY 212-607-5568 MCarey@EmpireOffpoe.com MLE ANDY RALSTON 630-422-1790 X 331 andyralston@mleinc.com ACCENT PAINT LOCATION GUIDELINES: LIGHT FIXTURES ACCENT-BOOTH L411 TELEPRESENCE(CHASE GTI) TODD YORK 972-324-8100 todd.york@jpmchase.com NICHIHA FIBER CEMENT ADAM COSSICK 770-570-0011 chase@nichiha.com REQUIREDAT: G.C. VENDOR CONTACTS NEVAMAR LOCAL DISTRIBUTOR — -- WINDOW SHADES:PCS I CMS(NOTE 6B) WT-1 /WT-2 • WALLS WITH LETTERSETS ACME BRICK CO. — 708-344-1000 — ONE SOURCE BROOK LINCOLN 281-840-3298 blincoln@os2s.com PREFERRED AT: DINING ROOM TABLE SOFFITS WITH LETTERSETS BENJAMIN MOORE LOCAL DISTRIBUTOR -- — PARABIT SYSTEMS,INC EDWIN GREGORY 516-378-4800 X277 edwin.gregory@parabit.com FLOOR(DAB ON HARD SURFACE) T-501 a BRAND FOCAL WALLS BENTLEY PHOTOVOLTAIC SYSTEM(FUTURE) CHRIS ROGGE 913-458-8110 RoggeC@bv.com WALL BASE WB402 • eMERCH WALLS PRINCE STREET CHRIS CLARK 800-423-4709 EXT 5844 Chris.Clark@bentleymills.com • "SO YOU CAN'FEATURE WALLS PIONEER MILLWORKS JERED BLUBBER 800-951-9663 jered@pioneermillworks.com WALLS-GENERAL PT-500 • PAPER DOMINANT WALLS(EXCEPT BEHIND TELLER LINE) 03/29/2021 SUBMITTAL SET BROOKSIDE VENEERS KEVIN HALL 718-369-0526 keAnh@brooksideveneers.com PIONITE LOCAL DISTRIBUTOR — -- WALLS-DIGITAL PT-311(NOTE 13) • LOBBYFOCALPOINTS PROJECT INFORMATION BLOCK joanne.hertel@carrier.utc.com CHASE HEARING LOOPic.Accountslcamer.ute.com NOTES: JOB # JPM21001.0 CARRIER JOANNE HERTEL 315 432-7634 Slrate PRINCIPLE USA 865-692-4104 Chase WALLS-PARTIAL HEIGHT PT-500 : Strategic.Accountsl@carrier.ute.com PROJECT MANAGER 1.PREFERENCE TO TERMINATE ACCENT PAINT AT INSIDE CORNERS DATE: 3/2/2021 CBBE KRISTI FRANKS 770-342-8272 Kfranks@cbbe.net PULP STUDIOS ALEX ROSUL 216-227-1801 arosul@sbcglobal.neet CEILING ACTA 2.REFER TO FINISH SCHEDULE FOR ACCENT PAINT COLOR DRAWN BY: PM CENNOX EVANGELINE CAWSON 406-830-3755 evangeline.callison@cennox.00m QMI SECURITY SOLUTIONS KEVIN BECERRA BOO-446-2500 kbecerra@gmiuse.com LIGHT FIXTURES-GENERAL L-600 CHECKED BY: AS CERTAINTEED LOCAL DISTRIBUTOR -- — ROLL-A-SHADE DEANNAMCCOY 951-245-5077 Deanna.McCoy@ROIIAShade.com SOB CHEST ROOM OR VAULT FLOORING TRANSITION FINISHES MODEL CORONADO STONE DERRICK JOHNSON 909-561-8922 derrick@coronado.com SBEMCO MARKTUCCI 800-468-0860X:51 mtucci@mat8ngbydesign.com FLOOR CPT320 DAINTREE B.M.S.(CURRENT BY GE) PETER MEGAN 603-247-3363 peter.megan@gecurrent.com SHERWIN-WILLIAMS LOCAL DISTRIBUTOR — WALL BASE WB402 MATERIAL PALETTE FINISH DRAWING STANDARDS V20.2 DESIGN TEX JULIE BRINKWORTH 800-221-1540 jbrinkworth@designtex.com STONE SOURCE DAVID SELTZER 212-9795400 DSELTZER@STONESOURCE.COM WALLS-GENERAL PT-500 NON-METALLIC TRANSITIONS ALL BLACK SHEET TITLE DIEBOLD KYLE HORN 972-213-3118 kyle.hom@dieboldnixdorf.com MELISSA DORMAN BRIAN melissa.dorman@tellerex.com CEILING ACT-2 TELLEREX LECHLITNER 888 395-0170 brian.lechlitner@tellerex.com METALLIC DIVERSIFIED LOISRUFFINI 908-445-2759 Lruffini@diversifiedus.com LIGHT L-2 TRANSITIONS ALL CLEAR ANODIZED ALUMINUM VENDOR LIST, jmckenna@tyco.com JOHN MCjy DL COUCH WALL COVERING MEGAN CUDA 800-433-0790 EXT.1113 mcuda@dlcouch.com TYCO co.com SDB VIEWING ROOM T-BAR ALL CLEAR ANODIZED ALUMINUM INTERIOR FINISH & FINISH EARTH CAM CAITLINNASHLEY 201-488-1111 X1025 cashley@earthcam.com USG BLAKE PANNO 515-707-9179 bpanno@usg.com FLOOR CPT-320 MEETING I CONSULTATION SPACE ENTRY EMBER AMBER SHOWALTER 323-650-2000 chase@emser.com VICTORY LIGHTING DAN REDMOND 214-8695940 WALL BASE WBA02 THRESHOLD & BORDER MATERIAL SCHEDULE FSG ISAIAH RAMDEEN 888-671-4074 jpmc@fsgi.com WASTE WISE PRODUCTS,INC PAUL DECONINCK 877-680-8361 __(PHOTOMETRIC SURVEY) danredmond@dllbdweb.com WALLS PT500 ROOM TYPE FINISH SHEET NUMBER GORDON,INC. ERIC MAU 847-797-1010 edc@mauine.com WALL-ACCENT(COUNTER WALL) PT-501 WEATHERMATIC BRODIE BRUNER 972-926-2170 Brodte.Bruner@weathennatic.com CONSULTATION AND HARVEY CEMENT ELLICE HERMAN 700-833-1900 MILLWORK COUNTER SS 300 MEETING SPACES CARPET TILE CPT-320 PRODUCTS,INC. CRAIG KIRK 708-822-3907 — WILSONART LOCAL DISTRIBUTOR — -- CARREL COUNTER SS-w0 A3030 l 1 FURNITURE SCHEDULE OFFICE EQUIPMENT SCHEDULE i ML FURNISHED BY INSTALLED BY FURNISHED BY INSTALLED BY _ FURN EQUIP FIRtN GROUP OGLTAG DESCRIPTION VENDOR VENDOR# MANUFACTURER MODEL FINISH j c z� c w c za; o TAG DESCRIPTION MANUFACTURER PRODUCT FINISH OWNER GC EQUIP VENDOR VENDOR OWNER GC VENDOR VENDOR NOTES w � � w OE-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 ■ ■ 5.10SPACER LEXMARK 3DG0854 PUTTY ■ ■ 2AP 15"PEDESTAL BBF EMPIRE 2A1 STEELCASE 900 SERIES MF-1 ■ ■ 550 SHEET DRAWER LEXMARK 3060802 PUTTY ■ ■ 2AW 30'2-DRAWER LATERAL FILE W/WOOD TOP EMPIRE 2A1W STEELCASE 901 SERIES OAK COMPOSITE ■ ■ 0E-01-C MULTI-FUNCTIONAL DEVICE(MFD)-COLOR LEXMARK 65607E PUTTY ■ ■ 213F 36"2-DRAWER LATERAL FILE EMPIRE 261 STEELCASE 900 SERIES MF-1 ■ ■ SWIVEL BASE LEXMARK 3052765 BLACK ■ ■ tn 2BP 15"PEDESTAL BBF EMPIRE 2B1 STEELCASE 900 SERIES MF-1 ■ ■ ■ ■ 28W 36'2-DRAWER LATERAL FILE WI WOOD TOP EMPIRE 281 W STEELCASE 901 SERIES OAK COMPOSITE ■ ■ 5.1"SPACER LEXMARK 30GO854 PUTTY 550 SHEET DRAWER LEXMARK 30GO802 PUTTY ■ ■ 2CF 42'2-DRAWER LATERAL FILE EMPIRE 2C1 STEELCASE 900 SERIES MF-1 • • OE-02 NOT USED FILES 2CP 15"PEDESTAL BBF EMPIRE 2C7 STEELCASE 900 SERIES MF-1 ■ ■ OE-03 MICR 9720 PRINTER SOURCE TECHNOLOGIES R00D6912 — ■ ■ 2CW 42'2-DRAWER LATERAL FILE W/WOOD TOP EMPIRE 2C1 W STEELCASE 901 SERIES OAK COMPOSITE ■ ■ MICR 9720 LOCKING DRAWER SOURCE TECHNOLOGIES R0007399 — ■ ■ 3A 30'3-DRAWER LATERAL FILE EMPIRE 3AII STEELCASE 900 SERIES MF-1 ■ ■ MICR 9720 UNDERCOUNTER STAND BRETFORD C15\A2188209 BLACK ■ ■ 3B 36 3-DRAWER LATERAL FILE EMPIRE 3B1 STEELCASE 900 SERIES MF4 ■ ■ 0E-04 ADA MONITOR&KEYBOARD STAND HUMANSCALE QSLBHD BLACK ■ ■ 3C 42'3-DRAWER LATERAL FILE EMPIRE 3C1 STEELCASE 900 SERIES MF-1 ■ ■ 0E-05 KEYBOARD TRAY HUMANSCALE — BLACK ■ ■ � SA 30"5-DRAWER LATERAL FILE EMPIRE 5A1 STEELCASE 900 SERIES MF-1 ■ ■ 0 OE-06 23"MONITOR AND STAND TBD TBD WHITE ■ AMONITORS EXCEPT 5B 36"5-0ST 5-DRAWER EMPIRE 561 STEELCASE 9005ERIE5 MF-1 ■ ■ ■ p Q 5C 42"5-DRAWER LATERAL FILE EMPIRE 5C1 STEELCASE 900 SERIES MF-1 ■ ■ PRIVACY SCREEN FILTER VARIES VARIES — ■ ■ a oe LC 5-TIERLOCKERS(15"Dx15NVx77'H) EMPIRE FLC-11 PENCO — 028 GRAY ■ ■ SOUNDBAR TBD TBD WHITE ■ ■ a BT4,A LOUNGE TABLE,36"DIA. EMPIRE FT-14 STEELCASE 853600 CLEAR MAPLE ■ ■ OE-07 TELLER CPU HP N8P49US#ABA BLACK ■ ■ BT4-8 LOUNGE TABLE,48"DIA EMPIRE FT-1448 STEELCASE 853600 CLEAR MAPLE ■ ■ OE-08 WIRED KEYBOARD&MOUSE LOGITECH MK520 WHITE ■ ■ BT4-C LOUNGE TABLE,60x35 EMPIRE FT-14 60X35 STEELCASE 853600 CLEAR MAPLE ■ ■ E-09 NO SED LOUNGE 0 OT U ISeD M BS LOUNGE CHAIR EMPIRE FS-14 TURNSTONE TS37101 BLACK ■ ■ OE-11 ACCESS TELLER MONITOR STAND HUMANSCALE OSBH30FNN WHITE ■ ^% OE-12 DESK MONITOR ARM HUMANSCALE MFLEX GRAY ■ ■ POLE-MOUNT THROUGH N W TALL KITCHEN TRASH RECEPTACLE CHASE BP GROUP — — — — ■ ■ GROMMET 0E-13 NOT USED WIRE SHELVING-HANG TRACK CLOSETMAID 282400 282600 WHITE ■ OE-14 23"MONITOR LESS STAND TBD TBD WHITE ■ ■ AST MONITOR -• — ■ 283600 PRIVACY SCREEN FILTER VARIES VARIES — ■ ■ 280000,280100, SOUND BAR TBD TBD WHITE ■ ■ uj WIRE SHELVING-STANDARD -- — CLOSETMAID 280800,281200, WHITE ■ noM 280400 OE-15 VDI TERMINAL HP T630 BLACK ■ ■ O J = N JANITOR'S CLOSET 1 