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DNS Approved Transportation BLD 2022-1541 Bertrand September 2024GENERAL NOTES SEPARATE PERMITS VICINITY MAP A. REFE CONTRACOTOR. GP. TOO NOORK TIFTBID OWNERLOFBFROM OWNER TO T 5 LISTED DISCREPANCIES BETWEEN PERFORMED ASpARATE PERMITS 'T°R THE PROJECT SHALL BE DESIGN--BUIILDTHEGENERAL CONTRA TORIGCI OR GLACIER DRAWINGS AND SCOPE OF WORK BID OUTLINE, GC SUBCONTRACTORS SHALL COORDINATE WITH THE APPROVED tG PERMIT SETT PREPARE THE REQUIRED PLANS d ANY OTHER REQUIRED B, ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL INFORMATION, AND APPLY FOR AND SECURE ALL NECESSARY GOVERNING BUILDING LODES AND REGULATIONS, THE CONTRACTOR SEPARATE PERMITS. W uRNo w SHALL BE RESPONSIBLE FOR ALL WORK THAT HAS BEEN T H ENVIRONMENTAL PERFORMED WHICH D055 NOT MEET THESE CODES AND THE GC SHALL BE RESPONSIBLE FOR VERIFYING EXISTING FIELD zos�ns sw IUA LA N1. THECONTRACTOR REOUPONSIBLE FOR REPORTING CONDITIONS, AND COMPLIANCE WITH LOCAL AUTHORITIES AND IMMEDIATELY TO THE ARCHITECT) ANY DISCREPANCIES OR DETAILS ALL CURRENT CODES, REGULATIONS AND REQUIREMENTS. WHICH DO NOT MEET BUILDING CODES AND CONSTRUCTION ' ` o m Gg STANDARDS. THE Ge SHALL BE RESPONSIBLE FOR COORDINATING THE PRE- V CONSTRUCTION MEETING AND ALL REQUIRED SPECIAL INSPECTIONS. Romeoa Pizza Kitchen®%650%2fld2ohlV`R­ 1t g` A 14 THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS > a,w°ONSITE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, IN THE EdmondlsWoo-aye SERVICES EVENTofCONFu.rs OR CHANGES BETWEEN DETAILS, OR BETWEEN LAND DISTURBING ACTMTY PERMIT: BLD2022-1556 i9n schoolTHt PLANS AND SPECIFICATIONS, THE ARCHITECT SHALL B[NOTIFIED IMMEDIATELY. WAREHOUSE BUILDING PERMIT: BLD2022-1542 PJECT D, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE NFPA-72 FIREALARM SYSTEM ' a LOCATION a U a ai POSSIBLY, DIMENSION, AND DEPTH OF ALL EXISTING UESE PLANS i NEW COMMERCIAL OFFICE BUILDING `� o ® B POSSIBLY AFFECTED BY THE WORK L I ELUDE ON THESE UTILITY MECHANICAL o `i PRIOR TO CONSTRUCTION, THIS SHALL INCLUDE CALLING UTILittEd..-C. 9OCATE SERVICES AT 1-Boo-a2a-5555, AND POrxouNo THE ELECTRICAL %ISTING SI. GC ITO AND SURVEPHYSICALLY VERIFY HORIZONTAL ETHEOR AND VERTICAL Bede® ®0=_; n 7509 212TH STREET SW EDMONDS, WA 98026 . 1 _ LOCATIONS. GC TO PHYSICALLY VERIFY WHETHER OR NOT BUILDING 8 SITE SGNAGE CONFLICTS EXIST. T CONFLICTS SHOULD INGUR, THE CONTRACTOR w,ncoP SHALL CONSULT WITH THE CITY ENGINEERING DEPARTMENT AND N RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION n..n... c.. NO SCA E E, THE CONTRACTOR SHALL COORDINATE ALL OPERATIONS WITH THE OWNER, INCLUDING AREA EWORK, WORK, MATERIALS CONDITIONS OR NO DESIGN CODES PROJECT TEAM SHEET INDEX SITE & BUILDING DATA HALF -SCALE ON 11 X17 ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR NOISY WORK, TIMING OF WORK AND INTERRUPTION OF MECHANICAL AND /I) ELECTRICAL StRVICtS. V/ `fY F. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE AS OF FEBRUARY I, 2021, THE FOLLOWING CODES ARE IN PLACE OWNER/CLIENT: ARCHITECT: COVER SHEET&ARCHITECTURAL SITE PLAN: LEGAL DESCRIPTION' W V HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH INCLUDING WASHINGTON STATE-WIDE AMENDMENTS)'. LAUREN GOLEMBIEWSKI THERESA K, GREENE, HEFT SEATTLE HEIGHTS DIV 4 BLK 004 D-00 - TR 6 Z STANDARDS AS ARE SPECIFIED. GLACIER ENVIRONMENTAL ARCHITECT, PLLC A0.2 2008 ILL/ANSI LODE NOTES Q RESUB G. EXISTING CONDITIONS DAMAGED AS A ft[$DLT OF WORK DON[ 2018 INTERNATIONAL BUILDING CODE IWAC 51-501 SE..ICEs, INC. 16188 6E 48TH DRIVES EXISTING SITE DATA: >t3/ Jun 11 2024 UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION 2018 INTERNATIONAL RESIDENTIAL LODE IWAC 51-51 9,UG 111ST ST SW BELLEVDE, WA 9BD0 2.2 TOPOGRAPHIC d BOUNDARY SURVEY MB ITT60F EDMONDS LL J AND FINISHED TO MATCH ADJACENT FINISHES AND AT NO 2018 INTERNATIONAL FIRE CODE CO 51-54A TYNNWOOD, WA 9808] CONTACT, THERESA GREENE 1.2 TOPOORAPHI. d BOUNPARCELDARY NUMBER: re.nTM ADDITIONAL COST TO THE OWNER. ALL REPLACEMENT MATERIALS 8 INTERNATIONAL EXISTING BUILDING LODE IWAL 51-50 EL 425) 355-282fi EL'. 425) 830-3245 AI'Z PRO 0AND EXTERIOR B ADDRESS 7609 212TH°ST SW EDMONDS W REQUIRED TO MATCH EXISTING MATERIALS SHALL DO 50 WITH CELL 14251 268-8]]5 fg.crchltacllcam......t QUART ER -SECTION -TOWNSHIP -RANGE. IB40 20-rz]-oq ��3 M RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND 2018 NATIONAL FUEL GAS CODE INFPA 541 IWAC 51-501 Imilaelglaciaremiro,camXISTING STRUCTURE INFO. 3 BLDGS U) W THOD OF INSTALLATION INSOFAR AS PRACTICABLE, AND SHALL a INTERNATIONAL MECHANICAL LODE IWAC 51-52 STRUCTURAL ENGINEER AlA19 SITE AND EXTERIOR BUILDING SETA LS EXISTING USE/USE CODE: III SINGLE FA-1 RESIDENCES BE APPROVED BY THE ARCHITECT AND OWNER PRIOR TO 2018 INTERNATIONAL FUEL GAS CODE WAD 51-521 SURVEYOR: SWENSON SAY PAGET SITE PIAN DEVELOPMENT ENGINEERING PLANS (CNIL & LS.1: ZO I G DESIGNATION : EN. ILIG.SCG.OD BUSINESS J W INSTALLATION. 201] LIQUEFIED PETROLEUM SAS CODE INFPA 581 IWAL 51-521 TIRRAN[ 2124 THIRD AVENUE, STE 100 EUNOOIs R6INGATNrvPE Q Z�ITY018<NTIFiED Q • 2018 UNIFORM PLUMBING CODE IWAC 51-561 10801 MAIN STREET, STE 102 StATTLt, WA 88121 OERs RAT aINP ON SHEETSTRICT. r _ ES DEVICES AND PRODUCTS ARE SPECIFIED IN B[LL[VU[, WA 9B004 CONTACT: BRIAN RITTEREISER CO.10 STANDARD d PROJECT NOTESI ATER H. THE EDOCUMPNTS BY LISTING ACCEPTABLE MANUFACTURERS OR 2018 INTERNATIONAL PROPERTY MAINTENANCE LODE CONTACT, KATHERINE RYG TEL: 2DGI 856-372. Ce.o EXISTING CONDITIONS PLAN - OVERALL SEWER OIISTRICT CITY OF EDMONDS PRODUCTS, BY REQUIRING COMPLIANCE WITH REFERENCED 2010 INTERNATIONAL SWIMMING POOL AND SPA CODE TEL 14251 233-6093 CELL,[boa) 312-8488 LL - TANDARDS, OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS 2010 WASHINGTON STATE ENERGY CODE IWAC 51-ItG d WAC 51-11R kciNennerllarrcne.nM br:itere,earleefanginaere.cam ­09 E%ISTING CONDITIONS PLAN - SOUTH PROPOSED OFFICE BUILDING DATA: W O SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FOR THOSE I.0 A117.1 ACCESSIBLE AND USABLE BUILDING AND FACILITIES EXISTING CONDITION& PLAN -NORTH AEG TYPE - LEGED SPECIFIED BY REFERENCE STANDARDS OR BY PERFORMANCE 23 EDMONDS CITY LODE AND COMMUNITY DEVELOPMENT LODE GEOTECH ENGINEER: LANDSCAPE ARCHITECT: C1 RO EXISTING I*NDIITIO OGRAPHI. SURVEY ERE° A: AREA PBR BCFC 18.250 s1,N0 PRINK F • 20 NS T P RY SURVEY MAX. NON-SPRWKL 5000 S p SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING IECDL, FIRE DEPT STANDARDS AND PUBLIC WORKS STANDARD C200 TESL PLAN - OVERALL ° OVERALL BUILDING AREA: YzaOG GF. J SUBMIT to CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED, KRAZAN d ASSOCIATES, INC. VARLET VARLRI VARLET SECOND FLOOR &LOG AREA (FOOTPRINT: .0 S.F. Z Q DETAILS. C1,01 TESC PLAN -ROW _ O SUBMIT REQUIRED SUBMITTALS, PROVIDING COMPLETE BACK-UP 4303 - 19BTH STREET SW 18818 90TH DRIVE 6E 02 T S A - SECOND FLOOR AREA: 1100 BF, INFORMATION FOR PURPOSES F EVALUATION WHERE BUILDING LYNNWOOD, IC 88L R CON, L, WA 8801E C203 T[6C PLAN - NORTH MA% BUILDING �EIGHT [PER ECDC 16.45.0201. 261FEET ` STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WILL BE CONTACT MICHAEL RUNDQUI6T CONTACT JEFF VARLET C221 TESC DETAILS OCCUPANCY OCCUPANCY GROUPS. B: SU6NE55 V ACCEPTED WITHOUT PRIOR APPROVAL OF EAN HOLDINGS LLD„ TEL 14251 485-5518 TEL µ251 456-8430 G00 GRADING d DRAINAGE PLAN - °VERA L N W TcrleyJefflhalmall.cam ca.o1 oRADwG d DRAIrvgGE PLAN - Row PROPOSED WAREHOUSE BUILDING DATA: \\ LL 1, IT 18 THE ARCHITECT'S RESPONSIBILITY, A6 A LICENSED CIVIL ENGINEER: V C4.02 GRADING d DRAINAGE PLAN - SOUTH PROPOSED CONSTRUCTION TYPE/CLASS: TYPE V-B, N N-SPRINKLERED / w O ROFESSIONAL, TO OBSERVE THAT THE CONSTRUCTION IN THE FIELD CONTRACTOR: C4.05 GRADING d DRAINAGE PLAN - NORTH MAX. NON -sPRWKLEREO FItE AREA IPER ECFC 19.25.035)'. 6.f. Z Z P CEKO ENGINEERING G.f DR I AGE PROFILE 6000 ADHERES TO THE CONTRACT DOCUMENTS. IF THE CLIENT FOR THIS 225 OVERALL BUILDING AREA: 6.P. Q SERVICES DURING CONSTRUCTION FROM THE ARCHITECT OF RECORD, 5 SOUAK MT. LOOP SW TBO - CURRENTLY OUT TO BID Cq.12 GRADING SECTIONS d ELEVATIONS MAX BUILDING NEIGHT IPER ECDC 16.45.02C1'. 0 ♦u FttT W Q PROJECT DOES NOT REQUEST PERIODIC CONSTRUCTION OBSERVATION RECOR ISSADUAH, WA 8002] OR APPROVto REPRESENTATIVE, THE ARCHITECT OF RtCORD SHALL SCOPE OF WORK CONTACT: CHRIS KOVAL C5. ATE TAMYD.WATER d SANITARY SEWER IMPROVEMENTS PLAN ROW6ALL PROPOSED OCCUPANCY GROUPS. S1. WAR[H ; B: BLGWt44 Of K Z NOT BE LIABLE FOR INTERPRETATIONS, 6UGSTITUTION6 OR ANY TEL: 14251 864-8246 - IFICATIONS FROM THE CONTRACT DOCUMENTS BY THE CLIENT CELL 864-8246 WATER d SANITARY :EWER IMPROVEMENTS PLAN -SOUTH OCCUPANCY BREAKDOWNS: OR GENERAL CONTRACTOR. MODIFICATIONS TO THE CONTRACT THE CLIENT 15 PROPOSING TO DEMOLISH THE EXISTING STRUCTURES, cpkovacicakenw.com W TER d SANITI IAN ARY SEWER IMPROVEMENTS PROF L SORTH B. OFFICE BCDµ., 1 OGD. W O O 3 00 DOCUMENTS MUST BE IN WRITING AND DISTRIBUTED TO THE CLIENT, REDEVELOP THE SITE AND CONSTRUCT A NEW 56'%]D sa,600 S.F. ClR1 WAT I E 5 °STIORAGE °USG SE°BL 6 °.G GENERAL CONTRACTOR AND ARCHITECT VIA SUPPLEMENTAL 1-STORY COMMERCIAL OFFICE BUILDING AND A 40X80'13,200 S.F. ARBORIST: DRY U d SANITARY EB PR SEWER IMPROVEMENTS DETAILS _ U INSTRUCTION, CHANGE ORDER OR CHANGE ORDER DIRECTNE AND 1-STORY WAREHOUSE BUILDING (UNDER SEPARATE PERMIT) WITH AN A GRAND DESIGN, LLC C]6�00 CIVILU S[TIE IIMPROVEMENTB PL4NTS u OV RALLALL TOTP1 OCCUPANTS. US' O.G 2 ry Z 0' SIGNED A6 PER THE LEGAL REQUIREMENTS OF THOSE DOCUMENTS, ADDITIONAL •1600 S.F. ASPHALT AREA FOR OUTDOOR STORAGE ]814 60TH ST 6E T.01 CIVIL SIT[ IMPROVEMENTS PLAN - ROW 1 IN WAREH U DG: 2 ALONG THE NORTHEAST SIDE OF THE PROPERTY, PER THESE PLANS. INOHOMISH WA 98290 C].02 CIVIL SITE IMPROVEMENTS PLAN -SOUTH PROPOSED OUTDOOR STORAGE: 2 /I` w � W Z CONTACT: BHELLEY TOWERS VIL 5[T IMPRD M TS P - NORTH OUTDOOR STORAGE PAD AREA. V Z. EL. 2CHU 382-658] C7.04 HORIZONTAL CONTROL PLAN eadnenelyaheO.com C721 CIVIL SITE IMPROVEMENTS DETTAiLS PROPOSEDOVERALLSITEB BLDG AREAS: s DETAILS RIGHr aF-WAY AREAS °R IIB'GxT a C B OOC LLWA S": o s.T. ABBREVIATIONS LEGEND OF SYMBOLS `° FIRePLAN MOReRAMLNT SITE „ElLOo„ MAX. HEIGHT B,25FE LANDSCAPE: MAX,ALLOWED LOT COVERAGE (PER ECDC 1fi.45.020I: 1 Q O PROPOSED LOT COVERAGE, Ll Q LREE REPENPLAN PLANFOOTPRINT AREAS / SITE AREA: 6,500/37,827 i POUND OR NUMBER t%BST. EXISTING 0/ OVER ,, /���REVISION ND. TITLE WINDOW SCHEDULE L-3 LANDSCAPt DETAILS MAX. ALLOWED BOOR AREA RATIO [PER [CDC 16.45.020I. PAR Q py0 d AND E%P. JT EXPANSION JOINT P.C.C. PRE -LAST CONCRETE r' 'vr�' BLOCK SHOWS REV. O5 KEY PROPOSED FLOOR AREA RATIO PAxI. 0.23 FAR AT EXT, EXTERIOR P-LAM PLASTIC LAMINATE ys-r`�. 1J-fib'-DATE1 ARCHITECTURAL GROSS FLOOR AREAS / SITE AREA: 8fi00137,827 Q -ACT ACOUSTIC CEILING TILE FD FLOOR DRAIN PLUMB. PLUMBING ET A211FIRST FLOOR CONSTRUCTION FLOOR PLAN - OFFICE BLDG BOLDING SETBACKS IPER ECDC 1645.0201 Q A.F.F. ABOVE FINISHED FLOOR FEC FIRE EXTINGUISHER PLYWD. PLYWOOD INDICATES REVISED R ROOM NAME gR.11 SECOND FLOOOR CRONBTRU ETIOCT FLOOR PLOAN - OFFlpG BLDGFRONTALUM. ALUMINUM CABINET p,T. PRESSURE TREATED AREA EL RI ROOM N0. G E55 d LE PLA - FFICE BL N SIDE) REAR YARD: 10NOE Q ANOD. ANODIZED FIXT. FIXTURE PNT PAINT/FAINTED � R2 SECOND FLOOR EGRESS d ELECT PLAN -OFFICE BLDG N4615 FEET RED FROM LOT LIKES ADJACENT TO R-ZONED PROPERTTNE= BSMT. BASEMENT FLR. FLOOR PVC POLYVINYL CHLORIDE DETAIL No. DESIGNATION Ile, G. ROOM AREA BI IRST FLOOR REFLECTED CEILING PLAN - OFFICE BLDG A% )IRE VIOUS AREA LISTED I ECDC ISSUE DATES BYND. BEYOND F.O. FACE OF RBR RUBBER SHEET THAT DETAIL IS A2.32 8[CONp gLOOPO R[FL[CTpD CEILING PLAN - OFFICE BLDG PROPOSEDRI.PERVI0U5 SURFACE AREA: IPER <NRNRANS GOT, BOTTOM FRP FIB[RGLA55 R[INFORC[D RCP REFLECTED CEILING PLAN SHOWN FINISH SCHEDULE PROPOSED LANDSCAPING/PERVIOUS AREA: PER CNR BANS C.I.P. CAST IN PLACE PLASTIC R.D. ROOF DRAIN /� KEY A3.1 OVERALL EXTERIORCELEVATIONS CHNL CHANNEL FND. FOUNDATION REO'D REQUIRED BLDG. SECTION NO io16 A9.R 90 RENDERINGS CJ, CONTRO JOINT A. GAUGE RM ROOM �J EQUIP. SCHEDULE BUILDING 6[CTIONS - OFFICE BLDG PROPOSED PARKING: CLG. CEILINGL J GALV. GALVANIZED Sim SIMILAR SHEET THAT SECTION KEY A42 EXTERIOR DETAILS FOICE BLDG LBLDG XISTING PARKING STALLS ON SITE, USTNOWN SLR, CLEAR GWE GYPSUM WALL BOARD SPEC. SPECIFIED OR IS SHOWN CASEWORK DTL N0. TOTAL REQUI NGRED CUSTOMER STALLS, ALLS G. CONCRETE MASONRY UNIT H.C. HOLLOW CORE SPECIFICATION AA4 EXTERIOR DETAILS - OPPICE BLDG PARKING R[0 1/400 SP O"NIC BLDG 4600/400): 12 STALLS COL COLUMN HT. HEIGHT SPRK SPRINKLER WALL SECTION NO SHEET N0. q45 %TERIOR PRE-FAB STAR DETAILS - PARKING REC 11 PER RATH OFFC[ AR[AI: 5 STALLS GO MPR COMPRESSIBLE H.M. HOLLOW METAL SGTL STAINLESS STEEL CUSTST[N PARKING BRtAKDDWN CONL. CONCRETE HR. HOUR ETC. SOUND TRANSMISSION SHEET THAT SECTION C/y'�WALL TYPE N0, q6,1 SCHEDULES 6 NOTES - OFFICE BLpG OF RpRS VEHICLE REACTS I8.5'xM.S' MIN., 24' AISLt: STALL CONT, CONTINUOUS HVAC HEATING, VENTILATING, AND COEFFICIENT I6 SHOWN INSULATION KEY SCHEDULES d O E - OFF C BL G • 4 STILLS CPT CARPET AIR CONDITIONING STL STEEL MIS. INTERIOR ELEVATIONS d DETAILS - OFFICE BLDG ALLS IBk165', 24' AISLE): 0 STALLS OCT CERAMIC TILE INSUL, INSULATED STRULT STRUCTURAL ������INTERIOR ELEV. No. ! MI5C INTERIORNDETAILS - OFPICE BLDG VANPHANDICAPCSTALL U-8', 24' AISLEI, EV READY: STALL 6L DOUBLE INC. INTERIOR TW TONGUE AND GROOVE D q DATUM POINT C INT[RIER D[TAILe - OFH IC[ BLDG EV CHARGING STALL B.S'x185' 2q' A SCE: 115TALL5 DEMO DEMOLISH No. LOW TILE, T[L[PHON[ WALL A% 108 BLDG ORIENTATION IS -CEILING HEIGHT TOTPL CUSTOMER PARKING PROVIpEO: I TALCS CIA, DIAMETER MAX, MAXIMUM T0. TOP OF SHEET THAT �l A - A].2 2018 WSE. LIGHT NG FORMS -OFFICE BLDG PROPOSED BICYCLE PARKING PROVIDED: SIXES GIML DIMENSION MIL MELAMINE T.O.L TOP OF CONCRETE C INTERIOR ELEV. IS TC FINISH CEILING STRUCTURAL: ON DOWN M0. MASONRY OPENING TO.P, TOP OF PLATE SHOWN PRE -APPLICATION REVIEW NUMBER: PRE2021-0013 DR DOOR MICH. MECHANICAL TOS TOP OF STEEL TYPE GENERAL NOT[: - OFFICE BLDG DWG DRAWING ME BR MEMBRANE TP TOILET PAPER DISPINSIR NORTH ARROW A GRID DESIGNATION 1'2 'NRA- ONTE OFFICE BLDG EA. EACH MIN. MINIMUM ID TELEPHONE/DATA N O 2.1 A I AN - G [IFS tXTtRIDR INSULATION d FINISH NURSING MOISTURE -RESISTANT TIP. TYPICAL 2.2 SECOND FLOOR FRAM NO PLAN - OFF BLDG Ll SYSTEM GYPSUM WALL BOARD U,O.N. UNLESS OTHERWISE NOTED Q SHEET KEY NOTE ROOF SLOP K AND 52.5 ROOF FRAMITE NG PLANIOOF OFFICSL E ID. ICE OFFICE O EL. ILIVATION MTL METAL U/a UNDERSIDE ELECLECTRICAL N.I.C. NOT [N CONTRACT VIF VERIFY IN FIELD DOOR SCHEDULE KEY 2 CON. ETE DE [ S - OFF . B CE BLDG dL 0e O� ELSELEVATOR/ELEVATION NO NOM NUMBER NOMINAL V.PVISION PANEL (CORRESP. TO ROOM N0. -� BREAK LINE SYMBOL1 /TOODL FRAMING D[TAIL6E )FFICE BLDGHEPDM ETHYLENEPROPYLENE DIENE 0 H. ON CENTER µ/ µTN WHIRL DOOR OCCURS) 683 WOOD FRAMING DETAILS OFFICE BLDGM-CLA94 (ROOFING) OPPOSITE HAND µo WITHOUT DOOR SUFFIX �- MATCH LINE MARKER E0. EDUAL WO WOOD S6. I DETAILS I City Of Edmonds Building Department Work ---- NEW OFFICE BUILDING--------------------------------- ------- -------------------- Address 7509 212TH ST SW Owner GLACIER ENVIROMENTAL SVCS Approved Date 7/01/2024 Building Official; �07f.07/7L/L 1,74A L Permit Number ---------BLD202- -1541--------- !Construction Type VB ?Occupancy Group B 1 :Occupant Load F $ ALL WORK SUBJECT APPROVED OBTAIN ELECTRICAL TO FIELD PLANS MUST BE PERMIT FROM INSPECTION FOR ON JOB SITE STATE LABOR & CODE COMPLIANCE INDUSTRIES The following documentation shall be available on .' site for the building inspector: '. X❑ COE APPROVED ARCHITECTURAL PLAN SET ❑X COE APPROVED STRUCTURAL PLAN SET ❑ COE REVIEWED CALCULATION PACKET '. ❑ ENERGY CREDIT WORKSHEET ❑ SITE PLAN ; i ❑ CIVIL PLAN =❑ ❑ ■ L . - . . CITY OF EDMONDS BUILDING DEPARTMENT 2021 . . . . . . ■ -------------------'—'—'I ! Special Inspections required for this 1 permit: i 1. Structural steel fabrication and 1 erection 1 2. Concrete construction 1 3. Soil conditions, fill placement,and i density 1 4. Expansion bolts and threaded i ! expansion inserts 1 5. Epoxy grouted Installation ----------------------- Deferred plans: i 1. Pre -fabricated Metal stair and i location of gate i 2. Pre -fabricated open wood Trusses I 3. Design Build Elements i L_------------------------ Zone t--BN--' Comer Flag Setbacks: Required Actual Front Sides Rear Other Height 25 25 Approval for south office building only. See BLD2022-1556 for setback compliance. APPROVED BY PLANNING Jul 10 2024 08-29-2024 PLAN REVIEW NOTES: APPROVED WITH CONDITIONS 1. FIRE ALARM SYSTEM IS REQUIRED. APPLY FOR A SEPERATE FIRE ALARM PERMIT. 