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ACCESSIBLE OWG ORAWING(S) HOWE HARDWARE P.M.F PRESSED METAL FRAME SUSP SUSPENDED or in part,for any reason wilhout ACOUST. ACOUSTICAL H.M HOLLOW METAL PNL. PANEL SYM SYMMETRICAL A.O. AREA DRAIN (E) EXISTING HORIZ HORIZONTAL P.O.C POINT OF CONNECTION the written authorization of ADJ. ADJUSTABLE EA EACH HR HOUR PR PAIR T.C. TOP OF CURB Framework Archi!ecture,Inc. ADJ.SH ADJUSTABLE SHELVING E J. EXPANSION JOINT HT HEIGHT PROP PROPERTY T&G TOUNGE & GROOVE A.F.F. ABOVE FINISH FLOOR ELEC ELECTRIC/IL P S.F POUNDS PER SQUARE TEL. TELEPHONE C--OD-E I-NF- OR-M- ATION: AGGR AGGREGATE ELEV ELEVATION 1.0 INS!OE DIAMETER FOOT TEMP TEMPERATURE ALUM. ALUMINUM EQ. EQUAL I.E INVERT ELEVATION P.S.I. POUNDS PER SQUARE THK. THICK APPLICABLE CODES: NATIONAL CODES APPROX. APPROXIMATE EQUIP EQUIPMENT I.S.A INTERNATIONAL SYMBOL INCH THRESH. THRESHOLD 2012 INTERNATIONAL BUILDING CODE (IBC) ARCH ARCHITECT(URAL) E.W. EACH WAY OF ACCESSIBILITY P.T PRESSURE TREATED T.O.C. TOP OF CONCRETE 2012 INTERNATIONAL FIRE CODE (IFC) EXP. EXPANSION INSUL INSULATION P.T.D PAPER TOWEL T.Q.F. TOP OF FRAMING 2012 INTERNATIONAL MECHANICAL CODE (IMC) BO. BOARD EXT. EXTERIOR INT INTERIOR DISPENSER 2012 INTERNATIONAL FUEL GAS CODE (NATURAL GAS) BLOG. BUILDING P.T.R PAPER TOWEL T.O.S TOP OF STEEL 2012 NATIONAL FUEL GAS CODE 58 (PROPANE) BLK BLOCK F.O FLOOR DRAIN J.8 JUNCTION BOX RECEPTACLE TOT. TOTAL 2012 UNIFORM PLUMBING CODE (UPC) BLKG BLOCKING FON FOUNDATION J.H JOIST HANGER T.0.W TOPOFWAU. 2012 WASHINGTON STATE ENERGY CODE 8.M. BENCH MARK F.F. FINISH FACE JT. JOINT Q.T QUARRY TILE T.P. TOP OF PAVING 2008 WASHINGTON CITIES ELECTRICAL CODE INSERTS (NEC) BTTM BOTTOM F.E. FIRE EXTINGUISHER T.P.H TOILET PAPER HOLDER 2003 ACCESSIBLE ANO USABLE BUILDINGS AND FACILITIES (ICC/ANSI 117 .1) B.U.R 8UJL T UP ROOFING F.E.C FIRE EXTINGUISHER LAM LAMINATE RAD RADIUS T.P.D TOILET PAPER CABINET LAV LAVATORY R.D. ROOF DRAIN DISPENSER INTERNATIONAL ENERGY CONSERVATION CODE CAB CABINET F.H W.S. FLAT HEAD WOOD SCREW L.L. LANDLORD REBAR. REINFORCING BAR TS. STRUCTURAL TUBE C.C CASEWORK CONTRACTOR FIN. FINISH LT. LIGHT REF. REFERENCE TYP TYPICAL WASHINGTON STATE AMENDMENTS CEM. CEMENT FLR. FLOOR MAX MAXIMUM REINF REINFORCED WAC 51-50 WASHINGTON STATE BUILDING CODE (IBC) CER. CERM41C FLS'G FLASHING MECH.A. MECHANICAL REG. REGULAR U.O.N UNLESS OTHERWISE WAC 51-51 WASHINGTON STATE BUILDING CODE (IRC) C.G. CORNER GUARD F.O.C FACE OF COOCRETE MEMB. MEMBRANE REStL RESILIENT NOTED WAC 51Â·52 WASHINGTON STATE MECHANICAL CODE (IMC) C.J. CONSTRUCTION JOINT F.O.F. FACE OF FINISH MFR MANUFACTURER REQ"D. REQUIRED U.N.O UNLESS NOTED WAC 51-54A WASHINGTON STATE FIRE CODE (IFC) I CLG CEILING F.O.M. FACE OF MASONRY MIN. MINIMUM RM ROOM OTHERWISE WAC 51Â·56 & 51-57 WASHINGTON STATE PLUMBING CODE & STANDARD 1 CLR. CLEAR R.O.S FACE OF STUDS MISC. MISCELLANEOUS R.O. ROUGH OPENING UNF UNFINISHED F.O W. FACE OF WALL M.O MASONRY OPENING RWO. REDWOOD WAC 51-11C WASHINGTON STATE ENERGY CODE CNTR COUNTER "eITY OF 4RLINGTuN C,O. CLEAN OUT F.P. FIREPROOF MRGB MOISTURE RESISTANT R.W.L RAIN WATER LEADER V.C.T. VINYL COMPOSITION TILE COL. COLUMN F.R.P. FIBERGLASS GYPSUM WALLBOARD V.C.F. VINYL COATED FABRIC CONC CONCRETE REINFORCED PANEL MTL METAL S.8 SPLASH BLOCK VERT VERTICAL ZONING: OLD TOWN BUSINESS DISTRICT 3 BUILDING l])EPARTMENT ARLINGTON CONO CONDIT!ON FT. FOOT OR FEET MTD. MOUNTED S.D. STORM DRAIN VEST. VESTIBULE CONST. CONSTRUCTION FTG. FOOTING M.T.P. METAL TOILET PARTITION SEC SECURITY V.T.B, VINYL TACK BOARD JURISDICTION: CITY OF ARLINGTON CONT CONTINUOUS FUT. FUTURE S.C SOLID CORE v.w.c. VINYL WALL COVERING CTSK COUNTERSUNK FURR. FURRING N.l.C NOT IN CONTRACT SCHED. SCHEDULE HEALTH: SNOHOMISH COUNTY HEAL TH DISTRICT APPROVED 146 EAST HALLER AVENUE F.V. FIELD VERIFY NO NUMBER SECT SECTION WI WITH DBL DOUBLE GA GAUGE NOM NOMINAL SHT. SHEET W.C WATER CLOSET I D.F. DRINKING FOUNTAIN N.T.S. NOT TO SCALE SHTG. SHEATHING WO. WOOD GALV. GALVANIZED DEPT. DEPARTMENT 0.C ON CENTER SJM. SIMILAR W.H WATER HEATER G.B GRABBAR DATE fÂ¢-t _ sr~~-..o.._ __ , __ AR_LI_NG_TO_N_, WA 98223 DTL. DETAIL G.C. GENERAL CONTRACTOR 0.0 OUTSIDE DIAMETER S.M SHEET METAL W.M. WATERPROOF MEMBRANE D.I DROP INLET G.I. GALVANIZED IRON g:NG. o;;~:~1~ 0 S.M.S. SHEET METAL SCREW W.P. WATERPROOF DIAG. DIAGONAL GLU-LAM GLUE LAMINATED '2)VER~tANG SPEC'S. SPECIFICATIONS W.R WATER RESISTANT BUILDING CONSTRUCTION & CLASSIFICATION: DIM DIMENSION GNO. GROUND OPP OPPOSITE SQ. SQUARE WT. WEIGHT GYP.BO. GYPSUM WAU.BOARD 01 OVER S.STL STAINLESS STEEL W.W.F WELDED WIRE FABRIC OCCUPANCY GROUP; B NOCHANGE~AU1'HORIZED ~-- _P_RO_JE_CT _D_IR_ECTORY SPRINKLERED: YES TYPE OF CONSTRUCTION: VB UNLESS APPROVED BY THE TENANT DESIGN TEAM RESPONSIBILITY SCHEDULE - ARLINGTON, WA MAXIMUM BUILDING HEIGHT: 1 STORY ---- DATUM FINISH FLOOR ELEVATION: 0.00' BUILDING INSPECTOR GROCERY OUTLET, INC. FRAMEWORK ARCHITECTURE I ~ ~- ~;::. ~ I ~ f,1. 2000 FIFTH STREET 107 SE WASHINGTON ST, SUITE 250 ~ S r ~ t: ... :;:: ~ ... ; o SALES FLOOR 13,407 S.F. BERKELEY CA 94710 PORTLAND, OR 97214 1------------< ~ 1--+-~+---+--------1 1------------Htc, ~=-~-1-----1-...:~:....:c.+--------1 BACK OF HOUSE 4,527 S.F. (360)624-2815 (503) 889-0604 8 I I /;_ I ------------------ 1 FAX: (510) 644-0152 CONTACT: DAVID HARDISTER ~' -1' -_ l I i. J TOTAL TENANT SPACE: 17,934 S.F. RESPONSIBILITY SCHEDULE !:!! _, vo~= <- REMARKS RESPONSIBILITY SCHEDULE :,- ~~ v: j --. VJ <~ REMARKS CONTACT: PAT DAVIS ~ii~~= i ~.1i Ii~ I~ NOTE: GENERAL CONDITIONS FINISHES ELECTRICAL, MECHANICAl, BUILD'NG PERM1lS AND r::::LS I I Ie I e I ACOUS11CA' C::::tUNG/ !â–¡AR I I r1011C GROCERY OUTLET'S GC TO PERFORM ALL CONSTRUCTION PER GROCERY OUTLET APPROVED PLANS lNCLUOlNG ALL PROGRESSIVE: Af\D FINAL Ct.::::flN UP l Ie e CCNCl<EI[ S[ALfl.NI /rLCOR STAINING e I e UTIUTIES SERVING GROCERY OUTLET FIXTURES, FITTINGS,ANO EQUIPMENT.GROCERY OUTLET TO INSTALL FIXTURES, I ----- ! PLUMBING REFRIGERATION Âµ~~;~~,~,l~o1~gs:~~c~NTl~DONi~;E~M~O~======~'=~:~':~Â·~Â·~~Â·~=~=~~==========j l-'~'=~='~~-'""â–¡A"'~\/'"[YN~--,,--,c,.,o'=vE,,_==~--+--+--+:---1-~='-!:~=4---+--------I ~TTINGS,~NOE~PME~. VLMK CONSUL TING ENGINEERS R+W ENGINEERING, INC. SOURCE REFRIGERATION & HVAC, INC HAZ-MA- AE!AT[MENT e e I rnr rll\lSH[S IN R[SfRQQMS I e I e SYMBOL INDEX 9615 800 E. ORANGETHORPE AVENUE 3933 SW KELLY AVENUE SW ALLEN BLVD. STE. 107 1-'J;;c[~IA;,c0LC,l-cc'0,.,.N~-_,scc.1-',"1::~-----+Â·=+-+---l-~-=-l~-ll-'N'-"0'-'N"-C------l l-'R'=E;..;FR"IGa:,Ec,:Rc;.ATc,IG"N'--"C0e,c""J;::i,:::NS,__ -l--l-+l---+-"â€¢'-!l-"e'-+----+-':...Â· :_"...:":;:'__:'.:::Â·â€¢â€¢.:::".:.'":;:rn:........j , _ orr,1mnoN - 3LDG. 1 e e I GYPS,J1,1 f30IIRD/ Tex- JRC 1 â€¢ 1 e PORTLAND, OR 97239 BEAVERTON, OR 97005 ANAHEIM, CA 92801 DCIAOLnON - ROOF I e I e L:r,t/T[D Pfl1N111\G - [XTE.HIOi~ I e I e (503) 222-4453 (503) 292-6000 (714) 578-2380 FIRE t:XITING â€¢ .,. PAIN I\G - :raERIC~ e e CONCRETE A SECTION NUMBER CONTACT: KEVIN KAPLAN (503) 726-3318 FAX: (714) 578-2386 EQUl.,MEI\ T R:C-M:JVAI I s-AINLESS s-FL co. ,J,VI\ 'tlR.A-::>S 1 e e I CONTACT: GREG KIENLE CONTACT: ERIC !CH FENCING â€¢ I I SPECIALITIES SHEET WHERE â€¢ T b..\\NJNCS/ CANCP;ES e I CONCRETE SECTION IS DRAWN ,- --- --------- â€¢ I .â€¢,â€¢. BLOCK SHEET INDEX ;:>,Aq1<;1NG SI RIPING & SIGI\AG[ flRE [Xll'IGJ s-uss CONCRETE â€¢â€¢ IWE:RIOR s GI\ c=os DETAIL NUMBER i GENERA~L~l~N~F~O~------- --- â€¢â€¢ 1 A.C.PAVING ' PLUMBING CONCRETE: WALK â€¢ â€¢â€¢ i11 , 11:1 SHEET WHERE FLOOR I\G GR NDING â€¢â€¢ INTt:l~lOR S GI\AG[ â€¢â€¢ DETAIL IS DRAWN I G-0.01 TITLE SHEET P-0.1 LEGEND, FIXTURE SCHEDULE & CALCULATIONS \f:.W l"JERIO~ Slb..BS, POURBACKS ",N J.~LOWAN:::[ 0~ PRO~UCE VISl,N::i SYSIEVS G-0.02 GENERAL NOTES & EXITING PLAN p.Q.2 SPECIFICATIONS â€¢â€¢ CERAMIC TILE â€¢:â€¢ 11cc s:. FT RACKING - ~=-CK P1\NS, WIRE t-,.tt:S--i ARCHITECTURAL P-0.3 GENERAL NOTES ANO SEISMIC GUIDELINES (.~ 0ATCHING / 0tUV8'NG TRENCH[S I! J,UD1TI0N TO 1,80\ [ RACKING - DUNNIIG[ RIICKS â€¢â€¢ OR BRICK LOCATION NUMBER P-2.0 PLUMBING FLOOR PLAN â€¢â€¢ â€¢â€¢ A-0.01 SITE PLAN P-3.0 PLUMBING ENLARGED PLAN ANO ISOMETERICS SI RU::1URAL CO"JC~ETE Rfl.CKING .cz ER SHELi/iNG MASONRY â€¢â€¢ â€¢â€¢ SANO MORTAR SHEET WHERE ENLARGED A-0.02 BUILDING ACCESSIBILITY DETAILS P-4.0 DETAILS RESTROOtÂ·/ GRl,8 81,RS/ PA~T1T10NS â€¢â€¢â€¢ LJ PLAN IS DRAWN A-0.03 BUILDING ACCESSIBILITY DETAILS PERMIT SET O.tU BRICK / Mâ€¢SC. I T SIG!\ STRIPS OR PLASTER PREUS! CURES - WHEEL ST:)PS â€¢ â€¢â€¢ A-1.00 DEMOLITION PLAN MECHANICAL 06.01.15 I IF NEEDED STORAGE Sâ€¢Â·ELVE:S 'MISC., M:HJ,t'NE) â€¢â€¢ A-1.01 FLOOR PLAN METALS TOlc.E:T ACCESSORIES ELEVATION NUMBER A-1.02 MEZZANINE PLANS M-1 HVAC EQUIPMENT SCHEDULE AGGREGATE 80 .. LA~OS â€¢1â€¢ W'N[ TAB_[$ /\ND RACKS A-1.21 REFLECTED CEILING PLAN M-2 HVAC FLOOR PLAN PLAN CARPENTRY - EXTERIOR t.JEfAl.S .,. AS t-.i::CCED â€¢â€¢ SHEET WHERE A-1.41 ROOF PLAN M-3 HVAC ROOF PLAN ELEVATION IS DRAWN EQUIPMENT A-2.01 EXTERIOR ELEVATIONS M-4 ENERGY MANAGEMENT & WIRING DIAGRAMS COLO rD~MC~ t,i[iAL rRAWNG ADCASTCR EARTH A-4.01 INTERIOR ELEVATIONS AND ENLARGED PLANS M-5 EQUIPMENT INSTALLATION & ELECTRICAL DETAILS 1 A-4.02 INTERIOR ELEVATIONS AND ENLARGED PLANS 8AlHR.OOMS/SHORl\VA_LS/D[M $,1\G â€¢Iâ€¢ BAG RACKS A-5.01 DETAILS coql\EP GUb..ROS BALER EQUIPMENT NUMBER ,\l[TAL D[C,< /\.OT APâ€¢PLI1â€¢ CABLE CHECKSTANOS METAL 0 A-5.02 DETAILS REFRIGERATION A-5.03 DETAILS- SHELVING w ,\t[IAL RAILINGS â€¢â€¢ CONV[vlNG SYSTEMS PLYWOOD PARTITION TYPE A-6.01 FINISH SCHEDULES R-1.0 FIXTURE, PLUMBING,REFRIGERATION & Sl EE:l - V.ISCEL...ANEOUS I I e:e 'I EXl. SIGNACE - CABINE::- /BUILDING -=~ 0-- A-6.02 FINISH SCHEDULES ELECTRICAL FLOOR PLAN STEEL - STRLCTURAL I I I EXTER OF: SIGNJ\GE- P'-'LOI\ -=~ GYPSUM BOARD R-2.0 REFRIGERATION SCHEDULE,ELECTRICAL STEEL - N';"W QD[NING rRAMES I I PCS SYST[.V KEYNOTE REQUIREMENTS & DIAGRAM WIRING GLASS R-3.0 ENERGY MANAGEMENT & WIRING DIAGRAMS WOODS AND PLASTICS REFRIG. - DAIRY )ISP _AY BOX Sâ€¢0.0 STRUCTURAL NOTES & SPECIAL INPECT!ONS R-4.0 REFRIGERATION EQUIPMENT DETAILS CARPENTR'"'- EX ~RtOR 'IIOOJS e I e AS NEEDED REP~IG. - OE_ 0 SPLt,y CASES SEE P_AIJ5 S-1.0 FOUNDATION PLAN WOOD FRAMING REVISION NUMBER S-1.1 ROOF FRAMING PLAN PV1.0 EVAC SYSTEM FLOOR PLAN CA~?