WS-1471400,471700, VDI TERMINAL ADAPTER — ■ ■ O GENERAL STORAGE WIRE SHELVING-12"SHELF CSUPERSLIDEJ -• — CLOSETMAID WHITE V 471800,471900 0E-16 WIRELESS KEYBOARD AND MOUSE LOGITECH K520,M310,Unifying Receiver BLACK ■ ■ _ WIRE SHELVING-12"BRACKET -- — CLOSETMAID 5285300 WHITE ■ ■ N [z 0E-17 NOT USED � _ WIRE SHELVING-16"SHELF('CLOSE MESH') -- — CLOSETMAID 139500,3731800 WHITE ■ ■ UNDER SURFACE MOUNT Lu U ce 0E-18 CPUNDI UNDER SURFACE MOUNT HUMANSCALE CPU200 WHITE . ■ ■ WITH 360 DEGREE SWIVEL O WIRE SHELVING-16"BRACKET -- — CLOSETMAID 5285400 WHITE ■ ■ ALUM. OT-20A KIMBERLY TABLE-NOMAX21"H EMPIRE STEELCASE CUSTOM PLANKED OAK ■ ■ CAPABILITY OE- US 0 OT-20B KIMBERLY TABLE-30'DU1 X 18"H EMPIRE STEELCASE CUSTOM PLANKED OAK ■ ■ -20 NOT SED � OT-2DC KIMBERLY TABLE-25'DIA X 15'H EMPIRE STEELCASE CUSTOM PLANKED OAK • • O 1 T USED um H OT-20D KIMBERLY TABLE-20'DIA X 18'H EMPIRE STEELCASE CUSTOM PLANKED OAK ■ ■ E-22 NO SED 0 R 012- OT D O O OT41 GINGKO WIRE CAFE TABLE-30"DIA EMPIRE DAVIS GINGKO RAW OAK TOP,BLACK BASE OE-2 N USE ~ 246 NOT ED CH322 ALWAYS LOUNGE CHAIR EMPIRE NAUGHTONE ALWAYS GEIGER:IOTA-NAW,BLACK BASE ■ ■ OE N6T US W a DESIGNTEX:WOOLISH-OSPREY,BLACK MATTE E-25 NO SED CH-323 STYLEX SHARE SOFA-CURVED EMPIRE STYLEX SHARE LEGS ■ • 0 6 OTU D a BLACK METAL SLED FRAME,BACK OF SOFA OE-27 PLATFORM STATION WIRED 10-KEY KEYPAD CONTROL INC A0674838 BLACK ■ ■ CH-324 STYLEX SHARE SOFA-CURVED EMPIRE STYLEX SHARE UPHOLSTERY:DESIGNTEX: ■ ■ OE-28 PHONE CISCO IP 7962 BLACK ■ ■ \� LIVING ROOM/LOBBY 1/2 UPHOLSTERED,1/2 VINYL BARKCLOTH-CHARCOAL,SEAT OF SOFA UPHOLSTERY: DESIGNTEX:SORANO-KEYSTONE OE-28-V PHONE-VIDEO PHONE CISCO CP-M5-K9 CHARCOAL ■ ■ CH-325 DRT CHAIR-ALWAYS CHAIR EMPIRE NAUGHTONE ALWAYS DESIGNTEX EVERYWHERE TEXTURE-STORM ■ ■ OE-29 CUSTOMER UNIVERSAL CHARGING STATION CHARGE TECH CHW2 BLACK ■ ■ PF WHIMSY POUF EMPIRE NATIONAL WHIMSY BLACK STRAP HANDLE,UPHOLSTERY: ■ ■ DESIGNTEX:SPANDAU-COGNAC PCS PRIVATE CONSULTATION OE-06 1 23'MONITOR BLACK MATTE FRAME,UPHOLSTERY:DESIGNTEX OFFICE EQUIPMENT BY PROGRAMMATIC ELEMENT SPACE ARCHITECT/ENGINEER OF RECORD FS-3 STOOL-DAFEHEIGHT EMPIRE GORDON FORMULA HYDESTONE • ■ PROGRAMMATIC ELEMENT 1 PRIVACY SCREEN FILTER KEN McCRACKEN, TP TELEPRESENCE SIDE TABLE-LIVING ROOM GTI SALAMANDER CUSTOM BLACK ■ ■ ABBREV. DESCRIPTION TAG QTY. DESCRIPTION 1 SOUND BAR ARCHITECT 34X72 1 23'MONITOR AND STAND OE-12 1 MONITOR ARM(NOTES 1,2,4) Archde tum•ftogral, yo Want•rarnNHaq DIRT DINING ROOM TABLE(4 OR 6 PERSON) CBBE 34X96 CBBE CUSTOM STAIN TO MATCH:OAK • • MST MERCHANT SERVICES OE-06 1 PRIVACY SCREEN FILTER OE-15 1 VDI TERMINAL 6930 DESTINY DRIVE, #100 TELLER, 1 SOUND BAR 1 VDI TERMINAL ADAPTER ROCKLIN, CA 95677 CR-2 3619 COFFEE CREDENZA,36x19 EMPIRE 36X19 STEELCASE TBD OAK,SILVER BIRCH CORIAN ■ • PST PERSONAL SERVICES Contact:ARIANE SANDERS TELLER,OR OE-07 1 TELLER CPU OE-16 1 WIRELESS KEYBOARD AND MOUSE 707.655.4320 CR-24819 COFFEE CREDENZA,48x19 EMPIRE 48X19 STEELCASE TBD OAK,SILVER BIRCH CORIAN ■ ■ AT ACCESS TELLERASANDERSVI'MDGINC.COM OE-0B 1 WIRED KEYBOARD&MOUSE 0E-27 1 PLATFORM STATION WIRED 1040=Y KEYPAD CR-26019 COFFEE CREDENZA,60x19 EMPIRE 60X19 STEELCASE TBD OAK,SILVER BIRCH CORIAN ■ ■ OE-10 1 WIRE MANAGEMENT KIT OE-28 1 PHONE OE-04 1 ADA MONITOR&KEYBOARD STAND(NOTE 1) CONFERENCE ROOM OE-06 1 23"MONITOR CT CAFE TABLE-HIGH TOP EMPIRE 30D,36D COALESSE MONTARA WHITE TOP,BLACK BASE ■ ■ OE-07 1 TELLER CPU MARKET CONFERENCE 1 PRIVACY SCREEN FILTER OE-08 1 WIRED KEYBOARD&MOUSE SPACE 1 SOUND BAR «e R,e Wi WORK TABLE-DESK HEIGHT EMPIRE 360 COALESSE MONTARA WHITE TOP,BLACK BASE ■ ■ AST ACCESSIBLE SERVICES m dlm nX and saedPcallons cwfid "al ar'°°r°°�v aaa"vOE-10 1 WIRE MANAGEMENT KIT OE42 1 MONITOR ARM(NOTE 1) f JP N° n cnam and 0.1 r,at ee waded c,2,W,aed wmo " eme° TELLER cuma v"o M wnvact darn nh vers P pa ad 1« a on pecFc dle"n=d unclmn sviMs m lace dale and are rot su'tau br an a cfff e t 1 23"MONITOR-LESS STAND OE-15 1 VDI TERMINAL(NOTE 3) site«at a m�'me. u e of mese cm ras for retereace ar ewmp a ar 57X30,57X36, arum« cleat ea:e me at ,W, t.d a,arit and BT-2 BOOTH TABLE WITH POWER MODULE EMPIRE 57X42,57X48 COALESSE LAGUNITAS WHITE TOP,BLACK BASE ■ ■ OE-14 1 PRIVACY SCREEN FILTER 1 VDI TERMINAL ADAPTER "g "� °�°'"` °" ° t e`°'"t °°" ""' t« ° or pf tl c not asn,coau . BACK OF BOOTH UPHOLSTERY: DESIGNTEX- 1 SOUND BAR OE-16 1 WIRELESS KEYBOARD AND MOUSE Mme' BB-1 BOOTH BENCH(OTY-2 BENCHES) CBBE GBBE CUSTOM WOOLISH:OSPREY,BOOTH SEAT UPHOLSTERY: ■ ■ OE-05 1 KEYBOARD TRAY OE-27 1 PLATFORM STATION WIRED 1D-KEY KEYPAD DESIGNTEX:SORANO-KEYSTONE,BLACKFEET SEAL 1 23'MONITOR AND STAND OE-28 1 PHONE BACK OF BOOTH UPHOLSTERY: DESIGNTEX- BB-2 DROP IN BOOTH EMPIRE NATIONAL FRINGE WOOLISH:OSPREY,BOOTH SEAT UPHOLSTERY: OE-06 1 PRIVACY SCREEN FILTER IWS DIVID WO SPA -06 1 'MO OR STA ED AR�� DESIGNTEX:SORANO-KEYSTONE, BLACK FEET LEAD ASSOCIATE LAO 1 SOUND BAR 1 P ACY EN TER 48X30 60X30 OPERATIONS <� KENNETH J. (� TD TRAINING DESK EMPIRE 72X30 COALESSE AKIRA ARCTIC WHITE SURFACE,BLACK BASEICASTERS ■ ■ OE-07 1 TELLER CPU 1 DUN :IARACKEN,� BUCK SHELLISEAT,BLACK BASEICASTERS, OE-08 1 WIRED KEYBOARD&MOUSE 15 VD ERMI :cL:7■TC TRAINING CHAIR EMPIRE COALESSE KARTNESTING 0E-10 1 WIRE MANAGEMENT KIT 1 VDI RMI ADA , WA MST-3 MANUAL TRANSACTION MODULE-MST EMPIRE TC 1M STEELCASE CUSTOM QUARTER CUT OAK COMPOSITE ■ ■ cense x sssv MST DRT DINING ROOM TABLE 0E-29 1 CUSTOMER UNIVERSAL CHARGING STATION -16 1 WIR ESS AND USE f � AST-3 MANUAL TRANSACTION MODULE-LEFT AST EMPIRE TC IAL STEELCASE CUSTOM QUARTER CUT OAK COMPOSITE ■ ■ 1 23'MONITOR AND STAND 1 PLA ORM AT10 RED YPAD 9TC OF MANUAL OE-W 1 PRIVACY SCREEN FILTER ;08z/ 1 P NE 03/26/21 TRANSACTIONS AST-3 MANUAL TRANSACTION MODULE-RIGHT AST EMPIRE TC 1A STEELCASE CUSTOM QUARTER CUT OAK COMPOSITE ■ ■ 1 SOUNDBAR Kln+ssa4 1 VDITERMINAL 0E-15 NOTES ACR1 ACRYLIC RISER (1 PER AST) CBBE ACR1 CBBE ACR1 CLEAR BOOTH 1 VDI TERMINAL ADAPTER 1. MONITOR ARMS AND ADA MONITOR AND KEYBOARD STAND PROVIDED AND INSTALLED BY FURNITURE VENDOR. ALL OTHER ■ ■ 0E-18 1 WIRELESS KEYBOARD AND MOUSE SCHEDULED EQUIPMENT PROVIDED BY CHASE GLOBAL TECHNOLOGY INFRASTRUCTURE(GTI). ISSUE DATE DESCRIPTION D-401D CONF.TABLE WITH X BASE(72X36) EMPIRE 72X36 STEELCASE/GORDON — QUARTER CUT OAK COMPOSITE,BLACK'X'BASE ■ ■ OE-18 1 CPU/VDI UNDER SURFACE MOUNT 2. IF SPACE IS BEING DESIGNED TO ACCOMMODATE AVIDEO ADVISOR,MANAGING DIRECTOR OR REGIONAL DIRECTOR,ADD AN SOLUTION 4 OE-28 1 PHONE 3. IF TABLE IS CENTERED IN ROOM AND FLOOR POWER/DATA CONNECTIONS ARE PROVIDED,ADD CPUNDI UNDER-SURFACE MOUNT D�f11E CONE.TABLE WITH X BASE(84X36) EMPIRE 84X36 STEELCASEK;ORDON — QUARTER CUT OAK COMPOSITE,BLACK 9C BASE ■ ■ 0E-29 1 CUSTOMER UNIVERSAL CHARGING STATION IDE-181 CONFERENCE D-401 F COW.TABLE WITH X BASE(96X48) EMPIRE 96X48 STEELCASE/GORDON — QUARTER CUT OAK COMPOSITE,BLACK W BASE ■ ■ 1 23"MONITOR 4. ONE OFFICE TO RECEIVE 2-ARM MONITOR STAND,LOCATION TO BE DETERMINED BY BRANCH PLANNING MANAGER DURING TURNOVER. OE-06 1 PRIVACY SCREEN FILTER CC5 COW CREDENZA W/WOOD TOP EMPIRE CCREDOW STEELCASE — QUARTER CUT OAK COMPOSITE ■ ■ 1 SOUND BAR C06 COW CREDENZA W/CORIAN TOP EMPIRE CCREDPWCICCRE STEELCASE — QUARTER CUT OAK COMPOSITE,SILVER BIRCH ■ ■ OE-12 1 MONITOR ARM(NOTE 1) DDWC CORIAN CGS CASUAL CONSULTATION 1 VDI TERMINAL D400A I BANKER DESK,WOOD TOP,X BASE,(36R) EMPIRE 36DIA STEELCASE _ QUARTER CUT OAK COMPOSITE,BLACK ■ ■ SPACE OE-15 1 VDI TERMINAL ADAPTER DB-400 HARDWARE D401A I BANKER DESK,WOOD TOP,X BASE,(42R) EMPIRE 42DIA STEELCASE — QUARTER CUT OAK COMPOSITE,BLACK ■ ■ OE-16 1 WIRELESS KEYBOARD AND MOUSE DB-400 HARDWARE OE-27 1 PLATFORM STATION WIRED 10-KEY KEYPAD 03/29/2021 SUBMITTAL SET D-401BI BANKER DESK,OVAL,WOOD TOP,XBASE.