2. A DEFERRED SUBMITAL IS REQUIRED UNDER THE FILL AND GRADE PERMIT. ANY GATE(S) OBSTRUCTING THE FIRE LANE SHALL BE AUTOMATIC. SHALL FULLY OPEN TO WIDTH OF FIRE LANE. INCLUDE A SENSOR THAT IS COMPATIBLE WITH FIRE DEPARTEMENT APPRATUS STROBES THAT WILL ACTIVATE THE GATE INTO THE OPEN POSITION UPON APPROACH. A KNOX GATE KEY SWITCH SHALL BE INSTALLED TO OPERATE THE GATE AS A BACKUP. DFM BURT FLOOR OR GROUND SURFACES (ICC/ANSI SEC. 302 83031A ...... T ST ... R THAN IHK`.EA`.GES 1. U.—B—BIR TFAI 1. INCH FALL BE RAMPED AND -UNFN`L IF ATL7­FTF FIRM WHEELCHAIR TURNING SPACE AND CLEAR SPACE (ICC/ANSI SEC. 304 8 305): A—HALLHA EAS BE NOT GIESPER THAN I... THE CLEAR FLOOR OR GROUND SPACE SHALL BE So INCH ­ N BY 41 INCHES MIN. AND SHALL BE '­TKIED FOR EITHER 10 AND I R EL APPROACH TO AN PLIMINF GNP FULL UN_LNl.LFU SIDE OF THE I,_ ME ON IFAFLADJIIN KNEE AND TOE CLEARANCE (ICC/ANSI SEC. 306): RORGROUNDANDBINCHEGABOIE CE THE FLOOR 0 A GROUND SHALL BE T*E CLE'RINC E M_ DEPTH 'PERMPTEDT' MTEND " IN 'HEI MAX UNDER AN ELEMENT AND I , INCHES MIN EN.TH THE ELEMENT TO E GL.RAN.E SHALL BE C KNEEITEANANI INCH PROTRUDING OBJECTS (ICGANSI SEC. 307): E THAN Cl INCHE. AND NOT MORE TH N M�QXUAMVE'TFE FCOORINR, I ROUND. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH NCH HE HAN N REACH RANGES (ICC/ANSI SEC. 308): .!�NUCTEDHGH OR AR PC IN ERE ADH�IGH IAOTRH�TAREDERLEA.EH�1�,OIREAR AN OBSTRUCTION THE IN HE -ERE HE REA H HIGH F­RD REACH SHIFT 11 IF INCHES MAX. AND THE BEACH DEPTH ILATL IF Ol LET I—RU­ON SHALL BE ' I N ONES VIA AN I THE DEPTH HE '_ A ' ION 'HALL BE 14 INCH' MAX THE HIS — BE REACH FALL BE 48 �NCH BE M. _`�'RTEACH DEPT H. I I B INCH. M. WHERE THE REACH DEPTH EXCEEDS 10 INCLES. THE HIGH SIDE REACH SHALL BE IS INCHE. AX FOR A REACH DEPTH OF GI INCHES MAX OPERABLE PARTS (ICC/ANSI SEC. 309): EXCEPT HEIGHT 0 IN ONE OR MORE 01 THE REACH RAN.E. OCCUPANTS OPERATION. OPERABLE PARTS SHALL BE OPERABLEWTH ONE HAND AND SHALL NOT REQUIRETIGHT ACCESSIBLE ROUTES (ICC/ANSI SEC. a III FEE 'IFT-11ComaoNENTsaFANn lls ilielE OUTTESAPsCD IT WTHTHE WALKING SURFACES (ICC/ANSI SEC. 4D9): HALL NOT BE BFEEPER THAN I... THE GROSS IL PE OF A WALKING SURFACE SHALL NOT ST HA I'M GIL IA­N. SM.FS AT INFEEVALS OF GO. FEEL MAX THE—ASSIN. EACH. HALL I FITHEFY AW INCH BY WINCH MIN. SPACE, ORAN INTERSECIBON OFTVA) MUWNG SURFACES -CH PROVIDE A TFSHAPED MANUAL DOORS AND DOORWAYS (ICC/ANCI SEC. 404): CLEAR LL HAVE WTH THE DOOR OPEN W DEGREE& OPENINGS MORE THAN 14 NIHEII:EPLESAHRALLPPRINIGD.EAIHLIR =�TFAN 34 IN' LES'A E HE LAOLLR'OR GROUND. PROJESBONS INTO THE MIN. CLEAR OPENING WIDTH MORE THAN 34 1 UP TO W INCHES ABOVE THE FLOOR OR GROUND ARE PERMITTED IS o1ANDOHERI°°�LC10EPARTS oNACD_E DOOR CLOSERS DOOR CLOSERS SLA-L BE ADJUSTED GO THAT FROM AN OPEN POSITION OF .0 DOORS OTHER THAN FIRE DOORS SHALL BE AS FOLUGM. INTERIOR HINCED DOOR 50POUNM SLIDING OR FOLDING DOOR. 5.0 POUNDS THE"IF1111 DO NOT APPLY TO THE FORCE lIlUIlID TO RETIACHL F—H -IS OR DISEN—L 1111 SURFACE 1111 —FACES WTHIN 11 INITES IF THE FLOOR 11 GROUND MEARLIEN) VINTICALI SHALL 11 A 1111TH SURFACE IN THEPLIH 1111 EATINIINI THE FULL WITH IF THE CAPPED 'CE' 'OR SLID' NO MORE TEMPERED GISS DOORS WTH*UT= AND H-NG A B.TTO� RA_RSH.E.T H THE Top LEAD, NO EDGE FIBERS. AT No LESS 'DEGREEFR*M TFEH*M'o TAL SHALL NOT BE REQUIRED TO 1:1 THElol I NCH BoTTOM RAH. HEIGHT RE.UIRE.ENT, AND I RS GO NOT EXTEND To _HN I I NO I THE FLOOR OR GROUND ABOVE THE FLOOR ON GGl­. RAMPS (ICGANSI SEC. 405): 'I BE RLIPHENTLAN I IX CHIP. LIFE OF ­M, RUN. I BE RUN HA=.I H�ETCM�N THE AD 7XI FALL HAVE LANDINGS AT .010. AN. TOP .1 M& RUN. SLOPE NIHES MINANC�­R. RAMPS THAT CHANGE GIRECTKII AT LANDING. HALL HAVE A . INCH WIN. , SO NOT MN IN. IRlBTII TO IVIRIII THE =lRAI­ RANIPSWTH ARISE GREATER THAN 6 INCHES SHALL HAVE FANDRALS COMPLYING WTH RAMP -ANDINGS. THE FLOOR OR GROUND SURFACE OF THE RAMP RUN OR LANDING SHALL EAMIEND 12 INCHES MIN. BEYOND THE INSIDE PAGE OF A FAILING COMPLYING WTH C­NSI SECTION W5. IF, INCHES CURB RAMPS (ICC/ANSI SEC.406): CURB RAMPS SHALL BE 36 INCHES WIDE MIN., EXCLUSIVE OF FLARED SEES. CUR. MAPS AND THEIR _EG.FGUR.RAMM TH ENE FELE WALK AIR.- ACUR.ZMI, THE RAMP FALL _TH_EMU_EEGFEEPERTHAKj,S ER HAVE FLARES SIDEB. SLOPE OF ILARES AL NET E THE WIDTH I THE WALK NI IIFFAIE AT THE T'P'FTHERAM' AND FIT HER N OF THE RAN' LEI THAN THE RAMP COUNTER GLO PE COUNTER SLOPES OF ACHO, N, NG BEFFERE AND ROAD SURFACES THAN.I. ON. FROM RAMP. TO WAL. G UTTEEM 1�=_ SHALL BE AT THE SAME LEVEL CONTAINED THIN THE FACTUP'N. AN, GI E. ED DIRECT ON OF PEDiZTRIAN I OW BOTTOMS OF DIAIINAL BE RI Rl"ll 11ILL HAVE I INCHES MIN. CLEAR EMSE, EASURED MRALLEL TO THE RUNN I NO LOE DIAGONAL OUR. RAMPS PROVIDE. AT MARKED CROSSINGS SHALL PROVIDE STAN I. RAISED lNGSIN �CSSIN.S SHALL BE —THROUGH FEVEL­HTHE.TREET.G HAVE HART IF THE ISLAND INTERIENTED BY THE 11—IN1. PARWNG SPACES (ICC/ANSI SEC. SD2): SHALL BE ea INCHES ..E IN. AND SHALL HAVE AN A -AGENT ­�- 'I"Ll'ANX 11AGE1 SHALL BE IEEMITTET TO SHARE A 111MON ACCESS AISLE. SERVU4G VAN PARKING SMCESSFAUL BE96 INCLEBWDEMIN. ACCESS AISLES SHALL EDGIEND THE FULL LENGTH OF THE PARKING SPACES THEY SERVE AND THEY BHA L BE MARKED SO ASTO DISCOURAGE PARKING IN THEM FLOOR I A ' ROUND SURFACES PARKING 'PACE' AN I ACCESS A ILES SHALL HAVE SU RIAIESLOT NET _EHER THAN I . A_ EGA AISLES SHALL BE AT THE -ME LEVEL AS T HE M_ N . MC. THEY BE — IDENTIFICATION ECTIGH T.0 UCH HALL BE IN E. N V E OR OR GROUND SURFACE OF THE PARKING SPACE. MEASURED TO THE BOTTOM OF THE SIGN. PASSENGER LOADING ZONES (ICC/ANSI SEC. 503): VIDE AN ACCESS AISLE ADUACENT VEHICLE PJL_­UPSPACE PASSENGER HALL BE PARTO'T HE AIIE­BUE SHALL==IDNETMIENMAND � FEET LONG MIN. ACCESS AISLES SHALL BE MARKED SO AS TO 'ISED IT L HAVE URFA. - NOT "EEE` THAN A. PER ABLE. -HALL ME AT THE ME LEVEL A' THE VEHICLE HILL UP SPACE TH I SERVE VENT"ALZ ­RANIE = "AL CTEAX.NCE I F -UT. TO SUCH SITE ENTRANCE. STAIRWAYS (ICC/ANSI SEC.UNIFORM T—D D;FH. RISERS SHALL BE 4 INCHES HIGH MIN AND 7 INC C HAL INCHES DEEP MIN. MEASURED FROM RISER TO RISER. OPEN RISERS FAUL NOT BE PERMITTED. STAIR N" ME THAT PR"EG` 'EYO ND RISERS IFIL HAVE THE UNDERSIDE I FTHE E CURVES 0 R EVEUED ­ERS SHALL BE PER. "ED TO SLOPE UNDER THE TREAD AT AN =1 SC DECREES 'PHY NO HE SO THAT WATER LL NOT -CUMULATE IN WALKING LREA— HANDRAILS (ICC/ANSI SEC. 505): B_EN FLIGHTS -G RUNS FEKHFT TOP IF SHIPPING S11FAIEP IF HANDRNLI 11ALL BE M INCHES MIN. AND W INCHES MAX AND WALL SHALL BE __N OF THE LANDRAIL LENGTH IS OBSTRUCTED. HORI­NTAL PRO-1— BEYOND THE BDE—F THE INCH IN H.Uo­ 'lFRF`AE­. A.AGENT TO THE. FALL BE WAL FREE OF ANY AN_ INCHES MAX TH BY HAVE A PERIMETER G, MEN: 0 N IF 4 1 NAND " =HEE . AND"FRO, E.`THE RU LARGEST CR—SECTION DIMENSION IS 2­19 INCHES MAX asRISER NNINEMLL NsSURFaHE FIRSTNIUs TO THE HAN"=L IF AN A—CEN' ETAE FIT `HT BOTTOM PAT IIN AT ­1 AT THE BOTTOM OF A KFNE FLIGHT FAN I iZ` SHALL — END AT T HE GUARD, OR THE ­ING SURFACE OR SHALL BE COWINUOUSTO THE HANDRAIL OF AN ADJACENT DRINKING FOUNTAINS (ICGANSI SEC. fi02): PROVIDED. CLEAR FLOOR OR GROUND S .OR OR GROUND SPACE SHALL BE WFERE A FORWARD APPROACH IS PROVIDED THE CLEAR FLOOR 01 GROUND SPACE SHALL BE FRONT EDGE IF THE UNIT INCLUDING BIMIER1. UNITS WTH A FORWARD AP110ACH ITILL HAVE THE 11OUT 11 INCHES MIN. FROM THE 1ENTICAL lUIPINT AND I INCHES MAX. FROM THE FRONT EDGE IF TOILET AND BATHING ROOMS (ICC/ANSI SEC. 603 AND 604): as r GROU ND SPACES R= THIN THE Roo. EYOND THE ARC 0, T HE DOOR =IL OROR LOCATION. THE WATER CLOEU SHALL BE POSITIONED WTH A WALL OR PARTBION TOTH= AND TO INE SITE. THE IENTERLINE IF THE WATER ITOGET SHALL IF " INCHES MIN TO " INCH F CM THE _E 'ALL ON EARTITI'N FROM THE BEAT WALL. NI OTHER FIXTUlEl 11 1­11CTIINM SHALL BE WTHIN THE WATER ITIGET CLEARANCE I ERLAP THE BE AROUND THE WATER ­­ HALL 1EPERMITTEDTO OVER LAPTHE FLOOR OR GROUND SPACE OR CLEARANCES AT OTHER FIBMTUREG AND THE WHESUCHAIR TURNING SPACE -'IT IN LUSH lINTlILl SHALL BE HAND IIERATET 11 ALTIMATI. HAN—IENATET BEAR — AND EXIIENDING 54 INCHES MIN. FROM THE REAR WALL. IN ���'10'NCAEVERTI—CAFLR.OR"A.TH.EAR 18 INCHES MIN. IN LENGTH SHALL BE MOUNTED WTH THE BOTTOM OF THE MR LOCATED BETWBEN 39 IIN WEXTEN' FRONT HE CENTER LINE OF THE WATER 11_011 A INL 0111 INCHES ON THE —E GL6GEEF TO THE WALL AN. IN NIHE_N NTHET_FERBSE MIN. IIIIE THE BEAR MR. IIIIENIERS SHALL NIT BE IF A TYPE THAT CONTROL BELVERY IRTHAT DO NOT G-W NU. APE LOITH THE BOTTOM EDGE FTHE REFLECTING SURFACE IS IN HE FLOOR OR GROUN% FORWARD REACH OR SIDE REACH COMPLYING WTH ICCIANG SECTION S. �OHCED FOLD­DO­ SHELF SHALL BE Q INCHES MIN. AND 48 INCHES MAX. ABOVE THE FLOOR OR GROUND. URINALS (ICC/ANSI SEC. 605): C OR 0 A GROUND SPACERGVID��. III' CLEAR FLOOR OR GROUND PACE POSITIONED FOR FORVANRID APPROACH SHALL SEP TOILET COMPARTMENTS FOR MULTI -TOILET ROOMS (ICGANSI SEC. 604): INC FESWDE MIN. MEASURED PERIEN-1 ULARTOTHESIDEWALL AND IS INCHES DEEP M,N I.RWALL HUN' WATER C­­ AND PERPEN.ICBLAR TO THE REAR WAIL NCH` DEEP "NNI= AN REQUIRED COMB THE IAT IN ­' IFILL BE CENTERED IN THE ... AT MENT, EGBVIIEI IN BOTH 111EI IF THE IMPARTMENT. DOORS CCMMRTMENT DOORS SHALL NOT WING IWO THE MIN. REOwRED COMPARTMENT AREA. TOILET COMPARTMENT MORE SHALL COMPLY—H—ANSISEITION— EXCEPTTHATIITHE APPROACH 'STOTHEITCH S, BE .1 THE COMPARTMENT DOOR, THE I LEARANBE �_Ehl THE DOOR SIDE OF THE COMPARTMENT AND ANY OBSTRUCTION SHALL BE 42 INCHES MIN. THE OR SHALL BE HIM ED 4 INCHES M" FROM THE ADIACENT WALL OR PARTlION FARTHEST FROM THE WATER ILO ­ THE . A SF_ E SELE'L_ NO A DOOR FULL SHALL BE PLACED I N EGTH B DEG.,T HE DIC R INCHES DEEPWTH AWALL-HUNG WATER GWSET OR 65 INCHES DEEP WTH A FLOOR -MOUNTED WATER CLUB LAVATORIES AND SINKS (ICC/ANSI SEC. 606): R :IXNP� SHAPILPHAVE AT.—ST ONE COMPARTMENT COMPLYING WTH THIS REQUIREMENT. GRAB BARS ICC/ANSI SEC. 609: ­ E AS BARS SHALL HAVE A CIRCULAR CROSS SECTION WTH A DIANEI`ER OF 1— INCH MIN.AND2 11 INCH MIN. RATIll. POSITION IF FEAR FARE BRAD IARAS SHALL 11 MIINTEI IN A HIR­NTAT PORTION � INI— MIN. AND " IN MAX ABOVE THE FLOOR SURFACE=RDS I M. _ AN. ANY WALL OR OTHER SURFACES AGIACENT TO GRAB — SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. SIDES SLA-L HAVE A RADIUS OF 1� INCH MIN. GRAB BARE 'HALL NOT RTATE=.THHAELR F=LE. IN ANY MANNER THAT PROVIDES A INIIFINI SURFACE INSTALLATION BA L. IIILTEI AT ANY POINT IN THE BRAD III F—INER MIINTIN=LIFI S1111FITING"TRUG"11F. SIGNAGE (ALL SIGNAGE TO COMPLY WITH ICC/ANSI CHAP. 7): SIGNS AN' DIRECTION' " N ' THAT COMPLY 'TH '—AN ' SECTION " AN D ARE ", 'LE To BLUE CKCROUHO IG_FNI 1_N INFEOERAL STANOARD Senn EACEaTw ns .UGN OR D=l BY IN ENFIRIINI AGENCY THAT SUCH BIG— ANN IDENTIFICATION PROVIDE A­OUALF INCH ABOVE THE =D. R:CEEGlED CHARACTERS OR SYM­ ARE USED THEY ARE TO BE RAISED OR RECESSED A IN. 1GG INCH To SERI I TYPE IINT R SEDCLARACTER—ET. BEAT U­ INCH HIGH AN. =:DC=R. AND SYMBOLS ARE TO HAVE A 'N INCH IN STROE.GTH WHEELCHAIR ACCESSIBLE PUBLIC TELEPHONES (ICGANSI SEC. 704 CLEAR FLOOR U ND 'PACE A "' A 41 'CLEAR OR ROUND 'IACElHAUL'E PRO I DEC THE CLEAR FL =R.UND PACE SHALL NOT E=I.TED Y ASEZ EN CLOSURES ORV _ED RANGES SPECIFIEDUIP ;DATALEPHONESSHALLHAVEPUSHBUTTONCONTROLSWHERE SERVICE FOR LENGTH IF "NHE' 'IN V.LUMEl.NT­ TELEPHONE. TELEPHONES WTH VOLUME CONTROL SHALL BE EQUIIHET WTH A IT TTY MERE USED WTH AMY TELEPHONE. — TELEPHONES SHALL BE PERMANENTLY AFFIXES WTHIN ORADJACENTTO THE TELEPHONE ENCLOSURE. IF AN ACOUSTIC COUPLER IS USED, THE CIENTLY LONG To ALLOW CONNECTI. THE E PROVIDED TH I SHALL BE EQUIPPED WTH A SHELF AND AN ELECTRICAL OUTLET WTHIN OR ACIAC ENT SHALL HAVE A 6 INCHES HIGH MIN. VERTIK­ CLEARANCE ABOVE THE ARM MERE THE 77Y' IS PLACED. NOTE: REFER TO DETAILS IN THIS SET FOR ENLARGED PLANS AND SECTIONS DEPICTING REQUIRED ACCESSIBILITY DIMENSIONS AND NOTES SPECIFIC TO THIS PROJECT. RESUB Jun 11 2024 HALF -SCALE ON 11X17 U) III W Z U_— LL — W Z) U) m aw Z LL W IL 2EO Z Q O �U \NV� / W O Z W c� Q N G tt w O W � —Ua g //�� W y (9zE ALTA/NSPS LAND TITLE SURVEY a LEGAL DESCRIPTIO IOCK4,SEATTLE SCHEDULE B ITEMS m HEICJiTS DINSION FOUR. ACCORDING i0 RECORDED IN VOLUME 9 OF FLATS, PAGE 11, O THE OCOOUNTY OFISH O SNOHOMISH, SLATE OF WAGIINGTGUTRUCTMCONSTRUCT, 8. AN EASEMENT AFFECTING THAT PORTION OF SAID LAND AND FORTHISLATTHEREOF THE PURPOSES STATED HEREIN AND INCIDENTAL PURPOSES AS W ALTER EXTEND, REPAIR, OPERATE, AND MAINTAIN DVERHEAD PND/OR RUTH 3 R ITERLINE ET E" 212 N ST SW PER REFER_-NCE THENO , ND OTHEDECESSAR ANDARY 25R 1INCVENIENT APPURTENANCES RECORDED: FEBRUARY 17. 2016 IN OFFICIA_ RECORDS UNDER RECORDING NUMBER 201602170520 L N L AFFECTS: A STRIP OF LAND 10 FEET IN WIDTH. LYING PARALLEL WITH AND ADdOINING SOUTHWEST (PLOTTED)HE NORTH MARGIN OF 212TH SE W R 1 THE SURVEY SHOWN H 1022. THE FIELD DATA WAS COLLECTED AND RECORDEDON MAGNETIC MEDIA THROUGH W DATA FILE ISARCHIVED ON DISC OR CD. WRITTEN FIELD NOTES MAY NOT EXI%ISi. O - - - Es (w,IAcdT) 2. EXISTING STRUCTURES) N AND DIMENSIONS ARE NMEASUREDOTED. FROM THE FACECE OF OF THE SIDING UNLESS OTHERWISE 9RILKASDRFADE • AP ( ;� Bunowc O Tm FOuxD) _ cd, ow REi MING WALL AY uNEs ALL MONUMENT SHOWN HEREON WERE LOCATED DURING THE 3 COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED. 0 xsnc - - su s 4. SUBJECT PROPERTY TAX PARCEL NO. D0566900400600 MATE SUBJECT PROPERTY AREA IS: 5. APPROXIMATE ® Od 11 C1 INI (CHAIN UNTO sc O 1111 NE 1-1 —ss— } ; Q. FT +/- (0.87 ACRES) 6. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD MEASUREMENTS WITH A CALIBRATED ELECTRONIC 5-1ECOND TOTAL STARON AND/OR SURVEY GRADE GPS OBBERVATONG. ALL ANGULAR AND NEAR RELATONSHIPS ARE ACCURATE AND M T STANDARDS SET BY WAG 332-130-090. 1. THEO PROPERTY DESCRIBED HEREON IS THE SAME AS THE PR PER DESCRIBED w DL1D REPUBuc NATDNAL G2TLE V noN s s�LW ARE T TFF�x x❑ 2 xoxsxxalD C, CAP M17 sd"o 1E xONE -TRY c,N cns VA 0, Ts xo.E 'All I'.:_-:f cx L wxrnc s�z1 T s �1T TAPE p(As rvoTEo) } ANcxOR — i— c LT I—C 1) L —W— i 210TH S_T SW CAGE ��,�, B TnDK (x aBKI'ST E ) W D.9 888 5 R1 6- A�W2`T IIrT7Il, 1 s m a W H r N"11 2 F � � _ INS ECHIVE DATEOFN'OVEMBER 10, 20215AND THAT ALL A" ® HET Erns z) -' s �'Il' (® I CO 0 EASEMENTS, COVENAN iS AND RESTRICTIONS REFERENCED IN SAID TLE COMMITMENT OR APPARENT FROM A PHYSICAL INSPECTBEENION OFCTHE PERTTo ROTHERWSEENOTED —A pQ ® ox (RdlDdnu) pXT//JpTa IPO.'pFc11 CAPPOszo O dT w CA. (TDUND) YL/2CLld4AUD - - - - - (L BE Z DARE TTHETPROPERTTY. re AS O THEIR EFFECT ON P9T❑ ABBREVIATIONS I BD' a 8. THE PROPERTY IS LOG ME WITHIN AN AREA HAVING A 20NE P I.-D P-RHEAD) cawD � Q � i ROW Q DESIGNATION "%", PER THE FEDERAL EMERGENCY MANAGEMENT AGENCY 3(FE . ON FLOOD INSURANCE RATE MST-VE DATE OF AT 19,O2020 FOR COMMUNITY FNO. 5301163, INA. ESNOHOMISH COUNTY, STATE OF NCE p *.F POLE w/ ucxT colucRE aNIND wA PROPERTY THI (SUBJECT) MEA1 ME-11Y H WASHFNOGRTON, WHICH IS THE CURRENT FLOOD INSURANCE RATE MA HE COMMUNITY IN WHICH THE PROPERTY IS SITUATED. = G s w S s. A zoNNc REPORT HASNOTBEEN PRovTD6D ev THE CLIENT PER HE 2021 ALTA, STANDARDS,m 10. UTILITY INFORMATION: ALL FIELD OBSERVED UTIUTIES ARENONE SIGNIFICANT OBSERVATION "rya I I g m A �a:+ tFF 3^ HEREON IN ADDITION TO ANY UTILITY PLANS AND,/OR MAPS s PROADED Br THE cuENT As wcu AB ANr PRIVA UTILITY LOCATE MARKINGS PER THE 2021 ALTA STANDARDS. EXCAVATION MAY BE NECESSARY TO ACCURATELY, COMPLETELY ND RELIABLY DEPICT THE EXACT LOCATION OF UNDERGROUND VICINITY MAP BD. - - w A w FEATURES. 