[NTR'-'- IN WOODS/PLAST :s e' e R[r~1G. - rR02[N FC8D CASES PV1.1 EVAC DETAILS l:"RAMIN~ lv'ATE~IA,L & S'-lEAlHl'IG e I e REFRIG. - FROZE"I WALK-IN t (CONT.MEMBER) S-2.0 ELEVATIONS,FACADE,AND MEZZANINE PLAN PV1.2 EVAC DETAILS S-3.0 STRUCTURAL DETAILS STRL:CTURAL FRAf-..1,NG â€¢ 1e I REF~IG. - 1'.k.AT DtSPLAY CASES I i SEE PL.AIJS I MATCH LINE S4.0 HVAC FRAMING PLANS AND DETAILS ri.llL_W:JRK IN 8~CAKR00M â€¢ fe I RffRIG - PROCUCE DISPU,Y CASES ! e e SEE Pt.AIJS WOOD FRAMING PLAIJ COUNT~RS & SHÂ£LVC:S e I e I REF~IG - Sf..;_i:- CONI COOLE~ i j e e ':EE Pl.Al 15 --e- (BLOCKING) Received STRUCTURAL GLUE Lfl.M!NA ::â–¡ TIMBER â€¢ 1â€¢ I NEW BEA/AS RErn:c. - SELF CO,'H FREEZE"( I ! e e SEE Wlllll\MUAV\0>111110!$1lllllltC'1llC\ EÂ·0.1 INDEX, NOTES,LEGEND, DIAGRAMS & SCHEDULES WOOD RAILS /INC WALL PROTECTION â€¢ 1e f R[F-"RIG. - V/Al.K-11\ M[/1-:- COCLCR I I e e WOOD MEMBER DATUM,WORK OR E-0.2 ELECTRICAL SPECIFICATIONS ~~ t<'l l-'Tc'H,,E;,.R"'M""A"'L'ccA~N,;;D"-"'M"'O"'IS'-'T-"U'-"R"'E'--'P--'-R"'O'-'Tr'SEe"CrT-"IO;<!N"-r- ~------1 ,.,_F-"U~R=N=IS=H~l~NG=S _, I CONTROL NUMBER E-0.3 ELECTRICAL SPECIFICATIONS ' C ~l-lll 3Cll:3.'2.S JUN 1 0 2015 (FINISHED) CÂ£1AENTITIOUS SlUCCO e I I WINUOW COVERINGS / BLINDS l ! fe J e Eâ€¢0.4 SINGLE LINE DIAGRAM o,- INSULATION & HN SH s-srrvs e e i'ATCri1Nc As =rcueco MECHANICAL EÂ·0.5 PANEL SCHEDULES Z"?>'-s. l \ r~---- ROO' HATCH / xccr ss lADD[R e i e I COMPl~[SSOJ.S & CON)EI\SORS .,. â€¢â€¢ INSULATION L ANGLE E-1.0 LIGHTING PLAN â€¢ I CO'>:OC/\SORS SU??ORT ,\'>:D SLE:CPERS E-2.0 POWER PLAN iWOi:-,1\G - PATCrl el e COvPRÂ£SSO~S RACK SE SMIC AT.ACt-:\!~W .,. EÂ·2.1 REFRIGERATION POWER PLAN ~1\.--:seofbtbl oc) CONJrNSOR PlAffQqM /CURBS e I e [VAC SYST[l..l DIAMETER OR E-2.2 DETAILS ANO ENLARGED PLANS Sl-'Â£~T IAE Al ~LASHING & COPING e e ,\$ NELDL~ HVAC - Rom UNIIS & CUR3S .,. â€¢â€¢ ROOM NUMBER Â¢ ROUND [_E-3.0 ELECTRICAL ROOF PLAN STE:::L s DING (-t\/AC sc~:::::NS) en A PLJ1c 3LE 1-VAC - SP _IT UI\ITS & CU%$ â€¢â€¢ e I e 1 1~vAC - INTERIOR OISTRIRUTIO\I â€¢â€¢ J_~ i â€¢â€¢ fl[Pt..1'Ct \\Â·'ER[ PLUMS NG WINDOW TYPE PERPENDICULAR â€¢â€¢ DRAWN BY CE 0.1,MACC:0 C"' ~ SSINC â—Š I DEFERRED SUBMITTALS VICINITY MAP CHECKED BY BP DOORS AND WINDOWS ELECTRICAL â€¢â€¢ f------------ - --- ---- ---Â·â€¢ ------------- # POUND OR NUMBER DOOR. HN~DWARi:: I e e ] COMM.JMCAIIONS (Pt-'01\E SYS~EM' I THE FOLLOWING ITEMS ARE TO BE SUBMITTED TO THE â€¢â€¢ @ DOOR NUMBER I JOB #: 15-040 DOORS- AUTOWAIIC SYSTD.tS e j e I I -L PROVIDLO ELÂ£CiRICAL SE~VlCE / D1STRt9UTICN I e I e BUILDING DEPARTMENT FOR REVIEW AND APPROVAL PRIOR PROJECT~~ DOORS- EXERIOR e I e I L ?ROVIDE:: nERGY ~/A\J1\G[M[I\T SYSTEIAS â€¢ e i C CENTERLINE TO INSTALLATION. LOCATION V ~ l-cg""~-'cg"":~"'-=~~~cc,~'Â°'~~,-'1;1 t__ TITLE SHEET ,-'~"-NÂ°"'l Y'-"IE'-'X"-TE=..RoclC"-R"-'-+-+--+~---1-~:~:~:4-~i-le-------~ lc:-,,:~,-'~c,I:"'NLG='AR~, V'-"S-"YS"-1""[1'-/ -----+--+---':-l--"Â·~:cl-c.c--'-1 -+------l 1 GRID LINE/NUMBER 1. FIRE MONITORING INSTALL OR MODIFICATIONS 8 PLATE OR 2 FIRE SPRINKLERSÂ· NOTE: SPRINKLER MODIFICATIONS oooss- ROLL-UP FRl:.IGHl e I e R:T'hl0 AS NEEm.c $[CURITâ€¢ SYST-CCTV & GLRGL/1R I e â€¢ SHALL BE UNDER A SEPARATE PERMIT PROPERTY LINE DOORS- TRAFFIC / l'vlPIICT I â€¢ '. DOOR SCH00. MISCELLANEOUS GRID CENTER 3. EXTERIOR SIGNAGE SKYL GdTS NOl /1.PPl IC/\81 r ADA CO\tPLIANC[ (BUl_i)ING REPAIRS) I (j) \ldN~O\\S I I â€¢â€¢ LINE/NUMBER ~ G0.01 STORE::-RO\J 1 / GLAZI\IG I -L ::>ROVICED I â€¢â€¢ r X BROKEN 17:'::fllS NORTH I I I â€¢â€¢ FIRE DEPARTMENT NOTES: FIRE/EXITING NOTES: 6 CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION AS PER LOCAL JURISDICTION 21 CONTRACTOR TOVERlFY THAT ROOF ELEVATIONS SHOWN ON Pl.ANS PROVIDE POSITIVE ROOF 31 AFlER INSTALLING WALL. CEILING OR FLOOR INSULATION. THE INSTALLER SHALL POST IN A REUSE OF DOCUMENTS DRAINAGE ANO THAT THEY CONFORM TO MINIMUM DRAINAGE STANDARDS PRIOR TO ROOFING CONSPICUOUS LOCATION IN THE BUILDING. A CERTIFICATE SIGNED BY THE INSTALLER STATING This document, and the ideas 1 ALL CONSTRUCTION SHA1.L COMPLY WITH 2009 NFPA 101, 2009 IBC WI WASHINGTON 7 WHEN SEPARATE PERMITS ARE REQUIRED FOR PEDESTRIAN PROTECTION. DEMOLITION. THAT THE INSTALLATION CONFORMS WITH THE PLANS AND REQUIREMENTS OF THE PROJECT 1 PROVIDE PORTABLE FIRE EXTINGUISHERS PER NFPAÂ·10. 2-A: 10-B.C RATED MINIMUM. TOBE PLUMBING. ELECTRICAi... MECHANICAL WORK. HEALTH DEPARTMENT ANO AS REQUIRED BY THE 22. IF STORING. USING OR HANDLING ANY AMOUNTS OF HAZARDOUS MATERIALS SPECIFICATIONS THE CERTIFICATE SHALL ALSO SlATE THE MANUFACTURER"SNAME ANO and designs incorporated, as an AMENDMENTS LOCATED ON EACH FLOOR Al Â½48 A F.F. ONE FOR EACH 3.000 S.F. Of' FLOOR AREA AND NOl LOCAL GOVERNING AGENCIES G.C. IS RESPONSIBLE TO ACQUIRE FL.MlMABLE/COMBUSTIBLE LIOU/OS. OR CHEMICALS. COMPLY WITH REQUIREMENTS SET FORTH IN MATERIAL IDENTIFICATION ANO THE INSTALLED Râ€¢VALUE instrument of professional 2 HAZARDOUS MATERIALS TO BE STORED AND/OR USED WITHIN THE BUILDING SHALL COMPLY WITH FARTHER THAN TRAVEL DISTANCE OF 75Â· Af'ARTWITH A RATING NOT LESS THAN 2-A TRAVEL HAZARDOUS MATERIALS ORDINANCE BY LOCAL JURISDICTION serviceisthepropertyof QUANTITIES LISTED IN IBC DISTANCE IS 30Â· IN AREAS HAVING FLAMMABLE LIQUIDS. THE NUMBER. TYPES AND LOCATION OF 8 THE GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE PROJECT SHALL BE NOTIFIED 32 CONTRACTOR SHALL PROVIDE ACCESS PANELS AS REQUIRED BY PLUMBING. AIR CONDITIONING Framework Architecture, Inc. FIRE EXTINGUISHERS Will BE DETERMINED BY THE FIRE MARSHAL AFTER CONSTRUCTION IS BY THE CONTRACTOR ANO OWNER THAT GRADING IS TO COMMENCE ANO MAKE ALL NECESSARY 23 GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL TRADE WORK TO THE /I.ND OTHER INSTI\LLERS AS REQUIRED BY CODE 3 F!RE SPRINKLER SYSTEM WORK SHALL BE PERFORMED UNDER SEPARATE PERMIT. FIRE COMPLETED BUT PRIOR TO OCCUPANCY. ARRANGEMENT FOR l'IELO INSPECTION ARCHITECT FOR REVIEW. ANO ALSO FOR ITEMS CALLEO OUT AS "OR EQUAL". ANO IN and is not lo be used, in whole SPRINKLER SUBCONTRACTOR SHALL BECOME FAMILIAR WITH DESIGN CRITERIA PRIOR TO or in part, for any reason without ACCORDANCE WITH THE PROJECT MANUAL 33 ANY DAMAGE BY G.C. OR SUBâ€¢CONTRAClOR TO EXISTING /1.SPHAL TIC P/1.VEMENT. EXISllNG COMMENCING DESIGN WORK. SUBMIT PLANS FOR APPROVAL TO THE AUTHORITY HAVING 2 FIRE SPRINKLER SYSTEM(S)PER N.F.PA STANDARD 13 SHAU BE PROVIDED 9 SIGN CONTRACTOR SHALL ACQUIRE SEPARATE BUILDING DEPARTMENT PERMITS FOR LANDSCAPING OR ADJACENT TENANrS BUILDING SHALL BE REPAIRED BY G.C. AT NO COST TO lhe written authorization of JURISDICTION PRIOR TO INSTALLATION INSTALLATION Of ALL EXTERIOR BUILDING SIGNS AS REQUIRED BY CODE. 2.: THE CONTRACTOR SHAlL MI\INTAIN A COMPLETE SET Of DRAWINGS AT THE JOO SITE FOR USE IN DEVELOPER OR TENANT Framework Architecture, Inc. 3 EXIT OOORS SHALL BE Of>ENABLE FROM THE INSIDE WITHOUT THE USE Of A KEY OR ANY SPECIAl MAXING "RECORD DRAWINGS." ANY REVISIONS SHALL BE NOTED THEREON AND SUBMITTED 10 4 THE FIRE SPRINKLER SYSTEM SHALL BE MONITORED BY AN APPROVED CENTRAL STATION. KNOWlEDGE OR EFFORT. PROVIDE SELF-RELEASING LOCKING DEVICES ON EXIT DOORS 10 THE CONTRACTOR IS RE.QUIRED TO TAKE DUE PRE.CAUTIONARY MEASURES TO PROTECT THE THE ARCHITECT AT THE COMPLETION OF THE J08 PER THE PROJECT MANUAL PROVIDE A COPY 34 CONTRACTOR TO INSPECT & VERIFY CONDITIONS Of' SITE PRIOR TO CONSTRUCTION & NOTIFY REMOTE STATION OR PROPRIETARY SUPERVISING STATION WHEN THE NUMBER OF SPRINKLERS UTILITIES OR STRUCTURES SHOWN ANO ANY OTHER UTILITIES OR STRUCTURES AT THE SITE. IT FOR THE OWNER PER CONSTRUCTION DOCUMENTS ARCHITECT OF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS & SCOPE Of WORK IS ONE HUNDRED OR MORE IN ALL OCCUPANCIES NOT NORMALLY OCCUPIED TWENTY-FOUR 4 A SIGN THAT READS "THIS DOOR SHALL REMAIN UNLOCKED WHENEVER THE BUILDING IS SHALL BE THE CONTRACTOR"S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR DESCRIBED IN THESE PLANS & SPECIFICATIONS HOURS A DAY OR PROVIDED WITH A TWENTY-FOUR HOUR GUARD SERVICE OCCUPIED" WITH A MINIMUM ONE (1) INCH LETTERS SHALL BE PROVIDED ADJACENT TO EXll DOOR STRUCTURES CONCERNED BEFORE STARTING WORK 25 THE CONTRACTOR SHALL INFORM THE FIRE DEPARTMENT OF THE REQUIRED FINAL INSPECTION (FRONT ENTRANCE) ANO SCHEDULE SUCH INSPECTION. 35 THE G.C. SHALL INCLUDE IN THE BID. THE HIGHEST QUALITY ANO GREATEST QUANTITY FOR THE 5. FIRE HYDRANTS SHALL BE. TESTED ANO APPROVED. FIRE ACCESS ROADS MA.DE SERVICEABLE 11 THI., CONTRACTOR SHALL LOCATE ALL UTILITY CONNECTIONS WITHIN 5'-0" OF THE BUILDING LINE PURPOSE OF RESOLVING ANY CONFLICTS IN THE CONSTRUCTION DOCUMENTS. WHICH ARE PRIOR TO DELIVERY Of COMBUSTIBLE MATERIALS ON SITE. ALL CONSTRUCTION WORK IS 5 "EXIT" SIGNS SHALL BE IN BLOCK LETTERS. A MINIMUM OF SIX (6) INCHES HIGH WITH A STROKE OF PROTECT UNTIL ALL CONNECTIONS AND TESTING ARE COMPLETED. CONTRACTOR SHALL TAG 26 THE ENTIRE WORK PROVIDED FOR HEREIN IS TO BE CONSTRUCTED ANO FINISHED IN EVERY PART IMPLIED OR UNDEFINED. SUBJECT TO A STOP WORK ORDER IF ACCESS ROADS BECOME IMPASSABLE OR FIRE HYDRANTS NOT LESS THAN 314 INCH LUMINANCE ON FACE OF SIGN SHALL BE 50 LUX All CONNECTION LOCATIONS WHERE FINISH SURFACES ARE PERMANENT. (I.E. CONCRETE. A.C IN A GODO ANO SUBSTANTIAl MANNER IN ACCORDANCE WITH THE ORA WINGS ANO INOPERABLE PAVING ETC.) SPECIFICATIONS. 