(54X36) EMPIRE 54X36 STEELCASE _ QUARTER CUT OAK COMPOSITE,BLACK ■ ■ OE-28 1 PHONE PROJECT INFORMATION BLOCK DB-400 HARDWARE JOB# JPM21001.0 D401 Cl BANKER DESK,OVAL,WOOD TOP,X BASE,(60x36) EMPIRE 60X36 STEELCASE _ QUARTER CUT OAK COMPOSITE,BLACK ■ ■ DATE: 3/2/2021 DB-400 HARDWARE QUARTER CUT OAK COMPOSITE TOP,BLACK DRAWN BY: PM PRIVATE HAD-2 OLOGY HEIGHT ADJUSTABLE DESK EMPIRE STEELCASE OLOGY ADJUSTABLE BASE ■ ■ CHECKED BY: AS CONSULTATION SPACE WPD-0A BANKER DESK PEDESTAL FILE-18" EMPIRE STEELCASE CUSTOM QUARTER CUUTOA K COMPOSITE, SITE,BLACK ■ ■ MODEL WPD88 BANKER DESK PEDESTAL FILE-30' EMPIRE STEELCASE CUSTOM QUARTER CUT OAK COMPOSITE,BLACK • ■ DRAWING STANDARDS v20.2 HARDWARE WPD-7A LATERAL FILE WITH CPU CABINET-MEDIUM OFFICE-54' EMPIRE STEELCASE CUSTOM QUARTER CUT COARESITE,BLACK ■ ■ SHEET TITLE WPD-78 LATERAL FILE WITH CPU CABINET-MEDIUM OFFICE-48" EMPIRE STEELCASE CUSTOM QUARTER CH�W�OSITE, BLACK FURNITURE & WPD_8 IWS TALL PEDESTAL FILE EMPIRE STEELCASE CUSTOM QUARTER CUT OAK COMPOSITE, BLACK ■ ■ HARDWARE OFFICE EQUIPMENT DESK,CONFERENCE DS BANKER DESK AND LAO CHAIR EMPIRE FS-11T STEELCASE THINK BLACK,NON-NESTING,ADJUSTABLE ARMS ■ ■ SCHEDULE AND GUEST CHAIRS CH-311 BINDU CONFERENCE CHAIR-LOW BACK ON CASTERS EMPIRE COALESSE BINDU DESIGNTEX BARKCLOTH-DARK CHARCOAL, • ■ SHEET NUMBER BLACK BASE ON CASTERS SDB 3 S CA L I VI W E RE DCA EL C E 7 TE UT COM SITE ■ CH 01A BAR ESS R MPI S EL RMU ESIG EXCLO - AL,B K ■ w • • /� ED BASE ,/M\` LJ ANGLED ANGLED _ PiSm Pram Pr-mo Pf-5DD vr5oo Pf.50p 0 0 0 0 w Q v4re WBI 02 C - MEETING / TRAINING D - MEETING / TRAINING 4 MEETING / TRAINING ROOM �.J1 .2 3/8"=1 -ON 00ft% N W 00 � L — W 3M Q F. J = N N � au N � a: W a0 Um L6 o 0 PCT. F O 0 Z PANEL EXT \ \ \ r \ \ LLI to T \\ _ U) wa4a� wa4os we4os we4a� � *40/ A MEETING / TRAINING B MEETING / TRAINING 3 MEETING--/--TRAINING ROOM ARCHITECT/ ENGINEER OF RECORD A5.1 .2 KEN McCRACKEN, ARCHITECT Architecture•Program Manogcrrcn-•Permiting 6930 DESTINY DRIVE, #100 ROCKLIN, CA 95677 Contact:ARONE SANDERS 707.655.4320 ASANDERS19PMDGINC.COM Rcxe orw^n�antl specih.Mions ve the canfitlmiol me gaprionry pmParty of J. tzar on Casa antl t ao not rr P.or repr forc an wsr w.vc Ots r n:un. n contract a date erHs ware PrepQea fur an m6 W(.f ft o mn:anclter wilts iR me dote antl ore not witaGa for ase on a.ie or silo r at project bier egLi the of Mt i .f pro for reference a rit n an orb op tew:� of : of doP ibfor an:oraars and enginees. Regotlx'an ofM1e mnRact tloa.manh for reau on onotrrar \\ \\ \\ SEAL / KENNETH J. F P�aoc} / M RACKE T \ i \ \ • AM S,WA T T T r T T cen e#5599 _ �qTF of O��vo �CIEAR AN001� wa+oz '✓,8402 WB402 STOREFRONT 03126121 C - HALLWAY D HALLWAY KJmn584 2 HALLWAY ISSUE DATE DESCRIPTION �.J1 .2 3/8"=l'-O" pT400 \ \ 03/29/2021 SUBMITTAL SET PROJECT INFORMATION BLOCK JOB# JPM21001.0 DATE: 3/2/2021 DRAWN BY: PM \\ \ \ \\ \ \ CHECKED BY: AS Ll MODEL DRAWING STANDARDS V20.2 SHEET TITLE INTERIOR wa4o2 ws4o2 wa4az wa4oz we4a2 <'wE�r', t�e4o2 we4a2 ELEVATIONS A - HALLWAY B - HALLWAY SHEEP NUMBER 1 HALLWAY A5.1 .2 318"=1'-0" A5 * 1 1 1 1 i Ln I O w w Q a w a N W 00 F. I M W � !� 0 J = N NU) a ,V-� o M W 0. U M 0 � p O. � Qoa 'I 0 0. 2D 00 440 W a � U a y ARCHITECT/ ENGINEER OF RECORD KEN McCRACKEN, ARCHITECT Aichitocfusc - ar•Pc whng 6930 DESTINY DRIVE, #100 ROCKLIN, CA 95677 Contact:ARIANE SANDERS 707.655.4320 ASANDERS®PMDGIN C.COM �\ Rese cna rn and speuf.calbns ons 1R cccft m Tal and ona,l 3 pnopMy d JP IMgm Chose and dial not x .m or wfor d on lnu ♦iNbn *e it Conjun on i n h dodar can were prol>Qm far use m a fff F t *e io conNnattn win fi eve dare c are not ivitno fp me on o exete it PT SDD \\ dre a at c bier mq Use of R�oowNps fa sclerema an e,pnale and engfiPtWect dlg tfos of services of diapuny tensed w nftor cr p entices. ReproducXon of ifle mnna L rL d. n6 fa reuse m Domer Poled 6 ml ossRiorhnd. ELECTRICAL OUTLET B° LINE VOLTAGE OCC. p \ PTS OVER(REDe4ZAFOR CONVENIENCEPOINER 9ENRORBYGC. \ SEAL CPU CARINErElfGTRICALANDATA WALL S BERN)FOR KENNELH J. EQUIPMENT/PMEET MEN! M RACKE N AM IV WA ilcese a 6599 OF 03/26/21 A - OFFICE B OFFICE C OFFICE D - OFFICE KJW25U 2 OFFICE ISSUE DATE DESCRIPTION 3/8"=r-0° 03/29/2021 SUBMITTAL SET \ PROJECT INFORMATION BLOCK \\ \ M21 001.0 DATE: JP 3/2/2021 o DRAWN BY: PM o Pf-SOD \\ CHECKED BY: AS E0. E0. 8 MODEL i F —1l II ® I / DRAWING STANDARDS v20.2 -- L---- Tr— r------ O D��o --------- PG500 SHEET TITLE I i --- - INTERIOR ABS' wa4az ELEVATIONS A - CONFERENCE B - CONFERENCE C - CONFERENCE D - CONFERENCE SHEET NUMBER 1 CONFERENCE A5 * 3/ap=r-0e 1 1 . 2 0 0 w Q W w ae rL M � W N 00 W Q ~ J 2 N a W VI= Cl O - a � aoa C1 a c� TRADE ALLOWABLE LENGTH Q O �O NOTES: XT'O'L' MNT CLIP s� Bfr �OR � / � 1/2 3'-10" 4'-4" HILTI CEILING CLIP ANGLE W/ 5/16" W Ir L BRACING WIRES SECURED TO MAIN RUNNERS WITHIN 2" OF THE CROSS RUNNER 3/4" 5'-2" 5'-7" EYELET, ATTACHED TO STRUCTURE 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 1 1/4" 8'-6" g1-0" RECOMMENDATIONS STARTING 6' FROM TWO ADJACENT WALLS. CROSS TEE MAIN BEAM U)1 1/2" 9'-10" 10'-5" #122. FOR ROOMS WITH SPAN IN EITHER DIRECTION LESS THAN 25', MAIN RUNNERS AND 1- #12 GA. BLACK WIT WIRE O 3 FULL TURNSCROSS RUNNERS MAY BE ATTACHED TO THE PERIMETER OF TWO ADJACENT WALLS 2- #12GA. BLACK SAFETY WIRE ATTACHED 2" - 13'-2" WITHIN 3" OR LESS AT TOP ANDWITH 3/8" CLEARANCE BETWEEN THE RUNNERS AND THE OTHER TWO WALLS. WHERE SAFETY WIRE FROM TO OPPOSING CORNERS BOTTOM ATTACHMENT POINTS.SPAN OF THE CEILING SYSTEM BETWEEN PERIMETER WALLS EXCEED 25' IN BOTH DIAGONAL CORNERS ALONG FIXTURE'S SPACE AT 4'-0" O.C. ALONG DIRECTIONS, A MINIMUM WALL ANGLE SIZE OF AT LEAST 2" HORIZONTAL LEG SHALL BE TO STRUCTURE ABOVE. DIAGONAL EACH MAIN RUNNER USED AT PERIMETER WALLS AND INTERIOR FULL HEIGHT PARTITION. THE FIRST TILE CROSS TEE. SHALL BE 3/4" CLEAR FROM WALL SURFACE. SE9MC EXPANSION JOINT CLP W5TALL9D 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 Mq 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 LIGHT FIXTURE OR AIR TERMINAL. RESTRAINTS FOR HORIZONTAL FORCES. BRACING WIRES SHALL BE ATTACHED TO THE #3 & #4 ARE LOOSE 7 GRID AND STRUCTURE AND SHALL SUPPORT A DESIGN LOAD THE GREATER OF 200 (INSTALLATION SIMILAR FOR BOTH.) 0 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 ## LJGHTFIXTURE08MECHANOAL CEILING GRID SYSTEM ATTACHMENT ARCHITECT ASCE 7-10 SECTION 13.5.6. SERVCE ATTACHMENT - •r�r��eirG 6. LATERAL BRACING FOR SUSPENDED CEILING MUST BE PROVIDED. WHERE THE CEILING IS I �� 6930 DESTINY DRIVE, #100 NOT SUPPORTING INTERIOR PARTITIONS, CEILING BRACING SHALL BE PROVIDED BY INDEXING NIB FOUR NO. 12 GAUGE WIRES SECURED TO THE MAIN RUNNER WITHIN 2 INCHES OF THE , ROCKLIN, CA 95677 CROSS RUNNER INTERSECTION AND SPLAYED 90 DEGREES FROM EACH OTHER AT AN W4 Contact:ARLANE SANDERS 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 ��8" , • Q ASANDERSOPMDGINC.COM MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS INSTALLED MAIN BEAM SEISMIC JOINT CLP , OF ROOF OR FLOOR ABOVE, THESE HORIZONTAL RESTAINT POINTS SHALL BE PLACED 12 FT. ON CENTER IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6 FT. (PER 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 VM I'MMETEiSUPPORT WIRE ` IMPOSED. OTHERWISE, PROVIDE A STRUCTURAL DESIGN. 