11. NO STRIPED PARKING SPACES WERE IDENTIFIED ON THE PROPERTY AT THE THE OF THE SURVEY. 12 WORKE BUILDING OBSSTRU TVOIN OREBUILDINDEAUNIINS AOTHF PROPERTY AT THE TIME OF THE SURVEY 13. A SCRIVENER'S ERROR WAS IDENTIFIED IN BLOCK 4 OF THEPLAT p O ROW �M`� C� 19 i" I F 11J z TO BETCORRECT BUT ALL"OF THE LINELENGTHS 0 ) � EARIN6�� BP 0 B y h RI BETWEEN THEM APPEAR TO BE INCORRECT. OTHER SURVEYS IN THE BLOCK, INCLUDING P. HAVE ALSO IDENTIFIED THIS ISSUE AND HAVE CALCULATED THE LOTS SIMILARLY TO THI5 SURVEY BRASS PIN. WIWI I.O E 6A5 N212TH ST SW DONN I I'll10 N. SCR OO N TYN 2D REFDRUSOHOMISH ,WASH N" ON SITE w CONTROL MAP N.T.S. G v - VERTICAL DATUM NA,D nH FLR CISER'.—OH= _FL s3� To S RAY SCHNELL AND MARK DONALD SCHNELL, GLACIER ENTL INC. AND OLD REPUBLIC NATONAL PRE5777 NUMBER INSU11 RANCE COMPANY: IS IS TO CERTIFY THAT WHICH CH IT IS BASED WERE MADE IN MINIMUM STANDARD DETAILM REEQUIR ENTS FOR EALWTA/NSP TITLE SURVEYS, JOINTLYESTABLISHED AND ADOPTED BY ALTA AND NSPS. AND INCLUDES ITEMS 1, 2, 3, 4, 5, 6(O1. J(.), 7(b)(1), J(c), 8. 9, 11, 13, AND 16, OF TABLE A, THEREOF. E FIELD WORK WAS COMPIEnIEI ON JANUARY 19, 2022. INDEXING INFORMATION GO -OH: GO ug CRW COIIN SNOWOEN PALMER GERTFTCATE NO, 57176 DATE ALTA/NSPS LAND TITLE SURVEY LE F . ..... L NEE 1A1 SIR C N -" F NISAR IN -E'-E 0 II.Al AN N- ('-C, 0 IN ..P.Nl N- NETAN. A OF C= ILI ILL, N L N L"' I� A,- ELFAN- Ell. LINE P-N LI 0 rtxcE SI IMAR A PR" 1191 LINE OFOa IR.A E I FL1,I , E EF, =.N Ira.. .. . L" CAN LNI TEL-I LAND NOLE 11-1 I�EPI SENT N, I- -STEEP�E l'. 'ALF IL ATCHLI11I -,0, A% I . N . .1 I-Sil POONTRY PROP ID, ILI INI I _ IF LDNE 1 13.1111 IENCI IF IN., C. I .Ell 11 11 N 0 11.1 LINE NE TF _.N ALT FACE 'E�� TECE (AS -II) 12)) A- IFEN. IRNPI'. Z, ..'ra 1.1- ` .. -IR 1AIll F-111 'INI, IN, . C-1 A, I 'ENDS . I A _ ,I., L N PROP LINE R� IN &- IACEMT RER _ CD_1CIC. ABBREVIATIONS ELIN 21 1 -P ER'41 OL IN I w CA-L" '.ALC.L.A.­- Ilo PM PZ 21 E� l,.P 2\11 III A LICHT CP`1 �-N-w-= 'ETARN' -L .EA1 -NET IRCIElly LI�l CL- HFICHI L- 064'E, IN .E 1, 'D L" 2 'Ell LIN 2 1 2 RD 1.11 ll I., LIN, JLP I Q4 Ill IN "C' -SNE 1 12 411 1 1 PE LINE 11 EIC \OLIF HI 16 EV3 ATGH LINE z Rl'E I i� OR LIN Q. > m 4 2 111 I z 1 C. HLI PF I NCE FOR F, Z_ 2, 0 ,5p zl, A IEC ON LINE 1 2. t. oz!,p PAT, R` DISK' �D` PROP LINE l.l. ECCE OF IN, I'll NO S. LLJ FENCE INTA R�,�,E 11'.El "NE 1111L DOE )IS I'! I OF C I! I OF PROP LINE lo 4� N'TAI"' E 4, ECTRICAL L, 1 VC " ASEMI C�Nli " , I A�11'4_ NT ix PER All z RED/ A, P SET61 s- D lEAAY ND 2", a 61217OUl AI�FRTCNIAR CCA(-)IIR ON LINE LET PENLE END PROI FOR 1,4N OF - .1.;.1 PAR .1 1 2-E OF R. CIR EDO 01 LNE PI P -P--, -(-E S) rEiAT E4� uj AP ROI ... PRC' E- t-VVV ESI R-IS TO -�1154.7' PLAN _�AT SO Acm, IINC IE(E) E(E) j�:D `-T2T T S�t q I EC ED It 7 N -IS 7 -IT S.- CE, R-1-3I IE( -C ` =.'2.�� DE) 1=-= E(S) 12' NO �;N . 2'C.C_.. I': RIM- LANE IT -IN, IT111- �)) "" I E) I -_17 1 ECON E (s) SLIS I W ---E- 1 12 CCN- A-1E1/1S71 IE(N/ E--l- A .2 11 (1 iE(E),,'c NC IS RIM Q E(� IE(I/E) III NO 1% ECCNC- 4- RNCON- 1C`CC- INDEXING INFORMATION -'IT] SECTION 2C Fq r, I 1 17 A- E(E/IW) S"1- IF .1- E. [aj] TCRANIHII: C.L- P OUTDOOR SATORAGE AREA PERVIOUS ; HREA6 SHOWN • ' - 1ULTI FA ZONING. RIr424 1.-.'.'�'.(.-- 5 A' / V/PROPOSED rm \II R USE BUILDING �1N1io Mal •11 :III• `_-../ - PROPOSED R 2ST0RV0FFICESUILDING N. (BLDG P RM'T. -PHASEl- NNW ZONIN HOOD SITE PLAN BACKGROUND 7 auSNEss UPDATED PER CIVIL ENGINEERING REVISIONS. j I I I I KEY NOTES 01 NEW ASPHALT PAVEMENT PER CIVIL DWGS. ALL INDICATED PARKING STRIPING 19 NEW, LO.N. ALL STRIPING TO BE 1-COATS 4" WHITE PAINTED LANES A6 INDICATED AND PER MIN. RED. PROVIDE WHEEL STOPS IN LOCATIONS ON SITE PLAN AND DIRECTIONAL ARROWS AS RED. BY OWNER. SEE DTLS 0 NEW VAN -HANDICAPPED STALL STRIPING, HC. SIGNAGt, WHEEL STOP AND RAMP ACCESS TO SIDEWALK. MARKINGS TO BE TORCH -DOWN THERMOPLASTIC. REFER TO CIVIL DINGS AND DETAIL S 0 EXPAND EXISTING SIDEWALK IN ROW AND PROVIDE NEW STREET TREES PER CIVIL DWGB. 0 NEW FRONTAGE LANDSCAPING, 9' SO STAMPED CONCRETE PEDESTRIAN AREA AND AROUND OFFICE BUILDING PERIMETER, AND 5'-0" WIDE ACCESSIBLE PATH TO SIDEWALK PER CIVIL A LANDSCAPE DWGB, AND DETAILS QS NEW/REFURBISHED LANDSCAPE AREAS WITH CURB (SHOWN POCHE-HATCHED]. REFER TO CIVIL DWGS, LANDSCAPE DWGS AND DETAILS Qe PROVIDE NEW LANDSCAPE SCREENING ALONG SETBACK BETWEEN EAST PROPERTY AND PROPOSED OUTDOOR STORAGE AREA PER LANDSCAPE DWGS, 0 NEW SITE DRAINAGE CONTAINMENT DESIGN PER CIVIL OWES. 0 120' X TO' HAMMERHEAD FIRE TRUCK TURN -AROUND OUTLINE PER CIVIL DWGS. Q9 APPROX, 58' OPENING WITH 1V SWING AND 20' GLIDING GATE, PROVIDE KNOX BOX PER FIRE DEPARTMENT REG. tQo 6' PERIMETER FENCE AROUND NORTH HALF OF PROPERTY. REFER TO DETAIL 0 FLUSH CONCRETE APRON ALONG WAREHOUSE BLDG FRONTAGE. REFER TO CIVIL DWG6. 0 20 HIGH LIGHT POLE: SPEC: PK809 POLE KIT w/9 80-WATT LED ARIA LIGHTS, S[[ EXTERIOR [L[VB AND CIVIL DWGS. 0 NEW 13'-4" X KY-8- TRASH ENCLOSURE. SEE ELEVATIONS AND DETAILS 0 NEW MIN. 2-BIKE RACK INSTALLED PER MFR. RED. 0 NEW BENCH AND TRASH RECEPTACLE AMENITIES. SEE ELEVS FOR SPECIFICATIONS. NEW ONSITE FIRE HYDRANT PER CIVIL DWGS. 0 NEW EV CHARGING STATIONS PER CIVIL DWGS. ARCHITECTURAL SITE PLAN DVEaALLGaEAa .9,62 SCALE: 1"=20'-(" /sF(me/A EG) NOT SITE PLAN TO BE APPROVED UNDER OFFICE BUILDING PERMIT APPLICATION. THIS SITE PLAN IS FOR o to zo ao eo Bo REFERENCE ONLY FOR WAREHOUSE BUILDING PERMIT FIRE DEPARTMENT NOTES PLAN NOTES SITE & BUILDING DATA FIRE LANE STANDARDS 8. HAVE PERIMETER STRIPING/CURBING TO DELINEATE TH[ ACCESSIBLE ROUTES OF TRAVEL ON THE SITE NOT TO EXCEED 59 AINIMUM LEGAL DES X RGPTION PROPOSED OUTDOOR STORAGE. BE A MINIMUM UNOBSTRUCTED WIDTH OF 20 FEET AND MINIMUM UNOBSTRUCTED VERTICAL CLEARANCE OF 19 FEET, 6 INCHES. BOUNDARIES OF THE FIRE LANE, STRIPING TO BE A MOF 4 INCHES WIDE AND STRIPINGICUR51NO TO BE YELLOW IN COLOR, SLOPE IN THE DIRECTION OF TRAVEL AND 2% GROSS SLOPE SV 4 IILK W4 0 00 TR 6 OUTDOOR STORAGE PAD AREA: j2145 S.F. FIRE LANES SHALL BE A MINIMUM OF 26 FEET WIDE IN THE B. EXTERIOR BUILDING AND SITE SIONAGE TO BE APPLIED FOR AND EXISTING SITE DATA: PROPOSED OVERALL SITE & BLDG AREAS: RIVE,VICINITY OF ANY BUILDING OVER 50 FEET IN HEIGHT ABOVE GRADE. SUCH FIRE LANES SHALL BE LOCATED A MINIMUM OF15 FEET AND A MAXIMUM OP 25 FEET FROM THE BUILDING. 8. WHEN REGUIRED BY THE FIRE MARSHAL, SIGNS SHALL BE USED IN ADDITION TO OR IN LIEU OF STRIPING. SIGNS, WHEN APPROVED, SHALL MEET THE FOLLOWING REDUIREMENTS: PERMITTED SEPARATELY. GC TO COORDINATE ALL SITE AND SIONAGE NEEDS WITH THE OWNER. ARLEL NUMBER UtIS01L7I0N: ADORES.: 005 6900400600 CITT60F [OMONDS ]509 212TH S SW, tOMONDs OR GBL00.1S.F. MA%�HEI HT IBC B DLL. CLASS]: 00 FEET D NG THQIGHT ]PER ECAL 1fi.45020b 2 25 FEET 2. PROV FIRE DEPARTMENT ACCESS WITHIN FEET OF ANY c) SIZE: 18" HIGH X 12^ WIDE IMIN. b) MOUNTING: BOTTOM OF SIGN 48" TO 60" ABOVE GRADE, C, APPROVED NUMBERS OR ADDRESSES SHALL BE PROVIDED FOR ALL BUILDINGS IN SUCH A POSITION AB TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. N'ZXINSITINGDEUSSISIUSECODE: - AWE SW 20 1 04 SINGLE Y4R251ENLES NOS LLOLOT COVERAGE OT RA ELOT RAGE (PER ECDC M.45.020: 11 FOOTPRINT AREAS / SITE AREA: 6,500/5T,82T PORTION OP AN UN -SPRINKLED BUILDING. IN BUILDINGS THAT UIL IN DI PROVIDED WITH AN AUTOMATIC SPRINKLER, ACCESS MAY BE INCREASED, AT THE DISCRETION OF THE FIRE MARSHAL. c STYLE: INDUSTRY STANDARD (VULCAN %'l-6-Bi RAINBOW 01-51'!, EMED TO 18816 OR APPROVED EQUIVALENT). e) COLOR: RED LETTERING ON WHITE BACKGROUND MIN . HT WI 1/2o MIN , STROKE WIDTH 8 ON CONTRASTING BACKGROUND.IGNATION: TEMPORARY ADDRESSING REQUIRED DURING CONSTRUCTION SHALL BE VISIBLE FROM THE STREET. EASINN: H . NEIG HBORFAMIHOOOENTIR DS •9T B2T SF (:09) ALRE51 MAX ALLOWED ROOK AREARRATIO ]PER ECDC 16.45.020). FAR PROPOSEDFFLOMAR[Ag RATIO IFARI 035 FAR / SITE AREA: 8,600137,827 5, PROVIDE FIRE DEPARTMENT ACCESS TO ALL ON -SITE FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTIONS FDC FOR al SPACING. 50' BETWEEN SIGNS OR A9 REQUIRED BY FIRE MARSHAL. WATER DISTRICT SEWER DISTRICT CITY OF EOMONDS CITY OF EgA0NGA BUILDING SETBACKS PER ECDC 16.45.0201 MINMIN FRONT YARD: 20 FEET E /REEARR YARLDOT SPRINKLER AND STANDPIPE. A HYDRANT MUST BE LOCATED TO WITHIN 2V OF A FIRE DEPARTMENT CONNECTION IIF APPLICABLEI 10, FIRE LANES SHALL BE ESTABLISHED BY THESE REDUIREMENTS TO PROVIDE ACCESS TO BUILDINGS DURING CONSTRUCTION, AVG HT (E) GRADE CALCS PROPOSED OFFICE BDILDING DATA ION TYPE/CLA CONSTRUCTIONFIRE AREA ]PER ECFC TYFE V-B, NDN-SPRINKLERS 18260951: LINES ADJACENT T ONED FROPMTTNE+ IA.I�olrRIIO.IIVARII�A: NONE LISTED IN 'AC HAVE ADEQUATE TURNING RADIUS TO ALLOW MANEUVERING OF 4 FIRE APPARATUS: INSIDE RADIUS 25 FEETI OUTSIDE RADIUS 45 ALTERATION OR DEMOLITION. OFFICE BUILDING WAREHOUSE OVERALL BUILDING AREA: FIRST FLOOR BLDG AREA ]FOOTPRINT]: 5 L-4 El PROPOSED LANDSCAPINO/PRVIOUS AREA. PER CIVIL FLANS FEET, FIRE DEPARTMENT NOTES 1. BUILDING ADDRESSING 12° NUMBERING ON CONTRASTING SECOND FLOOR AREA: xILIOO F PROPOSED PARKING: BE CIRCULATING OR HAVE AN APPROVED TURN -AROUND IF OVER FEET LONG. HAVE GRADES OF NO MORE THAN 12%. BACKGROUND. SUITE IDENTIFICATION IS 6" NUMBERS ABOVE DOOREXISTING IN A CONTRASTING COLOR. UNLESS OTHERWISE APPROVED BY THE ORBtB MAX BUILDING HEIGHT ]PER [CDC 16.45.020: OCCUPANCY GROUPS: 25 FEET B. BUSRSS. STALLS ON SITE: UNKNOWN REpGCUSTOME 1T SOTALLS DREG 150 FIRE OFFICIAL, Dee PROPOSED WAREHOUSE BUILDING DATA: IV400 S.FROF . 4,600/400]: PARKING RED It PER SAY•1 OFFICE 5 STALLS BE PAVED WITH ASPHALT OR APPROVED EQUIVALENT AND BE 6 APPARATUS. CAPABLE OF SUPPORTING THE IMPOSED LOAD. OF FIRE T BE MARKED WITON WORD. "FIRE LANE - NO PARKING^ WORDS TO 2. ALL BUILDINGS OVER 8,000 SQUARE FEET ARE R[OU[R[0 A MONITORED FIRE ALARM INSTALLED TO 2018 NPPA )2 STANDARDS, KNOX BOX KEY ENTRY IS REQUIRED TO COMMON AREAS AND ACCESS TO FIRE ALARM PANtQ6 O FE: of (ry: a2t — Pao FE: of (a): 4 PROPOSED CONSTRUCTION TT EICLA85: MAX. NON-SPRINKLERED FIRE AREA ]PER ECFC OVERALL BUILDING AREA. MAX BUILDING HEIGHT PER ECDC 16.45.0201: PROP OS[D OCCUPANCY GROUPS: TYPE V-S, NON-SPRINKLERED 1B.25.w51: 0 SP. a415 RET .-1. WAR[HOUS B: BUSPSSe 2 CUSTOMER PARKING BREAKDOWN STANDARD VEHICLE STALLS (BS'r165' MIN„ 14' AISLE 14 STALLS STANDARD STALL EV READY • 4 STALLS COMPACT VEHICLE STALLS 18r16.5', 24 AISLEI: 0 STALLS VAN HANDICAP STALL I6 rIB', 24' AISLEI, [V READY: EV CHARGING STALL 8.5r16.5' 24 .LEI: BE PAINTED ON THE PAVEMENT INSIDE THE LANE. LETTERS TO'REFER BE A MINIMUM OF 12" HIGH, 2" STROKE, YELLOW IN COLOR, AND TO ENTIERIOR ELIEVATIONS OCCIIPANCV pREAKDOWNS- PL CUSTOMER PARKING PROVIDEDAI ALTERNATELY SPACED EVERY 50 FEET. B: OFFICE BL B: OFFICE IN WAREHOUSE BLDG. / 150 = 51 OCC. 1500 • fi OCC. PROPOSED BICYCLE PARKING FftOViDEC oRAGE w WAREHDUGE SLOG. TOTAL OCCUPANTS 1500 • n aCC. PRE -APPLICATION REVIEW NUMBER: PRE2021-0013 4e oCC. RESERVED TYP. HANDICAP STALL SIGN PER PARKING IDENTIFICATION OF ACCESSIBLE PARKING SPACES NOTE: WHERE ACCESSIBLE PARKING SPACES ARE REQUIRED TO BE IDENTIFIED BY 51GNS, THE SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF W 1 PAINTCD DETAIL e ACCESSIBILITY COMPLYING WITH SECTION IGG/ANS4' 7056.31. SIGNA117.IDENTIFYING IDENTIFYING VAN PARKING STRIPES� 1-COATS OF HIGHWAY WHITE WHEELSTOP PER DETAIL te. ® PARKING SPACES SHALL CONTAIN THE PA KING SPACES DESIGNATION VAN ACCESSIBLE.' 5UCH SIGNS SHALL BE 60 INCHES L1:50 _ PROVIDE RAMP ACCESS o•,w°•ai°® FROM HATCHED AREA TO RAISED SIDEWALK, TAMP NOT ALLOWED ' MINIMUM ABOVE THE FLOOR OF THE PARKING SPACE, MEASURED TO THE BOTTOM OF THE SIGN. SLOPE MAX. IN ANY PROTRUDE IN DIRECTION yy _ HATCHED AREA IP OLGUR51 ON AT EACH T LOCATION ACCESSIBLE STALL TYP. HANDICAP SYMBOL PER _ 1^ DIA. GA- STEEL n DtTA1Le = PIPE - PRIME 8 PAINT BLACK FINISH GRADE STALL WIDTH W/ DRAINAGE SLOTS. LOCATE T-V' FROM fi" MIN. FRONT OF STALL TO CENTERLINE OF WHEEL STOP, TO S. MPX. U.O.N. ON SITE PLAN. BLUE FIELD IOUND. 1'6 °II _ aIra' WHITE STRIPE -_ e eJu - ASPHALT PAVING Y RED. c V��LJ < �I I I t4 REBAR / MIN. 11" DEEP EMBED, TYF 1, LOCATE REBAR MINI 8�-6" 18'-0° MINI I `�Id' DIA, x 24' DEEP ,1c ILL MIN. 8° FROM EACH END, OR nLJ I` CONCRETE FOOTING 10^ PER MFR. PRE -DRILLED HOLE IT'-0"Itfi'-0° MIN.( AT VAN HANDICAP STALL I LOCATION. n TYP. HANDICAP PARKING STALL i1 HANDICAPPED PARKING SIGNAGE 3 HANDICAP PARKING SYMBOL 4 WHEEL STOP SCALE: 1/4"=1'-0" aSPGa To sITe PLnry Poa s2GBoa15rvTAnory SCALE:112"=1'-tl' 1++5Al2 SCALE. 1"=1-0" 211az•12 SCALE: 3"=1'-0" 2116A+2 5" RADIUS CORNERS, TYP. 6u RADIUS CORNERS, TYP. 8° 6° 1/1" THICK SEALANT RECONFIGURED CONCRETE WALK PLANTER PER SITE PER SITE PLAN 4,i PLAN 6 FLOOR PLAN d 4 THICK CONCRETE ASPHALT PAVING ASPHALT PAVING SLAB U.O.N, LIGHT FIXTURE PER _ __ :4 '.---- ---�----- - --�-- ---- - - -- OWNER SPEC. REFER TO • . b . tXTERIOR ELEVATIONS. _ '• . " .4A ' ^ WIRE/MESH WELDED IIIIIII�I—ICI 1. — — 4 . — 1 11=III=11 k O O O 04 SMOOTH DOWEL fig, IIII III III ��� +e_ ..q.!I IT MATETHICK RIAL EXPANSION b s _=1 —ll re b e —I ICI —I -I �7mf _ _ -III-III- -yyy III BE COURSE o III ll=III---- —III— III —III— III —III——•— III III— EXPANSION( JOINT n I— —=_ _ TREATED SOIL — —_ w u GUI -SASE _III- III IIII - III - -III-�II IIII` PER PLANS OTOOLED CJOINT III III II __I! �II�II—IISAW CUT JI—III—III—III IIII—I _ SUB -BASE OPTIONAL 44 BARS LONT. TOP AN BARS CONY. TOP AND BOTTOM AND BOTTOM NOTES' 4" THICK CONCRETE 1. PROVIDE EXPANSION JOINTS AT 15' O.L. AND AT THE . PROVIDE EXPANSION JOINTS AT 15' O.L. AND AT THE WALK OR RAMP START AND FINISH OF ALL CURVED SECTIONS START AND FINISH OF ALL CURVED SECTIONS 1. PAINT CURBS WHERE NOTED ON SITE PLAN 1, PAINT CURBS WHERE NOTED ON SITE PLAN ). VERIFY LURE DEPTHS AND SUB -GRADE PREPARATION B. VERIFY CURB DEPTHS AND SUB -GRADE PREPARATION PRIOR TO COMMENCING WORK. PRIOR TO COMMENCING WORK, CONTROLJOINT n TYP. CAST -IN -PLACE CONC. CURB n TYP. CAST -IN -PLACE CONC. CURB TYP. EXPANSION / CONTROL JNTS SCALE: 1 12' = 1'-tl' 21-16AI1 SCALE: 1 12" = 1'-0" 2+-16A+2 SCALE: T' = 1'-0" 21-1.12 HANDHOLE COVER NOTES: CONC. WASH 1. INTERMEDIATE POSTS NOT REQ. 6 36° HIGH GUARDRAIL ALLOWED AT 1 5/8" DIAMETER LOVER, BASE PLATtS LOCATIONS WITH LESS THAN !d' RISE ABOVE ADJACENT SURFACES. TOP RAIL AND 56" ANCHOR BOLTS (SMOOTH DOMEI 1. 4'-0" CLEAR REO. BETWEEN HANDRAILS AT EXTERIOR RAMPS A STAIRS. fi^ D[q. STD. WEIGHT •'�'� 9. GC TO PROVIDE BLIP -RESISTANT BROOM FINISH ON TOP SURFACE OF 8 GAUGE BLACK N CHAMFER BASE STEEL PIPE, GC TO RAMP, LANDINGS AND STAIR TREADS. g VINYL COATED 4.EWE PROTECTION REQ. CONY. ALONG ALL RAMP 8 LANDING GUARDRAILS PROVIDE PROTECTIVE CHAIN LINK PENCE PLASTIC SLEEVE OVER B, DETECTABLE WARNINGS NOT RED. IN PRIVATE PARKING LOTS. WITH BLACK VINYL BOLLARD, COLOR PER BLATB FOR 2^ DIAMETER NE POST 0\WNER. B'-0° MA% SPACING ° MIN.° SCREENING PER GALVANQED CITY STANDARDS, AT 1D-O° y IF REQUIRED. MAXIMUM MOUND LONG V SPACING GRADE ❑ BRACE WIRE ASPHALT PAVING CONCRETE 111 CONDUITS: _ I HIGH VOLTAGE r :. !H::r •• Y•' ° I LOW VOLTAGE _ � = a f>v' 9->vw' t•r z •II. :.I':: 1" DIAMETER LINE POST r'{ • nYIII }SAT KI OR AS NOTED ON ° REINFORCING RODS H PLANS e' - VERTICAL 41 HORIZ. III -III %•' 'v o .4A1- LINE POST St IN CONCRETE ' IN RINGS AT •11° O.C. iB" DIA. x 9'-d' DEEP CONC. �J FOOTING 9000 P61 28 DAY LUJ - PIER WITH !4 BARS WERT- MA%. RAMP SLOPE •11" MIN RED HANDRAIL COMPRESSIVE STRENGTH AND fi! TIES AT B" O.C. _ :�• 1:12. SEE CIVIL PLANS E%TENSION BEYOND RAMP 011" CONCRETE BASE -- EDGE AT TOP AND I4 x 1V LONG BAR 1 1/1° O.D. SCHtO. 40 STL. 50TTOM OF RAMP PER ILG SIDE VIEW WELDED TO PIPE 15 REp'D HANDRAIL, EACH SIDE, M17.1-1000 FIG. 505.103 8 FRONT VIEW 14°' _ IBC FIGURE 1014,2 POWDER -COATED BLACK. 