10 THE FULL INTENT OF THE SAME ANY WORK REQUIRED BY LAW. BUT WHICH 36 All SAW CUTTING AND CORING LOCATIONS SHALL BE REVIEWED IN FIELD 8Y THE OWNERS 6 G.C. SHALL MAINTAIN ALL EXITS. EXIT LIGHTING. FIRE PROTECTION DEVICES AND ALARMS IN 6 "EXIT" SIGNS SHALL BE ELECTRICALLY ILLUMINATED ANO ENERGIZED FROM SEPARATE CIRCUITS MAY NOT BE SPECIFICALLY MENTIONED BY LAW. SHALL BE DONE BY CONTRACTORS IN REPRESENTATIVE ANO STRUCTURAL ENGINEER PRIOR TO CUTTING/CORING ACCORDANCE WITH ALL APPl..tCABLE CODES AND ORDINANCES FOR THE ENTIRE DURATION OF SHOW ON ELECTRICAL PLAN(S). ONE OF THE ABOVE CIRCUITS SHALL BE PART OF THE 12 ALL WORK SHALL COMPLY WITH Al.LAPPLICABLE REGULATIONS Of THE STATE AND THE ENERGY ACCORDANCE WITH THE LAWSOf THE COUNTY. DISTRICT. OR STATE UNDER WHICH THE WORK EMERGENCY LIGHTING SYSTEM RESOURCES CONSERVATION AND DEVELOPMENT COMMISSION REGULATIONS. AND THE JURISDICTION MAY COME AND COST SHALL BE BORNE BY CONTRACTORS ANY SUCH WORK 37 CONTRACTOR TO BE RESPONSIBLE FOR LOSS OR DAMAGE OF ITEMS NOTED ON PLANS. AMERICANS WITH DISABILITIES ACT (A.O.A.) REQUIREMENTS. SHALL BE DONE !N CONFORMANCE WITH THE PLAN: BOTH AS TO MANNER AND APPEARANCE ALL WHETHER IN CONTRACT OR NOT IN CONTRACT. ONCE DELIVERED TO SITE. 7 STORAGE. DISPENSING. OR USE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS. FLAMMABLE WORK SHALL BE DONE IN ACCORDANCE WITH THE LOCAL GOVERNING AGENCIES GASES. AND HAZARDOUS CHEMICALS SHALL COMPLY WITH UNIFORM FIRE CODE REOUIREMENTS GENERAL NOTES: 13 THE CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTS FOR CONSTRUCTION WATER 38. IF GR/I.DING OR OTHER CONSTRUCTION OPER/1.TIONS UNEARTH ARCHAEOLOGICAL OR HISTORIC OUST SHALL BE CONTROLLED BY WATERING AS REQUIRED. 27. THE OWNER ANO/OR ARCHITECT RESERVE THE RIGHT TO HAVE TESTS MADE WHEN OEEMEO ARTIFACTS OR RESOURCES, CONSTRUCTION ACTIVITIES SHALL CEASE UNTIL A QUALIFIED 8 STREET ADDRESS NUMBERS AND/OR SUITE NUMBERS ARE TO BE POSTED IN A LOCATION VISIBLE 1. ALL MATERIAlS AND WORK SHALL CONFORM TO THE LATEST EDITION Of' THE STATE AND LOCAL NECESSARY. SHOULD THE ARCH1TECT ORDER SPECIAL TESTING OR INSPECTION Of A HISTORICAl ARCHAEOLOGIST HAS EVALUATED THE MATERIAl.S SO THAT THEY BE RECORDED FROM THE STREET. NUMBERS SHALL BE A MINIMUM OF 6" IN HEIGHT NUMBERS SHALL BE OF A BUILDING CODES. ORDINANCES AND REGULATIONS AND OTHER GOVERNING LOCAL AGENCIES AS 14 WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE ON THE ORA WINGS. 00 NOT QUESTIONABLE PART OF THE WORK WHICH REVEALS DEFECTS NOT IN CONFORMITY WITH THE DISPOSITION OF ARTIFACTS SHALL COMPLY WITH STATE ANO FEDERAL LAWS HIGHLY CONTRASTING COLOR COMPARED TO THE BACKGROUND OF WHICH THEY ARE APPLIED REQUIRED. ONE (1)COPY OF THESE COOES ANO REGULATIONS SHALL BE MADE AVAILABLE AT SCALE THE DRAWINGS CONTRACT OOCUMENTS. THE CONTRACTOR SHALL PAY THE COST OF SUCH SPECIAl TESTING OR NUMBERS PLACED ON GLASS SHALL HAVE A CONTRASTING COLOR APPLIED TO THE GLASS. THE CONTRACTORS FIELD OFFICE DURING CONSTRUCTION INSPECTIONS INCLUDING THE ARCHITECTS EXTRA SERVICES MADE NECESSARY THEREBY. 15. NO FLOORS TOBE POURED UNTIL ALL ELECTRICAL AND MECHANICAL INSTALLATIONS HAVE BEEN OTHERWISE THE OWNER SHALL BEAR SUCH COST. 9. FD BUILDING KEY BOX: BUILDING ACCESS. A FIRE DEPARTMENT KEY BOX SHALL BE INSTALLED 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE. AND REPORT APPROVED BY GOVERNING AGENCIES AT THE MAIN ENTRANCE TO THE BUILDING. NOTE THOSE LOCATIONS ON THE PLANS. THE KEY ANY DISCREPANCIES TO THE ARCHITECT FOR INTERPRETATION ANO/OR CORRECTIONS PRIOR TO 28 TESTS SHALL BE MADE IN ACCORDANCE WITH RECOGNIZED STANDARDS BY A COMPETENT, BOX SHOULD BE INSTALLED APPROXIMATELY 5.1/2 FEET ABOVE GRADE. THE BOX SH/I.LL BE SIZED INSTALLATION. COST Of CORRECTING WORK BASED ON MISINTERPRETATION BY CONTRACTOR 16. TROWEL SLAB FOR SMOOTH FINISH WITH NO TROWEL MARKS SHOWING WHEREVER CONCRETE INDEPENDENT TESTING LABORATORY. ANY MATERIAL FOUND DEFECTIVE OR NOT IN TO HOLD THE MASTER KEY TO THE FACILITY AS WELL AS KEYS FOR ROOMS NOT ACCESSIBLE BY OR UNREPORTED DIMENSIONAL DISCREPANCIES SHALL BE BORNE BY THE CONTRACTOR. FLOOR IS EXPOSED CONFORMITY WITH SPECIFICATION STANO/I.RDS SHALL BE PROMPTLY REPLACED OR REPAIRED THE MASTER KEY. SPECIALTY KEYS. SUCH AS THE FIRE ALARM CONTROL BOX KEY ANO "CLEAR" SHALL BE MAINTAINED ANO SHALL ALLOW FOR THICKNESS Of ALL FINISHES JNCLUD\NG AT THE EXPENSE OF THE CONTRACTOR SAMPLES REQUIRED FOR TESTING WILL BE FURNISHED DOOR GENERAL NOTES ELEVATOR CONTROi. KEYS SHALL AL.SOBE INSTALLED IN THE BOX THE KEY BOX DOOR ANO CARPET. PAD. CERAMIC TILE. V.C-T .. ETC 17 INTERIOR CONCRETE SLABS SHALL BE POURED LEVEL. (UNLESS OTHERWISE INDICATED) 118" BY THE CONTRACTOR AND SELECTED AS DIRECTED BY THE ARCHITECT. NECESSARY KEYS ARE TO BE PROVIDED TO THE FIRE INSPECTOR UPON THE FINAL INSPECTION TOLERANCE ON A 10Â·-0Â· EDGE IN ANY GIVEN DIRECTION THE INSPECTOR WILL THEN LOCK THE KEYS INTO THE BOX 3 CONTRACTOR SHAU ASSUME SOlE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS 29 GENERAL CONTRACTOR SHALL SIGN AND SUBMIT TO THE DEPARTMENT OF BUILDING ANO SAFETY 1. ALL HARDWARE SHAlL MEET THE REQUIREl-.'ENTS OF IBC2009 ACCESSIBILITY STANDARDS. DURING THE COURSE OF CONSTRUCTION Of THIS PROJECT. INCLUD!NG SAFETY OF ALL PERSONS 18 COVER ALL CONCRETE SLAB SURFACES WITH CURING PAPER BEFORE POURING ADJACENl A "CERTIFICATE OF COMPLIANCE" STATING THAT THE WORK HAS BEEN PERFORMED AND 10 THE MAXIMUM FLAME $PREA!) CLASS OF FINISH MA TERJAI..S USED ON THE INTERIOR WALLS ANO ANO PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO CONCRETE SLABS OR ASPHAL TIC CONCRETE PAVING. CONCRETE CONTRACTOR SHALL BE MATERIALS INST AL LED ACCORDING TO THE PLANS AND SPECIFICATIONS I\FFECTING 2 HANO-ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" & ,:,:Â· A.F.F. CEILINGS SHALL NOT EXCEED CLASS II FOR EXITWAYS AND CLASS 111 FOR ROOMS OR AREAS PER TABLE 8-AOF THE !BC BUILDING CODE. NORMAL HOURS: ANO THAT THE CONTRACTOR SHALL DEFEND: INDEMNIFY ANO HOLD THE OWNER RESPONSIBLE TO REPAIR ANY SPLASHING OF FRESH CONCRETE NON-RESIDENTIAL ENERGY. AND THE ARCHITECT HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED, IN 3 ALL HARDWARE SHALL BE THE LEVER TYPE WHERE REQUIRED ANO MOUNlED@JO" - 44Â· AF.F. CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT 19 ALL COMBUSTIBLES CONSISTING OF BOXES. SCRAP LUMBER. ETC. ON THE CONSTRUCTION SITE 30. CONTRACTOR TO PROVIDE PARKING SPACES ON SITE FOR BUILDING OfftCIALS ARCHITECTS. 11. THE WATER FLOW SWITCH FOR THE AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE MONITORED SHALL BE CLEANED UP ANO DISPOSED OF IN AN APPROVED MANNER ON A DAILY BASIS ETC. THE VEHICULAR ACCESS MUST BE PROVIDED ANO MAINTAINED SERVICEABIÂ£ THROUGHOUT 4 LATCHING & LOCKING ODORS TH/1.l llRE HANO ACTIVATED& IN THE PATH Of TRAVEL SHAU. BE BY A UL LISTED CENTRAL. REMOTE OR PROPRIETARY MONITORING STATION. 4. All COSTS FOR INSPECTIONS. TESTS AND BUILDING PERMITS SHALL BE THE RESPONSIBILITY Of CONSTRUCTION OPERABLE W/A SINGLE ACTION LEVER TYPE HARDWARE BY PANIC BARS. PUSH-PULL ACTIVATING THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE IN THE SPECIFICATIONS 20. THE CONTRACTOR SHAlL PROVIDE ANO INSTALL ALL BOLTS. NAILS. FRAMING CLIPS. WASHERS, BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE W/0 REQUIRING THE ABILITY TO 12. TAMPER SWITCHES SHALL BE PLACED ON ALL VALVES CONTROLLING THE WATER SUPPLY TO THE AUTOMATIC FIRE SPRINKLER SYSTEM. VALVES CONTROUING WATER SUPPLY SHALL INCLUDE: PLATES. HANGERS. ETC. FOR A COMPLETE INSTALLATION WHETHER OR NOT SPECIFIED OR GRASP THE OPENING HARDWARE 5 THE CONTRACTOR TO INCLUDE COST FOR ALL REQUIRED SITE STAKING INDICATED ON THE PLANS. P.l.V .â€¢ D.S. & Y. ON THE DOUBLE DETECTOR CHECK VAlVES ON THE SPRINKLER RISER. OR ANY OTHER VALVE CONTROLLING THE WATER SUPPLY. 5 PROVIDE CYLINDER GUARDS ON ALL MORTISE OR RIM TYPE CYLINDER LOCKS ON OUTSIDE SIDE OF DOOR WHENEVER CYLINDER PROJECTS BEYOND THE FACE OF DOOR OR IS OTHERWISE ACCESSIBLE TO GRIPPING TOOLS ENERGY NOTES 6. ALL PIN-TYPE HINGES WHICH ARE ACCESSIBLE FROM THE OUTSIDE WHEN l'HE DOOR IS CLOSED SHALL HAVE NON-REMOVABLE HINGE PINS IN ADDITION. THEY SHALL HAVE A MIN 114" DIAMETER ,------- STEEL JAMB STUD WITH 114' MIN PROJECTIONS UNLESS THE HINGES /\RE SHAf'EO TO PREVENT REMOVAL OF THE 000R IF THE HINGE PINS ARE REMOVED. 1. ALL WORK REQUIRED TO MEET CURRENT 2010 OREGON ENERGY EFFICIENCY SPECIALTY CODE 7. CLEARANCES FOR GUIDE RAILS SHALL BE AS FOlLOWSÂ· 2 PER SECTION 502 EXCEPTION 114 EXISTING ROOFICElllNG. WAlL OR FLOORS ARE EXEMPT FROM A) 6 INCHES MAX BETWEEN RAILS & LEADING EDGE OF DOOR @THE CLOSEST POINT IN ITS ENERGY CODE COMPLIANCE PROVIDED ALL CAVITIES EXPOSED DURING CONSTRUCTION ARE TO ARC OF TRAVEL BE INSULATED TO FULL DEPTH WITH INSULATION HAVING A MIN. NOMINAL VALUE OF R-3.0 PER 13} 6 INCHES MAX BETWE.EN RAILS & THE DOOR IN AN OPEN POSITION INCH ANO INSTALLED PER SECTION 502 C) 2 INCHES MIN BETWEEN RAIL@ HINGE SIDE & DOOR IN AN OPEN POSITION D) 2 INCHES MAX.BETWEEN FREESTANDING RAILS & JAMB OR OTHER ADJACENT SURFACE 3 EXISTING EXTERIOR WAlLS ARE FURRED OUT IN SOME AREAS. THE EXISTING FURRING ANO INSULATION (IF ANY) IS TO REMAIN. ANY CAVITIES OPENED DURING CNSTRUCTION ARE TO BE 8 POWER OPE.RATED DOORS MUST CONFORM TO 2009 IBC. FILLED PER NOTE #2 ABOVE. 9. NO THUMB LATCHES OR KEYED CYLINDER DEADBOLTS ALLOWED ON ANY DOORS UNLESS 4 ANY EXISTING MASONRY WALLS WITHOUT FURRING AND INSULATION ARE TO REMAIN THE SAME. OPERATED BY A SINGLE ACTION WIA LEVER IF ANY FURRING WALLS ARE ADDEO CURRENT ENERGY CODE OF R-5.7 CONTINUOUS INSULTION IS TO BE PROVIDED. 10. MANUI\LL y OPERATED EDGE OR SURFACE MOUNTED FLUSH BOLTS & SURFACE BOLTS ARE PROHIBITED ON EXIT DOORS 0 0 0 0 0 0 5 MORE ENERGY NOTES FOUND ON SHEET A1.21 ANO A1.01. 