7. IN LIEU OF A 2" WALL ANGLE USE ARMSTRONG CEILING FRAMING SYSTEM PER ICC-ES REPORT ESR-1308, ICC-ES APPROVED HEAVY DUTY GRID, PRELUDE XL GRID NOTES: INSTALLED PER REPORT FOR SEISMIC CATEGORY D. E AND F. • USE 7/8 WALL ANGLE. 1. GRID SYSTEM TO BE HEAVY DUTY T-BAR, d�nWcnn.o•awn:w+.wuwfi�+oiwoc�r of JP Mem Ch.and 4.l, l ccpm o1 nfpoduced vMlau'v .l • BERC-2 CLIPS INSTALLED ON THE TWO ADJACENT WALLS WHERE THE RUNNERS cumorlmm T mh7&rd hennveieereo wfix� mtiisro Fc 2. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END X Me"nmq.ncrcn whh 16 mu•daa and ore not w MU.4x vID m o dHe•m MUST BE FIXED, ARE ATTACHED TO THE RUNNER BY A SHEET METAL SCREW •«w o to-.- u9e of ms drmir,for rhaac•o .,,As m THROUGH THE HORIZONTAL SLOT OR FIXED HOLE IN THE CLIP INTO THE WEB OF OF THE CEILING GRID SHALL BE ATTACHED TO THE dna, P q• •a rd m• d a m.Jp«N t .d m hft O and THE RUNNER. BERC-2 CLIPS INSTALLED ON OPPOSITE WALLS WHERE THE CLOSING ANGLE. THE OTHER END SHALL HAVE A 0.75" •n� :. rzrood cro o x comxr��u r«,•ul• or ono b RUNNERS MUST NOT BE FIXED TO THE CUPS MUST ALLOW THE TERMINAL RUNNER CLEARANCE FROM THE WALL. vd«londa•a END TO MOVE 3/4 INCH, • FOLLOW ICC APPROVED ESR-1308 FOR INSTALLATION DETAILS. 3, ENDS OF MAIN RUNNERS AND CROSS RUNNERS SHALL BE 6'-0" MAX 12' ON 10 6'-C MAX 9. PROVIDE SEISMIC SEPARATION FOR CEILING OVER 2500 SF TIED TOGETHER TO PREVENT THEIR SPREADING 01 PER ASCE 7-10 SECTION SEAL 13.5.6. 4, THE SUSPENDED CEILING SYSTEM SHALL BE DESIGNED AND 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 E580 AND MANUFACTURER SPECIFICATIONS AND INSTALLATION .��ED ARC,y� INSTRUCTIONS. GENERAL NOTES: o KENNETH J. F 1. CEILING AREA GREATER THAN 1,000 SF. MUST HAVE LATERAL FORCE BRACING BYI M RACKE USE 10d NAIL TO FASTENER FOR. � MEANS OF WIRE OR RIGID BRACING WOOD APPLICATION. (TYPICAL). 2. MAIN BEAMS & CROSS TEES MUST BE SUPPORTED WITHIN 8" OF EACH WALL W/ 12 GA, SEE DETAIL A FORM MORE INFORMATION. WIRE OR APPROVED WALL SUPPORT. 4'0' AM ,WA 3. A STRUT IS TO BE ATTACHED TO THE SUSPENSION SYSTEM & TO THE O ftensansssv STRUCTURE ABOVE AT EACH BRACING. BOTTOM CHORD OF EXISTING �� I 4, RIGID BRACING MAY BE USED INSTEAD OF DIAGONAL SPLAY WIRES, RIGID WOOD TRUSS. cV BRACING MUST LIMIT CEILING MOVEMENT TO LESS THAN 1/4" AT THE POINT OF ATTACHMENT (SPLAY WIRE BRACING IS CLUSTERS OF 4 WIRES ATTACHED TO THE MAIN BEAM WITHIN 2" OF A CROSS TEE INTERSECTION). 03�26�21 5, HORIZONTAL RESTRAINT POINTS ARE TO BE LOCATED NO MORE THAN 12' ON CENTER IN 4 (12 GA.) WIRES 90° EACH DIRECTION, & THE FIRST POINT WITHIN 6'-D" OF EACH WALL TO EACH OTHER KJM/2581 6. ATTACHMENT OF THE BRACING WIRES TO THE MAIN BEAM & THE STRUCTURE 45! TO SHOULD SUPPORT THE GREATER OF 200 POUNDS OR THE ACTUAL DESIGN LOAD CEILING PLANE OF C W/ A SAFE FACTOR OF 2. CEI 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. 9. CEILINGS OVER 2,500 SF MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT 3/4" CLEAR MIN. SEE NOTE ABOVE. PARTITIONS. R 10. CEILINGS WITHOUT RIGID BRACING MUST HAVE A 2" OVERSIZED TRIM RING FOR 2" X 2" ANGLE MOLDING- USG OR SPRINKLERS & OTHER PENETRATION. EQUAL TO BE FASTENED WITH 14D WOOD 11. CHANGES IN THE CEILING PLANE MUST HAVE POSITIVE BRACING. SCREWS ® 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 MUST BE LATERALLY BRACED TO THE BUILDING STRUCTURE. TYPICAL INTERIOR PARTITION WALL CEILING PLAN 14. VERTICAL HANGER WIRES ARE TO BE: 14.1 NOT MORE THAN 4' ON CENTER 14.2 MUST PLUMP WITHIN 1 IN 6 14.3 TIED WITH THREE TURNS IN 3" OR LESS. SPRING VERTICAL VERTICAL COMPRESSION STRUT 14.4 MINIMUM 12 GAUGE GALVANIZED SOFT - ANNEALED, MILD STEEL WIRE. -- _ _CLIC_ _ HANLE-R_ 15. PENDANT MOUNTED FIXTURES MUST BE SUPPORTED FROM THE STRUCTURE WITH NO INSERTS WIREf X LATERAL WIRE BRACING LESS THAN 9 GAUGE WIRE. IN HOLE ADJACENT STRUCTURE THEY MAY NOT USE THE CEILING SUSPENSION FOR SUPPORT. N POST TO POST NOTE: 12 GA. VERTICAL WIRES SHALL BE USED AT 03/29/2021 SUBMITTAL SET 16. LIGHT FIXTURES MUST BE POSITIVELY ATTACHED TO THE SUSPENDED SYSTEM. 48" O.C. PERIMETER HANGARS SHALL BE 8" MAX, PROJECT INFORMATION BLOCK ATTACHED DEVICE MUST BE ABLE TO WITHSTAND 100 9" OF THE FIXTURE #12 WIRE SECURED FROM WALL AND NOT MORE THAN 1 IN 6 OUT OF WEIGHT. TO STRUCTURE PLUMB. JOB# JPM21001.0 17. IF THE LIGHT FIXTURE IS 56 POUNDS OR LESS, MUST HAVE TWO 12-GA. DATE: 3/2/2021 WIRES ATTACHED AT DIAGONAL CORNERS. IF MORE THAN 56 POUNDS MUST 45' OR LESS ' 45° OR LESS BE INDEPENDENTLY SUPPORTED FROM THE BUILDING STRUCTURE, r } NOTES: DRAWN BY: PM SPLAY WIRE BRACING 1. 5" 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 DESIGN CATEGORIES D SHALL BE DESIGNED AND INSTALLED r IN ACCORDANCE WITH ASTM C635, ASTM C636, AND ASTM Lateral Force Bracing E580, AND MANUFACTURER SPECIFICATIONS AND MODEL 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 runners within 2 inches of the cross runner intersection and splayed 90 degrees VERTICAL COMPRESSION STRUT 2, ACOUSTICAL TILE OR LAY-IN PANEL CEILINGS SHALL ALSO DRAWING STANDARDS v20.2 from each other at an angle not exceeding 45 degrees from the plane of the HEIGHT LATERAL FORCE BRACING: INSTALL ceiling. A strut fastened to the main runner shall be extended to and fastened (MAX. ) COMPLY WITH THE FOLLOWING: BOLT TO SECURE ONE TUBE TO to the structural members Supportingthe roof or floor above. The strut shall be VSA 18/30 18"-30" SHEET TITLE THE OTHER, TUBES SHALL LAP TO adequate to resist the vertical component induced by the bracing Wires. These VSA 30/48 30" TO 48" THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE horizontal restraint points shall be placed 12 feet on center in both directions VSA 84 48 84 48 " TO " ONE ANOTHER AT LEAST 4" IN / OR CHANNEL SHALL BE NOT LESS THAN 2.0 IN_ (50 MM), 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 SHALL wires to the structure above shall be adequate for the load imposed. Lateral VSA 102/120 102" TO 120"VSA 120/144 120" TO 144" COMPRESSION STRUT W/ LATERAL 8E 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 horizontal piping or duct work that is not provided with bracing restraints for DIRECTION & 6'-0" MAX. FROM THE CEILING GRID SHALL BE ATTACHED TO THE CLOSURE DETAILS 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 035 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. SHEET NUMBER SUSP. CLNG. DETAILS FOR 1 SEISMIC CATEGORY D, E & F (PER ESR-1222) A5 * 40 111=1'-O STATEMENT OF SPECIAL INSPECTION : NAILING SCHEDULE ABBREVIATIONS PER IBC 2018, SECTION 1705, THE RETROFIT ANCHOR BOLT CONTAINED ON THESE PLANS WILL REQUIRE A REF. IBC 2018, TABLE 2304.10.1. ALL NAILS FOR STRUCTURAL WORK SHALL BE COMMON WIRE NAILS AB ........... ANCHOR BOLT MI ........... MALLEABLE IRON CONFORMING TO THE FOLLOWING MINIMUM SIZES: BTWN ....... BETWEEN (N) ........... NEW SPECIAL INSPECTION. THE SEISMIC AND WIND-FORCE-RESISTING SYSTEM USED IS AN ARCHITECTURAL ' PARAPET BRACED ABOVE THE CENTER OF MASS. THE STRUCTURE WILL REQUIRE SPECIAL INSPECTIONS BE C.1 ........... CENTER CJ ........... CONSTRUCTION JOINT PSL CENTER P .......... PARALLEL STRAND LUMBER ........ PRESSURE TREATED DOUGLAS FIR PERFORMED ON THE SEISMIC AND WIND-FORCE-RESISTING SYSTEM. THE OWNER IS REQUIRED TO 8D 0.131 0 X 2%" _ CONTRACT WITH A QUALIFIED AND REGIONALLY APPROVED SPECIAL INSPECTION AGENCY MEETING THE lOD 0.148' X 3 CJT .......... CONTROL JOINT 2900Fb, 290Fv, 2.0E REQUIREMENTS OF IBC 1704A.1. THE OWNER WILL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING 10D SHORTS 0.148" 0 X 15/8" PLUS THICKNESS OF S.P. CLR ......... CLEAR NTS ........ NOT TO SCALE THE SPECIAL INSPECTIONS DURING THE CONSTRUCTION WORK AS REQUIRED PER THE BELOW TABLE. 16D 0.162" 0 X 3%" CONC ...... CONCRETE OH .......... OPPOSITE HAND OWNER 15 TO PROVIDE BUILDING DEPARTMENT WITH REQUIRED NOTIFICATIONS UPON COMPLETION OF 20D 0.192" 0 X 4" CONTIN .... CONTINUOUS PC ........... PIECE 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 8D NAILS FOR 1" MATERIAL AND 16D NAILS FOR 2" MATERIAL. (E) ........... EXISTING SC ........... SHEAR CONNECTOR EJ ............ 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 tn TABLE 1705.3 BELOW; END NAIL, TOENAIL-------------------------------------------------- 3-81) 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 3. FLAT BLOCKING TO TRUSS AND WEB FILLER; FACE NAIL---------------------------- 16D FLR .......... FLOOR T&B .......... TOP & BOTTOM STANDARD 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------------------------------------------------------ 3-10D GLB ......... GLUED-LAMINATED BEAM TOS ......... TOP OF STEEL 8. RAFTER OR ROOF TRUSS TO TOP PLATE; TOENAIL---------------- ------- 3-10D HDR ......... HEADER LINO ......... 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 TABLE 1705.11.2 BEAM; END NAIL-------------------------------------------------------------------- 2-16D HT ........... HEIGHT W/O ......... WITHOUT 10. STUD TO STUD (NOT AT BRACED WALL PANELS); 24" O.C. FACE NAIL----------- 16D JH ........... JOIST HANGER (SIMPSON) WP .......... WORK POINT O VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED 11. STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL CORNERS (AT LL ............ LIVE LOAD WS .......... WOOD SCREW o STANDARD BRACED WALL PANEL); 16" O.C. FACE NAIL-------------------------------------------- 16D LS ........... LAG SCREW WWF ........ WELDED WIRE FABRIC lit 12. BUILT UP HEADER (2" TO 2" HEADER); 16" O.C. EACH EDGE, FACE NAIL--------- 16D LSL ......... LAMINATED STRAND LUMBER CENTERLINE w Welding operations of elements of cold-formed X _ 13. CONTINUOUS HEADER TO STUD; TOENAIL--------------------------------------------- 4-8D 2325 Fb, 310 Fv, 1.55E It ............ PLATE steel light-frame construction 14. TOP PLATE TO TOP PLATE; 16" O.C. FACE NAIL--------------------------------------- 16D LT WT ....... LIGHT WEIGHT # ............ NUMBER OF POUNDS 15. TOP PLATE TO TOP PLATE, AT END JOINTS; EA. SIDE END, FACE NAIL, MIN 24" LAP LVL .......... LAMINATED VENEER LUMBER ❑ ............. SQUARE --------- ---' ------------------------------------------------ 8-16D 260OFb, 285Fv, 1.8E 0 ............ ROUND OR DIAMETER 16. BOTTOM PLATE TO JST RIM JST, BAND JST, OR BLOCKING (NOT AT BRACED WALL MFR ......... MANUFACTURER ®....... CONTINUOUS WOOD IN SECTION PANELS); 16" O.C. FACE NAIL----------------------------------------------------- 16D ....... WOOD BLOCKING IN SECTION 17. BOTTOM PLATE TO JST, RIM JST, BAND JST, OR BLOCKING AT BRACED WALL ....... END OF WOOD PIECE M PANELS; 16" O.C. FACE NAIL------------------------------------------------------------- 2-16D �\ 18. STUD TO TOP OR BOTTOM PLATE; TOENAIL------------------------------------------- 4-8D COLD FORMED STEEL 19. TOP OR BOTTOM PLATE TO STUD; END NAIL------------------------------------------ 2-16D C4 UJ 20. TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS; FACE NAIL---------------- 2-16D 1. NEW GALVANIZED: 43 MIL. THICK (22, 20 & 18 GA), ASTM A653, Fy= 50 KSI. 54& 68 MIL. THICK (16 & 14 21. 1" BRACE TO EACH STUD & PLATE, FACE NAIL; FACE NAIL-------------------------- 2-8D22. 1"X6" SHEATHING TO EACH BEARING; FACE NAIL------------------------------------- 2-81) GENERAL CONSTRUCTION NOTES GA), ASTM A653, Fy = 50 KSI. GALVANIZE TO ASTM A924 23. WIDER THAN 1"X8" SHEATHING TO EACH BEARING; FACE NAIL--------------------- 3-8D 2. NEW PARTITION WALL STUDS (OR BRACE STUDS) W/ MIN. 3625162-54 @ 16" O.C. 24. JOIST TO SILL, TOP PLATE, OR GIRDER; TOENAIL------------------------------------- 3-8D 3. NEW SILL TRACK &TOP TRACK MIN. 362T200-54 X CONT. W/#10 TEK SCREWS AT EACH FLANGE & 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 W ANCHOR BOLTS PER DETAILS TOENAIL---------------------------------------------------------------------------- 8D INTENT AND FRAMING DETAILS.THEY ARE INTENDED AS A CONSTRUCTION AID, NOT A SUBSTITUTE FOR 0. 3.P M 4. COAT CARBON SHEET STEEL PRODUCTS WITH RUST INHIBITIVE PAINT. 26. 1" X 6" SUBFLOOR OR LESS TO EACH JST; FACE NAIL------------------------------ 2-81) GENERALLY ACCEPTED GOOD BUILDING PRACTICES AND COMPLIANCE WITH CURRENT CALIFORNIA O N = N 5. STUD DESIGNATIONS AND MINIMUM SECTION PROPERTIES PER STEEL STUD MANUFACTURER'S 27. 2" SUBFLOOR TO JST OR GIRDER; FACE NAIL----------------------------------------- 2-16D STATE BUILDING CODES. THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR PROVIDING STANDARD N ASSOCIATION (SSMA) GUIDELINES. 28. 2" PLANKS (PLANK & BEAM - FLOOR AND ROOF); EACH BEARING, FACE NAIL--- 2-16D CONSTRUCTION DETAILS AND PROCEDURES TO ENSURE A PROFESSIONALLY FINISHED, STRUCTURALLY O U 6. STUD BRIDGING: COLD ROLLED CHANNEL, MINIMUM 11/2" DEEP WITH 9/16" FLANGE WIDTH. SPACE 29. BUILT UP GIRDERS AND BEAMS, 2" LUMBER LAYERS; 24" O.C. FACE NAIL TOP & SOUND, AND WEATHERPROOF COMPLETED PROJECT. AT 4'-0" MAXIMUM. BOT. STAGGERED ON OPP SIDES----------------------------------------------------- 20D 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL WORK AND CONSTRUCTION C4 7. BLOCKING MAY BE OMITTED WHEN WALLS ARE SHEATHED ON BOTH SIDES FULL HEIGHT. 30. LEDGER STRIP SUPPORTING JST OR RAFTERS; EACH JST OR RAFTER, FACE NAIL CC no MEETS ALL CURRENT FEDERAL, STATE, COUNTY, AND LOCAL CODES, ORDINANCES, REGULATIONS, ETC. U 8. PROVIDE DOUBLE STUDS AT JAMBS, U.N.O. ------------------------------------------------------------------------------------------- 3-16D THESE CODES ARE TO BE CONSIDERED PART OF THE SPECIFICATIONS FOR THIS BUILDING AND SHOULD M Q O 31. JOIST TO BAND JOIST OR RIM JOIST; END NAIL-------------------------------------- 3-16D BE ADHERED TO EVEN IF THEY ARE IN VARIANCE OF THE PLAN. \-� Q 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.) CL 4 E ENGINEER HAS NOT BEEN ENGAGED FOR CONSTANT WOOD STRUCTURAL PANELS: NO RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH THESE SUPERVISION PLANS, NORREESPONDSIBILITY FOR , ASSUMES in STRUCTURAL STEEL 33. SUBFLOOR, ROOF, & INTERIOR WALL SHEATHING TO FRAMING NAILS SPACED @ 6 O.C. UE AT EDGES, 12"O.C. @ CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE, OR PROCEDURES, OR FOR SAFETY %2" AND LESS------------------------------------------------------------- PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THERE ARE NO WARRANTIES FOR A 1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL STRUCTURAL STEEL LENGTHS REQUIRED TO MAKE 19/32" -%-------------------------------------------------------------------- INTERMEDIATE SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. > unO r n PROPER CONNECTIONS AS DETAILED IN PLANS. ALL DIMENSIONS ARE TO BE VERIFIED BY %" - 1-1/4"----------------------------------------------------------------- SUPPORTS EXCEPT 6 5. REFER TO ARCHITECTURAL SHEETS FOR FLOOR PLANS, EXTERIOR ELEVATIONS, AND WINDOW AND �+ CONTRACTOR BEFORE ORDERING OF MATERIALS AND EOR SHALL NOT BE HELD LIABLE FOR COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING AT ALL SUPPORTS DOOR SIZES AND TYPES. O O �O H MIS-ORDERED MATERIAL LENGTHS. 