9 SITE LIGHTING STANDARD BASE 10 TYPICAL BOLLARD DETAIL TYP. EXTERIOR HANDRAIL DETAIL 12 CHAIN LINK FENCE DETAIL SCALE: 3/4" = 1'-tl' zv15A+z SCALE: 3/4" = 1'-0" z1-15A+z NOT TO SCALE z+-+eA+z SCALE: 1/2' = 1'-tl' zv15Al2 DROP FORK LATCH, PROVIDE COMMERCIAL GRADE BARN STOP AND LOCKING HARDWARE PER GATE MFR STANDARDS COMMERCIAL GRADE 8 GAUGE BLACK VINYL COATED CHAIN 4" DIA. MIN. STEEL LINK FENCE w/ 2 INCH GATE POST, TYP. 2, DIAMETER TUBULAR STEEL FI LLED WITH CONCRETE, FRAME A BLACK VINYL SHOP PRIMED AND INFILL 51-ATS UNLESS FIELD PAINTED TO OTHERWISE RED. BY OWNER - MATCH CMU 6^ STEEL GATE OPENING 12'-0^ CLEAR SOL ARD, P, m "WWI 1" ....................... ■� r 1 1 1 CMU WALL REINFORCING SCHEDULE WALL VERTICAL HORIZONTAL END&CORNER TYPE THICKNESS REINFORCING REINFORCING VERTICAL REINFORCING CMU-1 a-8° t5 AT CENTERED'. CENTERED 121 t4 AT B2" O.C, MAXI 12) 45 CMU WALL NOTES: 1. ALL WALLS TO BE SOLID GROUTED. 2. GC TO VERIFY ELEVATIONS CALLED OUT WITH CIVIL PLANS B. TENSION DEVELOPMENT AND SPLICING SHALL BE USED UNLESS COMPRESSION 11 SPECIFICALLY NOTED ON PLANS, REINFORCINO MAY BE CONSIDERED SPLICED WHEN PLACED IN ADJACENT 4 GROUTED CELLS. ANY TIME REINFORCING IS NOT IN CONTACT EVEN IF IN THE SAME CELL, SPLICE LENGTH SHALL BE INCREASED BY SOX 5. MAX. GROUT LEFT IS WHO" 6. ALL REBAR IS GRADE 60. I I'I I lul 1 1 I I I 1_I / 114 \ I LII I I LINE of'-rL L am-J L +1 j CMUWALL REINFORCING L 2115AUBELOW LINE OF FDN BELOW L ENCASE PIPE WITH CONCRETE AFTER PIPE PIPE SLEEVE SET IN I6 SET. F'C128 DAYS CONCRETE TO RECEIVE 2^ THICK SOLID LDNL. •3000 PSI ITYP BARN GATE STOP 4" MASONRY CAP SEE DETAIL 2, THIS LONG, EXTEND 1/4" I� SHEET FOR REQUIRED PIPE CLAMPS SCREWED ABOVE CONCRETE CMU WALL COLOR WALL REINFORCING. TO GATE WITH WASHER TO MATCH BUILDING FRONT ELEVATION SPACERS TO FACILITATE 1/2° PRE -MOLDED SLIDING PER GATE MFR " EXPANSION JOINT FILLEI t4 x AT 24" OC. STANDARDS r ft1Z� = WITH SEALANT AT TOP 13'-4" PROVIDE t5 IN HO �errrrr 0 1♦ 1. 1♦ 11 on of � . • /�f /. r■I°I iil4 '1 PLAN VIEW TRASH ENCLOSURE PLAN & ELEV `� SCALE: 3/S" z,-16A1s FINISH GRADE COMPETENT NATIVE X ~ W SUBGRADE PREP OR COMPACTED 1'-0. COOL FTG w/ PIR GIOTICH STRUCTURAL FILL 91 i4 CONT. BOTT 6 t4 AT 10.. O.C, 6 TRASH ENCLOSURE SECTION SCALE: 3/4" = 1'-0" 21-ISA13 I______� GATE FENCE HINGE V' DIA, STEEL PLAN VIEW GATE POST (�4 3/G" T. STEEL PLATE COPE A WELD AROUND POLE RADIUS FRONT 5/B° DIA. STEEL PIN TO PLATE I WELD CAP NUT TO PIN i 3/B" T. STEEL PLAT[ WILD TO PLATE B POST 1/4" T. X 2 1/2" STEEL, PLATE ANGLE OR BENT WITH HOLE FOR STEEL PIN V2u STEEL GATE POST y' 2-DIV D.A. STEEL THRU-BOLTS WITH NUTS 6 WASHERS GATE FRAMING n` GATE HINGE NOT TO SCALE zvlsAls V-6u 2t6„ PAINT 121 COATS TRAFFIC wH[TE PROVIDE WHITE PAINTED DIRECTIONAL ARROW AT ALL LOCATIONS INDICATED ON SIT[ PLAN. LOCATE OPPOSITE FACING ARROW APPROX. 10'-0" AWAY, CENTER IN DRIVE AISLE IWHERE TYP ONSITELDIRECTIONALARR0W 3 SCALE:1/P'=1'-0" 2„eA,3 6X6 WIRE MESH LOCATE PIPE REINFORCING BETWEEN CONTROL/ EXPAN8ION JOINTS, ' TdP OF CURB TO \\b GUTTER LINE OR IG OUT SIDEWALK DEPTH PER SITE PLAN S. WIRE MESH ': x REINPORCING 5] LBS PER 100 S.F. _ NOT[: SIAL ALL PIP[ JOINTS WITH PIPE PER JOINT COMPOUND. CIVIL I 10 I &DAYLIGHT PIPE REINFORCING SCALE: a WALL LEGEND NDx_WAODD STUDS T 16' OC ]a -a' 2%8 WOOD BTUDB AT 10" OC, WITCOMMERLIAL 11'-0° 19'-0° B'-8., 2'-O" 1 TYVEK BLDGNWRAP WRB M DENBGLASS GOLD OR 4'-8' fi° 4b" 6�'fin 4'-N' ---=— I—PLANRGED 4'-B" 2'-1° EXTERIOR PLYWOOD SHEATHING PER STRUCTURAL 8- 0 WILUN PROVIDE RUC GWSURE Al' INTERIOR TO B.O. INSULATION TIROOF STRUCTURE ABOVE AND R-21 SATT RER INSULATION IN WALL CAVITY w/ VAPOR BARRIER ILAN O ON WARM BIDE N WALL. REFER IS EXTERIOR _ ELEVATIONS FOR EXTENT OF FINISHES. � _ _ _ //�� _ NON -RATED INTERIOR SHEAR WALL _ — — 2X8 WOOD STUDS AT 18" D 5 G' PLYWOOD PRE-FAB EXTERIOR i SHEATHING, ONE SIDE AND SIB" GWB EACH SIDE METAL STAIR. I w _ I .n TO B0, ROOF STRUCTURE ABOVE. REFER TO SEE DETAIL I n �d r-444rGcc \ I Q — STRUCTURAL DWGs. ENI 1mA I L.L RXR T zoo O 5 - I / I of WOOD o.xrFRIORT ARnnax wALLs O e STUDS AT 24' O.L. w/ 5/e" GWB EACH MECH/ \(� STYES AT PLUMBING FI%NREELOCATI. USE 2%fi ELEOTA \ I m I II v \ NO D. EMPLovEE I lK oN I —f— GHTP T non -RATED cealry orvs as M I a \ I�-3 / 3-1/2" M.S., 20 GA IMIN. J S125-90, UO,N.I AT 16° siOE OEn ea O —N� }_'�� _ _ OC, WITH LONT. STEEL T AND BOTTOM TRACKS. �L ATTACH TO FLOOR WITH POWDER ACTUATED r pR00�.1 I SPECIFICATIONS. AT 92" O.C. AND PER MPR, - - -- - - - +N - - SPECIFICA ONS I '� — _ o Da" L'0T_ __—N _�U RNeFPER TO DOOR SCHEDULE AND wGRA S: secnous —-- LT SEE FLOOR rLS YEOO , new exieRlDR arvo NTeR10R wmppws: /� „ 8 REFER TO WINDOW SCHEDULE AND WALL SECTIONS. O FE L'J L'J L-J 5'-0" 5'-0o I O SEE DTLs - --- ® a o 0 o +o o 0 1O O O I a FLOOR DRAIN. S!! DETAIL e O ffi APPROX. LOCATION OF FIR[ EXTINGUISHER. _ FE COORDINATE EXACT LOCATION WITH FIRE i MARBHALL, REFER TO DETAILS SHAPED II O O OUI NT KEY NOT ELEVATION$ REP ITSHOWN N O INTRIOR NTEft10RRELEVS O rc EN[ Eq I AND EQUIPMENT SCHEDULE ON SHEET AS2. b 3 110 FLOOR PLAN NOTES REFER TO LEVELS OF INSULATION, THIS SHEET, FOR ENVELOPE - 77 - REQUIREMENTS FOR THIS PROJECT. REFER TO ADDITIONAL ENERGY - - lFFILI[NLY CREDIT CREDITS FOR BH!!TB PROJECT 6 A2>2, FOR O MINIMUM CREDITS FOR THIS PROJECT. __J A. Do NOT SCALE DINGS, WRITTEN DIMENSIONS GOVERN. ALL DIMENSIONS ARE FROM F ST eb'-B 1/1" NUM. 1]'-0' R.0 6 4'- 4'-fi^ 1T-B° R.O. STOREFRONT DIMENSIONS MARKED 'CLEAR" OR ILRP nox E MAINTAINED FACE OF 4 0 L SHALL ALLOW FOR THICK EBB OF OTHERWISE NOTED. ALL Id_8 D. ALIGN OMlANS TO ACCURATILTOF STUD, SLAL°L WALL FINISHES. UO ryD AND ORE'RONT B^ 1]'-0" R.O, TOREPRONT ONT J " NUM, LOCATE FINISHED FACES IN THE SAME PLAN[, L. DIAEI-MARKED " MEAN A TOLERANCE NOT GREATER NOR M ER THAN 2 INCHES FROM INDICATED DIMENSION, U.O.N. VERIFY FIELDEN T DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT. FIRST FLOOR CONSTRUCTION PLAN - OFFICE BLDG D. ALL GWD BOARD PARTITIONS SHALL BE TAPED, SPALKL[D AND `J SCALE : 114"=1'-0" viRsr FLooR AREA IvooTVRixSANDEDREISTI'M WITHNO IINSrLORJ ADJOINNG SURFACES OINTS. PAT H AND REPAIR ,7: xz,sm I.I.sv. FAc TO MarcH REQ. ALL SURFACES SHALL BE ALIGNED. E. ALL CASEWORK TO BE FASTENED TO THE PARTITION WALL. 0 2 4 e t2 to PROVIDE BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4'-d' HT. F. INTERIOR DOORS AT FRAMED WALLS TO BE LOCATED 4^ MIN. CLEAR MINIMUM CLEARANCES LEVELS OF INSULATION FIXTURE CALCS FROM ADJACENT WALL FINISH, U.O.N. G FINISH FLOOR REFERENCE DATUM IOUALB IOLON. MINIMUM CLEARANCES PER ICC/ANSI REQ. GLAZED ENTRY ODOR: U-FACTOR 0.60, DOUBLE GLAZED, NFRC CERTIFIED. IBC PLUMBING FIXTURE REQUIREMENTS: [LOP[ COMPLIANCE PATH: PRESCRIPTIVE PERFORMANCE WITH SEE PRBVTRATE MNN IITIO�s BALKER BOARD MR WATER RESISTANT GWB HIGH COMPONENT PERFORMANCE FENESTRATION -FACTOR AND SHOL. SHGC NOTE BELOW. 91 OCCUPANTS SEE BREAKDOWN ON COVERSHEETI BASED ON R010 IBC SUB U S 1 ET RE PER IS FR REQUIREMENTS. 6d' % fi0 CLEAR TO BE PROVIDED ON PULL SIDE N r0 THE WSEC COMPLIANCE FORMS AND UnOTES, SHEET A).1 CHAPTER 2B, TABLE 2802.1 MINIMUM PLUMBING FIXTURE$: \\ LL LLES LE DO p 40 % 40 CLEAR O BHGQ THE SHGC OF THE FIXED AND OPERABLE VERTICAL GLAZING AND 'OR R ADDITIONAL INSTALLATION, DESIGN AND COMPLIANCE RED. 1. REFER TO TTP, MOUNTING 1111171 DIAGRAMS 1 PUSHASIpE, SIB ORS, AN " FAC ENTRY DOORS SHALL Be NORTH TO FACING POR ALL NON- WC FIXTURES REQUIRED (TOTAL), 2 I ACING SIDES, AND 0.40 FOR NORTH PACING OR UNDER ENTRY CANOPY. WC FIXTURES PROVIDED ITOTALI: p J. RIFF eR TO N,HEDULE SHEET FOR REDUIRED ACCESSIBILITY SIGNAGE \ / Bd' TURNING RADIUS I - PROVIDED E ALL NO FLAT ROOF. Ii fi.R CUNT.-1.7 PER FOAM 1 ORMA [O i DEGREE TURNS AND DEAD -[NOB IN ACCESSIBLE 11/4" PER FT R-5.T PER INCH$ 2- 'N- , A. [%PRIED ISH L. MATERIALS FLAME FACINGS AND VAPOR L. FIXTURES REQUIRED ITDTALL r--1 ID" 4, SLOPED JOISTS) STa00ERED, w/ 1/2" R-2fi 35RAND SHALL HAVE A FLAME SPREAD RATING NOT H E%BEEO p K. ALL INBTALLEO FURNITURE AND CASEWORK TO MAINTAIN AN I I B^ CLEAR WHEELCHAIR AREA R COVERBOARD D A SPOKE DENSITY NOT TO [XC[[D 450, AND SHALL 0[ IN LTV FIXTURES PROVIDED ITOTAW ACCESSIBLE ROUTE OF TRAVEL AND A MINIMUM CLEAR AREA OF REO'D. FO SUBSTANTIAL CONTACT WITH THE WALL OR CEILING SURFACE, L__ J FROACCESSAT ACCESSIBLE LAVS AND SINKS. DRINKING FOUNTAINS REQUIRED. 4 II ADAI 500x1$0IB TO BE AVAILABLE AT THE CUSTOMER SERVICE COUNTER. S EXTERIOR PRAMS WALLS: 4-21 FIBERGLASS BATT, B. PROVIDE 4 MIL WRB VAPOR BARRIER AT INTERIOR FACE OF STUDS DRINKING FOUNTAINS PROVIDED. 4 2 ADAI THE ACCESSIBLE AREA OF COUNTER TO Be A MAXIMUM HEIGHT OF r---, MIL WRB AT INTERIOR FAME A 2'-f0", 58" DEEP % ea WIDE CLEAR AREA � WALL FRAMING TYPE, INTERMEDIATE BATT INSULATION. I I AT'ACCESSIBLE TOILETS, UO,N.. I I SLAB ON GRADE: R-10 FOR 24' WA FIRS 50 REQUIRED FOR EACH GENDER PER 25 OCCUPANTS FOR L. KITCHEN INTERS TO BE I MAXIMUM EIGHT OF HID AF,F. I I REFER TO MIN. DOOR THE FIRST 50 AND 1 PER 50 FOR THE REMAINDER EXCEEDING 50. REFER TO INTERIOR ELEVATION AND EQUIPMENT SCHEDULE. CLEARANCES DETAIL FIXED VERTICAL GLAZING: GL ACTOR 0,>4, DOUBLE TO DOOR AND WINDOW SCHEDULES AND NOTES IN THIS SET ATORT REQUIRED FOR EACH GENDER PER 4O OCCUPANTS FOR THE GLAZED, NFRC CERTIFIED. FIRST BO AND I PER SO FOR THE REMAINDER EXCEEDING SD.OR EADDITIONAL OWNER AND CODE REQUIREMENTS FOR DOORS AND Bee SHGC NOTE BELOW, WINDOWS. OPERABLE VENT. GLAZING. U-FACTOR 0.35, DOUBLE N, AISLIB SHALL B! PROVIDED AND MAINTAINED IN ALL PORTION$ OF GLAZED, NFRC CERTIFIED. THE BUILDING TO REQUIRED !%ITS: >&' MIN. IN WIDTH WHEN SEE SHGC NOTE BELOW. OBSTRUCTIONS ARE PLACED ON ONE BID[, AND 44"IN WIDTH WHEN GLAZED ENTRANCE DOORS: U-FACTOR 0,60, DOUBLE OBSTRUCTIONS ARE ON TWO SIDES. GLAZED, NFRC CERTIFIED. $!! SHGC NOT! BELOW, SWINGING OPAQUE DOOR: U-FACTOR 057 z` SECOND FLOOR CONSTRUCTION PLAN - OFFICE BLDG `J SCALE: 1/4"=1'-0" sLU.N.HLOCHAHLA. zIJDOSF. MINIMUM CLEARANCES LEVELS OF INSULATION FIXTURE CALCS MINIMUM CLEARANCES PER ICC/ANSI REQ. [LOP[ COMPLIANCE PATH: PRESCRIPTIVE PE RMANLE WITH GuzED ENTRY DOOR: U-FACTOR 0.50, DOUBLE GLAZED, NFRL CERTIFIED. IBC PLUMBING FIXTURE REQUIREMENTS: FN HIGH COMPONENT PERFORMANCE FENESTRATION - CTOR AND SHOL. SEE SHOC NOTE BELOW. 31 OCCUPANTS (SEE BREAKDOWN ON COVERSHEET7 BASED ON 20NI IBC SO' % 60 CLEAR TO BE PROVIDED ON PULL SIDE OF ALL ACCESSIB ORS AN ° ° \\ LE DO D 4S X 40 CLEAR O TO THE WSEC DMPLIANCE FORMS AND NOTES, SHEET A].1 RRADDITIONAL INSTALLATION, DESIGN AND COMPLIANCE TEA. SHGC THE SHGC OF THE FIXED AND OPERABLE VERTICAL GLAZING AND CHAPTER 29, TABLE 2.02.1 MINIMUM PLUMBING FIXTURES, I PUSH SIDE / THE ENTRY DOORS SHALL BE EQUAL TO 03S FOR ALL NON -NORTH ACING 81De8, AND 048 FOR NORTH PAGING OR UNDER ENTRY CANOPY. WC FIXTURES REQUIRED ROTALI', 2 4 \ / SO' TURNING RADIUS TO Be PROVIDED AT ALL SO DEGREE TURNS AND DEAD -ENDS IN ACCESSIBLE _7 ROUTE., FLAT ROOF. R-58 S.Y' CO- POLYISO FOAM D/N' PER FT 1R-5.] PER INCH), 2-LAYERS, A [%PO4ED INSUL. MATERIALS INCLUDING FACINGS AND VAPOR BARRRCERS, SHALL HAVE A FLAME SPREAD RATING NOT TO EXCEED WC FIXTURES PROVIDED ITOTAL: LAN FIXTURES REQUIRED ITOTALI: 17 SLOPED JOISTS) STAGGERED, w/ 1/2" R-2.6 CO VERBOARD HALL B[ IN D A SPOKE DENSITY NOT TO EXCEED 4.0, AND SHALL, LAV FIXTURES PROVIDED ITOTALM 4 9d' X 4B" CLEAR WHEELCHAIR AREA REO'D. FOR L--J FRONT access Ar ACCESSIBLE Lays aND sN%s. EXTERIOR PRAM@ WALLS: FIBERGLASS BATTY SUBSTANTIAL CONTACT WITH THE WALL OR CEILING SURPACE, DRINKING FOUrvTAINs REpU1RED 2 II ADA) r---, BS" DEEP % eo" WIDE CLEAR ARIA I I AT'ACCESSIBLE TOILETS, UO,N.. I I 4-21 MIL WRB AT INTERIOR FACE WALL FOAMING TYPE: INTERMEDIATE SLAB ON GRADE: R-10 FOR 2M' B. PROVIDE 4 MIL WRB VAPOR BARRIER AT INTERIOR PACE OFSTUDS A GATT INSULATION. DRINKING FOUNTAINS PROVIDED: 4 12 ADAI WA REQUIRED FOR EACH GENDER PER 25 OCCUPANTS FOR I I O MIN. DOOR CLEAR ANCES DETAIL FIXED VERTICAL GLAZING: GLAZE OR OA DOUBLE M eLAzeD, uPne cennPleO. Bee SHGC NOT@ BELOW, OPERABLE VERT. GLAZING. U-PACTOR 0.36, DOUBLE GLAZED, NFRE CERTIFIED. SEE SHOD NOTE BELOW. GLAZED ENTRANCE DOORS: J-FACTOR 0.60, DOUBLE GLAZED, NFNC CERTIFIED. 8EE SHGC NOTE BELOW, SWINGING OPAQUE DOOR: -ACTOR 0.37 FIRCLOSET THE FIRST 50 AND I PER 50 FOR THE REMAINDER EXCEEDING 50, aSORT REQUIRED FOR EACH GENDER PER X OCCUPANTS FOR THE FIRST Bo an0 I PER Bo FOR THE REMAINDER EXCEEDING 50. WALL LEGEND 8 O REFER TO WINDOW SCHEDULE AND WALL SECTIONS. SEE DTLS ® FLOOR DRAIN. SEE DETAIL FO 1m APPROX. LOCATION OF FIRE EXTINGUISHER. FE COORDINATE EXACT LOCATION WITH FIRE MARSHALL REFER TO DETAIL@ O EQUIPMENT KEY NOT OTHERW18E SHOWN ON INTERIOR ELEVATIONS. REFER TO INTERIOR ELEVS AND EQUIPMENT SCHEDULE ON SHEET AS2. FLOOR PLAN NOTES RePER TO LEVELS OP INSULATION, THIS SHEET, FOR ENVELOPE R—IREMENTS Fort TH18 PROJECT. REFER TO ADDITIONAL ENERGY EFFICIENCY CREDIT REQUIREMENTS, SHEETS A 1 B AR 32, FOR MINIMUM CREDITS FOR THIS PROJECT. A DO NOT CA ARE FROMWR�EN DIMENSIONS GOVERN.ALL STUD T� OFACE OF , UNLESS OTHERWISE NOTED.O A FACE .1 FOUNDATION DIMENSIONS MARKED CLEAR' OR "CLR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL WALL FINISHES. U.O.N. B. -ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE, C. DIMENSIONS MARKED � MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES FROM INDICATED DIMENSION, U.O.N. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT. D. ALL oWB BOARD PARTITIONS AND D D SMTH MOTHNVISIBLE JOINTS PATCH AND REPAIR REQFALESSTO MATCACESH CBE ALOIONED.OININO SURFACES WHERE E. ALL CASEWORK TO BE FASTENED TO THE PARTITION WALL. PROVIDE BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4'-d' HT. F. INTERIOR DOORS AT FRAMED WALLS TO BE LOCATED 4" MIN. CLEAR FROM ADJACENT WALL FINISH, U.O.N. G FINISH FLOOR REFERENCE DATUM EQUALS 1010^I. H. PROVIDE MNNIITIODUS BACKER BOARD MR WATER RESISTANT GWB E SU S I ET RE PER Is FR. REQUIREMENTS. 1. REFER TO TTP, MOUNTING HEIGHTS DIAGRAMS J. ,EF ER TOI IG SHEDULE SHEET FOR REDIRED ACCESSIBILITY SIGNAGE K. ALL INSTALLED FURNITURE AND CASEWORK TO MAINTAIN AN ACCESSIBLE ROUTE OF TRAVEL AND A MINIMUM CLEAR AREA OF SON .