11. EXIT DOORS USED AS PAIRS WI APPROVED AUTOMATIC FLUSH BOLTS SHALL NOT HAVE DOOR ENERGY DESIGN NOTES: KNOOS OR SURFACE MOUNTED HARDWARE ON THE INACTIVE LEAF 502.4.1 ALL INSULATION MUST MEET R VALUES ANO DENSITIES OF THE OREGON ENERGY CODE ALL 12 EXITOOORS SHALL BE OPERABLE FROM THE INSIDE W/0 THE USE Of A KEY. SPECIAL INSULATION NEEDS TO HAVE ITS R VALUE REA.OILY IDENTIFIABLE. KNOWLEDGE. OR EFFORT & OPEN IN THE DIRECTION OF EGRESS 502~,_1 All GLAZlNG U-FACTORS ARE TO BE OETERMlNEO. CERTIFIED ANO LABELED BY A LICENSED 13 ILLUMINATED EXIT SIGNS@ EACH EXIT TO HAVE GREEN LETTERS A MIN Of 6" HIGH. SUCH SIGNS AGENCY OF NFRC TO MEET NFRC 400. SHALL BE SUPPLIED BY A SEPARATE ELECTRICAL CIRCUIT OR HAVE BATTERY BACKUP. 502.4.3 ANY NEW PENETRATIONS OR CHANGES TO EXISTING BUILDING ENVELOPE TO BE SEALf.D. 14 ALL HANDICAPPED ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WI AT LEAST ONE STANDARD CAULKED. GASKETED OR \NEA THER STRIPPED TO MINIMIZE l\!R LEAKAGE SIGN & WI ADDITIONAL DIRECTIONAL SIGNS VISIBlE FROM APPROACHING PEDESTRIAN WAYS IF REQUIRED. 502.4.7 RECESSED LIGHTING FIXTURES IN BUllDtNG ENVELOPE MUST BE IC RATED AND M:ET ASTM 15. PROVIDE A 5" BY 5" SYMBOL OF ACCESSIBILITY Al ALL PRIMARY BUILDING ENTRANCES WHEN E283 AND BE LABELED AS SUCH REQUIRED . ',.. - _l_ l. 101.4.2 VESTl6ULE NOT REQUIRED 16 ALL ENTRANCES & ALL EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDINGS & FACILITIES SHALL ! BE MADE ACCESSIBLE TO PERSONS WI DISABILITIES. t L~TING NOTES: 17 MAX EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5POUNOS FOR EXTERIOR DOORS & 5 i POU NOS FOR INTERIOR DOORS. SUCH PULL OR PUSH EFFORT BEING 11.PPLIEO@ RIGHT ANGLES 505.2.2 ALL SPACES MUST BE CONTROLLED WITH SEPARATE SWITCHES PER SPACE TO HINGED DOORS & AT THE CENTER PlANE OF SLIDING OR FOLDING DOORS. COMPENSATING â€¢ I DEVICES OR AUTOMATIC ODOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANO/I.ROS. DAYLIGHTED ZONES AS DEFINED SHALL t3E PROVIDED WITH INDIVIDUAL CONTROLS WHEN FIRE DOORS ARE REQUIRED. THE MAX EFFORT TO OPERATE THE DOOR MAY BE INCREASED EXCEPllONS RETAIL SPACES LESS THAN 350 SQ fl EXEMPT WI OCCUPANCY SENSORS TO THE MAX ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY - NOT TO EXCEED 15 POUNDS. PERMIT SET ALL SPACES NEED 10 BE EQUIPPED WITH AUTOMATIC SWITCHES (OCCUPANCY SENSORS WHEN 18 AUTOMATIC SLIDING DOORS ARE TO BE CONSTRUCTED PER ICBC. FIRE DEPARTMENT & IBC POSSIBLE) STANDARD REQUIREMENTS FOR DOOR BREAK AWAY HARDWARE (REFER TO SPECIFICATIONS) ~ q ,---, . r\-- - I PROVIDE SIGN ON EACH LEAF: "IN AN EMERGENCY, PUSH TO OPEN" 06.01 .15 I i, ,, ~ I L~~~TI~: ::~;ATTS MAX 19 ALL FIRE RATED DOORS & ALL EXlERIOR SWINGING OOORS SHALL HAVE CLOSERS. ] ' Iâ€¢ ~7 PIAN j I I' ~ - - 20. FIRE RATED DOORS SHALL SE A LABELED RATED ASSEMBLY WI SMOKE GASKETS & BE 1, 11 SELfâ€¢CLOSING -J PER OSSC 1006. THE MEANS OF EGRESS. INClUOING THE EXIT DISCHARGE. SHALL BE ILLUMINI\TED Al ALL 21. CORRIDOR & PASSAGE WAYS ARE 44" CLEAR WIDTH MIN. OOOR SWINGS INTO EXIT CORRIDORS I TIMES THE BUILDING SPACE SERVED BY THE MEANS Of EGRESS IS OCCUPIED. THE MEANS OF EGRESS SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN HALF -~ I ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOQT,CANDLE AT THE FLOOR LEVEL. THIS INCLUDES THAT ,[ -1, I - PORTION OF A MEIi.NS OF EGRESS SYSTEM BETWEEN THE TERMINATION Of AN EXIT ANDA PUBLIC WAY. 22 WEATHER STRIP ALL EXTERIOR ODORS WI GASKET-TYPE WEATHER STRIPPING ,) 01") '1 Iâ€¢ â€¢1 I THE POWER SUPPLY SHALL NORMA.LL Y BE PROVIDED BY THE PREMISES' ELECTRICAL SUPPLY. IN THE EVENT :J '1 Â·ll OF ITS FAILURE, ILLUMINATION SHALL BE AUTOMATICALLY PROVIDED FROM AN EMERGENCY SYSTEM FOR 23. All DOORWAYS LEADING TO SANITARY FACILITIES SHALL HAVE INTERNATIONAL MEN"S & (B c= I I OCCUPANCIES WHERE TWO OR MORE EXITS ARE REOUIREO. THE EMERGENCY POWER SYSTEM SHALL WOMEN"S SYMBOL. ON DOORWAYS LEADING TO MEN'S SANITARY FACILITIES AN EQUILATERAL _ _j 1, 1, PROVIDE POWER FOR NOT LESS THAN 90 MINUTES TRIANGLE 114" THICK WI EDGES 12Â· LONG & A VERTEX POINTING UPWARD & ON WOMEN"S ---.; ,' â€¢ SANITARY FACILITIES. A CIRCLE 1/4" THICK & 12"IN DIAMETER. THESE GEcÂ».ETRIC SYMBOLS SEE ELECTRICAL PLANS FOR LIGHTING DESIGN AND REQUIREMENTS SPECIFIC TO THIS PROJECT SHALL BE LOCATED ON THE WALL ON THE LATCH SIDE OF THE DOOR & THEIR COLOR& CONTRAST 1 SHAU BE DJSTINCTL Y DIFFERENT FROM THE COLOR & CONTRAST OF THE OOOR Ii 24. GLASS DOOR. ADJACENT PANELS. & ALL GLAZED OPENINGS WITHIN 18" OF THE ADJACENT FLOOR SHALL BE OF GLASS APPROVED FOR IMPACT HAZARD. /=--d ~---- 25. GLASS DOORS. ADJACENT PANELS. & ALL GLAZED OPENINGS WITHIN 24" OF ANY OOORS SHAlL BE _J OF GLASS APPROVED FOR IMPACT HAZARD. 1 EXITNG NOTE: 26. REFER TO MECHANICAL PLANS FOR UNDERCUTS OF DOORS DIAGONAL OF SALES AREA IS: 166"-10" 27. A FLOOR OR LANDING NOT MORE THAN 112" BELOW THI.a THRESHOLD SHALL BE PROVIDED ON â–¡ 113 Of DIAGONAl IS: 55".8" BOTI-i SIDES Of EXIT DOORS. LI n DISTANCE BETWEEN TWO FRONTEXtlS 117"-10" THUS OK. WILLIAMOIIY\011AH0.Sl[H.IIRCt<ll[CI 28 PROVlOE NOT MORE lHAN 114" GAP UNDER All INTERIOR EXIT DOORS (TYPICAL) MAXIMUM TRAVEL DISTANCE ALLOWEDÂ· 250Â·.oâ€¢ MAX TRAVEL DISTANCE IN SALESÂ· 196".8" THUS OK ~ OIIIL 29. THE LOWER 10- OF ANY DOOR SHALL HAVE SMOOTH PLANE SURFACE MAX TRAVEL DISTANCE IN STOCK AREAÂ· 96".8" THUS OK ~,- I ,--- DISTANCE BETWEEN EXITS= 117'Â·10. EXITING CALCULATIONS: 1 ADA - DOOR NOTES --~--ac!.ada=da=--'-_,,,_ -~Â· l-=-=.â–¡~ ~â€¢ SALES FLOOR/RESTROOMS/OFFICES: 13.407130" 447 OCCUPANTS 1. THIS PROJECT SHALL COMPLY WITH All FEDERAL 11.MERICANS WITH DISABILITY ACT REGULATION MINIMUM NUMBER OF EXITS REQUIRED (TABLE 1019.1)" 2 ~ ANO All LOCAL ACCESSIBILITY REGULATIONS ACTUAl NUMBER OF EXITS PROVIDED" 2 MINIMUM EXIT WIDTH REQUIRED= 447 X :r" 89.4. 2. THRESHOLDS SHALL BE NO HIGHER THAN vr ABOVE THE FLOOR EDGE TO BE BEVELED WITH A ACTUAL EXIT WIDTH PROVIDED" 204Â· THUS OK ~l __ SLOf>E NO GREATER THAN 1 IN 2 ., STOCKROOMSÂ· 4,527/300 " 16 OCCUPANTS DRAWN BY CE 3 DOOR HARDWARE SHALL BE Of THE LEVER OR PUSH TYPE. MOUNTED JO" T044" ABOVE THE CHECKED BY BP FLOOR AND BE OPERABLE WITH A MAXIMUM EFFORT OF 5 LBS. FOR INTERIOR OOORS MINIMUM NUMBER OF EXITS REQUIRED {TABLE 1019.1)"' 2 ACTUAL NUMBER OF EXITS PROVIDED" 1 4 ACCESS113LE DOORS MUST l;IE MINIMUM 3'-0"W ll 6".fl"H MODIFY If REOUIREO MINIMUM EXIT WIDTH REQUIRED c 16 X .2" "3.2" (36" mll'I.) I JOB #: 15-040 ACTUAl EXIT WIDTH PROVIDED" 36 5 PROVIDE 18" Ct.EAR SPACE AT STRIKE/PULL SIDE ON INTERIOR DOORS ANO 12"CLEARAT "THUS OK STRIKE/PUSH SIDE OF DOORS WI CLOSERS. TOTAL OCCUPANCY LOAD= ~OCCUPANTS EXITING PLAN 6. FLOOR SHALL BE LEVEL THROUGHOUT. l I APPROX NUMBER OF EMPLOYEES: 35 7 IRNESGIDE ARDWLITEHSS OUOT F TTHHE E UOCSE COUF PAA NKT ELY OOR AD ASENY RVESPED.CEIAL XIT KDOORNOWLS EDSGHALL E OR BE EFOFPE.ORNTAB. !Â£ FROM lHE I ,- --j 8 PROVIDE TACTILE EXIT SIGN AT ALL GRADE LEVEL EXIT DOORS. G0.02 1 9 ILLUMINATED EXIT SIGNS TO BE PROVIDED AT ALL EXIT DOORS REUSE OF DOCUMENTS This document, and lhe ideas and designs incorporated, as an instrument or proressional service is the property of Framework Architeclure, Inc. and is not to be used, in whole or in part, for any reason wilhoul the written authorizaUoo of Framework Architecture, Inc. PERMIT SET 06.01.15 $ PIAN WlUIAMllAVHlKAIUJ<$1LM.A,Â«:1f11LC1 l:::,,_ U.-.tl DRAWN BY CE I CHECKED BY BP JOB #: 15-040 SITE PLAN SITE PLAN I_ ~CALE Â·=:i-1 A0.01 1" = 20'-0" CLEAR ANY AMOUNT PULL SIDÂ£ PUSH SIDÂ£ PULL SIDÂ£ PUSH SIDE -- ----------THREADED OR WELDED CAP REUSE OF DOCUMENTS i'--~- 7 LETTERS ANO NUMBERS: /.'. WIDTH NOTE. NOTE: NOTE: NOTE. -Â·â€¢Â·...::: This document, and lhe ideas X"36"MIN.IFY=60" â€¢ V=48" MIN. IF DOOR HAS Â· Y=54" MIN. IF DOOR ' Y=48" IF DOOR and designs incorpC>rated, as an 1. WIDTH TO HEIGHT RATIO BETWEEN 3:5 AND 1:1. 1 j -----1-3/4" MIN STD GALVANIZED ' ~ 2. STROKE WIDTH TO HEIGHT BETWEEN 1:5 AND 1:10 +-LOBBY X=4T MIN. IF Y=54.," BOTH A CLOSER g LATCH HAS A CLOSER HAS A CLOSER. z. 0 instrument of professional 4-=:..P"] J------- PIPE (ASTM A53) 0 service is lhe property of I I~~-":] 3. CONTRAST CHARACTERS ANO SYMBOLS WITH ' -- ~ X i /__Mâ€¢ ~~/ 22" M!N. Framework Architecture, Inc. BACKGROUND. I 4. SANS SERIF CHARACTERS. {--/ _, ii 12" MIN.' ! Â·,:: and is not to be used, in whole ,:. 11 - 1---------------- ~-;.~-;, ~~~~ -"- "' - ---- or in part, for any reason without the wriUen authorization of I â€¢ >- >- )(-/ /-: Framework Architecture, Inc. SIGNS / PICTOGRAMS: ' _:::-:~;~-.~ 5. PICTOGRAMSIPICTORIAL SYMBOL SIGNS SHALL BE (: I 1' = :___, ~ d Â·+- "'j"- ' ACCOMPANIED BY THE EQUIVALENT VERBAL I / / r ---116"THICKGALVBRACKET ), 2.:i@" OC .;, CL3E2A'RM,I__TYN.P. f-J,~MIN:_ DESCRIPTION PLACED DIRECTLY BELOW THE I I, I ~ I ~- CLEAR, TYP. PICTOGRAM. THE BORDER DIMENSION SHALL BE 6" +--.~FIBER WASHER I MIN HEIGHT. --~â€¢~1' __ , @HINGE SIDE APPROACH @LATCH SIDE APPROACH 6. CHARACTERS AND BACKGROUNDS SHALL BE OF NONâ€¢GLARE, CONTRASTING COLORS. I FIGURE A CANE HITS , â€¢:JI~-~,;Â·~, i~i~i 7. SIGNS/PICTOGRAMS SHALL BE INSTALLED ON THE POST OR NOTE: X=1T IF DOOR HAS BOTH CLOSER ANO LATCH :.i~~~iL~'~C; - - , """"'._""'"""'"t_ DETECTABLE WARNING 1" ' WALL ADJACENT TO DOOR LEADING TO THE ROOM PYLON /- --/ PULL SIDE PUSH SIDE OR SPACE THEY DESCRIBE AND@ 60" AFF TO SIGN BEFORE '-1-.J ---------METAL SIGN CENTERLINE & WHERE A PERSON MAY APPROACH PERSON HITS :'1' â€¢ (--/ 24" PREF. â€¢ .- WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERING OBJECT 18â€¢ MIN. // XJ_12" MIN) ..;;:--- ~ PROTRUDING OBJECTS OR STANDING WITHIN THE 2 ~r~ I ~Â· NOTE: DOOR SWING AREA. :i: - :E MASCO CAST INTACT - CAST IN- PLACE 8. VERTICAL CLEARANCE @ SUSPENDED SIGNS WITH DETECTABLE WARNING PANEL 36"X24" MINIMUM HEADROOM OF 80" REQUIRE MIN 3" ~ i_-_. NOTE: All DOORS 1N ~ PART #MATP32 â€¢ COLOR YELLOW OR ALCOVES SHALL COMPLY CHARACTER HEIGHT MEASURED BY USING '] -i-.. t1 ------SIGN POST PER CITY REQUIREMENTS UPPERCASE "X" CHARACTERS AND NUMBERS WITH THE CLEARANCES SHALL BE SIZED ACCORDING TO VIEWING DISTANCE FOR FRONT APPROACHES 1"--'- I,------- @FRONT APPRO~CH 0 ---- FROM WHICH READ. LOWER CASE CHARACTERS TRUNCATED omiE _ PERMITTED. ADA REQUIREMENTS SCALE ADA DOOR REQUIREMENTS SCALE ANCHORAGE [ SCALE 8 ADA HAZAR=D=s~R=E=Q=u~1=R=E~M=E~N'=TS~E-~, -4- -- 9S. IGN ALLOL CAACTCIOESNSSI: BLE ENTRANCES IDENTIFIED WITH PROTRUDING OBJECTS 1/4" = 1'-0" APPROACH REQUIREMENTS 1/8" = 1'-0" 12 POST MOUNTED SIGNS â€¢ TYP-IC-AL ~--1/4-" = -1'--0" ~~- DETECTABLE WARNING DEVICE-TRUNC DOME 6" = 1'-0" ----- MINIMUM OF ONE STANDARD SIGN. -}'~ -/ 1/2" RADIUS 10 1 . ----------CIENTER LINE OF STALL 1 -~-- FINFLOOREVEN _,_ I __ r ~BLUE BACKGROUND. TYP . Â· ~gg~~~~B~'i: ~:~~6~~~~~~NA~~L~tiulRED. I -,- ~~,~~~Â·~~~~~~~~i~~~~i~_Â· e-1' --------ti~::::::~::UNO 11 0 1 ' I -). i[1~,~WHITE CHARACTERS, TYP. Â· ~~~1~:RGY\~~i1_~i:~EF~;p~:~1~~~:~~~~~l~~eE I~ fJ;~~1:~lt(~~ll 1Â· HIGH WHITE LETTERS INFORMATION POSTED 1N THE LOBBY AS PART OF I~ ~l;Atlll!HLS Wll'IIL !OWLD"'w"v"'1 LUE BACKGROUND I THE BUILDING DIRECTORY. I ~I I 112" MAX PILE HEIGHT I (1.1:1~ EE~tti'.'.!;::~~~l)VI.HCI.LS ~ ! PARKING REFLECTORIZED SIGN {1<1111H1) 1 I I OHlll'ILlLl'H0>11NG<-;,,,o,,.nu-) --~'-,'H_R_E_s_Ho_L_D'w___,Â·hwÂ· l,w,Â·,Â·,-:.Â·â€¢~,1cY .. ',,_i,,_._ * COMPRESSED CARPET 114' MAX I ONtY ------- CONSTRUCTED OF PORCELAIN INTERNATIONAL SYMBOL OF ACCESSIBILITY: -~-I'========='-- BOT OF SIGN$ ! I 1 ..,. STEEL WITH BEADED TEXT OR 12. STANDARD USED TO IDENTIFY ACCESSIBLE II 22" MIN ELEV. 3'-oÂ· MIN AFF BELOW THRESHOLD ( I EQUAL FACILITIES. -/~-~~=--/.- PROPORTIONS I 0 TRANS!TtON BETWEEN FLOOR FINISHES _, --,~ 13. WHITE FIGURE ON BLUE BACKGROUND, COLOR INTERNATIONAL #15090 ON FEDERAL STANDARD #595A. 17" MIN YAN SIGN OF / -/ ~~------------ 14. WHEN ENFORCING AGENCY DETERMINES, IF NOTE: 9 ACCESSIBILITY ' - . -=- !~S~IB~-â€¢---~~NE:~~!~~:~~;~~K~~~;1GN APPROPRIATE, SPECIAL DESIGNS ANO COLORS MAY 1. OWNER TO PROVIDE ADDRESS ANO ;., BE APPROVED. I'. UPN:'::,._u,iÂ°HORizS::~eD~VE~~HIC:l:Eo S 1' Â·1 TELEPHONE INFORMATION rÂ· 1l2"MAX MINIMUM 2. VERIFY RECLAIMED LOCATION ANO PHONE NOTDISPI.AYl'IG _c , FINr l'SO ,- I DIS!~~~~~~~~;= NUMBER WI OWNER PRIOR TO FABRICATION ~~ BRAILLE: ~j 3. REFER TO SITE PLAN FOR SIGN LOCATIONS 1!ilJSE CONTRASTED GRADE 2 BRAILLE DOTS TO BE ISSUEDfORfERSONS 4. PROVIDE SIGN AT EACH STREET ENTRANCE L 1/4" MAX 2"X2" GALV. STEEL ~..J._ TO TOP OF 0.01 INCH ON CENTER IN EACH CELL. ~ : MJ\i!1:,}!i~~:! .... , I Â® THRESHOLD POST WHERE REQ.____/___, WALKING 16. 0.02 IN SPACE BETWEEN CELLS. ) ,owe"Â°e~t~~s,.~vBÂ£ SURFACE 17. DOTS RAISED MINIMUM0.0025 INCH ABOVE NOTE: FOR TYPICAL INTERNATIONAL BACKGROUND. I I OR 8/~:~~ING 114" MAX J~ 3_'-0" MIN~Â·-----/ PLACEMENT REFER SIGNAGE NOTE: -----~ 1. SIGN TO BE CENTERED AT THE INTERIOR END OF THE PARKING STALL SYMBOL OF { TO SITE PLAN 2. AREA OF SIGN TO BE A MIN. OF 70 SQ. IN. (lclo~"""',_~_â€¢Â·-----------{; ACCESS FOR ..--- 3. DESIGNATE FOR "VAN ACCESSIBLE" WHERE APPROPRIATE HEARING I ' ALV STEEL POST SEE SHEET A0.00 FOR NOTE: REFER TO SITE 4. WHEN IN THE PATH OF TRAVEL, SIGN SHALL BE POSTED AT A MIN. BO IN. FROM IMPAIRED I ~ I WHERE REQUIRED Â© LEVEL CHANGES CORRECT LAYOUT PROJECT MANUAL FOR BOTTOM OF SIGN TO THE PARKING SPACE FINISH GRADE. WHEN WALL MOUNTED, PAINTING INFORMATION BOTTOM OF SIGN TO BE AT 60 JN. 1 ADASIGNAGE SCALE 191 I ADA SIGNAGE - PARKING -1,_Â· _S_C_A_LE - 15 ADA THRESHOLD SCALE 1 11 ADA PARKING SIGNAGE ,_~S~C~AL~E~ ~ 7 -- ADA REQUIREMENTS ~~,3- SIGNS AND PICTOGRAMS 3/4" = 1'-0" UNAUTHORIZED PARKING-WALL OR POST MTD 1" = 1'-0" REQUIREMENTS AND LEVEL CHANGES-TYP 3" = 1'-0" PAINTED ON PAVEMENT-TYP 1" = 1'-0" PROTRUDING OBJECTS 1-0_" = 1'-0'~-- ------ --~---- 1 32" CLEAR i' -/ 6"MIN .... ~ /---,' _,_ -~2"X2" GALV. STEE TUBE POST EFERRED 24" MIN EXTERIOR & 16" r----- CLEAR OPENINGS MUST BE z )-- ~ . -â€¢---------------Â£LUE BACKGROUND TYP INIMUM / /WHERE ADJACENT MIN INTERIOR BEYOND BETWEEN THE DOOR IN ITS STRIKE EDGE OF A â€¢ .. i/ STOP 90 DEGREE OPENING ~ EN~:Â·----- - ---:::~: ~;~:~~N:~p ~' t:;:=-Â±-t- ;.,~ ~ REQUIRED - ----r-r, ~~~r'buc~~~~ OR GATE OR DOOR ON THE POSITION ANO THE FACE OF c=,__1~, ~ I CLEAR SPACE I 12"MIN IF DOOR SIDE TOWARD WHICH IT -=1_,, r _ THE STOP. ==~---~8.0. SIGN-WALL MOUNTED t--0 U.t--'" o:: ! z I /Â· HAS BOTHA SWINGS fi0 " 3'-0" MIN ABOVE FINISH GRADE ~I~~~ -~-:--\--;i-' ' :, I 32" MIN Â· ,, . ! CLOSER AND A LATCH SINGLE DOOR l.::_c::::_ I ~ / CLEAR .,,--4 I V ;,3-2"CL-EAR ,' 'Â°,~8~ - ~ ,:, CLEAR OPENINGS FOR TWO 6"MIN ---.1-~~~I fr", /--/ LEAF DOORS MUST BE BETWEEN EITHER DOOR IN "1Â·- c;, I "9] , ""~~c= ~---------------Â£LUE BACKGROUNDTYP ::, ~ ~~ 1 Â· '.A ,\...'J\, "- 1 '--,aÂ· MIN 1 , ',, I/"'". ITS 90 DEGREE OPEN ~ ,~ , WHITE ARROW SYMBOL :! I Â· ,_. --------- ,_,, -- "' .... " .... "" .. , ...... , """' "'""" POSITION ANO THE EDGE OF PERMIT SET ~ I __ f.~, . \ I INTERIOR _j~ ',, -> '-== THE OTHER DOOR ~ 1:.y BO SIGN_ WALL MOUNTED DIRECTION VARIES TYP & NUTS FOR SIGN MOUNTING I ' ~ g ,.- ' 24" MIN {'--- - 1_1:--', ~ -=~ 06.01.15 I EXTERIOR Â® DOUBLE DOOR NOTE: I !REQUIRED I OF BUILDING 3'Â·0" MIN ABOVE FINISH GRADE All BUILDING ENTRANCES I "i,.- ~L~A~ S~AÂ£E - ..J ,,. 32" _CLEA_ R ,,, THAT ARE ACCESSIBLE TO ~, ~Js~;:::. PLAN AND USABLE BY PERSONS , ,n ------2" X 2" GALV STEEL TUBE POST ~~?:1::~;~:r~~ ,,. I /- 6"MIN --/ WITH DISABILITIES SHALL 24" MIN EXTERIOR ' --- - '- 1 1 '----;;: BE IDENTIFIED WITH AT / J1 I ,+-I ---------- AN ADULT SIZE WHEELCHAIR LEAST ONE STANDARD 0â–¡ AVERAGES 271NCHES IN SIGN ANO WITH 00R 32 ADDITIONAL DIRECTIONAL I ~ I= ~ I I ;-z~:~Â·P~HN~N~~~~~~s 2112 SIGNS, AS REQUIRED, TO $ ~ J1,J INCHES ON EACH SIDE FOR BO ~N - WALL MOUNTED BE VISIBLE TO PERSONS -----<;â€¢ONG. FOOTING 9" X 9" X 1'-6" HANDS. 3'-0" MIN ABOVE FINISH GRADE ALONG APPROACHING ~--~- ===;;;=====;;::::=::;;======== Â® PEDESTRIAN WAYS .... ~ ... DOUBLE DOOR PULLSIDE~- 1- ADA=D~o~o=R~R=E=Q=u~1=R=E=M~E=N~T=s~1 __ s_c_AL_E __ 1 ADA ENTRANCE/EXIT SIGNAGE' sc_A_LE_~ SIGN POST SCALE 6 ~ "' r---~ '.::::<:>;:; CLEAR WIDTH -FOR D-OOR- S AND PASSAGES I 1/4" = 1'-0" 14 ACCESSIBLE ENTRANCE/ROUTE 1-1/2" = 1'-0" 10 TYPICAL 3/4" = 1'-0" i- 00 18" MIN ~ 1! 35 â€¢ MIN ~ :1~:~~ ,O" HIGH SMOOTH SURFACE AT DOOR BOTTOM. EITHER ATTACHED PANEL I INTERIOR 24"MIN -ID --f 11 'f - -/ OR BOTTOM RAil. I _L EXTERIOR ~ HARDWARE: OF BUILDING :, I Eke~ 2. OPENABLE FROM INSIDE WITHOUT USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT. 1-~ ;;!l: 3. OPENABLE BY SINGLE EFFORT, LEVER-TYPE DEVICE (NOT REQUIRING GRASPING). ~ 4. MOUNTED 36" TO 42" AFF. ~ ~ 5. MAXIMUM 65 LBS EFFORT TO OPERATE EXTERIOR DOOR, 5 LBS FOR INTERIOR. IPUSH SIDE ,,. 5,4"MIN ~â€¢ii:,:uMPER 0 "NOTE: 48" MIN IF DOOR HAS BOTH A LATCH ANO A CLOSER Â©VESTIBULE Â©CORRIDOR 36" TO 42" LEVER~-- OR LI-SHAPED â–¡ \ HANDLE I DRAWN BY CE .. \);;J f I~-- "--' CHECKED BY BP NOTES. ~c:;~~M RAIL -;!_ l.__ ~ ~EAR SPACES MUST BE LEVEL TO PREVENT WHEELCHAIRS FROM ROLLING WHEN THE OR PROVIDE I JOB #: 15-040 OCCUPANT RELEASES THE WHEEL GRIPS TO REACH FOR THE DOOR. 1/4" PER FOOT IS I KICK PLATE ALLOWED FOR DRAINAGE. I , AUTOMATIC DOORS SHALL COMPLY WITH ANSIBHMA A15610-1985 SLOW OPENING, SITE/BUILDING I 2. WHERE DOORS OPEN ONTO, BUT NOT INTO A CORRIDOR, THE REQUIRED LEVEL AREA LOW POWERED DOORS. DOORS SHALL TAKE AT LEAST THREE SECONDS TO OPEN ACCESSIBILITY DETAILS BEYOND THE DOORS MAY BE A MINIMUM OF 48". FOR A0DIT10NAL INFORMATION, REFER BEFORE BACK CHECKING AND NOT REQUIRE MORE THAN A 15 POUND FORCE TO STOP TO APPLICABLE NOTES ON TYPICAL ACCESSIBILITY NOTES SHEET. THE DOOR MOVEMENT. THE DOOR OPENING FORCE OF A POWER ASSISTED DOOR I SHALL COMPLY WITH SECTION C5212. ITS CLOSING SHALL CONFORM WITH ANSI. l-~A=D~A~D~O~o=R=REQUIREMEN~ -=-scCCCAC-CLE~~-1-7~--~A~D~A~D~o=o=R~R=E=Q=u~i=R=E~M=E=N=T=s SCALE A0.02 CLEARANCES I 1/4" = 1'-0" GENERAL 1/4" = 1'-0" REUSE OF DOCUMENTS ' ,o;;>,.,. ---------- -FLUSH CONTROL IS SOAP DISPENSER (8822) FULLY RECESSED PAPER TOWEL DISPENSER & ~ SURFACE MOUNTED (20 GAL) WASTE RECEPTACLE WATER CLOSET. SEE PLUMBING SHEETS "l OPERABLE WI ONE This documen!, and the ideas WASTE RECEPTACLE (B3803) \,15 ' (B275) 0 HANO & DOES NOT and designs incorporated, as an L - lO"MIN ~ REQUIRE TIGHT instrumen1ofprofessional RECESSED TOILET SEAT COVER DISPENSER & ROLL RECESSED PAPER TOWEL DISPENSER (B362) RECESSED TOILET TISSUE DISPENSER WALL HUNG URINAL SCREEN. 24" MAX DEPTH / / 0 u GRASPING, service is the property of TOILET TISSUE DISPENSER (83474) PINCHING, OR Framework Atchi!eclure, Inc. s TWISTING OF THE and is not to be used, in whole ,_ ;: ~ ~t~~~ION MOUNTED T/2 FOR HC(83471)(0NE SIDE SURFACE MOUNTED PAPER TOWEL DISPENSER & (12 SURFACE MOUNTED TOILET TISSUE DISPENSER HEAVY DUTY STAINLESS STEEL TOILET PARTITION ' ~ WRIST- 5 LBS MAX or in part, for any reason withoul GAL) WASTE RECEPTACLE (83944 W/SKIRT) (B2888) , -- -~ ----------RAISEO SYMBOL - MEN OR WOMEN :, PRESSURE TO the wrinen au1horiza!ion of OPERATE Framework Atdlilecture, Inc. T/2 MOUNTED ON TOILET PARTITION (B347) RECESSED COMBINATION SANITARY NAPKIN & BABY DIAPER CHANGING STATION PROFILEÂ· COORDINATE WITH 18,; FLOOR PLAN ROOM NAMES. TAMPON VENDOR (315887 ,r. 25 CENTERLINE) "' ,,, I... -'\.- -- T/2 SURFACE MOUNTED ABOVE (B3479) SURFACE MOUNTED T/6 ABOVE (316988 ,r. 25 . ELECTRIC HAND DRYERÂ· DYSON AIRBLADE VAB12 WALL HUNG WATER CLOSET. STAINLESS STEEL 2 / !