3/a" - 1"------------------------------------------------------------------- WHERE SPANS ARE 48 2. FABRICATION, ERECTION, AND MATERIALS SHALL CONFORM WITH THE AISC SPECIFICATIONS FOR 1-%$' - 1-1/a" OR MORE. FOR NAILING------------------------------------------------------------- STRUCTURAL STEEL BUILDINGS, THE AISC SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS, 34. PANEL SIDING TO FRAMING OF BRACED WALL AND THE INTERNATIONAL BUILDING CODE, LATEST EDITIONS. 1/2" OR LESS-------------------------------------------------------------- PANELS OR SHEAR 3. STRUCTURAL STEEL WIDE FLANGE SHAPED SHALL CONFORM WITH ASTM A992. ALL OTHER Y8-'------------------------------------------------------------------------- WALLS, SEE PLAN. STRUCTURAL STEEL ROLLED SHAPED (CHANNELS, ANGLES, ETC.) AND PLATED SHALL CONFORM WITH ASTM A36, U.N.O. 4. ALL HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO ASTM A 500, GRADE B. WOOD GENERAL COMMENT 5. ALL STRUCTURAL STEEL SHALL BE ERECTED PLUMB AND TRUE TO LINE. TEMPORARY BRACING SHALL %w/ BE INSTALLED AND SHALL BE LEFT IN PLACE UNTIL OTHER MEANS ARE PROVIDED TO ADEQUATELY 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 BRACE THE STRUCTURE. CONTRACTOR IS RESPONSIBLE FOR REVIEWING ALL BASE PLATE AND 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, SUPPORT CONDITIONS DURING ERECTIONS AND BRACING AS REQUIRED. SEE AISC AND OSHA INTERSECTION WITH 3-16D NAILS. INCLUDE ALL THE INFORMATION NECESSARY TO COVER ALL ASPECTS OF THE CONSTRUCTION PROJECT. REQUIREMENTS. 3. PROVIDE SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL SUPPORTS. THESE NOTES ARE SUPERCEDED BY THE CONTRACTOR'S EXPERIENCE, BEST JUDGEMENT, AND LOCAL 6. BOLTED CONNECTIONS SHALL CONSIST OF UNFINISHED BOLTS CONFORMING TO ASTM A307 U.N.O. 4. PROVIDE BLOCKING AT ALL CEILING LEVELS. ACCEPTABLE BUILDING CODES. THE DRAWINGS, ILLUSTRATIONS, AND DIAGRAMS INCLUDED IN THIS WHERE HIGH STRENGTH BOLTS ARE INDICATED, BOLTS CONFORMING TO ASTM A325 OR ASTM A490 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 AS NEEDED SHALL BE PROVIDED. ANCHOR RODS CAST IN CONCRETE OR MASONRY SHALL BE HEADED 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 BOLTS WITH CUT THREAD FULL DIAMETER BODY STYLE CONFORMING TO ASTM F1554 GR. 36, REDWOOD - CALIFORNIA REDWOOD ASSOCIATION GRADING RULES, LATEST EDITION. TO ACCEPTED RESIDENTIAL CONSTRUCTION STANDARDS. 55(WELDABLE PER 51 SUPPLEMENTARY REQUIREMENTS), OR 105 AS INDICATED ON DRAWINGS. ALL GLUED LAMINATED BEAMS- SHALL BE 24F-V4 OR 24F-V8 FOR CANTILEVERED BEAMS. BEAMS SHALL BOLTED CONNECTIONS AND BASE PLATES SHALL HAVE STANDARD CUT WASHERS, U.N.O. WASHERS ALSO BE MANUFACTURED AND IDENTIFIED AS REQUIRED IN ANSI/AITC A190.1 AND ASTM D3737. FOR BASE PLATES SHALL CONFORM TO ASTM F844, U.N.O., AND SHALL BE PLACED AT TOP AND STANDARD SPEC. FOR STRUCTURAL GLUED LAMINATED TIMBER AITC 117 LATEST ADDITION. SUBMIT BOTTOM OF PLATE. SHOP DRAWINGS PRIOR TO FABRICATION OF GLUED-LAMINATED MEMBERS. 7. PROVIDE 1/2' DIAMETER STITCH BOLTS AND RING FILLS, SPACED AT NOT MORE THAN 2'-0" O.C. FOR ALL PLYWOOD - U.S. PRODUCT STANDARDS PSI AND PS2. PLYWOOD SHALL BE APA RATED EXPOSURE 1, OR CULLU MBER ENGINEERING DOUBLE ANGLE MEMBERS. EXTERIOR, AS REQUIRED; STRUCTURAL 1 AND C-D TO MEET PSI AND PS2 AS REQUIRED. CDX (C-D AND DESIGN INC 8. AT WOOD TO STEEL PARALLEL CONTACT, BOLT WITH 1/z' DIAMETER BOLTS AT MAXIMUM 24" C.C. EXPOSURE 1) OR OSB (ORIENTED STRAND BOARD) @ FLOORS ADN ROOF- U.N.O. 9. HOLES FOR UNFINISHED BOLTS SHALL BE OF THE SAME NOMINAL DIAMETER OF THE BOLT PLUS%15". 6. PRESSURE TREATED DOUGLAS FIR -AWPA (AMERICAN WOOD PRESERVERS' ASSOCIATION) U1. USE 916-251-9798 USE STANDARD AISC GAGE AND PITCH FOR BOLTS EXCEPT AS NOTED OTHERWISE. CATEGORY UC2 FOR INTERIOR USE. WATERBORN PRESERVATIVES SHALL HAVE A MINIMUM RETENTION WWW.CULLUMBERENG.COM 10. WELDING SHALL BE DONE BY THE ELECTRIC ARC PROCESS IN ACCORDANCE WITH AMERICAN WELDING LEVEL OF 0.25 LB/FTA3 AND SHALL NOT CONTAIN CHROMIUM, COPPER, OR ARSENATE. NEWLY EXPOSED SOCIETY STANDARDS, USING ONLY CERTIFIED WELDERS. ALL GROOVE WELDS SHALL HAVE COMPLETEDESIGN CRITERIA 6930 DESTINY DRIVE SUITE #300, SURFACES, RESULTING FROM FIELD MODIFICATION SUCH AS CUTTING, BORING, OR HANDLING, SHALL BE PENETRATION U.N.O. ALL EXPOSED WELDS SHALL BE GROUND SMOOTH. ALL ELECTRODES FOR FIELD TREATED IN ACCORDANCE WITH AWPA M-4. ROCKLIN, CA 95677 WELDING SHALL COMPLY WITH AWS CODE, E70 SERIES MINIMUM. 7. HOLES FOR BOLTS IN WOOD SHALL BE BORED WITH A BIT OF THE SAME NOMINAL DIAMETER AS THE SEISMIC CRITERIA GRAVITY LOADING 11. WELD LENGTHS CALLED FOR ON PLANS ARE THE NET EFFECTIVE LENGTHS REQUIRED. BOLT PLUS Y16'. SDC D ROOF LIVE EXISTING These drawings and specifications are the confidential and proprietary property 12. MINIMUM FILLET WELDS: 3/115" @T<1/2" 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 ofJPMargan Chase and!Shop"°t�`ape opared faa use on thishout she in authorization. The contract issue date were prepared far use on this specific nt %a" @ T<3/a" REST NO LARGER THAN THE ROOT OF THE THREAD. RISK CATEGORY II OFFICE LIVE 50psf site in at conjunction with eof the a dramd am sfor rete facear a mmple on site err at a bier time. Use of these drawings for reference a example on 5/6" @ T>3/a" 9. LAG SCREWS AND WOOD SCREWS SHALL BE SCREWED AND NOT DRIVEN INTO PLACE. SOAP MAY BE SEISMIC IMPORTANCE FACTOR 1.00 FLOOR DEAD (E) 5" SLAB-ON-GRADE another project re°°:es the = ice' of proper" kense° architects and engineers. Reproduction of the contract documenh for reuse on another 13. WELDING PROCEDURE SPECIFICATIONS (WPS) FOR SHOP AND FIELD PRE-QUALIFIED WELD JOINTS AND USED TO LUBRICATE THE SCREWS. RESPONSE MODIFICATION FACTOR 2.5 (E) 15psf FOR WOOD FRAME project's not authoraed. WELD JOINTS QUALIFIED BY TEST SHALL BE PREPARED FOR REVIEW PRIOR TO FABRICATION. ALL 10. ALL BOLTS AND LAG SCREWS SHALL BE PROVIDED WITH METAL WASHERS UNDER HEADS AND NUTS SEISMIC FORCE RESISTING SYSTEM ON NON-STRUCT. WALL DEAD 15psf WELDING PROCEDURE ITEMS SUCH AS BASE METALS, WELDING PROCESSES, FILLER METALS, AND WHICH BEAR ON WOOD. APPLIES ALSO TO INSERTED EXPANDING FASTENERS, RED HEAD ETC. COMPONENTS JOINT DETAILS THAT MEET THE REQUIREMENTS OF AWS D1.1, SECTION 5.1 SHALL BE CONSIDERED BOLT DIAMETER MI WASHER STEEL WASHER SEAL PRE-QUALIFIED. ANY CHANGE OR SUBSTITUTION THAT IS BEYOND THE RANGE OR TOLERANCE OR Ss 0.867g WIND CRITERIA (NOT APPLICABLE) REQUIREMENTS FOR PRE-QUALIFICATION SHALL BE QUALIFIED BY REST PER AWS D1.1 SECTION 5 PART 1/2' DIA. 2" DIA. X 15/16' 3" X 3" X%a" SS 0.395g ULTIMATE WIND, Vult 92 mph B. QUALIFICATION TESTING IS REQUIRED WHEN THE DEPTH OF A PARTIAL PENETRATION OR 5/8' DIA. 2 /4" DIA. X 15/6' 3" X 3" X 1/4' SDs 0.6668 WIND EXPOSURE C COMPLETE PENETRATION WELD IS 2" OR GREATER. 