- IS TO Be AVAILABLE AT THE CUSTOMER SERVICE COUNTER, THE ACCESSIBLE AREA OF COUNTER TO BE A MAXIMUM HEIGHT OF 2'-104 L. KITCHEN COUNTERS TO BE A MAXIMUM HEIGHT OF 2'-KY A,F,F. REFER TO INTERIOR ELEVATION AND EQUIPMENT SCHEDULE. M. REFER TO DOOR AND ININ THIS SET ZONAL OWNERD AND CODE REQUIREMENTS N. A18LE. SHALL BE PROVIDED AND MAINTAINED IN ALL PORTIONS OF THE BUILDING TO REQUIRED EXITS, 3&MIN. IN WIDTH WHEN 05BTRULTIDNS ARE PLACED ON ONE SIDE, AND 44°IN WIDTH WHEN OBSTRUCTIONS ARE ON TWO SIDES. U / • • . �[�Ix 1,\fl1//� 1' 11 ��—�— ��li �- L �---- -----+�J FIRST FLOOR EGRESS & ELECT PLAN - OFFICE BLDG `J SCALE: 1/4"=1'-0" FiRsr FLOOR AREA IFOOTIIIN1 z1, I.F. ELECTRICAL LEGEND NOTE BUILDING PERMIT HAS NO REVIEWED THIS FOR ELECTRICAL CODE COMPLIANCE. UNDER SEPARATEPERMIT. LOW VOLTAGE CABLE RUNS: L RUNS SHOULD BE HOME RUNS THAT TERMINATE IN TELECOM ROOM WITH TAILS THAT REACH THE FLOOR. GC TO PUNCH DOWN AND DRESS CABLES. NOTE, END LABELINGTERM O ALL RUNS TO BE LABELED WITH CORRESPONDING TERMINATION . PLYWOOD (SACKER BOARDS FOR INT FOR ALL LOMOUNTINGG CABLES. PROVIDE TELQCOMI—A. ® 2 CAT-6E CABLES RUN TO I1. ® 2 CATCA RUN TO It. ® 2 CAT-0E CABLES RUN TO .1. ® 6 CAT-fiE CABLES RUN TO IN. ® 2 CAT-fiE CABLE6 RUN TO 11. #O] 2 CAT-6E CABLES RUN TO 51. ® 2 CATCAL RUN TO I1. ® 1 CAT -BE CABLES RUN TO 11. HIGH VOLTAGE: DUPLEX OUTLET DUPLEX OUTLET ON DEDICATED CIRCUIT, 20 AMP PLUG, U.O.N. 4-PLEX OUTLET GVCI 4-PLEX OUTLET ON DEDICATED CIRCUIT, 20 AMP PLUG, UO,N. WATER RESISTANT GROUND -FAULT CIRCUIT INTERRUPTER ELECT. LEGEND NOTES: A. UTLET MOUNTING HEIGHT AT 1S' A.F.F., UNLESS OTHERWISE NOTED OR QUESTED BY OWNER, REFER TO TYPICAL MOUNTING HEIGHTS REGRAMS, SHEETS A6,1, IS PAN INDICATES THE LI INTENT,ONLY FCONTRACTOR TDTO COORDINATE WITHOWNER ALL LOCATIONS IN THE O PROVIDE DEDICATED 4-PLE% OUTLETS FOR TELECOM EQUIP. AND COORDINATE EXACT LOCATION WITH PHONE COMPANY. EGRESS LEGEND x� EGRESS PATH �JIX( DOOR ACTUAL OCCUPANT LOAD WIDTH OCCUPANT CAPACITY EXIT DOOR WIDTH • XX-10.2 XXX OCCUPANT DOOR CAPACITY U 5. ."1.2 = 1 1 ENERGY EFFICIENCY CREDITS OCCUPANCY BREAKDOWNS REFER WA STATE ENERGY LODE COMPLIANCE SUMMARY FORMS I. LUMINAIRES SHALL BE CONFIGURED FOR CONTINUOUS DIMMING. IBC EGRESS REQUIREMENTS: AND NOTES ON SHEETS A].1 AND A1.2 FOR ADDITIONAL 1. LUMINAIRES SHALL BE ADDRESSED INDNIDUALLY, WHERE INDIVIDUAL TRAVEL DISTANCE REQUIREMENTS 0 US[, TYPE VB NON-SPRINKLERED: INFORMATION AND REQUIREMENTS. ADDRESSABILIT' IS NOT AVAILABLE FOR THE LUMINAIR[ LASS TTP[, EGRESS TRAVEL DISTANCE _ < 200' PER IBC TABLE 1017.2 CONTROLLED GROUP OF NOT MORE THAN FOUR LUMINARIES SHALL BE COMMON PATH OP TRAVEL • < MAX. ]S PER IBC TABLE IpOS55121 C4061 ENERGY EFFICIENCY CREDIT REQUIREMENTS. NEW BUILDINGS SHALL , NOTQWED MORE THAN EIGHT LUMINAIRES SHALL SE CONTROLLED TOGETHER MINIMUM DISTANCE BETWEEN 2 REQUIRED EXITS SHALL BE GREATER COMPLY WITH SUFFICIENT PACKAGES FROM TABLE C40fi.1 TO ACHIEVE A IN A DAYLIGHT ZONE. THAN 112 DIAGONAL DISTANCE OF AREA SERVED .IN NUMBER OF B..DREDIIS: 4. FIXTURES SHALL BE CONTROLLED THROUGH A DIGITAL CONTROL SYSTEM THAAI INCLUDES THE FOLLOWINGASED FUNCTIION:AL ADDRessABa1TY. IBC EGRESS OCCUPANT LOAD SUMMARY: EQUIP ENT SHALL a%LeeD THE MI EFFICIENCY R LISTED BASED ON BREAKDOWN ON COVER SHEET TABLES L4055.2NI THROUGH C409.52M BY 10 PERCENT INEADDITION TO INDIVIDUAL USER CONTROL OF OVERHEAD GENERAL ILLUMINATION IN TOTAL IBC OCCUPANT LOAD: 91 TCCUvnN THE REQUIREMENTS OF SECTION C409. WHERE MULTIPLE PERFORMANCE OPEN OFFICES. REQUIRED • I REQUREMENTS ARE PROVIDEDBEING , THE EDUIPMENT SHALL EXCEED ALL e. OCWPANCY SENSORS SHALL BE CAPABLE OF RECONFIGURED FIRST FLOOR REQUIREMENTS PROVIDED BY 10 PERCENT. VARIABLE REFRIGERANT FLOW SYSTEMS THROUGH THE DIGITAL CONTROL SYSTEM. SECOND FLOOR EXITS REQUIRED =1 SHALL EXCEED THE ENERGY EFFICIENCY PROVISIONS OF 5, ELECTRICAL PERMIT DOCUMENTS SHALL INCLUDE SUBMITTAL OF A SECOND FLOOR EXITS PROVIDED = I ANSIESHRAVI[SNA 80.1 BY T PERCENT. EQUIPMENT NOT LISTED IN TABLES SEOU[NLE OF OPERATIONS, INCLUDING SPECS OUTLINING EACH OF THE C405.$.2OJ THROUGH L405-11 SHALL Be LIMITED TO 10 PERCENT OF THE FUNCTIONS IN ITEM 4, TOTAL BUILDING SYSTEM CAPACITY. fi, FUNCTIONAL TESTING OF LIGHTING CONTROLS SHALL COMPLY WITH G08.5 Re0UCe0 uOxnNG POweR. 2 SECTION C40S. E TOTAL CONNECTED INTERIOR LIGHTIINGTPOWER CALCULATED IN PIR INFI TRATION TO BE VERIFI O B WHOLE BU LDI PRESSOR 2ATITN WITHC405.5.1 SHALL BE LESS THAN SO PERCENT OF 7NEeT1N6LCONDUCTED IH ACCORDANC[YWI1H E []]B ER A9TM IEATI BT AN THE TOTAL FLIG TINGE POWER ALLOWANCE CALCULATE; IN ACCORDANCE I DEVEHDENT THIRD PARTY TxE MEASURED PIR LEAKAG FA E OF THE WITH SECTION C405.9.2. BUILDING ENVELOPE SHALL NOT [%GEED O.1] CPMIPM UND[RTA PRESSURE DIFFERENTIALBEING THE SUM OF FTHEC171 ABOVEPAND WITH BELOWTHE GRADECALCULATED BUILDIINGUENVELOPE. N OPERATED AHT NO CCORDANCE OLSLQTHAT SHASHALL LL BE COATED, LSCHEOULED AND OWMER STORIT INCLUDES THE ES ABOVE G+RAD?,TANDFD SURFACE LEAKAGE RATESASHALLOR L BE SUBMAIR BY ITTED OPERATED IN ACCORDANCE WITH SECTIONS C405,2.1 THROUGH G05R.9. H L OFFICIAL D E BUILDING OWNER E6" u SECOND FLOOR EGRESS & ELECT PLAN - OFFICE BLDG `J SCALE: 1/4"=1'-0" sEcoluD PLooH aH6A. xz,1TD SF. ELECTRICAL LEGEND NOTE BUILDING PERMIT HAS NO REVIEWED THIS FOR ELECTRICAL CODE COMPLIANCE. UNDER SEPARATEPERMIT. LOW VOLTAGE CABLE RUNS: L RUNS SHOULD BE HOME RUNS THAT TERMINATE IN TELECOM ROOM WITH TAILS THAT REACH THE FLOOR. GC TO PUNCH DOWN AND DRESS CABLES. NOTE, END O ALL RUNS TO BE LABELED WITH CORRESPONDING TERMINATION LABELING. TERMINATION POINT FOR ALL LOW VOLTAGE CABLES. PROVIDE PLYWOOD BACKER BOARDS FOR MOUNTING TELECOM/DATA. ® 2 CAT-6E CABLES RUN TO 11. ® 2 CAT-fiE CABLES RUN TO M. ® 2 CAT-0E CABLES RUN TO $1. ® 2 CAT -GE CABLES RUN TO II. ® 6 CAT -BE CABLES RUN TO #I. 0 2 CAT-6E CABLES RUN TO R1. ® 2 CAT-fiE CABLES RUN TO II. ® 2 CAT-6E CABLES RUN TO 11. HIGH VOLTAGE: DUPLEX OUTLET DUPLEX OUTLET ON DEDICATED CIRCUIT, 20 AMP PLUG, U.O.N. 4-PLEX OUTLET I'll 4-PLEX OUTLET ON DEDICATED CIRCUIT, 20 AMP PLUG, UO,N. WATER RESISTANT GROUND -FAULT CIRCUIT INTERRUPTER ELECT. LEGEND NOTES: UTLET MOUNTING HEIGHT AT 1S' A.F.F., UNLESS OTHERWISE NOTED OR REQUESTED BY OWNER, REFER TO TYPICAL MOUNTING HEIGHTS DIAGRAMS, SHEETS A6,1, THE COORDINATECAL AND OWNER ALLATA DESIGN L LOCATIONS INTENT,ONLY IS PAN INDICATES FCONTRACTOR TL LOTR O PROVIDE DEDICATED 4-PLEX OUTLETS FOR TELECOM EQUIP. AND COORDINATE EXACT LOCATION WITH PHONE COMPANY. EGRESS LEGEND ■ �JIX( DOOR ACTUAL OCCUPANT LOAD WIDTH OCCUPANT CAPACITY EXIT DOOR WIDTH • XX°/0.2 XXX OCCUPANT DOOR CAPACITY U 5. 56"/0.2 = 1B01 ENERGY EFFICIENCY CREDITS OCCUPANCY BREAKDOWNS REFER Wq STATE ENERGY LODE COMPLIANCE SUMMARY FORMS I. LUMINAIRES SHALL BE CONFIGURED FOR CONTINUOUS DIMMING. IBC EGRESS REQUIREMENTS: AND NOTES ON SHEETS A].1 AND A1.2 FOR ADDITIONAL 1. LUMINAIRES SHALL BE ADDRESSED INDNIDUALLY, WHERE INDINDAL TRAVEL DISTANCE REQUIREMENTS 0 US[, TYPE VB NON-SPRINKLERED: INFORMATION AND REQUIREMENTS. ADCONTROLLED GROUP NOT AVAILABLE FOR THE ILLFOUR LUMINA CLASS TYPE. B EGRESS TRAVEL DISTANCE _ < 20N PER IBC TABLE 1011.2 CONTROLLED GROUP OF NOT MORE THAN FOUR LUMINARIES SHALL BE COMMON PATH OF TRAVEL • < MAX. ]S' PER IBC TABLE IpOSB5121 C4061 ENERGY EFFICIENCY CREDIT REQUIREMENTS. NEW BUILDINGS SHALL , ALLOWED TOMORE THAN EIGHT LUMINAIRES SHALL SE CONTROLLED TOGETHER MINIMUM DISTANCE BETWEEN 2 REQUIRED EXITS SHALL BE GREATER COMPLY WITH SUFFICIENT PACKAGES FROM TABLE C406.1 TO ACHIEVE A IN A DAYLIGHT ZONE. THAN 112 DIAGONAL DISTANCE OF AREA SERVED .IN NUMBER OF B..DREDIIS: 4. FIXTURES SHALL BE CONTROLLED THROUGH A DIGITAL CONTROL SYSTEM THAT ROL INCLUDES THE FOLLOWINGASED FUNCTIION:AL ADDRessABa1TY. IBC EGRESS OCCUPANT LOAD SUMMARY: EQUIP ENT SHALL EXCEED THE MI EFFICIENCY R LISTED BASED ON BREAKDOWN ON COVER SHEET TABLES L405l.2p THROUGH L40l.i2IneBT 10 PERCENT INEADDITION TO LOAD S EDDIN.R CONTROL OF OVERHEAD GENERAL ILLUMINATION IN TOTAL IBC OCCUPANT LOAD: 91 TccuPAu THE REQUIREMENTS OF SECTION C405. WHERE MULTIPLE PERFORMANCE OPEN OFFICES. REQUIRED • I REQUREMENTS ARE PROVIDED, THE EDUIPMENT SHALL EXCEED ALL e. OCWPANCY SENSORS SHALL BE CAPABLE OF BEING RECONFIGURED REQUIREMENTS BY 10 PERCENT. VARIABLE REFRIGERANT FLOW SYSTEMS THROUGH THE DIGITAL CONTROL SYSTEM. COND FLOOR EX TSR EQU RED =1 SHALL EXCEED THE ENERGY EFFICIENCY PROVISIONS OF 5, ELECTRICAL PERMIT DOCUMENTS SHALL INCLUDE SUBMITTAL OF A SECOND FLOOR EXITS PROVIDED = I ANSI/ASHRAVIESNA 80.1 BY T PERCENT. EQUIPMENT NOT LISTED IN TABLES SEOU[NLE OF OPERATIONS, INCLUDING SPECS OUTLINING EACH OF THE C405.$.2OJ THROUGH C405-11 SHALL Be LIMITED TO 10 PERCENT OF THE FUNCTIONS IN ITEM 4, TOTAL BUILDING SYSTEM CAPACITY. 6, FUNCTIONAL TESTING OF LIGHTING CONTROLS SHALL COMPLY WITH G08.5 Re0UCe0 u6HnNG POweR. 2 SECTION L408. E TOTAL CONNECTED INTERIOR LIGHTIINGTPOWER CALCULATED IN PIR INFI TRATION TO BE VERIFI D B WHOLE BU LDI PRESSOR 2ATITN WITHC405.l.I SHALL BE LESS THAN BO PERCENT OF 7NEeT1NGLCONDUCTED IH ACCORDANC[YWI1H E []]B OR A_IENA, BT AN THE TTAL FLIG TINGE POWER ALLOWANCE CALCULATED IN ACCORDANCE INDEPENDENT THIRD PARTY THE MEASURED MR LEAKAG RATE OF THE WITH SECTION C405.9.2. BUILDING ENVELOPE SHALL NOT EXCEED 0.17 CPM/PT2 UNDERTA PRESSURE DIFFERENTIALBEING THE SUM OF FTHEOABOVE175 PAND WITH BELOWTHE GRADECALCULATED BUILDIINGU ENVELOPE. N HANCEDIR LIIN ACCORDANCE WITLLTHAT SHASHALL LL BE LOCATED, LSCHEOULED AND OWMER STORIT INCLUDES THE ES ABOVE G+RAD?,TANDFD SURFACE LEAKAGE RATESASHALLOR L BE SUBMMR BY ITTED OPERATED IN ACCORDANCE WITH SECTIONS C405,2.1 THROUGH _5.2B. H L OFFICIAL D E BUILDING OWNER Elm1011■� w,iJEMMMM■■v1■RME min IIIaN �■ I■�■.�� I�r1'�Y%RVyI(G� . :. '. - RYI �il�l<•�il ® mm �l _ ■mil=-- ■ ie l —a-,I��._,�, cam- Ir ����:. �� ��■ ■■�9 �MEIr WWI � II I ■ �� ■■■ R = %%�°—�il��% °�/i� Iii% %%►'■■■ �' �--���i''I r 4 * ■■■111 �Y III- �_��� � R � ����II%Q ,ill%°%%■ ����.:L��j� � � .... , . . i � �� ' ���� I� ��� i - __ -o— -��isi �iii i r iiilii��ii► � ■■■1 ■■■ ■ ■�■■■■ ■001 -41■1 ■ RSI RPRPR.R — ■;:■ ■ I 1■CN■ RBB..l.'.w I I I �__—'• !!0 III- I IIII�� I I I I I I {{Q11IIIIIiIi llllll��il III����I�� !�!©L'___._____—% I I I I I I IIIIII I I I I I II I 1102 FIRST FLOOR REFLECTED CEILING PLAN - OFFICE BLDG `J SCALE: 1/4"=1'-0" HiRsr FLooR ARHA (HooTPRiN17I— I.F. CEILING LEGEND 2'X4' I TO FNGEDINISH ACOUSTIC CEILING AND GRID. REFER TO FINISH ACOUSTIC FOR G AND BRACING AND DETAILe SEE RCP FOR START POINTS IN EACH RM. 5/e' GWB 1 2X6 WOOD STUD. FRAMING AT 11' O.L. PROVIDE GATT INSULATION. REFER TO STRUCTURAL DWGS AND WALL SECTIONS. 2%4 LED LOW -PROFILE RECESSED ILIIIAIIILEO WITH BASKET DIFFUSER ITRI $ITS A D ALUMINUM LED OR PPD EQ. PROVIDE TRIM KITS AND ALUMINUM INSIDE FINISH PER SPEC. NDD'.EMERGENCY LIGHT FIXTURES SHOWN HADED. SEE EMERGENCY LIGHTING NOTES, ® 8" LID R[C[SSED CAN LIGHT, 11) 18.SW LED PER OWNER SP[C IA�ANTEI LIGHT FI%TYRE ABOVE LAN, 15112W LED SEAGULL CHROME 41162-05 OR APPROVED EQUAL. O ENTRY PENDANT LIGHT FIXTURE PER OWNER SPEC SOW, TYP. 5. CHAIN HUNG AT 10'-0" AFF, NOTE. EMERGENCY LIGHT FIXTURES SHOWN SHADED, BEE EMERGENCY LIGHTING NOTES, ❑0 OWNER STANDARD R[C[BB[D CEILING PAN IN RESTROOMB, 50 CFM. MIN, GRILLE STANDARD MECHANICAL DIFFUSER AND ® OWNER STANDARD MECHANICAL RETURN AND GRILL[ -vTx� UNIVERSAL CEILING OR WALL MOUNTED LED EXIT W I SIGN w/BO MINUTE BATTERY BACKUP SW LED COORD SPEC WITH OWNER, �. MOTION SENSOR LIGHTING OLP LED SECURITY MOTION 6EN60R FLOODLIGHT OR APPRU EQ. COORD EXACT LOCATION WITH OWNER, 8 EEDECDMM SURFACE MOUNTED HIGH PERFORMANCE IAL WAL -PACK FIXTURE, DOW, TTP. B. HYPERIKON WA PACK SLIM FULLCTOFF LED LIGHT ORNAPPR. EQ. REFER TO EXTERIOR O EXTERIOR UNDER CANOPY SURFACE MOUNTED HIGH PERFORMANCE LED COMMERCIAL LIGHTING FIXTURE, DOW, TYP. 5. SPEC: 1" ROUND LI11TRONIC8 GARAGE LIGHT ROUND 120-277V 4000K 1-10V DIM PRIM OR APPR. CO. O0 CUPANLTCSENSORSOTOTHE BE ONL24/]. SEE NOTE K. OAPPROX. LOCATION POR THE SMOKE ALARM O APPROR. LOCATION OF SECURITY CAMERA. EXALT LOCATION P[R OWNER. FIRE PROTECTION NOTES CEILING NOTES EMERGENCY LIGHTING SEPARATE PERMITS SHALL BE OBTAINED FOR THE NFPA 72 MONITORED FURNISH AND INSTALL ALL ASSOCIATED TRIM AND SEISMIC BRACING IN THE EVENT OF POWER SUPPLY FAILURE IN ROOMS AND SPACES THAT IRE ALARM SYSTEM. CONTRACTOR TO PROVIDE DRAWINGS WITH THE REFER WA STATE ENERGY CODE COMPLIANCE SUMMARY FORMS pSREQUIRED. REQUIRE TWO OR MORE MEANS OF EGRESS, AN EMERGENCY ELECTRICAL LOCATION OP ALL AUDIBLE AND VISIBLE PIKE ALARM DEVICES WITH THE AND NOTES DN SH[[T AT.2 FOR ADDITIONAL LIGHTING, MOTOR, HALL AUTOMATICALLY ILLUMINATE ALL OF THE FOLLOWING DE81GN/BUITLD SUBMITTAL. LOCATE F/A PANEL ACCESSIBLE FROM THE AND ELECTRICAL DESIGN RED, LIGHT FIXTURES, AND OTHER CEILING ELEMENTS SHALL BE CENTERED AREAS. EXTERIOR HE PROPOSED SYSTEM SHALL CONSIST, AT A MINIMUM, THE IN THEFROOM WHERE NOT DIMENSIONED, OR CENTERED IN THE 9'X4' OLLOWING, AL GRILLE EXIT HALLWAYS 8 CORRIDORS; A. THE PROPOSED MECHAN SECTION OF INDIVIDUAL CEILING TILES U.O.N, VESTIBULES AND AREAS ON THE LEVEL OF DISCHARGE USED FOR TO SENDING NOTIFICAFIRETIONAOF ALL PROCAPABLETECTION SYSMIN ITR`N'TEMS WITHIN INDICALIGHTITE THE DESIGN G SHOWN ON INTENT. 'LANGC IS PRTO VEFORRIFY THEN MECHANONLYICAL AND H. PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM EXIT DISCHARGE, THE BUILDING TO AN APPROVED CENTRAL STATION. MSA LIGHTING LAYOUT MEETS WITH APPLICABLE CODE REQUIREMENTS AND MAINT[NANC[, AND MATCH ADJAC[NT CEILING FINISH U.ON, EXTERIOR LANDINGS AS REQUIRED FOR EXIT DOORWAYS THAT LEAD INTERIOR AUDIBLEAUSUAL ALARM DEVICES FOR THE NOTIFICATION CONTACT ARCHITECT AND OWNER OF ANY DISCREPANCIES OR DIRECTLY TO TH[ EXIT DISCHARGE • [L[LTRICAL EOUIPMENT ROOMS, OF THE BUILDING OCCUPANTS THROUGHOUT. MODIFICATI NS 1. ALL SPECIFIC INFORMATION CONCERNING INSTALLATION FOR VARIOUS EXTERIOR HORN/STROBE SHALL BE LOCATED ON THE ADDRESS ABOVE -CEILING ELEMENTS ARE TO BE DESIGN BUILD, DOCUMENTATION THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A 510E OF THE BUILDING S. ESTIMATED UNIT LIGHTING POWER ALLOWANCE ILPAI SPACE-BT-SPACE BY OTHERS IPERMITTED SEPARATELY) DURATION OF NOT LESS THAN BO MINUTES AND SHALL CONSIST OF • VISIBLE DEVICES IN RESTROOMS BREAKDOWN BASED ON NET INTERIOR B.F. REFER TO LTG -SUM ENERGY STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON -SITE GENERATOR. THE MANUAL PULL STATIONS AT EACH EXIT COMPLIANCE FORM SUBMITTED WITH THIS PROJECT - REFER TO J. INSTALL NEW LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN SMOKE DETECTION IN EXIT WAYS BH[[T AB.R, COVER OVER LOUVER, LENS, BAFFLE, ETC. TO AVOID FIXTURE SOILING LLORDANCE WITH SECTION 102. 201E IBC 1008.9.4, EMERGENCY MONITORING OF THE FIRE ALARM SYSTEMS C. LIGHTING DESIGN INCLUDING DAYLIGHTING ZONE CONTRO REDUCTION OR DAMAGE, FIXTURES SHALL BE MAINTAINED CLEAN AND A6 NEW, 'IGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL 1, A MANUAL FIRE ALARM AND SMOKE DETECTION SYSTEMS TO COMPLY AND SHUT-OFP CONTROLS AND SENSORS ARE TO BE IN CONFORMANCE ALL LAMPS SHALL BE NEW AT PROJECT COMPLETION, LLU A MINIM THAT IS NOT POINT O THAN T AVERAGE OF 1 D ALONG AND A MINIMUM AT ANY POINT OF L. ILLUMINATION MEASURED ALONG WITH SECTION E B AND BOT.6 AND SHALL BE INSTALLED WITH THE WA STATE ENERGY COD[. REFER TO NOT[ K, K, OCCUPANCY 6ENSOR6 ARE REQUIRED IN SPACES 500 6GUARE FEET OR THE PATH OF EGRESS AT FLOOR LEVEL.ILLUMINATION LEVELS SHALL THROUGH UT THE BUILDING PER SECTION 807.26 AND BO)3.fi.4' L S THAT ARE ENCLOSED BY FLOOR -TO -CEILING HEIGHT PARTITIONS BE PERMITTED TO DECLINE TO .B FOOTCANDLE AT THE END OP THE WASH INOT ON STATE AMENDMENTS. D, COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING INCLUDING BUT NOT LIMITED TO: CLASSROOM&/LECTUR[rtRAINNG EMERGENCY LIGHTING TIME DURATION, A MAXIMUM -MINIMUM WORK TO ENSURE CLEARANCES SS FIXTURES, DUCTTHINS PIPING, CEILING ROOMS, CONFERENCE/MEETING/MULTIPURPOSE ROOMS,"E"AIRINT ILLUMINATION UNIFORMITY RATIO OF 4C TO 1 SHALL NOT BE EXCEEDED 1. PORTABLE FIRE EXTINGUISHERS WILL BE REQUIRED DURING SUSPENSION SYSTEM, ITC„ NECESSARY TO MAINTAIN THE FINISHED ROOMS, LOUNGES, EMPLOYEE LUNCH AND BREAK ROOMS, PRIVATE PER 2018 IBC 1008.3.5, CONSTRUCTION AND PRIOR TO C OF 0. MAX COVERAGE IB 5000 CEILING HEIGHTS INDICATED ON ARCHITECTS DWGS. SQUARE FEET AND SPACED NO MORE THAN 75 FEET OF TRAVEL OFFICES, RESTROOMS, STORAGE ROOMS, JANITORIAL CLOSETS, LOCKER DISTANCE, LOCATION PER FIRE MARSHALL REQUIREMENTS. E. PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE INSTALLED ROOMS, WAREHOUSE SPACESTIGHT. OTHER IRREGULARITIES AND PAINTED TO MATLHVCEI BNGA'UNIONSH 1 ■��� A �Itl� ��� =-i I Cl II ■■1111■■■'■■ MEN +•.� ��J� �G� Rroo m f _EME own ORION CE■ am aJ"I� 0 I 0■nm --■-■,-�--,--mmaa ■m ■1"■ �IM IM� ■■ i SECOND FLOOR REFLECTED CEILING PLAN - OFFICE BLDG `J SCALE: 1/4"=1'-0" sEcogD Plooa Aa6A. xz,loD SF. CEILING LEGEND ■ R'X4' I TO FNGEDINISH ACOUSTIC CEILING AND GRID. REFER TO FINISH SCHEDULE FOR G AND BRACING AND DETAILe SEE RCP FOR START POINTS IN EACH RM. 5/e• GWB a/ DXfi WOOD STUD. FRAMING AT PROVIDE GATT INSULATION. REFER TO STRUCTURAL AND WALL SECTIONS. 