\ 30" CENTERLINE) / ' / ~ JIÂ· i ~30" WIDE ,r. 48" DEEP RECESSED TOILET SEAT COVER DISPENSER, NAPKIN RECESSED SOAP DISPENSER (8306) ' 18" TOILET GRAB BAR (86806,r.18) WALL HUNG URINAL , I , ~RAISED SYMBOL CLEAR AREA ' DISPOSAL, & TOILET TISSUE DISPENSER {B3574) ~ NOTES: :~ w o MEN i 1" RAISED LETTERS - "BOYS", "GIRLS", PARTITION MOUNTED (ONE SIDE FLUSH) T/3 FOR USE SURFACE MOUNTED in ABOVE (82111) WALL HUNG URINAL. STAINLESS STEEL '---------------URINAL PARTITION IN HC COMPARTMENT (B3571) ALL SWITCHESICONTROLSfTHERMOSTATS, ETC. ARE TO BE '~ =-'-"--'-iwo~lEK~ ~~~:~i~~:~~Ts~,~~iRN~S~';;'- INSTALLED AT A RANGE OF 15" TO 48" FOR FORWARD REACH ~ ROOM NAMES. T/3 MOUNTED ON TOILET PARTITION (B357) GRAB BAR MOUNTING WALL HUNG LAVATORY OR 9" TO 54" FOR SIDE REACH, ABOVE THE FLOOR (CBC '\. , __ - - ~'-GRADE#2BRAILLE 11178.6.3 ANO CEC 380). RECEPTACLE OUTLETS ARE TO BE INSTALLED AT LEAST 15" ABOVE THE FLOOR (CBC 11178.6.3 SURFACE MOUNTED T/3 (B3579) TOILET GRAB BAR (36" OR 42") (86806-36 OR B6806-42) WALL HUNG LAVATORY. STAINLESS STEEL ANO CEC 210). FAUCET CONTROLS AND OPERATING MECHANISMS AT SURFACE MOUNTED MULTI-ROLL TOILET TISSUE MIRROR WI 5" DEEP SHELF (8292 2436) COMMON USE BREAK ROOM SINK AREA. THE CONTROLS COUNTERTOP LAVATORY 14" DISPENSER (B288) SHALL BE SUCH THAT THEY SHALL: (1) BE OPERABLE WITH MIN ONE HAND ANO SHALL NOT REQUIRE GRASPING PINCHING OR /--/ RECESSED PAPER TOWEL DISPENSER & (12 GAL) SURFACE MOUNTED CONDOM VENDOR (B2801) WALL HUNG LAVATORY WI STAINLESS STEEL SHELF TWISTING OF THE WRIST; (2) REQUIRE NO MORE THAN 5 LBS WASTE RECEPTACLE (B3944) & BENT STEEL BARRIER CURB ATTACHED TO FLOOR ADA SANITARY FACILITIES ADA SANITARY FACILITIES:_ SCALE FORCE TO ACTIVATE; AND (3) BE LEVER OPERATED, PUSH ,__I _S_CA_L_E_ 8 4 RECESSED WASTE RECEPTACLE (12 GAL) (83644) SURFACE MOUNTED TOILET SEAT COVER TYPE, ELECTRONICALLY CONTROLLED, OR SIMILAR (CBC RESTROOM SIGN_A_G_E~__ 3'_' =_1'_-0_" _ URINAL REQUIREMENTS - TYP 1/2" = 1'-0" 1115B2.1.6.1) I DISPENSER (B221) SYMBOL DESCRIPTION: PROVIDE BACKING FOR FULLY OR PARTIALLY RECESSED PAPER TOWEL SANITARY NAPKIN DISPOSAL (8254) NOTE: DESIGNATIONS SHOWN ON THIS GENERAL GUIDE 00 ,.,. . ON DOORWAYS LEADING TO VERTICAL GRAB BAR DISPENSER & (12 GAL) WASTE RECEPTACLE (83900) NOT NECESSARILY MATCH THOSE SHOWN ON SHEET A-4.01. "MEN'S" SANITARY FACILITIES, AN REFER TO SHEET A-4.01 DESIGNATIONS, FIXTURES, ANO 1 FULLY RECESSED WASTE RECEPTACLE (B367) SURFACE MOUNTED PAPER TOWEL DISPENSER ACCESSORIES AS PERTAINS TO THIS PROJECT. 9 ?; ~~~~;;~~;~~~~~~~ t~ /,-------MG~~LB~~(tlNG PLATE FOR (84262) "- V._ VERTEX POINTING UPWARD & ON 1 'WOMEN" SANITARY FACILITIES, A I CIRCLE 1/4" THICK & 12" IN TF 8 \~T10 A T7 A lÂ®T14 A DIAMETER. THESE GEOMETRIC 48"MlN ;-- SYMBOLS SHALL BE CENTERED +------,/ TF 1'-0" I 1 '-Q" . ON THE DOOR @ A HEIGHT OF 60" 6 & THEIR COLOR ANO CONTRAST . 1 -"MIN -/- ), --------c./ /-~---- -/ SHALL BE DISTINCTLY DIFFERENT --- - -._-:_ =- __ --- - --j-CL E GEOF â€¢ FROM THE COLOR & CONTRAST SNKTO OF THE DOOR ~I -~,Â· LOF 24" MIN i 1 /----/ ~j~-~ , __ I , _ ,I -----.f'.ILEAR ACRYLIC :;; F~ I PLASTIC ,~,- _ D~~=~ \ -~ - ----- I ' i ~~ I~::; ,-- !: L-â€¢-~ Â·'\.'\. ~ lo~ ~ ii ,,,,.-----RADIUS CORNER ~ ll, "' ii~~ CL ~SUPPLY VERTICAL BACKING ~ ~~ !ti~ WHERE SIDE BACKING IS ~I~~~ o <;' ;;I ~I 3' ~w e ' SILICONE CAULKED NOTE: NOT POSSIBLE ~loo0~ :? 1'-0" I 1 /8'~ EDGES All ROUND THE AREAS OUTLINED IN DASHED LINES I 1> }' 118" 1 REPRESENT LOCATIONS FOR FUTURE INSTALLATION OF GRAB BARS FOR TYP f 18" MIN TO OUTLET WALL-MOUNTED BOTTOM OF MIRROR INSUL/4re EXPOSED PIPES AND HOT - AIR DRYER FIXTURE CONFIGURATIONS. 48" MAX TO OUTLET REFLECTIVE SURFACE AND COLD WATER SUPPLY LINES J~/Â£ ADA SANITARY FACILITIES - GENERAL GUIDE SCALE 11 ADA SANITARY FACILITIES L SCALE 7 ADA SANITARY FACILITIES SCALE 3 MOUNTING HEIGHTS - RESTROOM TOILET FIXTURES & ACCESSORIES 3/8" = 1'-0" RESTROOM SIGNAGE J 1-1/2" = 1'-0" GRAB BAR MOUNTING PLATES 1/2" = 1'-0" ------- -~-----~Â· EO EO 1'-0" 1'-0" ,. METAL STUD ------------METAL STUD /--/ ,./.. - _,L --1 f TYPICAL DOOR ~,---~/ J) {Â·/ CLEARANCE FOR WALL MOUNTED WALLSIGN PROTRUDING OBJECTS: - RECESSED FOUNTAINS: , ~ SIGN WHERE 1 WHERE i OBJECTS THAT PROTRUDE BEYOND 4" 1. WITHIN ALCOVES MINIMUM 18" FACE OF GYPSUM BOARD I OCCURS \ / I OCCURS FROM THE WALL MUST BE MOUNTED SO DEEP & 32" MIN CLR WHEN A _.,. ------ OR CERAMIC TILE WHERE ~~ ft-/ "I t, --TYPICAL THAT PART OF THE OBJECT IS BELOW 27" SINGLE FOUNTAIN tS ....--------- OCCURS FROM THE FLOOR IN ORDER TO OVERLA ~ I I /j.._ _, ROOM ID SIGN \OPEN/ '\. PERMITTED. \ ' - 12"H,r.36"W,r.1/8"THtCKSTEEL THE CANE DETECTION RANGE SPECIFIED A. CONTRACTOR SHALL USE BACKER PLATE WELDED TO STUDS \ I BY ADA STANDARDS. THE SIZE OF THE WATER ~ OR ATTACH Wl(3)1112 SMS@EA 2 FOUNTAIN TO BE USED TO STUD- EXTEND (1) STUD BEYOND ~Â· Â·1--~1' SIZE THE ALCOVE EQUIPMENT MOUNT \ 0~~ a ACCORDINGLY 5'ffi i\\ --:-~~ FORWARD REACH (COMPLYING WI MFR I \ MAXIMUM HIGH FORWARD REACH REQUIREMENTS ANO lC)~l ( ~ ~~ ALLOWED SHALL BE 48". RECOMMENDATIONS) AS / ul MINIMUM LOW FORWARD REACH PERMIT SET WELL AS COOROINA TING --~-~\1_'"--~---- "~ __ {_~! ALLOWED SHALL BE 15". W/ THE ARCHITECT. 06.01.15 15" 15" REFER TO TYPICAL ASSEMBLY J NOTES SHEET (SECTIONS "R" & 0 MOUNTING @ DOOR & WALL ' 0 MOUNTING @WALL {NO DOOR) "U"). PLAN NOTES: 1. DOOR SIGN: SHALL BE CENTERED ON DOOR AND MOUNTED 60" ABOVE THE FLOOR (WJ ---!' ~'"t~'i FLOOR SPACE: PROVIDE 30" ,r. 48" ADHESIVE ONLY - CAULK EDGES WI CLEAR SlLICINE)@ THE CENTER OF THE SIGN. CLEAR FLOOR 2. ROOM SIGN: RAISED & BRAILLED CHARACTERS AND PICTORIAL SYMBOL SIGNS / M, SPACE IN FRONT < (PICTOGRAM$). LETTERS & NUMBERS SHALL BE RAISED 1132", UPPERCASE, SANS SERIF OF DRYER OR SIMPLE SERIF TYPE, ANO SHALL BE ACOMPANIED WI GRADE 2 BRAILLE. RAISED CHARACTERS SHALL BE 518" HIGH MIN, 2" HIGH MAX ~ 3. FINISH CONTRAST: THE CHARACTERS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, OR OTHER NON-GLARE FINISH. 4. CHARACTERS ANO SIGNS: SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH !,--/ -A~D~A~W~A~T=E=R~F=O~U~N~T=A~IN T SIDE OF THE DOOR. SCALE ADA SANITARY FACILITIES SCALE J 18 0 GRAB BAR@ WALL Â® GRAB BAR@ WALL _ SCALE 6 1---------- REQUIREMENT-S - -TY-P --1-/2" -= 1- '-0" I ISOMETRIC ISOMETRIC _____ S_IG_N_A_G-'-"-E MOUNTING HEIG_H_T_S 1 3_18_" _=_1_'-0_" 1/2" = 1'-0" 6 ,r. 10 GA STEEL PLATE WELDED ---6 ,r. 10 GA STAINLESS STEEL ----- METAL STUDS TO STUDS- EXTEND {1)STUO PLATE WI SATIN FINISH BEYOND GRAB BAR@ EA END --------- 5 u . { !1 112" f,,1 1/ /2" ~4 SET SCREWS PER FLANGE . ~~ == Â«~~: -~~:::c.~~~o~'!~s~:s,:~~ 1~~:,,v <;, LENGTH WI MFG - WELD TO STUDS F ":I '. r _ I _ -MARINE PLYWOOD @WET AREAS I', ; .. ftt:=â€¢. "ST"EEL ooGRA"B â€¢~BAR ss r:,=c-c=-=''=='==f==. ==!=.=~ =eee;,,_;____ 112" CEMENTITIOUS BOARD I Â·.,i ._ - ---13GACONCEALED I~. MOUNTING PLATE ~- - -- -~::PESCUTCHEON :1 60"x60" DRAWN BY CE 2â€¢114" MB PER I ---------GRAB BAR AS SPECIFIED -ATTACH LEVEL & CLEAR CHECKED BY BP MOUNTING PLATE TO MET AL PLATE WISS MACHINE 1-------------F,RP !-------TOILET PARTITION i SCREWS SUPPLIED BY MANUFACTURER ~--------PARTITIONS TO HAVE SS I JOB #: 15-040 FINISH ------GIRAB BAR - 36" MIN SITE/BUILDING ~-----------FILUSH ACTIVATOR ON WIDE ACCESSIBILITY DETAILS (A\ SIDE GRAB BAR@~S_TU=D~W_A~l=L _ l1,Â°s'..._V Â§.1:!.AB BAR @TOILET PA~R~Tl~Tl=ON~------------- ~----------<;RAB BAR -42" MIN \. '""::_) SECTION SECTJON 1~ -- GRAB BAR L SCALE--, g ADA SANITARY FACILITIES , SCALE 5 ADA SANITARY FACILITIES SCALE -=-1-- A0.03 I ANCHORAGE - TYP 3" = 1 '-0" GRAB BAR ANCHOR 3" = 1'-0" MULTIPLE TOILETS GUIDE 1/4" = 1'-0" REUSE OF DOCUMENTS 1 (E) ROLL-UP DOOR. REPAIR/REFURBISH AS NEEDED. This document, and the ideas ~ ~~~~-NG T.S. COLUMN TO REMAIN, TYPICAL. CLEAN ANO PREP FOR PAINT AND SS and designs incorporated, as an inslrumeot or professional Ji service is the properly of NOT USED Framework Architecture, Inc. 0 0 0 0 0 0 and is not lo be used, in whOle ~ (E) FIRE SPRINKLER RISER. or in part, ror any reason without the wrilten authorizalion of ~APPROXIMATE LOCATION OF WATER LINE STUB IN. VERIFY LOCATION WI LL. Framework Architecture, Inc. ~ (E) COLUMNS TO REMAIN. PREPARE FOR NEW FINISHES I 7 1 (EJ LINE OF SOFFIT ABOVE. REPAIR AS NEEDED ANO PREP FOR NEW FINISHES I:. 8 (E) DOOR TO REMAIN. VERIFY CONDITION AND HARDWARE WI OWNER'S REP. 1 J!._j REMOVE (E) STOREFRONT AND REPLACE TO MATCH 101 REPAIR DOCK BUMPERS AND POWER WASH LOADING DOCK AREA AS NEEDED. I 111 REMOVE (E) AUTO DOOR AND PREPARE FOR (NJ WORK 121REMOVE (E) ODOR AND PREPARE FOR (NJ WORK 131 REMOVE (EJ FABRIC AWNING I~ (E) BOLLARDS TO REMAIN I :i'sl<E) LOADING DOCK@ 4'-0~ HIGH 0 l ffi (N) DEMISING WALL 5~~~~~~tT~~~~::~TITIONS & SOFFITS, PATCH ANO REPAIR CONNECTIONS TO 181 REMOVE RESTROOM FIXTURES, FINISHES, ANO EQUIPMENT. CAP UTIUTIES ~REMOVE FLOOR FINISHES. PREPARE FOR (NJ WORK ~ REMOVE (E) STAIRS, RAILS, AND WALLS ~(E) WATER HEATER TO REMAIN l ~(E) GAS METER ANO CONNECTION TO REMAIN -_ -~=j-----~~~.,Â·â–¡ I ~ REMOVE (E) WALKER DUCT w I [EjoEMO (El WALL FOR NEw DOOR DEMOLITION KEY NOTES ,-- SCALE NONE EXISTING TO REMAIN i EXISTING TO BE REMOVED SCALE D~~~L7T~O~ NONE . All DEMOLITION SHOWN ON THIS PLAN IS UNDER THIS SCOPE OF WORK. FOR ADDITIONAL INFORMATION ON EXTENT OF DEMOLITION, CUTTING & REMOVAL TO EXISTING BUILDING CONCRETE SLAB, REFER TO THE ARCH. FLOOR PLAN WHEN AVAILABLE (TO VERIFY IN FIELD) . PROVIDE THE FOLLOWING DEMOLITION AS PART OF THE BASE BID: STRIP EXISTING WALLS, SUSPENDED WALLS & SOFFtTS OF FINISHES, TRIM & r SUBSTRATE IF THE GYP. BO. IS DAMAGED, REMOVE DAMAGED GYP. BO. TO EXPOSED STUDS AND REPLACE WITH NEW GYP. BO. PREPARE GYP. BO. SURFACES TO RECEIVE 0 0 NEW FINISH ITEMS. 0 REMOVE All EXISTING EQUIPMENT, PLUMBING FIXTURES, WIRING, CONDUIT, ELECTRICAL PANELS ll I 3. CLEAN UP ENTIRE PARKING LOT OF ALL WEEDS, DEBRIS, ETC. 4. FOR EXTENT OF OEMOUTlON, CUTTING & REMOVAL ON ROOF REFER TO ROOF PLAN ON SHEET A 1.41 19 I I 5. FOR DEMOLITION WORK AS A RESULT OF EXISTING EQUIPMENT AND FIXTURE ,/Â® "7i ~.,.