3 " " s " 0.422 /a" DIA. 3 DIA. X /s 3' X 3 X /6 SDS g 14. FOR NONDESTRUCTIVE TESTING OF WELDED CONNECTIONS EXCLUDING PRIMARY MEMBERS OF 2/8" DIA. 3%2' DIA. X 7/16' 31/2' X 31/2' X 3/8' SOIL BEARING 1500psf �D PROFESS MOMENT RESISTING FRAMES: „ 3 „ 3 3 , �h �GIN£E �O 14.a. WELDED CONNECTIONS SHALL BE TESTED BY NONDESTRUCTIVE METHODS FOR COMPLIANCE 1 DIA. 4 DIA. X 1/z 3/a X 3/a" X /8' CODES 4�' `11 'P y WITH AISC 12, AND JOB SPECIFICATIONS. ULTRASONIC TESTING SHALL BE IN ACCORDANCE WITH 11. ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED ON INSTALLATION AND RETIGHTENED BEFORE ASCE 7-16, IBC 2018, ACI 318-14, 2018 NDS 941 36PE AWS DIA, ASTM E164 AND ASME SECTION V. RADIOGRAPHY SHALL BE IN ACCORDANCE WITH CLOSING IN OR AT COMPLETION OF JOB. AWSD1.1, ASTM E94 AND E99, AND ASME SECTION V. THIS TESTING SHALL BE PART OF THE 12. BLOCK SP JOINTS WITH 2X4 FLAT BLOCKING WHERE NOTED ON ROOF OR FLOOR FRAMING PLANS AND EG SPECIAL INSPECTION REQUIREMENTS OF IBC SECTION 1704.3 PERFORMED BY AN APPROVED WITH BLOCKING SAME AS STUDS AT WALLS. O do 1 INDEPENDENT TESTING LABORATORY AS FOLLOWS: 13. LAY ALL STRUCTURAL PLYWOOD ON ROOF AND FLOORS WITH FACE GRAIN PERPENDICULAR TO SUPPORT C 14.a.1. BASE METAL THICKER THAN 1 INCH WHEN SUBJECT TO THROUGH THICKNESS WELD UNLESS NOTED OTHERWISE. SHRINKAGE STRAINS. 14. CONNECTOR HARDWARE MODEL NUMBER ARE THOSE FOR SIMPSON SRONG-TIE COMPANY. 14.a.2. ALL COMPLETE JOINT PENETRATION GROOVE OR BUTT WELDS. EQUIVALENT CONNECTORS WITH ICC ACCEPTANCE MAY BE SUBSTITUTED WITH WRITTEN APPROVAL 14.a.3. ALL PARTIAL JOINT PENETRATION GROOVE WELDS WHEN USED IN COLUMN SPLICES. FROM THE ENGINEER OF RECORD. ALL JOIST HANGERS SHALL BE SIMPSON U SERIES UNLESS NOTED 14.b. ANY MATERIAL DISCONTINUOUS SHALL BE ACCEPTED OR REJECTED ON THE BASIS OF OTHERWISE. DEFECTRACTING IN ACCORDANCE WITH THE (LARGER REFLECTOR) CRITERIA OF AISC J2. 15. FASTENERS FOR PRESERVATIVE TREATED & FIRE RETARDANT TREATED WOOD SHALL DE OF HOP DIPPED STRUCTURAL INDEX ISSUE DATE DESCRIPTION ZINC COATED GALVANIZED STEEL(PER ASTM A153, CLASS G185), STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS FOR ZINC COATED FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. SN1 STRUCTURAL NOTES &SPECIFICATIONS 16. ALL WOOD FRAMING SHALL HAVE LESS THAN 19% MOISTURE CONTENT AT TIME OF INSTALLATION. Sl.l FOUNDATION PLAN S3.1 CEILING ATTACHMENT PLAN SDI STRUCTURAL DETAILS 03/29/2021 SUBMITTAL SET PROJECT INFORMATION BLOCK JOB # JPM21001.0 DATE: 3/2/2021 DRAWN BY: DG CHECKED BY: CD MODEL DRAWING STANDARDS v20.2 SHEET TITLE STRUCTURAL NOTES & SPECIFICATIONS SHEET NUMBER SN 1 GENERAL FOUNDATION 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 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 EOR AND DESIGNER BEFORE FORMING AND/OR POURING CONCRETE. 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. tn 2. THE REMOVAL, CUTTING, DRILLING, ETC. OF EXISTING CONSTRUCTION SHALL BE PERFORMED WITH GREAT CARE IN ORDER TO NOTJEOPARDIZE 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 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 CONSTRUCTION WITH SIMILAR MATERIALS AND WORKMANSHIP. CONTACTTHE ENGINEER OF RECORD TO VERIFY THE PROPOSED REPAIR SOLUTION. O DEMOLITION SHORING NOTES: 0 w 1. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OF ALL DEMOLITION a 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 C PROVIDE STABILITY, AND TO PROVIDE FOR RESISTANCE TO WIND AND SEISMIC FORCES UNTIL ANY REQUIRED MODIFICATIONS TO THE STRUCTURE ARE COMPLETED. �/� - - - - - - - - - - - CONCRETE TOP REPAIR NOTES: M 000% 1. PRIOR TO NEW CONCRETE TOPPING, EXISTING SURFACES SHALL BE RIGOROUSLY CLEAN WITH HIGH qe STRENGTH PRESSURE WASHER AS REQUIRED TO ENSURE PROPER ADHESION OF THE NEW N UJ SURFACE. 2. REPAIR DEEPLY SPALLED AREAS AND LARGE CRACKS. 3. PREPARE SURFACE AS REWUIRED USING HIGH STRENGTH SOLUTIONS (OPTIONAL). 4. APPLY UP TO 2 INCHED THICK CONCRETE OVERLAY ON EXISTING BASE SLAB PER GENERAL CONTRACTOR. - - - - - - - - — — — — — — — - - - - - - L �_ M I= mj -- -- o a U 0 - -- CA L p. ' W U cc - - - - - - - - - - - - - - - - i M p QO 1 C� IL L6 > p a � ' ° -- O O 1 z 1 AREA OTII Uj a � (E) DEMISING WALL - - - - - - - - - - - - - - - - - - (E) DEMISING WALL PROJECT SCOPE U) - - - - - - - - - - - - - - - - - AREA NOT I PROJECTSCOPE 1 � 1 1 SD1 \ 1 1 1 ARCHITECT/ ENGINEER OF RECORD 1 1 1 1 2 CULLUMBER ENGINEERING 1 sD1 1 AND DESIGN INC 1 h 1 ' t 916-251-9798 V/v a 1 1 WWW.CULLUMBERENG.COM I 1 a ° d 1 NEW PARTITION 1 6930 DESTINY DRIVE SUITE #300, SDl 1 WALLS, REFER TO . . . . . . � � � � � � � � � � � � � � � � ROCKLIN, CA 95677 ARCH. PLANSmil 1. mt � 1 d d 1 1 these drawings,. h. specifications are the continental re and e.d witho property O ' of Mangan Chase and shall not nt copied a reprodoc use without mitten authorization.ncn the contract docam an were prepared for use on this specific site io cat. cioInter wile ils Use f i n dare not suitable fa use r as a tl pia an (E) DEMISING WALL L1 site orato Inter fine. uth or Leese drown,,g,ra re onsee a ampe an d another . eet redo the a v�uscont of propedy Feensed sa on an and d d 1 engineers. Reproduction of the contract docamenh fa reuse on another O p ' protect u not aNemzetl. ad< �2 2 'I 1 •C' SD1 SD1 �El 11'/sr Tll I I I I 1 SEAL @ 24 O a � a d d 1 1 0 PROFESS (E) SLAB ON GRADE 1 I � 941 36P STARTS HERE AND I EG d a . CONTINUES TO RIGHT o do / — a G d d I I, a (E) FLOOR I a C SHEATHING 1 < ° d d - O d d a a d a ISSUE DATE DESCRIPTION I 03/29/2021 SUBMITTAL SET AREA NOT I PROJECT INFORMATION BLOCK �PROJECTSCOPE DABS: JP 0/2 3/2021 /// DRAWN BY: DG CHECKED BY: CD MODEL DRAWING STANDARDS v20.2 SHEET TITLE FOUNDATION PLA FOUNDATION PLAN SCALE:'/4" = 1r-0" SHEET NUMBER S1 . 0 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. ' 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 EOR AND DESIGNER BEFORE FORMING AND/OR POURING CONCRETE. 