2%4 LED LOW -PROFILE RECESSED 1I*W LED WITH BASKET DIFFUSER ITRI $ITS A D ALUMINUM LED OR PPD EQ. PROVIDE OWN KITS AND ALUMINUM INSIDE FINISH PER SPEC. NDD'.EMERGENCY LIGHT FIXTURES SHOWN HADED. SEE EMERGENCY LIGHTING NOTES, ® 8' LID R[C[S.ED CAN LIGHT, 11) 16.SW LED PER OWNER SPEC E'. ED SEAL LIGHT OM TYRE ABOVE uV,R fEW AAl_LLED JNTEC SEAGULL CHROME 41E A50 OR APPROVED O ENTRY PENDANT LIGHT FIXTURE PER OWNER SPEC SOW, TYP. 5. CHAIN HUNG AT 10'-0• AFF, NOTE. EMERGENCY LIGHT FIXTURES SHOWN SHADED, GEE emeftceuaY ucangs uoreB ■ ❑O ROWNER 9TROOMBN50 RCFMtMIN [D CEILING PAN IN OWNER STANDARD MECHANICAL DIFFUSER AND GRILLE ® OWNER STANDARD MECHANICAL RETURN AND GRILL[ -vTx� UNIVERSAL CEILING OR WALL MOUNTED LED EXIT W ISIGN w 0 MINUTE BATTERY BACKUP, 5W LED. COORD. SPEC. WITH OWNER, MOTION SENSOR LIGHTING OLF LED SECURITY MOTION BEN60R FLOODLIGHT, OR APPR. EQ. _ - COORD. EXACT LOCATION WITH OWNER, 8 !EDECDMMERCFACE MOUNTED HIGH PERFORMANCE AL WAL -PACK FINTGRE, DOW, TYP. HYPERIXON WA PACK SLIM FULL TOFF LED LIGHT ORNAPPR. EQ. REFER TO EXTERIOR O EXTERIOR UNDER CANOPY SURFACE MOUNTED HIGH PERFORMANCE LED COMMERCIAL LIGHTING FIXTURE, DOW, TYP. 5. SPEC: ' ROUND LITETRONICS GARAGE LIGHT ROUND 110-1]]V 4000K 1-10V DIM PRIM OR APPR. CO. O APPROX.OR THE OCCUPANCY SENSOR. LCUCY LOCATION 'OR TO BE ON 34/7. SEE NOTE K. OAPPRO%. LOCATION FOR THE SMOKE ALARM O APPROR. LOCATION OF SECURITY CAMERA. EXALT LOCATION PER OWNER. FIRE PROTECTION NOTES CEILING NOTES EMERGENCY LIGHTING SEPARATE PERMITS SHALL BE OBTAINED FOR THE NFPA ]D MONITORED FURNISH AND INSTALL ALL ASSOCIATED TRIM AND SEISMIC BRACING IN THE EVENT OF POWER SUPPLY FAILURE IN ROOMS AND SPACES THAT IRE ALARM SYSTEM. CONTRACTOR TO PROVIDE DRAWINGS WITH THE REFER WA STATE ENERGY LODE COMPLIANCE SUMMARY FORMS pSREQUIRED. REQUIRE TWO OR MORE MEANS OF EGRESS, AN EMERGENCY ELECTRICAL LOCATION OP ALL AUDIBLE AND VISIBLE PIKE ALARM DEVICES WITH THE AND NOTES DN SH[[T A].D FOR ADDITIONAL LIGHTING, MOTOR, HALL AUTOMATICALLY ILLUMINATE ALL OF THE FOLLOWING DEGIGN/BUITLD SUBMITTAL. LOCATE F/A PANEL ACCESSIBLE FROM THE AND ELECTRICAL DESIGN RED, LIGHT FIXTURES, AND OTHER CEILING ELEMENTS SHALL BE CENTERED AREAS. 'XTERIOR, HE PROPOSED SYSTEM SHALL CONSIST, AT A MINIMUM, THEA. IN THE WHERE NOT DIMENSIONED, OR CENTERED IN THE 4'%4' OLLOWING, AL GRILLE • EXIT HALLWAYS 8 CORRIDORB� THE PROPOSED SECTION OP INDIVIDUAL CEILING TILES U.O.N, V[STIBULtS AND AREAS ON THE LEVEL OF DISCHARGE USED FOR LIGHTISENDING NOTIFICATIONADDRISSAILI FIRE AOF ALL PROTECTION SYSRM CAPABLE 11 ION ITR`N'TEMS WITHIN INDICATE THE DESIGN G SHOWN ON THIS NTENT. ND 'LANARE RTO VEFORRIFY THEN MECHANONLYICAL AND H. PROVIDE CEILING ACCESS A6 REQUIRED FOR EQUIPMENT AND SYSTEM EXIT DISLHARG[, THE BUILDING TO AN APPROVED CENTRAL STATION. LIGHTING LAYOUT MEETS WITH APPLICABLE CODE REQUIREMENTS AND MAINT[NANC[, AND MATCH ADJACENT CEILING FINISH U.ON, EXTERIOR LANDINGS AS REQUIRED FOR EXIT DOORWAYS THAT LEAD INTERIOR AUDISLENISUAL ALARM DEVICES FOR THE NOTIFICATION CONTACT ARCHITECT AND OWNER OF ANY DISCREPANCIES OR DIRECT CTRLY TO TH[ EXIT DISCHARGE • ELECTRICAL EOUIPMENT ROOMS, OF THE BUILDING OCCUPANTS THROUGHOUT. MODIFICATIONS 1. ALL SPECIFIC INFORMATION CONCERNING INSTALLATION FOR VARIOUS EXTERIOR HORN/STROBE SHALL BE LOCATED ON THE ADDRESS ABOVE -CEILING ELEMENTS ARE TO BE DESIGN BUILD, DOCUMENTATION THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A SIDE OF THE BUILDING B. ESTIMATED UNIT LIGHTING POWER ALLOWANCE 0.PA SPACE-BT-SPACE BY OTHERS IPERMITTED SEPARATELY) DURATION OF NOT LESS THAN BO MINUTES AND SHALL CONSIST OF • VISIBLE DEVICES IN RESTROOMS BREAKDOWN BASED ON NET INTERIOR B.F. REFER TO LTG -SUM ENERGY STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON -SITE GENERATOR. THE MANUAL PULL STATIONS AT EACH EXIT COMPLIANCE FORM SUBMITTED WITH THIS PROJECT - REFER TO J. INSTALL NEW LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN SMOKE DETECTION IN EXIT WAYS BH[[T AB.R, COVER OVER LOUVER, LENS, BAFFLE, ETC. TO AVOID FIXTURE SOILING LLORDANCE WITH SECTION 101. ROIB IBC f008.9.4, EMERGENCY MONITORING OF THE FIRE ALARM SYSTEMS C. LIGHTING DESIGN INCLUDING DAYLIGHTING ZONE CONTRO REDUCTION OR DAMAGE, FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW, 'IGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL 1, A MANUAL FIRE ALARM AND SMOKE DETECTION SYSTEMS TO COMPLY AND SHUT-OPP CONTROLS AND SENSORS ARE TO BE IN CONFORMANCE ALL LAMPS SHALL BE NEW AT PROJECT COMPLETION, LLUMINATIONMINIM THAT IS NOT POINT O THAN T AVERAGE OF 1 D ALONG AND A MINIMUM AT ANY POINT OF L. ILLUMINATION MEASURED ALONG WITH SECTION THE AND BO].fi AND SHALL BE INSTALLED WITH THE WA STATE ENERGY COD[. REFER TO NOT[ K, K, OCCUPANCY 6EN60R6 ARE REQUIRED IN SPACES 500 6GUARE PEST OR THE PATH OF EGRESS AT FLOOR FODTC IDLE AT LEVELS SHALL ROUGHOUT THE BUILDING PER SECTION 807.26 AND 007.5.6.4' Le9B THAT ARE PNLLOSED BY BOOR -TO -CEILING HEIGHT PARTITIONS BE PERMITTED TO DECLINE TO .B POOTCANDLE AT THE END OF THE WASHINOTON STATE AMENDMENTS. D, COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING INCLUDING BUT NOT LIMITED T0, CLASSROOM9ING HEIGHT PART) EMERGENCY LIGHTING TIME DURATION, A MAXIMUM -TO -MINIMUM WORK TO ENSURE CLEARANCES SS FIXTURES, DUCTS, PIPING, CEILING ROOMS, NG BUT ENLE/IMITDTO: LTIPURPOSE ROOMS, COPY/PRINT ILLUMINATION UNIFORMITY MT10 OF 40 TO 1 SHALL NOT BE EXCEEDED 1. PORTABLE FIRE EXTINGUISHERS WILL BE REQUIRED DURING BUBP[NBION SYSTEM, ITC„ NECESSARY TO MAINTAIN THAINING E FINISHED ROOMS, LOUNGES, EMPLOYEE LUNCH AND BREAK ROOMS, PRIVATE PER 1018 IBC 1008.3.5, CONSTRUCTION AND PRIOR TO C OF 0. MAX COVERAGE 19 5000 CEILING HEIGHTS INDICATED ON ARCHITECTS DWGS. SQUARE FEET AND SPACED NO MORE THAN 75 FEET OF TRAVEL OFFICES, RESTROOMS, STORAGE ROOMS, JANITORIAL CLOSETS, LOCKER DISTANCE, LOCATION PER FIRE MARSHALL REQUIREMENTS. E. PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE INSTALLED ROOMS, WAREHOUSE SPACESTIGHT. OTHER IRREGULARITIES AND PAINTED TO MATLHVCEI BNGA'UNIONSH ROUTILINE. x1,000G FEB ; REFER TO SECTIONS i FOR PARAPET AND ROOF FLASHING, TTP ' SEE DETAILS , ROOF ASSEMBLY , SINGLE -PLY 45 MIL. MIN. CLASS L TOO ROOFING MEMBRANE O/ , LOVER BOAR. o/ 6.5" POLY15L ING10 - O BUILDING - ---------- �— —INSULATION T PLYWOOD SHEATHING AO JOIST FRAMING PER STRUCTURAL - — - -- I � ND - ROOFING UP - AND OVER PARAPET FRAMING, INSTALL PER MFR. REQ. REFER TO LEVELS OF w INSULATION, A2.2 ' 1 1 INVENTrR AREA ; 1 �R.R.1.1.1.1.1.1I.1.R.L.I.P.L.I.I.L.L.I. 1.1.1.1.. ;DR—ETw/ ROOF L ---NSULATION, SINGLE-PLYM45 MIL. MIN, CLASS C TPO ROOFING MEMBRANE W 1/2" COVER BOAO e/ 2-LAYERS BUILDING — PAPER o/EXTPLYWOOD SHEATHING AND TRUSS FRAMING PER STRUCTURAL DWG RUN FRRUN MEMBRANE ROOFING UP AND OVER PARAPET FRAMING, INGTALL PER MFR, REQ, REFER TO LEVELS OF INSULATION, A2.2 I I _ _ - - _ F- "- OVERALL ROOF PLAN - OFFICE BLDG SCALE: 1/4" = 1'-0" aooH AaEn. zz,�ae sF1/4" = 1'-0" aooH AaEn. xz,�ae sF. ROOF PLAN NOTES A, S[[ ROOF FRAMING PLAN (STRUCTURAL( FOR PLYWOOD AND FRAMING INFORMATION. B. RFOR LOCATION H. DWGSC UNITS AN UNAND MECHANICAL REQUIREMENTS) EQUIR MENSEPARATE PERMIT SUBMITTAL(TS AND SPECIFICATIONS HVA C. REFER TO PLUMBING DWG5 (UNDER —ATE PERMIT SUBMITTAL) AND DETAILS (= FOR PIPE ROOF PENETRATIONS, D. GENERAL CONTRACTOR SHALL COORDINATE WITH THE DIFFERENT TRADES FOR INSTALLATION OF ROOF PENETRATIONS PRIOR TO INSTALLATION OF ROOF MEMBRANE. [. CONN[CT ROOF DRAINS TO STORM WATER STST[M PER CIVIL DWGS, F, GENERAL CONTRACTOR SHALL COORDINATE WITH BUILDING PLUMBING AND SITE UTILITY CONTRACTORS TO INSURE THAT CONNECTIONS BETWEEN RAIN WATER LEADERS, STORM DRAIN SYSTEMS, BUILDING S ARE SANITARY AND SITE PROVIDEEPOSIIIVEMDRAI DRAINAGE COMPLETED. * CONTRACTOR O ROOF TO ALL ROOF DRAINS H. RIGID INSULATION ATTACHMENT ON ROOF TO RESIST WIND UPLIFT FORCES GREATER THAT 80 M.P,H, SOLAR ZONE AREA HE "SOLAR ZONE' AREA IS EQUAL TO 40% OF THE HORIZONTAL PROJECTED ROOF AREA (C411.2 DI) PER C4111, THE SOLAR ZONE HAS BEEN DESIGNED FOR 4 PSF DEAD LOAD FOR FUTURE 50LAR COMPONENTS. AND PER C411.7 FOR PHOTOVOLTAICS, A LOCATION FOR FUTURE INVERTERS HAVE BEEN DESIGNATED EITHER WITHIN OR ADJACENT TO THE SOLAR ZONE AREA, WITH A MINIMUM AREA OF 2 50UARE FEET FOR EACH 1,ODO SOUAR[ FEET OF SOLAR ZONE AREA, AND ACCOMMODATES AN ASSUMED DEAD LOAD OF 175 POUNDS PER SQUARE FOOT, ROOF AREA: 4,858 % .4 • 1,B43 S.F. MIN. SOLAR ZONE AREA. INVERTER AREA: 5.9 SF. MIN, REFER TO STRUCTURAL DRAWINFS. EXACT DESIGN AND INSTALLATION PER FUTURE SOLAR PV DESIGN ENGINEER. ROOF DRAINAGE CALCS. OVERALL BUILDING ROOF AREA: t2,748 S.F. INTENSITY, 1.512) IIN/HR LASTING 5 MIN.( 4" DOWNSPOUTS: 2 PER UPC TABLE 1106.2, 5,200 % IR NON. 4" DOWNSPOUTS 15717 GQ. INI 18.406 ALLOWABLE ROOF SO. FOOTAGE. FB] NORTH FACING WAREHOUSE (SOUTH SIMILAR I EXTERIOR LIGHTING FIXTURES &AMENTITIES I NOTE: EXTERIOR ELEVATIONS TO BE APPROVED UNDER OFFICE BUILDING PERMIT APPLICATION. THIS SHEET IS FOR REFERENCE ONLY FOR WAREHOUSE BUILDING PERMIT All mo'bri 111110010 US I� III III III T T ",., T --T FC NORTH FACING OFFICE [0 SOUTH FACING [fl EAST FACING or IMZ) pr I n -TC1 LTW1/LTW2 LTSI LTPI AMNI AMN2 BKRI [F] EXTERIOR LIGHTING FIXTURES &AMENITIES IMAGES PRELIMINARY EXTERIOR ELEVATIONS SCALE: 119- V-0" POSSIBLE -RIOR FIN--.... 0 1 11 A A BE. -AT N.-I-AL EXTERIOR FINISH SPECIFICATIONS O BID- CONETR SHEET INFORMATION SCAL- IL-TE - IUA FILE 2-1 NUMBER 21- N- T. 1ER.1- -N- Ell- IFF111111111- WLUR ---K WLUR .-U.--N-- 3D RENDERING NOTE: n PRELIMINARY COLOR RENDERINGS LANDSCAPING IS SHOWN DIAGRAM- MATICALLY TO INDICATE OVERALL DESIGN INTENT. ADJACENT SITE CONDITIONS AND NOT TO SCALE POSSIBLE EXTERIOR FINISHES SCHEME IMPROVEMENTS NOT SHOWN. NOT RENDERINGS TO BE APPROVED UNDER OFFICE BUILDING PERMIT APPLICATION. THIS SHEET IS FOR REFERENCE ONLY FOR WAREHOUSE BUILDING PERMIT --__ �a�l►�� W e 0 WEST -EAST SECTION -OFFICE BUILDING • -'� � _ lid uses ... _:? �e'r;:; • �— �°=� � � �■,�� �i� II � '_� III'►� �.L.� I!FII © imp I .~i 0'-0^ FLR FIN. —%.X%'I T.O. CON 6LA� B 0'-0� FLR FIN.—X.XX'I L T.0- CONC SLAB_ a L STUDS AT 16" 0.0, POR EXPANSION JO NT ACCENT COLUMN. I I SELF- LEVELING GROAT FLR FIN. V%%%.%X' AT SIDEWALK. T,0. CONL SLAB 1' --------- DONT. BITUTHENE >000 BE A 8"" ADHESIVE ROBBERIZED .dpl. ASPHALT/ POLYTHYLENE WATERPROOFING MEMBRANE. IN PER MPR. RED. SECTION AT VERT METAL COLUMN SECTION AT HORIZ. METAL SIDING TYP. SECTION AT SIDING SECTION AT ENTRY a F SCALE: 1"=1'-0" rvoresTYPicAL SEcriory a,THIs sHEEI, u.O.rv. SCALE: 1"=1'-0' NOTES —CAL THIS SEcriorv, u.o.N. SCALE: 1"=1'-0" NOTES T—AL SECTION 1. THssHEE. U.o.N. V SCALE: 1"=1'-0" NOTES 111CAL SEcnory a, THIS SHEET, U.O.N. RIGID 0''0' FLR FIN. lXXX.XX9 T.0, Cy 6LAB GRID /AMES-SEE SHEET A- GALV. CONTINUOUS 20 GA. GALV. CLIP 12�' WIDE B 60° O.C., 4W O.C. FOR z1T' WALLS AT CLE6 COPING, SLOPE TO ROOF, PER DETAIL e I-1/2" SS RING SHANK NAILS I2 PER CLEAT SALE AND 2 PER CONTINUOUS CLEAT, EACH SIDE EACH FACET SHEATHING. in��� C CONTINUOUS 5-400 - w VENT STRIP, TYP, CONT. SEALANT 40 % 1-1/2^ SS SCREW - _ / WASHER PROVIDED MEMBRANE ROOFING F, (MIN, 4 PER CLEATI - WRB BLDG WRAP 0/ EXTERIOR SHEATHING. ATTACH PER MFR. RED. NOTES: 1. TPo MEMBRANE MUST BE PRIMED WITH TPO SNAP -ON COPING CAP - TAPt PRIME"ASH WHERE THE TPO MEMBRANE 10' LENGTHS 22 OA COPING CAP - MEMBRANE CONTACTS TAPE. PITCHED TO INSIDE PER 2. CANT STRIP NOT SHOWN 20 GA. GALV. 1^ SINGLE -LOCK STANDING DETAILS 1 AND 2 IN 1. CONTINUOUS CLEAT - SEAM JOINTS AT 10' OC. COORDINATE COLOR PER TPO BONDING CEMENT 10'-0^ LENGTHS MAX. FILL JOINTS WITH ELEVATIONS SEALANT A CRIMP AWAY WALL (OR LUR CONCEALED N' WIDE FROM WEATHER. SPLICE WITH 15) 6TAINLE66 STEEL TPO ANCHOR DISK PREFORMED CHANNEL RIVETS IN JOINT FILLED WITH ACCEPTABLE FOR WATER CONTROL W/SEALANT FASTENER 12" O.C. MAX. NAIL 1211 O.L. MA%. TPO MEMBRANE - RUN UP I - AND OVER TOP NAILER UNDER LOPING FLASHING ro Mk I b / TPO BONDING CEMENT _ ✓ONi 0�' MIN IPOR ADHERED SPEC ONLY MIN = N' MAX < 20^ 1/01 ALLOWANCE ON BOTH SIOES tRMINATION STRIP FOR WALL VARIATION RTSI WITH TAPE (MAXIMUM WALL THICKNESS( ROOP INSULATION A SECTION A OUTSIDE CORNER INFORMATION FOR REF[RENC[, ONLY. ROOF DECK INSTALL PER MFR. REOUIRE.ENT6 TYP. CONT. VENT AT PARAPET %1 TYPICAL COPING FLASHING DETAILS i1 TPO ROOF AT PARAPET/CURB SCALE: 3" =1'-0" 21-2BA43 SCALE: 1 1/Z' = 1'-0" 21-24A43 NOT TO SCALE 21-28A43 PENETRATION FLASHING 2 1/2n MEMBRANE PENETRATION FLASHING PRE -DRILL HOLES FOR MEMBRANE AT JAMB NOTE: CONTRACTOR TO VERIFY ALL DOOR CLOSER PER LAP WRB 4^ OVER FASTENERS 6 APPLY DIMENSIONS IN THE FIELD, REFER TO TENANT STANDARDS _ METAL HEAD FLASHING SILICON[ BASED SHEET A4,4 FOR ADDITIONAL PARALLEL ARM A� HEAD i SEAL w/ NON -SKINNING SEALANT INTO HOLES SPECIFICATION INFORMATION. MOUNTING SHOWN BUTYL SEALANT PRIOR TO SITTING TOE BEAD OF SEALANT FASTENERS METAL DRIP SET IN ALUMINUM $ SEALANT PEMKO 346 FIBER CEMENT PLANK STOREFRONT SYSTEM _ STOREFRONT C OR D MATCH HRDWR a/ WRB BLDG WRAP o/ FINISH AT OONLY)ER MIT ETHRESHOLD AND EFRAM FRAMING, TYPNG SR EABAGKANTPROVIDE AT JAMB M.N. 110 GAP, WEEPS AT - O.C. DO NOT CAULK METAL SILL PAN ALUMINUM STOP w/ EXTERIOR M[N. 1/0" GAP WEATHER STRIPPING SELF ADHERING HEAD, JAMB, 6 SILL MEMBRANE _ SHIM AND BALKER ROD w/ CAULK I B JAMB _ WITH CONT. SELANT I ALUMINUM 0 GLASS I SHIM AND DACK[R ROD WtATH[R RESISTANT I SHIM AND SACKIR DOOR WITH CONY. SELANT BARRIER IWRBI I ROD WITH CONY, LAP PENETRATION SELANT ALUMINUM THRESHOLD METAL HEAD FLASHING FLASHING MEMBRANE EXTEND WRB TO EDGE OF I [%PANDING FOAM CAULK GAP SET IN CAULKING VERIFY OVER WRB I ARD. THRESHOLD PROFILE w/ METAL CND DAMS ROUGH OPENING UNDER TENANT IMPROVEMENT WEATHER RESISTANT PENETRATION WRAP 0 SEAL TAPE FLOOR FINISHES c E%PANDING FOAM TAPE BARRIER IWRBI USING DOUBLE- STORED TAP[ I u s o S © THRESHOLD-------------J F x N ALUM. BOAIA'RDS IS TRIM 9TOEFRONT SYSTEM J ANGLE AT CONCRETE SLAB u_ b STOREFRONT R% SLOPE) EXTERIOR EXTERIOR EXTERIOR CAULK GAP ><� AHEAD ©SILL ©JAMB OPLAN VIEW- OUTSIDE CORNER TRIM OPLAN VIEW- INSIDE CORNER TRIN it SECTION AT STOREFRONT DOOR 6 TYPICAL FIBER CEMENT SIDING DETAILS FIBER CEMENT SIDING SHALL BE INSTALLED IN ACCORDANCE WITH 20101BC SECTION QUALITY AND OF ASTM 1BER TYPE A, AND SHALL BE 40 IDENTIFIED ON ACCORDANCE LISTING AN APPROVED OU14041 CONTROL AGENCY SCALE: 3"=1'-0" 21-28AAS SCALE: 3"=1'-0' DETAILS BASED ON FILES PROVIDED ON THE MFRWEBSDE FOR FASTENER SPECIFICATIONS AND COMPLETE INSTALLATION INSTRUCTIONS REFER TO APPROPRIATE DOCUMENTATION ATWMWM.JAMESHARDIECOMMERCIALCOM. ImI- po _- mill. _0 0 0 0 ©- FROM MOIBNR[Y E%TERI. WALL Pux� STAPLES �\ AT "LL DO NOT NE ATTAEDGOWER ELATLTHIS GTE'_ STEP: 1 INSTALL TO EXTEND OVER ENAPPOVED D CARS OF SILL PAN PERR.1HDOWEALANT MANUF.� A6HRR OVER Eno DA..- WRIER INSTALL PER MIR. RED. FOR AIR -BARRIER 'EAL ALL AN J.LEEOINTS TOP FLATS SEAL AN. NAILGAME SET WRD lR Y pP'YAL T WINDOW NDOWEINNPAN TO R BUTYL TAPE WWo SHEATHING ,UH S�vw IS INSL ROI WINDOW I TO FPAN I—AL .11 RED W, WEATHER VEND ERTICALLY I[yl; NNIHE R[O. BARRIFORES I AIRA b1FASTENERS RIIS I LL PER MIR WINDOW TIC LAPPED A E PER NDARDS OR AIR BARRIERSTdAMFRCGE. S I I I V. fl BUTROTAP[AIAPPRW DTAPIOE ROPER LIEUANT OF TAPEIE I RISTAITI p- WINDOW SEAUNIT UEED USED IN SEAL IRS ATFRAMEANANT AT D ROUGHTION w/ DU YL TAPE BOTTOM N NG, AND, PROPERLY TNTESRATE WITH MISS. WIRE NOTES: t INSIDE- d OUTBID[ -WRAP; APPLY ONE LATER OF 36•-WIDE BREATHABLE MEMBRANE FROM —RIES IN THE GAME MANUFACTURER AS THE WRI PRIOR TO OM THE BOTTOM OF THE WAL1. INSTALL WEATHER RE L EENSURE THAT WTHE EDGE$ OFEATHERBOARDNTHE LAYERS OFFASHION NWRSRARE STA .. RED ATD. TAPE ALL JOINTSEOFTWRB WITH S" WIDE BUTYL TAPE AS APPROVED TO CREATE A COMPLETE AIR-R- TESURFACES R RIER SYSTEM a. WHERE OCCUR INsiau vavrtosxELO S.A.M. THrtou$uouT. EXTERIOR AIR -BARRIER SYSTEM 4 WRB INSTALLATION NOT TO SCALE 21-2BAaa NOT TO SCALE 21.28A44 EXTERIOR SHEATHING NOTES: STEP STEP STEPS SURE CAVItt % / i , 1. INSTALLATION TO BE COMPLETED PABRIC TO PACE / \ IN ACCORDANCE WITH THE WEATHER _ $ MANUFACTURER'S SPECIFICATIONS. INSTALL SINGLE -SIDED �O �ObR I 2. PRODUCT SPECIFICATIONS IN THIS HEADTFLASHINGER \ w DETAIL ARE AS SHOWN OR TAPEMETAL HEAD POVER LEELASHING' / APPROVED EpUAL. DETAILS ON 6HIN0 THIS SHEET ARE BASED ON T TopRE HEAD IONESTALL WRB PER \ SPECIFICATIONS BY MASONRY FLANGE IF O.C�A TAIL \ TECHNOLOGY INC. P LAYER INSTALL METAL HEAD PLASHING T[NOD WRB TO EDGE COMMERCIAL TYVEK S.LAMSS SEAL DRAINAGE PLANE EXPANDED METAL LATH DOUNBLAS oOEDE DTA LL To (SURE CAVITY SC 5016, ONE PIECE SLIP JOINT EXPANOUN. F�WMFTTAAPE \\ ACTIVATE ADHESIVE \\ THIN BRICK TILE A SC 80921 WALL FRAMING PER CAULK BACKER ROD PER AROUND VON OBME• FROM MEWRBI PLAN 01 LAYER NDOWS IP UNDER MEMBRANE BACK -WRAP FABRIC MORTAR COMMERCIAL FOR BUG SCREEN RPER F ECOMM[HDATIDNB 'HIMAT BILL d ATTAL f DRAINAGE PLANE (SURE TYVEK STEP: ] STEP: $ ST : g CAVITY SL 5016, SC 5092 SHEATHING METAL LATH \ WEEP SCREED / \\ SCATCH COAT ILR 9501 I FLASHING TO RUN DOWN VARIES ONTO FOUNDATION WALL 1\ THIN BRICK TILE ANDINI FOAM TA ATE'P/4' A MIN. OF A. —WEEP SCREED COU_IETNTSRTOFTFBALK RFHFRAMEADS de DEFLECTOR / OISOMETRIC (WIND tSO.1 PLAN VIEW JAMB SILLS 1gy AT FOUNDATION WALL VERTICAL CONTROL JOINT AT BRICK TILE i1 EXTERIOR STOREFRONT WRAP DETAILS AT FRAMED WALLS.)