__, REMOVAL REFER TO PLUMBING, HVAC, ELECTRICAL & REFRIGERATION DRAWINGS l'.'.i-\ $ FOR REMOVAL OF REQUIRED SYSTEMS i-.....:---'...:i.~ 6. DURING REQUIRED ON-SITE VISIT, CONTRACTOR SHALL INVENTORY ANO IDENTIFY 0 ------~ , J All GENERAL CONSTRUCTION (CONTRACTOR SALVAGE) TO BE DEMOLISHED AS . .,,,_ I SHOWN ON THIS PLAN I~ - - / - -Â· - @V 7. CONTRACTOR SALVAGE ITEMS SHALL BE DISPOSED OF PROPERLY OFF SITE AND PERMIT SET CD tj II ~ - !91 I IN AN EXPEDITIOUS MANNER 06.01.15 8. PROTECT All EXISTING CONSTRUCTION SHOWN TO REMAIN FROM DAMAGE / DURING CONSTRUCTION, FOR THE EXTENT OF THE DEMOLITION ANO @J " MODIFICATION PlAN .'1ijl 9. ALL POURBACKS EXISTING ClEANOUTS NEW CLEANOUTS ARE TO BE FLUSH WIT I '"I I I NEW FLOOR FINISHES. I n -'1- 10. THE CONTRACTOR SHALL SUPERVISE ANO DIRECT THE WORK, USING THE i ~I I CONTRACTOR'S BEST SKILL ANO ATTENTION. THE CONTRACTOR SHALL BE (Â£5 r;,i/h-,-, \ RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, ~I. TECHNIQUES, SEQUENCES, (UNLESS A SEQUENCE IS SPECIFIED BY THE OWNER \ OR CONTRACT DOCUMENTS) AND PROCEDURES, ANO FOR COORDINATING All 0 I,,_ PORTIONS OF THE WORK SHORING OF STRUCTURAL FOUNDATIONS, STRUCTURES ANOIOR TRENCHING \ REQUIRED TO COMPLETE THE WORK DESCRIBED IN THE CONSTRUCTION DOCUMENTS IS CONSIDERED A METHOD OR TECHNIQUE ANO IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. IF A REGULATORY AGENCY REQUIRES A LICENSED ENGINEER OR ARCHITECT TO SUPERVISE, APPROVE ANO/OR PROVIDE DRAWINGS FOR SHORING OF STRUCTURAL FOUNDATIONS, STRUCTURES ANO/OR Â© TRENCHING, THEN IT 1S THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO CONTRACT WITH THE ARCHITECTIENGINEER, THE CONTRACTOR SHALL PROVIDE THIS WORK AS PART OF THE BASE BID ALL STRUCTURAL DEMO WORK SHALL BE PROPERLY SHORED PRIOR TO DEMO I " AND IF NEED BE, INSPECTED BY THE STRUCTURAL ENGINEER FOR APPROVAL l WITH COST BORNE BY CONTRACTOR I 0 13. REMOVE ALL NON-USED PIPES, CONDUITS, WIRES, ELECTRICAL FEEDER (Ii] I CONDUITS, ROOF VENTS, ANO EQUIPMENT. 11 ~~ l 14. CONTRACTOR TO VERIFY ELECTRICAL CONNECTION TO TRANSFORMER FOR ;,,-,. 3'-0" ' TEMPORARY POWER ! I â–¡ a a a L=::;;:::::===============-IJ'\ t 15. REFER TO EXTERIOR ELEVATIONS, SHEET A-2.01 FOR ADDITIONAL DEMOLITION 0 "-@ INFORMATION 0 ~ 24 16. NO EXISTING PLUMBING LINES ARE TO BE USED INSIDE OF THE BUILDING. 11- 0RAWN BY CE TYP ' '\~ ~ '\~ 17. CONTRACTOR TO VERIFY THAT TOILETS MEET ADA REQUIREMENTS. SEE SHEET CHECKED BY BP A4.01 FOR DETAILS. I 18. GC TO CUT OUT AND POUR BACK UNACCAPTABLE SLAB AREAS AND /\LL FLOOR JOB #: 15-040 SINKS. DEMOLITION PLAN GC TO CUT OUT SALES FLOOR SLAB AT BUFFER BOX LOCATIONS TO BE I" COORDINATED WITH RC. I DEMOLITION PLAN SCALE 1 n-Â· -DEMOLITION NOTES I. _S_CA_L_E -7 Â· - A1.00 1/8" = 1'-0" I NONE 1A REUSE OF DOCUMENTS This document, and lhe ideas /'\ (E)DOOR (N)DOOR and designs incorpora1ed, as an instrumenl of professional fO}_ SEE DOOR SCHEDULE A6.02 service is the property of WALL TYPE SEE 1/A5.01 Framework Architecture, Inc. 0 0 0 0 0 0 @ = EXISTING CMU WALL and is not lo be used, in whole or in part, fo, any reason wilhoul NEW WALL CONSTRUCTION = the written aulhorization of NEW COOLER/FREEZER CONSTRUCTION, COORDINATE Framework Architeclure, Inc. - WITH MANUFACTURER NEW CURTAIN WALL CONSTRUCTION ABOVE COOLER BOX SYMBOL INDICATES ACCESSIBLE 36" MIN. WIDE COUNTER @ +34" A.F.F. WI APPLICABLE SIGNAGE ~THIS CHECKSTAND TO BE OPEN AT ALL TIMES FOR CUSTOMERS WITH DISABILITIES" ~LEGEN=o~-~s~cA-L=E---c--i FLOOR PLAN NONE 1 JJ (N) WAtl SHELVING PROVIDE BLACK OUTLETS. TYPICALÂ· REFER TO DETAILS 1 S & 9/A-5.03 jJ (N)GONDOLA SHELVING. TYPICAL â€¢ REFER TO DETAILS 2 6 & IOIA-5.03 0 II (N) PALLET SHELV!NG, TYPICAL. REFER TO DETAltS 3 & 8/A-5.03 . -1~.;;- _J-- ~ (N) FROZEN DOOR MERCHANDISING UNITS - SEE REFRIGERATION DRAWINGS ~1 36" '-i 1 I 36"l_.,_ . J( -1L.,_ }] ~:1'~g~:~:;~~$~;1:~~~J COOLER/FREEZER DIMENSIONS WITH MANUFACTURER PRIOR TO .I B4 1 i1i 1 1 36" ;':j 1J itif~~~!i1ciN3:;. ~~:a~~cJ~~!S:S7i1~1~T1~~~~ c~!?~tliEEB;;:~:i~iN~D~~:~~vs~~E -nue CHECKSTANO TO BE OPEN AT All TIMES FOR CUSTOMERS WITH DJSAB!LITIES" 1J PROVIDE(N)MARTCARTOUnETS. SECURELY ATTACHTOWALLAT ADA HEIGHT r I ~ II (N)CARDOOARDBALER VERIFYLOCATIQNWIQWNER 0 ~Ji I 1Â§:l {E) ROLL-UP DOOR. REFURBISH AND REPAINT AS NEEDED I (E) 4" PIPE BOLLARDS. h :-~~ ~ (N) WALL MOUNTED EYE WASH STATION. VERIFY LOCATION WI GOI MANAGER PRIOR TO CONST. ~ (N)SLIOINGENTRYOOOR t- ' ~ JI! DASHED LINE INDICATES (N)CURTA!N WALL ABOVE DAIRY COOLER BOX - SEE 0ETA1L 17/A-5.01 NOTUSEO DAIRY ~ (E) GAS METER ANO SERVICE TO BUILD/NG. STOCK ROOM }Â§] NOTUSEO DID mm 56}] 0 sf 1,851 SF ( NE"!) TI] :g~~E~~)~~s!~~~;:~~~L~~~~~~ ~;t~~~l~~~~~OCK VIEW OF PIPING, ETC â€¢ ! ! 1 ~[B ~ '.:J6~~~ ;~~~~:s~ti:~: FL~~~-~\~~:;~E~T:U~~~:~:aÂ°~::E~~ ~~~~Ti:~ ___ \ Â®1ID FREEZER COFFIN CASES. HOLD ENCtOSURE TIGI-IT TO PIPING & L\NES. SEE OET. 14 ON AS 02 ~ ~ ~!~:~;~:: ~~~~ T~Ti~~~,~~s ~:~~T~~~ ;~~ S.S. WRAP TO 48" A F.F. THEN ~ NOTUSED ]TI ~~Fe:i~:::i6~MO:.~~~ SINK FOR EVAC. PROVIDE FRP BEHIND MOP SINK. SEE ~ (N) STOREFRONT WINDOWS. TlNT TO GOI STANDARDS CD ~ lZb~~~~~RNFOR FLOOR SCRUBBER. VERIFY EXACT LOCATION WITH GOI PRIOR TO :El (N)CHARGERFOR FORKLIFT. VERIFY EXACT LOCATION WITH GOl PRIOR TO INSTALLAT!ON ~ ~~~~~!;LCA~~:;.;:~:a~?~AF~~~~~~isi~t~~x:-;~~::g~~;IGOI PR!OR ~ (N) COFFIN CASES El APPROX. LOCATION OF (E)WATER SERVICE LINE \ ~ (N) LADDER TO (El EQUIPMENT MEZZANINE ~ INSTALi. (N)WINDOW TlNT!NG ON (El GLASS PER GOI SPECIFICATIONS 0 \ ~ PROVIDE (N) FINISHED WALi. & TRIM TO DAIRY COOLER I ]TI ~g~~:i~ Of~T~~IDEWALKS WALKWAYS. RAMPS. BACK DOCK AREAS. STAJRS. ETC PRIOR ! 601 0 L31 ]] ~~~~~ZA~~;~~~~7;o~":ioT~ ~l~~l~~~~s~;~:'~i;~:~:i::rPER ~ ;~~~ATE (E) AND/OR SUPPLY {N) SPRINKLER HEADS AS NEEDED THROUGHOUT Tl-IE ENTIRE ~~)_) '4 ::1~ ~ NOTUSEO PERMIT SET ~ SALES FLOOR 06.01.15 Ill!!!) ~ ~~l~~~~~iÂ·:L~~l~~:~)~~~~!~~i_ ~~ ~~=SS~~6~:;:~~ ~~~~?t~~i%~~~~:~~5! 13,100 net sf SHELF OR CAOINET. MOP HOOK MOUNTED AOOVE THE MOP SINK. }fil PLAN (E) WATER HTR. TO REMAIN. SEE PLUMB!NG DRAWINGS FOR SPEC!FICATIONS. ::m (E)OOOR 0 ~ PROVIDE (N) FLOOR DRAINS IN EACH RESTROOM '"'-0 3:Â£1 ~ INFILL(E)OOORAt-K:lPREPARE FOR NEW WORK $ _ r~~'c.'Â·1c,c0-"11"'2Â·_,r (E) FIRE SPRINKLER RISER ~ (E) EGRESS RAMP ~ (NJ EGRESS RAMP 0 ~ LINE OF MEZZANINE ABOVE FLOOR PLAN KEY NOTES SCALE 1B NONE 1. ALL REMAINING ANO NEW ClEANOUTS ANO FLOOR FIXTURES ARE TO BE FLUSH WITH NEW FLOOR FINISHES 0 2 HOLD ALL UTILITY LINES TIGHT TO CEILING. LOCATE ALL RISERS IN WALL CAVITY SPACE WILUAMOAV10K,t,ROISlÂ£1tAlÂ«:t<ILCI BETWEEN STUDS 3. SEAL ALL PENETRATIONS AT THE EXTERIOR WALL 4 FOR DOOR & WINDOW SCHEDULE. REFER TO SHEET A.6.01 AND A.6.02 (i) l S. PROVIDE EMERGENCY/EXIT LIGHTS AS REQUIRED BY CODE 6 ALL DIMENSIONS ARE TO FACE OF PLYWOOD SHEATHING OR FACE OF FINISH 7. ALL EXTERIOR FRAMED WALLS EXPOSED DURING CONSTRUCTION NEED TO BE PACKED WI INSULATION OF THE S~E THICKNESS AS THE WALL 8 PATCH ANO REPAIR ALL EXISTING GYP. BO. FINISHES 9. PROV/OE FIRE EXTINGUISHERS. COORO!NATE EXACT AMOUNT. LOCATION ANO MOUNTING HEIGHT WITH FIRE DEPARTMENT I DRAWN BY CE 10 PROVIDE FIRE DEPARTMENT KEY BOX. COORDINATE EXACT LOCATION ANO MOUNTING CHECKED BY BP HEIGHT WITH FIRE DEPARTMENT 11 INSTM.L INTERNATIONAL SYMBOL OF ACCESSIBILITY AT MAIN ENTRANCE OOORS I JOB #: 15-040 1 I ;;- ~~~~sT~~~~!:~:t~6~-~1~~;=s~~E~~gE~~Ai:i.~~~6~A~si~~rTHAT FLOOR PLAN THEY ARE ACCESSIBLE TO PERSONS WITH DISABILITIES. SEE REFERENCE DETAIL 15.'A-5.02 l ::Â· ~~ ~~~~;::i:i:i~~~:::~i!~ ~~:s1 :~~~ :~_;_~~F~~~~ri!~~INT OF ) DUCTWORK VERIFY CLEARANCES ANO SIGN BAND LOCATION PRIOR TO INSTALLATION. 16 PROVIDE FLOOR DRAINS IN ALL RESTROOMS FLOOR PLAN - -SCALE T ----i -FLOOR PLAN NOTES' 1 t-1 _S_CA_L~E ---;' T 1 A A1.01 1/8" = 1'-0" NONE 1 .__ _, t [_D(E) DOOR TO REMAIN. VERIFY CONDITION AND HARDWARE WI OWNER'S REP. ~ /N) ELECTRICAL PANELS. SEE ELECTRICAL DRAWINGS FOR MORE INFORIAATION REUSE OF DOCUMENTS This document, and the ideas l ]] /N) LAOOER TO (E) EQUIPMENT MEZZANINE ~~E~~~~~t/HEAR~~~::~TITIONS & SOFFITS, PATCH AND REPAIR CONNECTIONS TO 1 and designs incorporated, as an }l :~~~~ATE {E) ANO/OR SUPPLY {N) SPRINKLER HEADS AS NEEDED THROUGHOUT THE ENTIRE ins1rumen1 of professional i service is the property of 0 0 ~REMOVE RESTROOM FIXTURES, FINISHES, AND EQUIPMENT. CAP UTILITIES 0 0 Framewofi<. Architecture, Inc. ~ (N)LL PROVIDED PHONE OMARK VERIFY LOCATION WIGOI REPRESENTATIVE and is not to be used, in whole , ~ REMOVE FLOOR FINISHES. PREPARE FOR (N) WORK :I] (E)OOOR or in part, for any reason wi!hout i [IJ REMOVE (E) STAIRS, RAILS, ANO WALLS J] the wrilten authorization of I (NJ COMPRESSOR RACK. - SEE REFRIGERATION ANO STRUCTURAL DRAWINGS Frameworl<. Architecture, Inc [Ii<E) EQUIP TO REMAIN. VERIFY CONDITION WI OWNER'S REP ~ (E) EQUIP TO REMAIN 0 [I_ (E) EQUIP TO BE REMOVED 0 :II (E)STAIRSOROOFTOREMAIN :[[l(EJ STAIRS TO ROOF TO REMAIN I 0 0 II DEMOLITION KEY NOTES I SCALE NONE 71C I --- --~---- - EXISTING TO REMAIN I . - ~ - - EXISTING TO BE REMOVED I LEGEND I SCALE I 1 B, I NONE 7 ALL DEMOLITION SHOWN ON THIS PLAN 1S UNDER THIS SCOPE OF WORK. FOR ADDITIONAL INFORMATION ON EXTENT OF DEMOLITION, CUTTING & REMOVAL TO EXISTING BUILDING CONCRETE SLAB, REFER TO THE ARCH. FLOOR Pl.AN WHEN AVAILABLE (TO VERIFY 1N FIELD) I PROVIDE THE FOLLOWING DEMOLITION AS PART OF THE BASE BID: : STRIP EXISTING WALLS, SUSPENDED WALLS & SOFFITS OF FINISHES, TRIM & SUBSTRATE IF THE GYP. BD. IS DAMAGED, REMOVE DAMAGED GYP. BD. TO EXPOSED STUDS AND REPLACE WITH NEW GYP. BD. PREPARE GYP. BD. SURFACES TO RECEIVE NEW FINISH ITEMS. REMOVE ALL EXISTING EQUIPMENT, PLUMBING FIXTURES, WIRING, CONDUIT, ELECTRICAL PANELS 3. CLEAN UP ENTIRE PARKING LOT OF ALL WEEDS, DEBRIS, ETC. 4. FOR EXTENT OF DEMOLITION, CUTTING & REMOVAL ON ROOF REFER TO ROOF PLAN ON SHEET A 1.41 I 5. FOR DEMOLITION WORK AS A RESULT OF EXISTING EQUIPMENT AND FIXTURE REMOVAL REFER TO PLUMBING, HVAC, ELECTRICAL & REFRIGERATION DRAWINGS FOR REMOVAL OF REQUIRED SYSTEMS 6. DURING REQUIRED ON-SITE VISIT, CONTRACTOR SHALL INVENTORY AND IDENTIFY 1 ALL GENERAL CONSTRUCTION {CONTRACTOR SALVAGE) TO BE DEMOLISHED AS SHOWN ON THIS PLAN , --- KEY NOTES -TL _ ___cS_::_CA-=L=E-i,, 2B 7. CONTRACTOR SALVAGE ITEMS SHALL BE DISPOSED OF PROPERLY OFF SITE AND .