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 LEGEND Ul (E) TIMBER TRUSS SPACED AT 8'-0" O.C. - (E) GABLE WOOD TRUSSES @ 24" O.C. (E) DEMISING WALL NEW DEMISING WALL EXTENDED TO UNDERSIDE OF EXISTING ROOF — PARTITION WALL TO UNDERSIDE OF (E) TRUSS BOTTOM CHORD K O w 0 w Q d d C g I � M — — — — — — — — — — — — — — — — EXISTING WALL I I I W 3 M 04 04 I N to � �+- o• - - - - - - - - - - - - - - - - - - - - - - - - ; I M W U 0. - - - - - - - - - - V 0 1 I N ce a L6 > ' o / 11 O O F- 1 Z AREA NOT I W 9 / PROJECT SCOPE — - — — _ — SDl — �/ _ _ _ (E) DEMISING WALL \ AREA NOT I PROJECTSCOPE 1 \ 1 / 0 1 / (E) ROOF 1 TOP UNIT 10 SD1 1SD1 ATTACH UNIT TO 1 L 1 ARCHITECT/ENGINEER OF RECORD (E) TIMBERTRUSS - (E) ROOF / ( I / CHORDBOT \ SDl TOP UNIT - 1 CULLUMBER ENGINEERING 12 N I SDi ; v o' AND DESIGN INC 10 SDl -251-9798 SD1 Il I (�@ WWW.CU LUMBERENG.COM SD1 A _ CEILING MOUNT MECH. UNIT(185#) 6930 DESTINY DRIVE SUITE#300, / I I PER DETAIL I3/SD1 � ROCKLIN, CA95677 SDl / (REFER TO MEP PLANS) � 1 These drawings h and!shall s are the p n cr tial and proprietary property — — r — — — — — — — — of JP Hargan Chose arM shall not be copied or repratluced wilhaul wrtlfen X 1 authorization. The conbacf documenls were prepared for,..on th's specific CV site in conjunction with its issue date and are not wBaEle for use on a different 9 eV (E) DEMISING WALL 1 Me or at a titer time. Use of these drawings for reference or example on 12 l2 ' \ nother prgect requi. the ser kes of property keraed architects and engineea. Reproduclton of the contract documents for reuse on another SD1 ' \ pgect is not ho ed. SD1 SDl 11 11 11 � �� SD1 SD1 SDI ; SEAL O- - AH-5II - - - - - - -\ - - - - - - 1 - - / \� ��D PROFFS 185 LB _ _ � �/ � � V�S� aGINt fO 1 CEILING94136PE II / MOUNT � I / 12 12 12 1 I / MECH. UNIT (185#) �� SDl SDl SDl 1 I ;/ EG PER DETAIL 13/SD1 i O rL0 (REFER TO MEP PLANS) C \ ISSUE DATE DESCRIPTION EXISTING WALL I \ 03/29/2021 SUBMITTAL SET � AREA NOT I PROJECT INFORMATION BLOCK PROJECT //! JOB # JPM21001.0 DATE: 3/2/2021 DRAWN BY: DG CHECKED BY: CD MODEL DRAWING STANDARDS v20.2 SHEET TITLE CEILING CEILING ATTACHMENT PLAN ATTACHMENTPLAN SCALE:Y/4" = 1'-O" SHEET NUMBER SIO TRACK BELOW TRACK BELOW #6 GA. SCREWS #6 GA. SCREWS LT. GA. STEEL /8 ' AT 30 O.C. STUD AT 30" O.C. STUD TO STUD STUD PER PLAN CTOP TR DEMISING WALL DEMISING WALL TO STUD TRACK K PER PLAN (NON-BEARING, (NON-BEARING, NON-SHEAR WALL) NON-SHEAR WALL) 2X12X12 _ VERTICALLY AT GA. STRAP STEED STUD PER ARCH. PLANS STEEL TRACK TO SLAB W/%4" 0 STEED STUD PER ARCH. PLANS STEEL TRACK TO EACH FLOOR X 13/4" TITEN HD @ 32" O.C. TYPICAL STUD TYPICAL STUD SEAMS �8, 2_12 TYPICAL STUD BLK'G (OR EACH EXISTING JOIST (SHORE OFF ANCHOR STUBS AT TYPICAL CORNERS OR TRACK ANCHOR BOLT WALL STUD IF PERP.) W/ (2) #12 WOOD FLEXIBLE SEALANT(OPTIONAL) REMOVED WALLS) PER G.S.N. PER PLAN SCREWS TYPICAL STUD FLEXIBLE SEALANT(OPTIONAL) TRACK (1) #10 16 SCREW L1 1/2"Xl 1/2" END (E) FLOOR SHT'G #6 GA. SCREWS EACH SIDE, EACH STIFFENER TO MATCH %4" MIN. 1/4" MIN. TRACK AT 30" O.CESTUD AT 30" O.C. STUD BELOW FLANGE STUD GAUGE AT /// BELOW TO STUD TO STUD 6" PUNCH-OUT LOCATIONS tn (E)TJI JOIST @ (3) 16D THRU (E) 67, ANCHOR BOLT 24" O.C. MAX. L J JOIST WEB AND LT. GA. STEEL PER G.S.N. INTO NEW BLK'G TRACK PER PLAN TYPICAL TYPICAL STUD TYPICAL STUD TYPICAL TRLT. CK STEEL SLAB ON GRADE BY OTHERS TRACK PER PLAN STUD TYPICAL STUD OR TRACK STUD EA. STUD PLY STIFFENER (E) WOOD FLOOR JOISTS 3/4 1/6 " LONG AT BLK'G OR TRACK SELF DRILLING TEK @ 24" O.C. MAX. (SHOWN PARALLEL TO NEW WALL) TYPICAL INTERSECTIONS SCREW EACH SIDE OF STUD 0 PARTITION WALL TO (E) WOOD FLOOR 1 PARTITION STEEL STUD WALL TO CONC. SLAB 2 TYPICAL STEEL STUD WALL CONNECTIONS 3 MULTIPLE STUDS/ COLUMN- WELDED 4 TYPICAL SPLICE IN TOP TRACK & 5 STUD WALL TO SILL TRACK ATTACHMENT w CONT. LT. GA. TOP TRACK PER PLAN 1 1/2"X16 GA. COLD 2X6 FLAT PLATE @ 48 O.C. TO ROLLED AT 50" O.C. (E) ROOF SHT'G (2) 16D INTO BLK'G ENDS UNDERSIDE OF TOP CHORD W/ (2) (1) #10X3/4" LONG %4" X 3" SDS SCREWS EACH END SELF DRILLING TEK _ SCREW EACH SIDE " M OF STUD 00=11% PER A. STEEL STUD NEW 2X4 TO (E) TRUSS CONT. 16GA.TRACK W/2/ V N BOT. CHORD SIDE W/ 1 (E) ROOF TRUSS JOIST c M WELD (E) ROOF TRUSS JOIST W e (1) #10-16 10D @ 12" O.C., FLANGE, FASTEN W/(2) #12 (E) TIMBER TRUSS DOUBLE SCREW STAGGERED TEKS TO BOT. OF TRUSS TOP CHORD DRIFT CLIP TO ROOF Ln LT. GA. STEEL S01/8 2-12 STUDS-TYP. 1 „ CHORD EACH SIDE CONT. 16GA.TRACK W/2/ DRIFT CLIP DSLD BY THE STEEL FLANGE, FASTEN W/#12 TEKS NETWORK, INC. OR EQUIVALENT OUBLE STUDS L1 1/4X1 TO BOT. OF TRUSS CHORD @ AT EVERY STUD WITH CONT. 18ga METAL STUD DRIFT CLIP DSLD BY THE STEEL (E) ROOF TRUSS JOIST WHERE SHOWN ON /4X16GAX1/2" 12" O.C. - STAGGERED NETWORK, INC. OR EQUIVALENT HORIZONTALLY SLOTTED HOLES PLATE FOR WALL BRACING. = N LANS & DETAILS 16 GA. SHORTER THAN ATTACH TO TRUSS BOT. O PRE-NOTCHED AT EVERY STUD WITH ON HORIZONTAL LEG AND STUD WIDTH AT VERTICALLY SLOTTED HOLES ON CHORD W/#10 WOOD ( O I , N HORIZONTALLY SLOTTED HOLES V "SPAZZER" BAR AT EACH STUD SREEWS @ 16" O.C. FIELD VERIFY I� 60" O.C. - INSTALL ON HORIZONTAL LEG AND VERTICAL LEGPER MFR. SPEC'S L.T. GA. STEEL VERTICALLY SLOTTED HOLES ON STUD PER PLAN VERTICAL LEG IF NEW STUD WALL BUTTS1) #10X3/4" LONG SELF LT. GA. STEEL (E)TIMBER TRUSS AGAINST (E)TIMBER TRUSS, W WBOT. CHORD ATTACH EACH STUD TO T&B DCRILLING TEK SCREW EACH STUD PER PLAN CHORDS W/ (2) #10 WOODO IDE OF STUDUNDERSIDE OF TRUSS CONDITION UNDERSIDE OF DECK CONDITION SCREWS C > TYPICAL STEEL STUD TO TRACK 6 BRIDGING ATTACHMENT 7 TYP. PARTITION WALL PARALLEL TO ROOF JOISTS 8 FULL HEIGHT PARTITION WALL PARALLEL TO TRUSS 9 L6 Q � V 0 0 ,O F__ r LLI 8'-6" L (E)TRUSS (E) ROOF SHT'G (E)TRUSS a 1-1 T7 (N) LU46 HANGER (N)4x6 RAFTER (E)TRUSS (E)TRUSS BOT. CHORD L4X4X16ga CONT. STEEL (N) (2)#10 (N) 4x6 RAFTER BOT. ANLGE. (INCREASE BOTTOM SCREWS MTL STUDS CHORD LEG AS NEEDED FOR WALL ANGLE TO BEAM W/ OFFSET, 8" MAX.) ARCHITECT/ ENGINEER OF RECORD (E) TRUSS #12 WOOD SCREWS @ 24" O.C. ANGLE TO TOP TRACK W/#10 @ 12" O.C. - STAGGERED a (N) LU46 ATTACH WALL TOP HANGER TRACK TO 4x RAFTER CULLUMBER ENGINEERING METAL STUD SIM. TO DETAIL 8/SD1 METAL STUD WALL AND DESIGN INC (N) LU46 (N)4x6 RAFTER WALL PER PER PLANS HANGER PLANS 916-251-9798 W W W.CULLUMBERENG.COM 6930 DESTINY DRIVE SUITE #300, ROCKLIN, CA 95677 FULL HEIGHT PARTITION WALL PERPENDICULAR TO TRUSS 10 PARTIAL HEIGHT PARTITION WALL, PARP. TO TRUSS 11 PARTIAL HEIGHT PARTITION WALL, PARALLEL TO TRUSS 12 These drawings and specifications are the confidential and ced Mho poperty of JP Morgan T hese ntra shall not be copied or repradac use without wdnen auo in conjunction The contract documents were Prepared for use on this specific site in conjunction with its issue date and are not suffable rete en ese on a different site or at r later time. Use of these drawings tar reference or example on pother poled duction the services of accurre licensed architects and ATTACH TO ROOF FRAME engineers. Repotlaafio at me contract or uments farre a an another poject is not authar¢ed. PER DETAILS ON RIGHT (E) ROOF SHT'G 1/2"0 THRU BOLT (E) TIMBER TRUSS rNEW MECH. TO TRUSS TOP SEAL NIT PER MEP (N)%z" ALL-THREAD ROD CHORD BOTTOM CHORD ANS EA. CORNER 5/8"0 X 5" LAG EQ. � SCREW 46- TAB N) UNISTRUT PLATE AND SPRING EQ. EO PROF NUT FROM P1000 TO P1000. MAX. FsS (N)5/$'� �W/ NUTLENGTH 9'-0" j �V 4� F,pWASHEL3X3X%4 X 3" - WA HO (E) WOOD TRUSSES LONGEQ 194136PE CORNE@ 24 O.C. L3X3X/4 X 3" EG WITH ISSUPPORT ROD W/ LONGBRACE TO ROOF STRUCTURE ABOVEDBL NUTSREQ'DAT EA. CORNER OF PLATFORM SUPPORT ROD W/ C DBL NUTS %4" STEEL CABLE BRACE TO OVERSIZED%4" TAB PLATE W/ HOLE FOR CABLE AND (N) UNI-STRUT PLATE 3" MIN. PROVIDE STANDARD OVAL SWAGE AND DBL. NUTS ATSLEEVE SSUE DATE DESCRIPTION BOTTOM OF 6" ANCHORAGE (E) WOOD TRUSSES ANCHORAGE (E) WOOD TRUSSES CONNECTION EA. (N) P1000 ON ALL(4) SIDES OF (N) CORNER UNIT MAX. SPACING 6'-0" O.C. CEILING MOUNT MECHANICAL UNIT 13 03/29/2021 SUBMITTAL SET PROJECT INFORMATION BLOCK JOB # JPM21001.0 DATE: 3/2/2021 DRAWN BY: DG CHECKED BY: CD MODEL DRAWING STANDARDS v20.2 SHEET TITLE STRUCTURAL DETAILS SHEET NUMBER SD1