` FLASHING DETAILS AT THIN BRICK TILE NOT TO SCALE 21-28Add NOT TO SCALE 21-28A43 TPO PIPE FLASHING TPO PEEL d STICK RAIN HOOD WITH CLAMP AND TPO LAP CAULK PIPE FLASHING HIGH TEMPERATURE SEALANT TPO LAP CAULK IBY OTHERS) e \ TPO MEMBRANE 1 DOWN SHEET METAL DOWNSPOUT ATTACHED TO 1 I" 5^ EXTERIOR WALL REFER TO PIPP[ FEEL & STICK PLANS d ELEVATIONS FOR SECTION LOCATION.. TPO SEALING / 1'-O' A.F.F. MASTIC ----- CLAMPING RING TPO SEALING ' <—TPO MEMBRANE 1/4' FORMED GALVANIZED IBY OTHERS) TPO PRE -MOLDED MASTIC STEEL AT ALL DOWNSPOUT _ja_ LOCATIONS. PAINT TO PIPE FLASHING CLAMPING RING 3 MATCH WALL. H T TPO ANCHOR DISC AND IBY OT ERSI - - ACCEPTABLE FASTENER )NOTE ¶ RUBBER GASKET BETWEEN ROOF INSULATION SOUAR[ METAL DOWNSPOUT TPO ANCHOR DISC AND A.F.F CIRCULAR ROOF PROJECTION ACCEPTABLE FASTENER (NOTE I AND CLEAN OUT, TYP. METAL AMC TPO LAP CEMENT ROOF INSULATION TPO BONDING CEMENT OUTER PIPE SLEEVE 3 METAL AWN NO [FOR ADHERED SPEC ONLY) HERMAL INSULATION RAIN WATER LEADER / REFER TO SCHEDULE SHEETS NOTES: IIF SPECIFIED) CLEAN -OUT TO STORM FOR ADDITIONAL DIMENSIONS 1. WITH MECHANICALLY FASTENED SPEC., MEMBRANE MUST BE MECHANICALLY GRAIN, TYP. CODRDINATE W/ AND INFORMATION, ATTACHED WITH TPO ANCHOR DISC ON S' CENTERS AROUND PROJECTION, TPO TAPE PRIMER/WASH FIN. GRADE LINE MECHANICAL d CIVIL 2. DO NOT OVERLAP THE FLANGES FROM ADJACENT PIPE FLASHINGS. TPO BONDING CEMENT 9. ANY SEAM UNDER BOOT FLANGE TO BE TREATED AS TINT. IFOR ADHERED SPEC. ONLTI CCCC�J���JJJ ELEVATION SECTION AT CANOPY � TPO AT PIPE PENETRATION TPO AT HOT PIPE PENETRATION B , DOWNSPOUT PROTECTOR `7gv , zvzaAaa V NOT TO SCALE zt-zeAaa `J NOT TO SCALE z1-z A°° ( 1 2 / zvzeaaa SCALE :11Y2"=1'-tl' `/ SCALE: 11/2"=VZ' FIELD SPLICE, WELD STAIR RAIL SEE 8 GRIND SMOOTH DETAIL 5 IFIELD TRIMMING MAY BE RE. -DI TOP VIEW VAX BI V/G" END VIEW ELEVATION %1 HANDRAIL EXTENSION - BOTTOM SCALE: 3/4" = 1'-0" z1-zeAns STAIR RAIL SEE --- DETAIL R426 1 1/2" T_D. 3 TOP VIEW — E FIELD SPLICE, WILD 8 GRIND SMOOTH IFIELD TRIMMING MAYBE RE001 MIN. 16 GA. BACKNG BT OTHERS 1/2" IN, 0 WAGNER STYLE B HANDRAIL BRACKET W/ I!1 612 S[LF-DRILLING SCREWS SECTION B It STUD WALL) UWA..ER STTL[ B HANDRAIL BRACKETUI1/4"- K 2° DRIVE NAIAILS POINT 'A 1i_yii SECTION B I� CONC. WALLI e° 1 1/4"- PIPE 11.88" OD. K POINT 'B' C i END VIEW ELEVATION 11" SECTION ---- SECTIONA n HANDRAIL EXTENSION - TOP EXTENS n HANDRAIL ION AT WALL SCALE: 3/4" =1'-0" zt-zSAas SCALE: z1-zeAas 1 8/16" I I/2" 1 1/2^ 11/2' I I/2" ONEll PPI a—.. TOP VIEW BETWEEN HANDUIR[D = 4'-On BETWEEN HANDRAILS FIELD SPLICE. PLICE WELD 8 FI[LO E W[LO AT EXTERIOR RAMPS GRIND SMOOTH A GRIND SMOOTH AND STAIRS. ! 5/G. GATES PRAMS 121 G1/4" MOUNTING �LANOING -------- PLATES ANCHORED c GTAIR RAIL GEE � STAIR RAIL S[[ TO WALL IBACKINO DETAIL R426 _ _ _ DETAIL R418 _ BT OTHERS MR" MIN. LATCH r " A��k SIDE IF DOOR z ------- 1------- 1 ,{�P `\EGATELHINGE _ IN ARD 1GWIMIN IP DOOR JIT ? SWING OUT END VIEW ELEVATION END VIEW ELEVATION ELEVATION n HANDRAIL TRANSITION HANDRAIL TRANSITION i1 SECURITY GATE - SINGLE i1 ENLARGED PLAN - EXT. STAIR " " ^ 21-�Aas � V SCALE: 12"=1'-0" cc TO PRO WOE sHOP EXT. AP—VAL .. SCALE: 3/4" = 1'-0" z1-zeAns � SCALE: 3/4" =1'-0" zt-zeAas � SCALE: 3/4" = 1'-tl' TOP VIEW ENDVIEW ELEVATION END VIEW KICK PLATE ELEVATION %`v1 GUARDRAIL AT STAIR GUARDRAIL AT LANDING `� SCALE: 3/4"=1'-0" zvzaAas 3 SCALE:. V." -- I■�■I■I�l� L� .. II �i �101III-, EXTERIOR FINISH NOTES FIBER CEMENT SIDING SYSTEM ALL PROPOSED SIDING VENEER SHALL BE INSTALLED IN ACCORDANCE WITH ASTM C1186, GRADE 11, TYPE A (FIBER CEMENT PLANK BIDING) RECOMMENDATIONS. EXTERIOR SYSTEMS SHALL BE 60 IDENTIFIED WITH LABELING LISTING FROM AN APPROVED QUALITY CONTROL AGENCY. ° JAMES HARDIE IOR APPROVED EQUAL) FIBER CEMENT 5IDING PRODUCT GENERAL REQUIREMENTS: f A. INSTALL PRODUCT SYSTEM PER MPR, REQUIREMENTS FOR BO YEAR LIMITED WARRANTY FOR NORTHWEST ZONE, B. WHEN INSTALLING JAMES HARDIE PRODUCTS REFER TO w O e TECHNICAL AND INSTALLATION BULLETINS FOR EACH PRODUCT. CLEARANCE DETAILS, FLASHING AND FASTENER REQUIREMENTS WITH SPECIFIC ARRANGEMENTS AND TYPES OF FASTENERS ARE o P Sao = 3 € REQUIRED FOR EACH TYPE OF APPLICATION. u ga f C. ADJACENT FINISHED GRADE MUST SLOPE AWAY FROM THE uj WITH CODES - ® OF W IN THEAFIRSTLDOING TYPICALLYNAAM NIMUMNCE o S 0. DO NOT USE WALL SIDING IN FASCIA OR TRIM APPLICATIONS. DO NOT INSTALL JAMES HARDIE PRODUCTS, SUCH THAT THEY MAY REMAIN IN CONTACT WITH STANDING WATER, DO NOT USE STAIN ON JAMES HARDIE PRODUCTS, E. PROVIDE Z-FLASHING AND SEALANT AT ALL HORIZONTAL JOINTS AND TRANSITIONS PER MFR REQUIREMENTS. F, REFER TO BUILDING AND WALL SECTIONS ON SHEET A41. HALF -SCALE ON 11X17 U) /11 METAL PANEL SIDING SYSTEM W V METAL WALL PANEL SYSTEM TO BE INSTALLED AND ATTACHED TO THE PLYWOOD SHEATHING PER MANUFACTURER REQUIRED DETAILS l 1 Z V AND SPECIFICATIONS. ATTACH WITH #10 PAN HEAD FASTENERS AT MIN. 12- O,C. IN LOCATIONS NOT SPECIFICALLY ADDRESSED IN THE RESUB Jun 11 2024 W SPECIFICATIONS. J LW^L D remTMu. U) m _I W LL Z LL W O Q O s >w$ W - a a 2i �z IN UOw °3N 3:2-�, 0.2 JWx.WN (D Zno°Nc FURN / INSTALL LEGEND ■ FCIC: FURNISHED BY GC, INSTALLED BY GC FDIC FURNISHED BY OWNER/TENANT, INSTALLED BY GC NIC: NOT IN CONTRACT IALL FURNITURE SHOWN 16 NICE UO.N) DOOR SCHEDULE O Foa;oN,s, WINDOW / GLAZING SCHEDULE OA Foa o�nnoNt6, 1 WINDC SCALE. DOOR TYPES: NOTE: SEE DOOR A 6CALE:1/4" • 1'-0" WINDOW SCHEDULES FOR DETAIL REFERENCES. UO N. SEE RED . NOTE H SIGNAGE \ NOTE A. b L 3 b \ SEE DOOR \ \ SCHtD. = _ O EXTERIOR O EXTERIOR © INTERIOR O INTERIOR MAX U-FACTOR: GAGMAX U-FACTOR. 0.60 SOLID CORE WOOD SOLID CORE WOOD ENTRY GTOREPRONT W/ ENTRY STOREFRONT W/ DOOR W/ TEMPERED DOOR, STAIN COLOR TEMP. SAFETY GLASS TEMP. SAFETY GLASS SAFETY GLASS. STAIN PER OWNER COLOR PER OWNER PROVIDE NOM 1X4 OR 2%4 CEDAR OR HARDIE TRIM AROUND OUTSIDE OF EXTERIOR DOORS 8 WINDOWS AT HARDIE PLANK SIDING LOCATIONS. 1)L6" R.O. 4'-4 I/2" 4-4 1/2" ELLIF-1 OD EXTERIOR OE EXTERIOR OF EXTERIOR MAX U-FACTOR: 0.58 MAX U-FACTOR, 0.38 MA % U-FACTOR: 0,38 STOREFRONT PER STOREFRONT W/ STOREFRONT PER SCHEDULE TEMPERED SAFETY SCHEDULE GLASS PER SCHEDULE A C EXTERIOR B C EXTERIOR MAX U-FACTOR: 0,38 REFER TO SAFETY GLAZING MAX U-FACTOR: 038 STOREFRONT W/ NOTES UNDER GENERAL STOREFRONT W/ TEMPERED SAFETY SCHEDULE NOTES FOR SAFETY TEMPERED SAFETY GLASS PER SCHEDULE GLAZING REQUIREMENTS. GLASS PER SCHEDULE _ n uL- 5 J I 1 II II II II _ FIRST/s[coNo F.F. —J II II OG EXTERIOR OH EXTERIOR MAX U-FACTOR: 0.58 MAX —ACTOR: 058 STOREFRONT PER STOREFRONT W/ SCHEDULE TEMPERED SAFETY GLASS PER SCHEDULE OI INTERIOR 1/N' TEMPERED SAFETY CLASS OJ INTERIOR 1/4^ TEMPERED SAFETY GLASS GENERAL SCHEDULE NOTES A. FIELD VERIFY EXISTING FRAME SIZES. B. LOCATIONS OF SAFETY GLAZING: OPENINGS WITH A VERTICAL EDGE WITHIN 24" OF A DOOR OPENING AND THE BOTTOM EWE BELOW - A.F.F., AND. OPENINGS MEETING ALL OF THE FOLLOWING. 1. BOTTOM EDGE LESS THAN I&' PROM FLOOR, 2. TOP EDGE GREATER THAN 36" ABOVE FLOOR. 3. GLASS AREA GREATER THAN S SQUARE FEET. 4, WALKING SURFACE WITHIN 38" OF THE GLASS UNIT, OTHER LOCATIONS AS REQUIRED BY THE IBC SECTION 24064, AS REQUIRED FOR STRENGTH, OR AS RECOMMENDED BY THE GLASS MFR. DOOR SCHEDULE NOTES: A. REFER TO FLOOR PLANS, SHEETS A2,11 AND A 2 FOR ADDITIONAL DOOR AND HARDWARE NOTES. B. MAIN ENTRY DOORS SHALL HAVE A KEY LOCKING DEVICE. THERE SHALL BE A READILY VISIBLE DURABLE SIGN ADJACENT TO THE DOORWAY STATING, 'THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED.- THE SIGN SHALL BE IN LETTERS NOT LESS THAN 1" HIGH ON A CONTRASTING BACKGROUND. THE USE OP THE KEY -OPERATED LOCKING DEVICE IS REVOCABLE BY THE BUILDING OFFICIAL FOR DUE CAUSE. C, EXIT WORE SHALL BE OPERABLE PROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 0. BARRIER FREE ENTRANCE REQUIREMENTS: LANDINGS AT DOORS SHALL BE NOT LESS THAN 60 INCHES IN WIDTH AND IN LENGTH ON THE DOOR SWING SIDE. FLOOR AND/OR LANDING ADJACENT TO ODOR SHALL BE NOT MORE THAN 1/2^ INCH LOWER THAN THE THRESHOLD OF THE DOORWAY. E. EXTERIOR LANDINGS SHALL NOT SLOPE MORE THAN 1/4 INCH PER FOOT. F. NEW SWING DOORS TO BE LOCATED 4- OFF ADJACENT PARTITIONS TO ALLOW FOR DOOR TRIM, U.O,N, G. ALL DOORS IN EGRESS PATH TO PROVIDE FREE EGRESS. H. DOOR SURFACE: DOOR SURFACES WITHIN 10 INCHES OF THE FLOOR, MEASURED VERTICALLY, SHALL BE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR, PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN SUCH SURFACE SHALL BE WITHIN 1/16 INCH OF THE SAME PLANE AS THE OTHER, CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. I. VISION LITER. DOORS AND SIDELITES ADJACENT TO DOORS CONTAINING ONE OR MORE GLAZING PANELS THAT PERMIT VIEWING THROUGH THE PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE PANEL ON EITHER HE DOOR OR AN ADJACENT SIDELITE 43 INCHES MAXIMUM ABOVE THE FLOOR. HARDWARE SCHEDULE NOTES: REQUIRED INTERIOR SIGNAGE ACCESSIBLE ENTRANCES, ACCE' BE IDENTIFIED WITH STANDARE AT COMPLY WITH ICC/ANSI I PERSONS ALONG APPROACHING THE INTERNATIONAL SYMBOL 0 IDENTIFY FACILITIES THAT ARI BE A WHITE FIGURE ON BLUE I FEDERAL STANDARD BBSA f. BRAILLE: CONTRACTED GRADE BRALLE IS REQUIRED. DOTS T( CELL WITH O2 INCH SPACE BE MIN. OF 0.025 INCH ABOVE THE CHARACTERS: LETTERS AND NU WIDTH TO HEIGHT RATIO OF I WIDTH TO HEIGHT RATIO HE- REC E S S O CHARACTERS OR SYI RA BED OTYPERECESBED A MINNT RAISED LH INCH / SERIF CHI AND RECESSED CHA HAVE A 114 INCH MIN, STROKE FURN / INSTALL LEGEND ■ PC 1: FURNISHED BY GC, INSTALLED BY GC FDIC FURNISHED BY OWNER/TENANT, INSTALLED BY GC NIC: NOT IN CONTRACT IALL FURNITURE SHOWN IS NIC, UO.NJ ICGAN81 SECTIONT804A. GO. MIN. WIDE CLEARANCE, PERP. FROM 61DE WALL AND SUP THIS DIAGRAM IS FOR MIN, DEEP CLEARANCE PERP, FROM REAR MOUNTING HEIGHT REFERENCE WALL IN SINGLE STALL TOILET ROOMS. PURPOSES, ONLY, SOME OF NO OBSTRUCTIONS WITHIN THIS CLEARANCE. THESE FIXTURES MAY NOT BE PROVIDE 2X8 INSTALLED IN TH15 PROJECT. BLOCKING BEHIND 96" GRAB BAR LOCATED ALL FIXTURES MAX E" FROM SIDEWALL 18" R5 11/4" 11/2 VERTICAL GRAB BAR 5 ' MIN. 42� GRAB BAR O TO 1X. 30"-41^ ILET PAPER DISPENSER R® MGRABB OUNTING 0 50AP J w III G '. MIRROR REFER NA TO a D !TAIL !TAIL e GPCI � ; m 3 z n � v SEAT COVER LAVATORY R • oISPENSEa O REFER TO DTL OO aANO oaYEN SIGNAGE ".ITANaEsaooMs TOILET FOR ADD'L MIN. aoa CLEARANCES %1 TYPICAL MOUNTING HEIGHTS DIAGRAM - RESTROOM FIXTURES SCALE: 12"=1'-0" i. wsrRATE. FOR RED. cLEARAN.E. REFER To F RPLAN FOR LAY-i. MAX. EXPOSED PIPESANDSURFACES r30"X40" CLEAR ' UNDER LAVATORIES: I FLOOR SPACE WATER SUPPLY (BOTH HOT AND I COLD) AND DRAIN PIPES UNDER I O LAVATORIES SHALL BE INSULATED = I OR OTHERWISE CONFIGURED TO 48^ MIN. PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURPACE6 UNDER LAVATORIES. 5 MIN. 5 LAV CLEARANCES SCALE: 12" = 1'-0" 21-20Aa1 p Dii�ioo� W.rom � DRINKING FOUNTAIN SPEC PER TENANT, ELKAY MODEL [DPP21]RAC SHOWN. LOW -ADA DRINKING FOUNTAIN OPERABLE HT: 3fi" MAX. EQUIPMENT PERMITTED IN HIGH - SECOND SHADED AREA DRINKING FOUNTAIN OPERABLE HT: 38"-43" M. MIN, KNEE 6° MAX N TOE CLEARANCE CLEARANCE 1�-5" TO a NOTE: A WHEELCHAIR `-l" MAX,. ACCESSIBLE DRINKING FOUNTAIN MIN.UNIT LOCATED 2]" EXACTLY ABOVE THE GROUND OR FLOOR IS I w v CAN[ DETECTABLE AND WALL IT PROTECTION I6 NOT REQUIRED. CLEAR THE 2]" HEIGHT 15 EFFECTIVELY FLOORAN ABSOLUTE DIMENSION BECAUSE IT I6 THE MINIMUM — REQUIRED FOR KNEE CLEARANCEWALL PRTION - AND THE MAXIMUM SPECIFIED IF COATED IN _ T.1- FOR CANE DETECTION. ICL/ANSI A112o08 FIG. 507,2 8 PATH OF TRAVEL+ �,.6, 602.2 AND IBC SECTION 1003.3 n DRINKING FOUNTAIN CLEARANCES SCALE: 12" = 1'-0" 21-28MI ADA (PER ICC/ANSII COMPLIANCE REQUIREMENTS FOR APPLIANCES: TOP -FREEZER REFRIGERATOR REQUIREMENTS: • 1009 OF THE FRESH FOOD SPACE AVAILABLE BELOW 54 INCHES • SOX OF THE FREEZER SPACE AVAILABLE BELOW 54 INCHES CONTROLS MUST. BE BELOW 54 INCHES • BE OPERABLE WITH ONE HAND AND NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST • REQUIRE FORCE OF LESS THAN 5 LBS TO ACTIVATE DISHWASHER REQUIREMENTS [IF PROPOSED ON THIS PROJECTI: • MAXIMUM HIGH FORWARD REACH FOR CONTROLS AND OPERATING MECHANISMS 19 48°I MAXIMUM LOW FORWARD REACH IS 15". • CONTROLS AND OPERATING MECHANISMS MUST BE OPERABLE WITH ONE HAND AND SHALL NOT R[OUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO MORE THAN 5 LBS, • ALL RACK SPACE SHALL BE ACCESSIBLE FROM THE FRONT OF THE MACHINE FOR LOADING AND UNLOADING DISHES. MICROWAVE REQUIREMENTS: • MAXIMUM HIGH FORWARD REACH FOR CONTROLS AND OPERATING MECHANISMS 16 48'I MAXIMUM LOW FORWARD REACH 15 15". • CONTROLS AND OPERATING MECHANISMS MUST BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST, THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO MORE THAN 5 LBS. aF �f NO SHELF A2 [p SELTIONSi- `9 BREAK ROOM INTERIOR ELEVATION SCALE: 1/2"=1'-0" zt-zeasz CA I UPPER CABINETS WITH " ADJUSTABLE .EL. SHELVES. -PROVIDE 18" DEEP SHELF AT MICROWAVE - P-LM2 BASE CABINETS AT A HT.d ADJUSTABLE MEL. SHELF I. SHOWNI 710"CLEAR I I 7 1 11 I 5'-0" MINEl I o V-0" MIN, ILLUSTRATED FOR CLEARANICES. F I REFER TO PLAN FOR EXACT FIXTURE ORIENTATION, I I - N. 3 TYPICAL RESTROOM ELEVS SCALE: 1/4"=1'-tl' REFER TO DErna1 FOR FIxruRE Mourvnrvc HElcHrs CENTERLINE OF SIGN: MOUNT ON CENTER OF 6" IN. DOOR IF SWINGS INTO THE RESTROOM, OR V FROM DOOR FRAME ON WALL ADJACENT TO LATCH SIDE OF RESTROOM DOOR TO ALLOW FOR 18.k CLEARANCE IN FRONT OF BRAILLE. 5 _0� AF.F. ■ aa� MIN GENDER NEUTRAL RESTROOM SIGNAGE PICTOGRAMS SHALL HAVE A FIELD WITH A HEIGHT OF G" MIN, CHARACTERS OF BRAILLE SHALL NOT BE IN THE PICTOGRAM FIELD. PICTOGRAMS AND THEIR FIELDS SHALL HAVE A NON -GLARE FINISH. PICTOGRAMS SHALL CONTRAST WITH THEIR FIELDS, WITH EITHER A LIGHT PICTOGRAM ON A DA SIGNRSHALLLL OR A COMPLTDARK W WITH ICTRAOO/ANSM 1ON1 SECTION 705 LL i1 TYP. ADA RESTROOM SIGNAGE SCALE: 21-2w01 NorE. PARALLEL APPROACH ALLOWED IN BREAK ROOM AREA PER ADA SECTION fi0fi.2 EXCEPTION 1. �w ImmI �B.0. CEILING DOOR AS SPECIFIED / LIGHT SWITCH: DOTTED / LINE INDICATES LOCATION OF LARGER PLATE IP NEEDED FOR MORE SWITCHES THERMOSTAT ANCLE 2 3/4" HARDWARE SET AS SCHEDULED NOTE: LOCATE ELECTRICAL _ d TELEPHONE WALL OUTLETS d SWITCH PLATES AT NEAREST STUD FROM T SCALED LOCATION ON PLAN UNLESS OTHERWISE m o SPECIFICALLY NOTED. WALL MOUNTED FIR[ EXTINGUISHER DUPLEX OUTLET AND/OR FIRE EXTINGUISHER WALL TELEPHONE OUTLET CABINET PROVIDE BLOCKING PER MAR. REp. LOCATE PER FIRE FINISH =LOOK MARSH ALL REQUIREMENTS i1 TYP. MOUNTING HTS DIAGRAM SCALE: 12" = " "'AS' HOT WATER GOLD WATER SHUT-OFF VALVE PROVIDE SEISMIC BRACING PER COD_" DI -ELECTRIC UNION b 11/4" X 18 GA. STL STRAP ACME TEMP. AND W/ 5/8" LAG BOLT VALVE EXTENSION TO MTL STUDS OR LINE ANCHOR TO CMU WALL ® WATER HEATER 24X 24'MN' DEEP 22 GAUGE GALV. STEEL PAN WITH V DRAIN WATER HEATER TO DRAIN PIPE, ROUTE BE PLACED ABOVE TO EXTERIOR OF RESTROOM CEILING BUILDING AN EXPANSION TANK 15 RED, ON THIS PROJECT. GC 9U0 TO INSTALL PER LODE AND CITY REQ. NOTES, PIPING 15 DIAGRAMMATIC ONLY, FIELD VERIFY ACTUAL CONDITIONS. ANCHOR OR SUPPORT WATER HEATER TO BUILDING STRUCTURE TO RESIST SEISMIC FORCES PER UPC, GC TO INSTALL WATER HEATER SEISMIC BRACING WITH APPROVED COMMERCIALLY AVAILABLE STRAPPING KITS OR PER COUNTY AND WA STATE HEALTH DEPARTMENT GUIDELINES AND PROCEDURES. n WATER HEATER BRACING SCALE: 1" = 1'-0" 21-20A01 PLASTIC LAMINA PLASTIC LAMINATE IPLM2) AT ALL COUNTER TOP AND EXPOSED EXTER BACKS PLASH PLM11 SURFACES TYPR MELAMINE AT ALL CABINET INTERIORS TYPICAL (MWL) 3/4' ADJUSTABLE SHELF ON 2" OC. SHELF CLIPS INS SHELF AT SINK CABINET) 5l4" ADJUSTABL SHELF ON 2" 0.1 SHELF CLIPS Y' WIRE PULLS PROVIDE BLOCKI BEHIND CABINET IN WALL AS RE( BREAK ROOM BASE CABINET _, BREAK ROOM UPPER CABINET `� SCALE: 1-l'HO" zt-zenat `/ SCALE: 1-I'LO" zvzBA51 2x5 JOIST CEILING FRAMING AT 15" O.C. W/ ACOUSTIC BATT INSULATION. PROVIDE 5/8" GWB AT CEILING. PER PIN -----$ s8'-6" GWB CEILING _� 2X4 OR 2X8 WOOD STUDS AT 11" O.L. 15/G' GWB BOTH SIDES AND SOUND ATTENUATION BATT NSULATION IN WALL CAVITY. ALIGN NEW FINISHES WITH EXISTING. BASE PER SCHEDULE FINISH FLOOR GWB CEILING AT RESTROOMS SCALE: 3" = 1'-0" z1-2Ecez 5/8° GWB BOTH SIDES, U,DN, METAL OR WOOD STUD WALL PER PLAN. DOUBLE 1/2" STUD IINLL, NAILER) AT HEAD AND JAMB. WOOD OR PRE -FINISHED PER SCHEDULE KNOCK -DOWN METAL FRAME AND TRIM. FOR METAL FRAM[: ATTACH TO WOOD NAILER WITH DRYWALL SCREW, III NEXT TO EACH RETAINER O HEAD/JAMB SIM. CLIP PER MFR. RED. I/4' CLEAR TEMPERED SAFETY GLA66 PER SCHEDULE GLASS STOP 1/1 O SILL 5 INTERIOR WINDOW SCALE: 3" =1'-0" 21-25A62 FINISH FLOOR LEVEL THRESHOLD TRANSITION THRESHOLD THRESHOLD AT DOOR NOTE: INTER OR AND EXTERIOR THRESHOLDS SHALL BE NO HIGHER THAN 1/2 INCH ABOVE THE ADJACENT FLOOR LEVELS. EACH EXPOSED EDGE OF THRESHOLDS SHALL BE BEVELEG OR SLOPED AT AN ANGLE NOT TO EXCEED 45 DEGREES 50 THAT NO VERTICAL CHANGE OF ELEVATION EXCEEDS 1/4 INCH. `9 TYP. THRESHOLD NOT TO SCALE 21-zanez BRACE PER DTL� ACOUSTIC BATT INSULATION, EXTENDED 2'-0° BEYOND WALL AT ACT. S/8" GWB BOTH BIDES UO.N. 5-1/T M3, 20 GA (MIN, 3505125-30, UOAU AT 16" O.C. WITH CONY. STEEL TOP AND BOTTOM TRACKS. ATTACH TO FLOOR WITH POWDER ACTUATED FASTENERS AT 32" O.C. AND PER MFR. SPECIFICATIONS. BASE PER SCHEDULE FINISH FLOOR 1/8" FOAM TAPE I.T.EXROOF FRAMING ABOVE MIN 1 ANGLE AT EACH CROSS BRACE ACT CEILING TILE' - - �ACA . FIRE SECURED TO PER RCP - RESIST 6 PSF TRANSVERSE METAL EWE TRIM LOAD. FIRE TAPE AND SEAL ANY PENETRATIONS THROUGH GWB. BLOCK SPACER ABOVE AND PROVIDE RIGID STEEL BELOW GRID AT POINT OF C-STUD CHANNEL BRACE ! TONNELTION RUN GRID V-0" O.C. ATTACHED WITH HROUGHI SHEET METAL SCREWS, EACH SIDES, U.O.N. WITH LOAD, ALTERNATE SIDES ACOUSTIC BATT INSULATION PER WALL LEGEND, 2 TYPICAL PARTITION WALL n PARTITION HEAD BRACING SCALE: 3" =1'-tl' 21-zSAGz SCALE: 3" = 1'-tl' 21-2GA52 5/8" GWB BOTH SIDES, U.ON, 2X4 DOUBLE STUD IINLL, NAILERI AT HEAD AND PER SCHEDULE JAMB' PROVIDE BALKER ROD AND SEALANT AROUND PERIMETER, TYP. INSTALL PER MFR. RED. O HEAD/JAMB SIM. STOREFRONT SYSTEM PER SCHEDULE DOOR UNDERCUT 9/8" AT HARD SURFACE IBEYONDI BALKER RING AND SEALANT FINISH FLOOR tLEV. © BASE/THRESHOLD (STOREFRONT INTERIOR WINDOW SCALE: 3" =1'-0' 2v25AGz ICC/ANSI TABLE 404.2.3.1 MANEUVERING AT MANUAL SWINGING DOORS NOTES: 1. PROVIDE MIN. G-8" HEADROOM THROUGHOUT STAIRWAY. PROVIDE MIN. 35" CLEAR STAIRWAY WIDTH. 3. MIN. TREAD DEPTH = 19. MAX. RISER HEIGHT = T', MIN. RISER IT = 4" 4, PROVIDE CONTINUOUS HANDRAIL AT MIN. 34" TO MAX. 38" ABOVE TREAD NOSING, HANDRAIL GROSS SECTION DIMENSION 1-1/2° MIN. TO 2" MAX. WITH 1-1/2° MIN. CLEAR FROM WALL. RETURN RAIL ENDS. 5. PROVIDE FIRE BLOCKING BETWEEN STRINGERS AT MIDPOINT OF STAIR RUN, TOP, BOTTOM 8 ADJACENT WALLI51, 8. PROVIDE FULL 1-HOUR CONSTRUCTION AT ALL ACCESSIBLE AREAS UNDER STAIRS, 111 LAYER OF 5/8" TYPE'%' GW,S, FULLY TAPED THROUGHOUT. J. GUARDRAILS SHALL BE SPACED TO PREVENT THE PASSAGE OF A 4" CIA. SPHERE.. I' PLYWOOD RISER FINISH FLOOR 1 HANDRAIL 1 HARDBOARD TREAD WITH EASED L111" TYPE "I" GWB METAL HANGER 5/W GWB BOTH SIDES, UO,N, METAL OR WOOD STUD WALL PER PLAN. DOUBLE STUD IINLL. NAILERI AT HEAD AND JAMB. WOOD OR PRE -FINISHED KNOCK -GOWN METAL FRAM[ AND TRIM. FOR METAL FRAME: ATTACH TO WOOD NAILER WITH DRYWALL SCREW, III NEXT TO EACH RETAINER CLIP PER MFR. REG. A� HEAD/JAMB SIM. WooD OR METAL DOOR PER SCHEDULE. DOOR UNDERCUT 3/8' AT HARD SURFACE, FINISH FLOOR ELEV. 0-0' [B]THRESHOLD i1 INTERIOR DOOR SCALE: 3" =1'-0" 21-28M2 14 GA. " 1 1/2" " 1 1/2^ " 2 1/2" CLIP ANGLE EACH END MBED STEEL HANDRAIL OF BLOCKING TOP AND .34'L38" ABOVB BOTTOM r/ 2 - !10 " 1 1W SCREWS AT SLKG. 8 2 - + _ STAIR LANDING $10 SELF TAPPING SCREWS INTO METAL STUDS, I O 12 METAL GRIP RAIL SUPPORT It IMAX.I 32" O.L. FINISH TO MATCH HANDRAIL i + + 5,ea BI n0K1NG a ALL HANDRAIL END! SHALL HAVE MILLEI +L_T. RA ALL END -Y—Y- RETURN HANDRAIL ENDS TO WALL HANDRAIL AT STAIR V4+' MAx. CIF r, UI 11-2 CUT STRINGERS TYP. IU.D.N. ON 6TRULT, DWGSI 2"X4" STRONGBACK • CENTER STRINGER TYPICAL II GUARDRAIL NOTE: IfI2I PROVIDE 1-1/2� O.D. SLHED. 40 STL. GUARDRAILS AT ALL ELEVATED PATH OF TRAVEL 61TE AND BUILDING CONDITIONS OVER G". PROVIDE INTERMEDIATE VERTICAL SUPPORTS 6/8^ TYPE OR FINISH PROVIDE FIRE BLOCKING AT MIGRUN OF STAIR AT V-W SPACING, MAX„ FINISH COLOR PER OWNER. FOR ELEVATED CONDITIONS OVER A 30" RISE, GUARDRAIL TO BE 42" HIGH, MIN. AND 3/4" OR N INTERMEDIATE POSTS SPACED EQUALLY 80 THAT A 4" SPHERE CANNOT PASS THROUGH, FINISH COLOR PER OWNER. GUARDRAIL INTERMEDIATE POSTS NOT REQUIRED LEN THAN 50" RISE. CTYPICAL INTERIOR STAIRWAY n GUARDRAIUHANDRAIL AT STAIRS SCALE: 3/4"=1'-tl' 21-2w52 SCALE: 3"=1'-0" z1-2en53 CLR! _ CLR. TURNING CLR, TURNING _ DIAMETER DIAMETER \ S. MIN. / L \ 5 MIN. / NOTES. 1. ADD 6 INCHES IF CLOSER AND _ LATCH PROVIDED r —1 2. ADD 6 INCHES IF CLOSER 1. DOORSINASERIES 2. DOORS INASERIES PROVIGED A 5. DD 12 INCHES BEYOND LATCH i IB IF CLOSER AND LATCH — UL PROVIDED, 1,-go i CLR, N U8 — I I L �—TT 3. CASED OPENINGS 10 1 TYPICAL CLEARANCES AT DOORS SCALE: 1/4" = V-0" z1-zanez NOTBS. I. SUSPENDED CEILING SYSTEMS TO BE INSTALLED IN ACCORDANCE WITH THE PRESCRIPTIVE PROVISIONS OF THE MOST CURRENT 401 FIELD TECHNICAL INFO BULLETIN "SUSPENSION SYSTEM? FOR ACOUSTICAL LAY -IN CEILINGS, SEISMIC DESIGN CATEGORIES D, E, 6 F' FROM THE NORTHWEST WALL AND CEILING BUREAU. VISIT WE55ITE AT, Nno//www rcwc rn/e'/ee/nafou l/f ee/weouccee 1. PROVIDE CROSS -BRACING FOR SUSPENDED ACOUSTICAL CEILING SYSTEM G 11'-W O.C. BOTH WAYS WITH N0. 11 GAUGE WIRES PER ASTM C055 AND ASTM C030. B. THE HORIZONTAL RESTRAINT POINTS FOR THE LATERAL PORCE BRACING SHALL BE PLACED NOT MORE THAN 11' DO IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6' FROM EACH WALL, 4. TO FACILITATE INSTALLATION, MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED TO THE PERIMETER MEMBER AT TWO ADJACENT WALLS WITH CLEARANCE BETWEEN THE WALL AND THE �S2"PF$i\S3IDCCf'3�'SYj!E'�']:IlitiP„fG57^6i:�Z31•F� LEAST V IN ALL DIRECTIONS. 6. ALL CABLE TRAY AND ELECTRICAL CONDUITS SHALL BE SUPPORTED SEPARATELY OF THE CEILING, NON-COMBUSTIBLE STRUT CAPABLE OF RESISTING VERTICAL COMPONENTS INDUCED BY BRACING WIRES. FASTEN SECURELY TO STRUCTURE ABOVE. 11 G.A. VERT. HANGER WIRE 6 410° OC. BOTH WAYS 11 GA. VERT. WIRE TYP.I ! TURNS MIN, TYP.I MAIN RUNNER OR CROSS TEE 0" MAX NI. uQY ARMSTR' { X CROSS © COMPRESSION POST P00.RIVET THIS 610E ONL PROVIDE !/ FACIA MOLDING WPALL ALE • OPP. Peq MANUFACTURER ACOUS. TILE 1" PERIMETER WALL ANGLE c`I��"✓F" - "�`�"fie e - ATTACH MEMBERS • 'Hal PERIMETER 6 TWO ADJ. WALLS ONLY. HANNEL MOLOMG AT[RAL FORCE BRACING 4 EA 11 EA. WIRE SECURED TO MAIN © VERTICAL WIRE SPACING RUNNER WITHIN 1" OF CROSS TEE INTERSECTION 0 SPLAYED 90' FROM EA, OTHER IS- DC, IN BOTH DIRECTIONS W/PIRST POINT WITHIN ARMSTRONG 4-d' FROM EA. WALL. ATTACH AT ANGLE MOLDING TOP PER THESE SEISMIC DETAILS MAIN RUNNER CROSS TEE O LATERAL FORCE BRACING O ATTACHED TWALL MOLDING ARMSTRONG STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. ARMSTRONG ARMSTRONG MAIN BEAM MIN. 3 ' AT UN -ATTACHED WALLS MAIN BEAM IN. V ARMSTRONG ANGLE MOLDING ARMSTRONG STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO K[EP PERIMETER COMPONENTS FROM SPREADING APART, ARMSTRONG CRO66 TEE ARMSTRONG CROSS TEE MIN. 3/4" AT UN -ATTACHED WALLS IN. 1" O PERIMETER COMPONENTS O SEPARATION JOINT C NE LATERAL SUPPORT WIRE WITHIN 9" OF EACH CORNER FASTEN LIGHT AMTORE. SPLAY WIRES 3 SHOWN AND FASTEN TO BEAM OR IRE WI MIN. OF 3 WIRE TURNS EA, CONNECTION POINT. 11 GA, FIXTURE SUPPORT WIRES AT CENTER ENDS OF EA FIXTURE. FIXTURE SUPPORT WIRE SUPPLIED BY 0 TYPICAL SUSPENDED CEILING SEISMIC BRACING DETAILS `� SCALE: 3" = 1'-0' 11-1BAs3 S7! ENV -SUM PROJECT NOTES PER 201E WSEC ENVELOPE COMPLIANCE NOTES - BUILDING PERMIT CHECKLIST. 1 PER C103.2 ENVELOPE THERMAL PERFDRMANCE COMPLIANCE PATH: PRESCRIPTIVE PERFORMANCE WITH HIGH COMPONENT PERFORMANCE FENESTRATION U-FACTOR AND SHGL. 2, PER C305.1.1, C505,1.2, INSULATION IDENTIFICATION: GC TO VERIFY THAT IDENTIFICATION MARK SHALL BE APPLIED TO ALL INSULATION MATERIALS AND INSULATION INSTALLED SUCH THAT THE MARK IS READILY OBSERVABLE DURING INSPECTION. 3, PER CS03,1.3, C402.4,3: FENESTRATION PRODUCT RATING: FENESTRATION PRODUCTS SHALL BE LABELED WITH RATBD U FACTOR, SHGL VT AND LEAKAGE RATING U FACTORS SHGL AND VT VALUES ARE INDICATED IN FENESTRATION SCHEDULES, PER C303.11 C401.21. GENERAL INSULATION INSTALLATION REFER TO SECTIONS AND DETAILS ON SHEETS A4.1 THROUGH A4.5 FOR INSTALLATION METHODS, THICKNESS, DENSITIES AND CLEARANCES 0 ACHIEVE THE INTENDED R-VALUE DF ALL INSULATION MATERIALS. WHERE TWO OR MORE LAYERS OF RIGID INSULATION WILL BE USED, EDGE JOINTS BETWEEN LAYERS ARE TO BE STAGGERED. PER C103.2, C4022.1: ROOF ASSEMBLY INSULATION: U-FACTOR OF 5 CONTINUOUS ROOF INSULATION ENTIRELY ABOVE DECK PER A102.2.5 CONTINUOUS R-VALUE TO BE R-58, TAPERED INSULATION ON TOP OF R-58, AS RED. 8. PER C402.24 C305,2.1, ABOVE/BELOW GRADE WALL INSULATION, WALL AND CRAWL SPACE INSULATION IS PRESCRIPTIVE PERFORMANCE. THE METHOD OF FRAMING FOR WOOD CONSTRUCTION IS STANDARD ISTDI. 7. PER C402.4.1,12 FENESTRATION ALTERNATES, COMPONENT PERFORMANCE HIGH PERFORMANCE FENESTRATION U-FACTOR AND SHGL REQUIRED FOR ENVELOPE COMPLIANCE. 8. PER L4024.3, PERMANENT BHADING DEVICES: REFER TO ENVELOPE SUMMARY FOR ENTRY CANOPY PROJECTION FACTOR CALCULATIONS IEQUATIDN C4-e1 AND ASSOCIATED MINIMUM SHOD FOR NORTH AND NO-ORTH ORIENTATIONS, e, PER C401.5.5, C405.7,8, C406,9: BUILDING AIR LEAKAGE TEST: REDUCED AIR INFILTRATION ENERGY CREDIT. GC TO SUBMIT AIR BARRIER TEST REPORT TO JURISDICTION ONCE TEST IS COMPLETED, IF TEST RESULTS EXCEED 0.17 CFM/FT2 AT 0.3 IN. WG h5 PAI', ALL DOCUMENTATION REQUIREMENTS PER 2 NOTED SOURCES OF LAND C406 91, THENIEAKSUALLY AGE LAND ESUBMITT ACT AIRARRIFOLE R AND SEALOW UP REPORT TO JURISDICTION NOTING CORRECTIVE MEASURES TAKEN. GC TO INCLUDE AIR BARRIER TEST REPORT IN COMPLIANCE DOCUMENTATION PROVIDED TO OWNER, MECHANICAL E: ALL AIR RELIEF, OUTSIDE AIR INTAKE AND EXHAUST OPENINGS SHALL BE PROVIDED WITH DAMPERS IN ACCORDANCE WITH MECHANICAL SECTION C405.7,8. 10. PER C103.B.3'. PROJECT CLOSE OUT DOCUMENTATION RED: PROJECT CLOSE OUT DOCUMENTATION IS REQUIRED INCLUDING APPLICABLE WSEC ENVELOPE COMPLIANCE FORMS AND CALCULATIONS, AND FENESTRATION NFRC RATING CERTIFICATES. LTG -SUM PROJECT NOTES PER 101E WSEC LIGHTING COMPLIANCE NOTES - LIGHTING, MOTOR, AND ELECTRICAL PERMIT CHECKLIST 1 PER C405,21 METHOD OF AUTOMATIC SHUT-OFF CONTROL VERIFY THAT ELECTRICAL PERMIT PLANS INDICATE THE METHOD OF AUTOMATIC SHUT OFF CONTROL DURING UNOCCUPIED PERIODS IOCLUPANLY SENSOR TIME SWITCH OR DIGITAL TIMER SWITCH) FOR ALL LIGHTING ZONES OR WHICH TIME SWITCH CONTROL EXCEPTION APPLIES 1. PER C405,2.1, C405.1.1.1 OCCUPANCY SENSOR CONTROLS: GC TO VERIFY THAT ELECTRICAL PERMIT PLANS INDICATE THE SPACES SERVED BY OCCUPANCY SENSORS AND WHETHER OCCUPANCY SENSOR CONTROLS ARE CONFIGURED TO BE MANUAL -ON, AUTOMATIC BOX -ON, OR SERVE A SPACE ELIGIBLE FOR AUTOMATIC IOOX-ON PER EXCEPTION. OCCUPANCY SENSORS ARE REQUIRED IN SPACES 300 SQUARE FEET OR LESS THAT ARE ENCLOSED BY FLOOR TO CEILING HEIGHT PARTITIONS INCLUDING BUT NOT LIMITED TO CLASSROOMS/LECTURE/TRAINING ROOMS, CONFERENCE/MEETING/MULTIPURPOSE ROOMS, COPY/PRINT ROOMS, LOUNGES, EMPLOYEE LUNCH AND BREAK ROOMS, PRIVATE OFFICES, RESTROOMS, STORAGE ROOMB, JANITORIAL CLOSETS, LOCKER ROOMS, WAREHOUSE SPACES. 3. PER C405.2.4.2, C405.2.43: DAYLIGHT ZONES - SIDELIGHT: ME REFLECTED CEILING PLAN, SHEET A2,3 FOR PRIMARY AND SECONDARY SIDELIGHT DAYLIGHT ZONE AREAS SERVED BY DAYLIGHT RESPONSIVE CONTROLS, INCLUDING AREAS OF EACH ZONE, REFER TO ENV -SUM NOTE G ON SHEET A5.2 REGARDING ADDITIONAL REG, REGARDING PRESCRIPTIVE MAXIMUM VERTICAL FENESTRATION AREA WITH DAYLIGHT ZONES AND CONTROLS. 4. PER C4062.4: DAYLIGHT RESPONSIVE CONTROLS. GO TO VERIFY THAT ELECTRICAL PERMIT PLANS INDICATE THE LIGHTING LOAD REDUCTION METHOD - CONTINUOUS DIMMING, OR STEPPED DIMMING THAT PROVIDES AT LEAST TWO EVEN STEPS BETWEEN 0%-100K OF RATED POWER. DAYLIGHT SENSING CONTROLS ARE TO BE CONFIGURED TO COMPLETELY SHUT OFF ALL CONTROLLED LIGHTS IN THE LIGHTING ZONE. GC TO VERIFY THAT ELECTRICAL PERMIT PLANS INDICATE MANUAL LIGHTING CONTROL AND APPLICABLE AUTOMATIC LIGHTING CONTROL 5. PER C405.4.2.2: SPACE -BY -SPACE METHOD. THE REQUIRED WSEC COMPLIANCE FORM HAS BEEN COMPLETED AND SUBMITTED WITH THIS PERMIT. GO TO VERIFY THAT ELECTRICAL PERMIT PLANS INDICATE A TOTAL PROPOSED WATTAGE THAT DOES NOT EXCEED MAXIMUM ALLOWED WATTAGE. G. PER C405,2.7 EXTERIOR LIGHTING CONTROLS: GE I,LTTRIOR LVERIGHTING GHT NGFY TPLANS AND FXTUREELECTRICAL T SCLHED LESANS T THEE THE AUTOMATIC LIGHTING CONTROL METHOD, CONTROL SEQUENCE, AND IO LOCATNS SERVED. FOR BUILDING FACADE AND LANDSCAPE LIGHTING, INDICATE AUTOMATIC CONTROLS SHUT OFF LIGHTING AS A FUNCTION OF DAWN/DUSK AND FIXED OPENING/CLOSING TIME. FOR ALL OTHER EXTERIOR LIGHTING, INDICATE AUTOMATIC CONTROLS SHUT OFF LI HTING AS A FUNCTION 0 ABLE DAYLIGHT, INCLUDE CONTROL SEQUENCE THAT ALSO REDUCES LIGHTING POWER BY AT LEAST 30X BETWEEN 12AM-GAM, OR FROM HOUR AFTER CLOSING TO 1 HOUR BEFORE OPENING, OR BASED UPON MOTION SENSOR. J. PER L405,5.1: EXTERIOR BUILDING GROUNDS LIGHTING CONTROLS: FOR BUILDING GROUNDS FIXTURES GREATER THAN 100 WATTS, GL O VERIFY THAT ELECTRICAL PERMIT PLANS INDICATE WHETHER FIXTURES HAVE EFFICACY GREATER THAN SO LUMENS ORi ARE CONTROLLED BY MOTION SENSOR, OR ARE EXEMPT LIGHTING PER C405,5.2, B. PER L405,2.5 ILISTED AFTER C405,1.7I: AREA CONTROLS - MASTER CONTROL SWITCHES AND CIRCUIT POWER LIMIT GC TO VERIFY THAT ELECTRICAL PERMIT PLANS INDICATE LOCATIONISI OF MASTER CONTROL SWITCHIESI INTENDED TO CONTROL MULTIPLE INDEPENDENT SWITCHES; CIRCUIT BREAKER MAY NOT BE USED AS A MASTER CONTROL SWITCH. VERIFY THAT NO 20 AMP CIRCUIT CONTROLLED BY A SINGLE SWITCH OR AUTOMATIC CONTROL IS LOADED BEYOND BOX. B. PER CA 5.5.2, TOTAL CONNECTED EXTERIOR LIGHTING POWER: GC TO VERIFY THAT ELECTRICAL PERMIT PLANS INCLUDE ALL LUMINAIRES IN LIGHTING FIXTURE SCHEDULE', INDICATE FIXTURE TYPES, LAMPS, BALLASTS, AND MANUFACTURER'S RATED WATTS PER FIXTURE AND COORDINATE WITH THE REFLECTED CEILING PLAAPP�1 ATIIONSSHEET AELIGGLE25 IF PFORL LIIGHrTINGNPOWER TIFY EXERMPTTIOIOR N ON PLANS AND IN COMPLIANCE FORMS, INDICATE EXCEPTION APPLIED; INDICATE THAT EXEMPT EXTERIOR LIGHTING IS CONTROLLED NO )SPEND F MLIGHTING, INCLUDE EXCEPTION CLAIMED FOR EACH FIXTURE OR GROUP OF FIXTURES UNDER EXCEPTION CATEGORY. 10, PER TABLE C405.5.1�1), EXTERIOR LIGHTING ZONE, GC TO VERIFY THAT ELECTRICAL PERMIT PLANS INDICATE BUILDING EXTERIOR LIGHTING ZONE. 11, PER CA 5,5.1; EXTERIOR BUILDING GROUNDS LIGHTING: R BUILDING GROUNDS FIXTURES RATED AT GREATER THAN 10D WATTS THAT ARE COMPLYING BASED ON EFFICACY, GC TO VERIFY THAT ELECTRICAL PERMIT PLANS INDICATE RATED LAMP EFFICACY (IN WMENS PER WATTI IN FIXTURE SCHEDULE. 12. PER C405.51, EXTERIOR LIGHTING POWER CALCULATIONS: THE REQUIRED LTG -BUM COMPLIANCE FORM HAS BEEN COMPLETED AND SUBMITTED WITH THIS PERMIT, GC TO VERIFY THAT ELECTRICAL PERMIT PLANS INDICATE PROPOSED WATTAGE FOR EXTERIOR LIGHTING PLUS BASE SITE ALLOWED DOES NOT EXCEED MAXIMUM ALLOWED, 13, PER C103.6.3. PROJECT CLOSE OUT DOCUMENTATION REQUIREMENTS. PROJECT CLOSE OUT DOCUMENTATION IS REQUIRED INCLUDING WSEC LIGHTING COMPLIANCE FORMS AND CALCULATIONS THAT DOCUMENT ALL INTERIOR AND EXTERIOR LIGHTING AREA AND / OR SURFACE TYPES, LIGHTING POWER ALLOWANCES AND INSTALLED DENSITIES.