--i -------M_E_ZZA_N_I_N_E_P_LA_N_J~ __ N_O_N_E __ , _ PERMIT SET IN AN EXPEDITIOUS MANNER 06.01.15 8. PROTECT ALL EXISTING CONSTRUCTION SHOWN TO REMAIN FROM DAMAGE I DURING CONSTRUCTION, FOR THE EXTENT OF THE DEMOLITION AND (N)DOOR /\ (E)DOOR MODIFICATION PLAN SEE DOOR SCHEDULE A6.02 ALL POURBACKS EXISTING CLEANOUTS NEW CLEANOUTS ARE TO BE FLUSH WITH I WALL TYPE SEE 1/A5.01 NEW FLOOR FINISHES. I' EXISTING CMU WALL I 10. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE I = = NEW WALL CONSTRUCTION i CONTRACTOR'S BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE NEW COOLER/FREEZER CONSTRUCTION, COORDINATE ll RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, - WITH MANUFACTURER TECHNIQUES, SEQUENCES, (UNLESS A SEQUENCE IS SPECIFIED BY THE OWNER w NEW CURTAIN WALL CONSTRUCTION ABOVE COOLER BOX OR CONTRACT DOCUMENTS) ANO PROCEDURES, ANO FOR COORDINATING ALL SYMBOL INDICATES ACCESSIBLE 35- MIN. WIDE COUNTER PORTIONS OF THE WORK 11. SHORING OF STRUCTURAL FOUNDATIONS, STRUCTURES AND/OR TRENCHING I ~H~3;;;;,.:~o~;::L~~~L: ;~~~~~;~;~~R .. r REQUIRED TO COMPLETE THE WORK DESCRIBED IN THE CONSTRUCTION CUSTOMERS WITH DISABILITIES" ~~fl,I', il,-.,--1- ,â€¢ .,c-r-._,o-,1 DOCUMENTS IS CONSIDERED A METHOD OR TECHNIQUE AND IS THE SOLE LEGEND I SCALE 7 2C '( g}I, h 'If Nt- RESPONSIBILITY OF THE CONTRACTOR. IF A REGULATORY AGENCY REQUIRES A MEzZANINE PLAN i--Â·-- NONE I LICENSED ENGINEER OR ARCHITECT TO SUPERVISE, APPROVE AND/OR PROVIDE 1 DRAWINGS FOR SHORING OF STRUCTURAL FOUNDATIONS, STRUCTURES AND/OR .,.,~~~1â€¢1 TRENCHING, THEN IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO 1 ALL REMAINING AND NEW CLEANOUTS AND FLOOR FIXTURES ARE TO BE FLUSH WITH NEW SfAlt 0, 'Â«~-~ CONTRACT WITH THE ARCHITECT/ENGINEER, THE CONTRACTOR SHALL PROVIDE FLOOR FINISHES .... THIS WORK AS PART OF THE BASE BIO 2. HOLD All. UTILITY LINES TIGHT TO CEILING. LOCATE ALL RISERS IN WN..L CAVITY SPACE \Vlll\AMDAVllJHAROISlll(A~HIILCl 12. ALL STRUCTURAL DEMO WORK SHALL BE PROPERLY SHORED PRIOR TO DEMO BETWEEN STUDS ANO IF NEED BE, INSPECTED BY THE STRUCTURAL ENGINEER FOR APPROVAL 1 3 SEA.LA.LL PENElRATIONS AT THE EXTERIOR WAll. l::,,_ l oesc lornC1P110N WITH COST BORNE BY CONTRACTOR 4 FOR DOOR & WINDOW SCHEDULE. REFER TO SHEET A-6.01 AND AÂ·6.02 13. REMOVE ALL NON-USED PIPES, CONDUITS, WIRES, ELECTRICAL FEEDER ! CONDUITS, ROOF VENTS, ANO EQUIPMENT. 14. CONTRACTOR TO VERIFY ELECTRICAL CONNECTION TO TRANSFORMER FOR 6 N..L DIMENSIONS ARE TO FACE OF PLYWOOD SHEA.THING OR FA.CE Of FINISH TEMPORARY POWER 7. AU. EXTERIOR FRAMED WN..LS EXPOSED DURING CONSTRUCTION NEED TO BE PACKED WI !NSUlAT!ON OF THE SA.ME THICKNESS AS THE WALL. 15. REFER TO EXTERIOR ELEVATIONS, SHEET A-2.01 FOR ADDITIONAL DEMOLITION INFORMATION 8 PATCH ANO REPAIR A.LL EXISTING GYP. BD. FINISHES 16. NO EXISTING PLUMBING LINES ARE TO BE USED INSIDE OF THE BUILDING. 9. PROVIDE FIRE EXTINGUISHERS. COORDINATE EXACT AMOUNT. LOCATION A.NO MOUNTING ' HEIGHT WITH FIRE DEPARTMENT DRAWN BY CE 17. CONTRACTOR TO VERIFY THAT TOILETS MEET ADA REQUIREMENTS. SEE SHEET I 10 PROVIDE FIRE DEPARTMENT KEY BOX. COORDINATE EXACT LOCATION AND MOUNTING CHECKED BY BP A4.01 FOR DETAILS. I HEIGHT WITH FIRE OEPARlMENT 18. ~l~J~. CUT OUT ANO POUR BACK UNACCAPTABLE SLAB AREAS AND ALL FLOOR 11 INSTALL INTERNATIONAL SYMBOL OF ACCESSIBILITY AT MAIN ENTRANCE DOORS I JOB#: 15-040 1 I ~;- 1 ~~~~sT;~~~!t~~~~~~-~1~~C:s~~E~E~gE~~i. ~~~~A~~osÂ·i~~THAT I 19. GC TO CUT OUT SALES FLOOR SLAB AT BUFFER BOX LOCATIONS TO BE THEY A.RE ACCESSIBLE TO PERSONS WITH DISABILITIES - SEE REFERENCE DETAIL \5,'A-5.02 MEZZANINE PLANS COORDINATED WITH RC. 14. N..L POURBACKS NEED TO BE FLUSH WITH (E) FLOOR ANO/OR NEW FLOOR FINISHES 15. ALL HVAC DISTRIBUTION RETURN AlR DROPS ARE TO BE 10" A.F.F. FROM LOWEST POINT OF I i DUCT WORK. VERIFY CLEARANCES ANO SIGN BAND LOCATION PRIOR TO INSTALlATION 16 PROVIDE FLOOR DRAINS IN All RESTROOMS --- -~M-E=zZA--N-IN~E~D=E~M~O~L~IT=I~o~N~P~LA00N~1._,- _- _-s=c=A-L_E-=_-=._----rl,--- --~D~E=M~O~L-I=TIoffNOTES 1 1 e-l _-=.sc=-A-=LE=----1 1 A MEZZANINE PLAN~ '~S_CA_L_E _ MEZZANINE PLAN NOTES 1--I ~-SC_A_LE~~ 2A A1.02 1/8" = 1'-0" I I NONE I 1/8" = 1'-0" I NONE SYMBOL DESCRIPTION REUSE OF DOCUMENTS This document, and the ideas and designs incorporated, as an instrument of professional NEW WALL MOUNTED EXIT SIGN service is the property of Framework Architecture, Inc. 0 0 0 0 0 0 @ and is not lo be used, in whole SUSPENDED LIGHT FIXTURE Of in part, fDf any reason witttoul the wrillen authoriza1ioo of Framework Architecture, Inc. SUSPENDED LIGHT FIXTURE WI BATTERY BACKUP 1=- 1 SUSPENDED LIGHT FIXTURE SUSPENDED LIGHT FIXTURE W/ BATTERY BACKUP i- --- -Â·--- ---- -- --- SURFACE MOUNTED LIGHT FIXTURE 1 ======== SURFACE MOUNTED LIGHT FIXTURE WI BATTERY BACKUP , __ --; 0 @i!l i SURFACE MOUNTED EXTERIOR WALL SCONCE WI BATTERY 0T I ~ I BACKUP I I I I - [_:.:t,~~:! NEW GYP. BO. CEILING r ~ SYMBOL LEGEND ~ scALE :::: 1 C _ ___;_ 11a" = 1Â°-0" I ~\c (N) SURFACE MOUNTED LtGHl FIXTURE. SEE ELECTRICAL DRAWINGS, TYP. 0 r= I--=-===----=- CENTER FIXTURE(SJ IN ROOM AS SHOWN FACE OF (NJ SOFFIT LINE INDICATES (NJ CURTAINWALLA60VE DAIRY COOLER BOX. SEE DETAIL 17/A-5.01 2' = == (N) SUSPENDED LIGHT FIXTURE@ 12"-0" A F,F .. (U.N.0.)â€¢ VERIFY MAX. HEIGHT IN FIELD " I I l I (NJ GYP. BO. CEILING â€¢ PAINT PER SCHEDULE PROVIDE jN)24"i24" ACCESS PANEL 1N CEILINGÂ· VERIFY LOCATION WITH MECHANICAL ~ ANO ELECTRICAL DRAWINGS SO THAT THERE IS NO CONFLICT (N) ILLUMINATED EXIT SIGNS. SEE ELECTRICAL DRAWINGS .... == (E) COLUMNS. TYP. PROVIDE {NJ LIGHTING OVER EVERY EXIT ANO AT THE LOADING DOCK AREA. RELAMP EXISTING FIXTURES ANDIOR PROVIDE NEW, :1 = I 1;-1L_~~ ~_ [!QJ LINE OF MEZZANINE ABOVE 4 n'P == Â© C '1" J!, = =1 == ,i~ ,11 ----- 1: J11 i ~ ~ II 0 ,[ u CD c, = == = == PERMIT SET i: ~~ 06.01.15 I' = == 1l PIAN iL ' 0 $ 0 0 I REFLECTED CEILING KEY NOTES SCALE 1B NONE i----- ---------- 'a'm> ~ I. G.C. WITH FIRE MARSHAU:S DIRECTION WILL DETERMINE WHETHER ANY AOOITlONAL LIGHTED EMERGENCY EXITSIGNAGE IS NEEDED. G.C. TO INSTALL EXTRA IF REQUIRED ------~--â–¡"--- ----- . _ ___p_ -- -- --- --- o...._ __ -- --- 0 2. G.C. WITH FIRE MARSHALL"S DIRECTION WILL DETERMINE WHETHER ANY AOOITIONAL 07 EMERGENCY BATTERY BACK-UP LIGHTING IS NEEDED. G.C. TO tNSTAU EXTRA IF REQUIRED 3 see ELECTRICAL ORA WINGS FOR LOCATIONS OF POWER DROP CORDS ~-- DRAWN BY CE CHECKED BY BP Is. ALL RETURN AIR DUCTING 1S TOBE 10" A.F.F. WHERE CEILING CLEARANCES "1.LOWFOR IT. I VERIFY WITH GO 1F THE HEIGHT HAS TO BE CHANGED. I JOB #: 15-040 REFLECTED CEILING PLAN I --------- I NOTE: THIS PLAN FOR REFERENCE ONLY. SEE ELECTRICAL DRAWINGS FOR COMPLETE INFORMATION -- REFLECTED CEILING PLAN --- SCALE ~1 --REFLECTED CEILING NOTEs[_~CALE-TI 1 A- A1.21 L--------------------------------------------------------------------------------------------------1c'.:/8:..".::.=~1:..:'Â·~0'_' _- __ I.!_ l __.!:N~O'.!:N!.:EL....._;L....._.J L--------' REUSE OF DOCUMENTS This document, and 1he ideas and designs incorpora!ed, as an instrument of professional service is lhe property of Framework Architecture, Inc. and is not to be used. in whole 01 in part, for any reason wilhoul lhe wrinen authorization of Framework Archileclure, Inc. 0 0 0 0 0 0 0 0 0 0 0 '~ -~====-~~~------~--.., ~ 1uL f-=- __ G_E_N_E_RA_L_N_o:~s ~~A~: 18 2 ,:r;~; LU 1 JJ ~NJ ~g~~~~ ~t~~~~~~c~~~~TL~~G~~~u'b~~!ci: ~~t~ro~~R~V1~~l'S G.C. ~ ~- ~ ~ I FUNCTIONINGUNITSANâ–¡ALLNECESSARYWIRINGANDCONOUITTO =), ';dr. W ~ CONNECTTOTHEEMS.COORDINATEWIMECHANJCALCONTRACTOR-REFER --;:::=:; lli'). ..- ~ 0) I ro MECHANICAL oRAw<Ncs. k?, ~-:__Â·_= :~ LUffij ~. z 0 I ]] ~ciRC~~g:~::~~~~~-GC TO PROVIDE LEVEL PLATFORM. SEE STRUCTURAL _; __ - . _ _ o7 ~ PROVIDE (N) CRICKET IF NEEDED TO PREVENT PONDING. L.:J C::::, ~ ...,, 0::: Q <>::I OI- i ' }] ~--Â·1"] ~~ ~(9 ( 4 t~iJ~~~PENING FOR REFRIGERANT LINES - SEE REFRIGERATION ..-, C /-:_-;:--,,Cf) ~ ~ I~ l C , ;~ W~ I ~ 1 GCTOPROVIDEOPENINGWITHRAINHOODFORREFRIGERANTUNESAND -----. \.:,.:_:!, (0 <I: CONTROL WIRES TO FAN COIL UNIT(S) BELOW- SEE MECHANICAL DRAWINGS c=;c.L.J~ ~ 0 I ~._:::.::.:-,7;" G.C. TO PROVIDE A LEVEL PLATFORM FOR NEW UNITS. COORDINATE WITH THE MECHANICAL CONTRACTOR. PROVIDE A WATERTIGHT PLATFORM. I ,:; c::, Â© (N) ROOF AND CRICKETING -: L,r-.,. CLEAN ALL (E) ROOF DRAINS ANO DEBRIS OFF OF ROOF REMOVE All ABANDONED (E) ROOF VENTS, SANITARY VENTS, ELECTRICAL PERMIT SET CONDUITS, GAS PIPING, SLEEPERS, ETC ANO PATCH THE ROOF TO A WATERTIGHT CONDITION. 06.01.15 (N) tNTAKE AND EXHAUST FOR MECHANICAL ROOM. VERIFY LOCATION WITH 0 MECHANICAL CONTRACTOR AND REFRIGERATION COMPANY. PlAN (NJ EXHAUST VENT THROUGH THE ROOF (N) ROOF HATCH Â© DEMO(E)RTU $ 0 0 I r- ROOF PLAN KEY NOTES SCALE 1B f---------------~--NO-N-E -~---1 ~ OAI( 1 THE CONTRACTOR SHALL VERlfY LOCA TlON ANO SIZE OF ALL ROOF OPENINGS ANO EQUIPMENT PLATFORMS REQUIRED 2 EXISTING RCX>F TO REMAIN - G.C. TO PROTECT DURING mY ANO ALL ROOF WORK. THE ROOF IS BRANO NEW. GC REQUIRED TO USE THE U ROOFING CONTRACTOR 3. REFER TO PLUMBING DRAWINGS FOR PLUMBING VENTS ANO PIPES THROUGH ROOF WHICH 1 ~6~..e.:;~!/E~~:~~Re?~~N~OVtOE FLASHING ANO COUNTER FLASHING AT 1 I 4 AU OPENINGS AT ROOF LARGER THAN sÂ· X sÂ· SHALL BE PROTECTED WITH BURGLAR BARS I OURGLAR BARS PROVIDED AND INSTALLED UY GENERAL CONTRACTOR THE SPACING Of" 1l BARS SHAU NOT EXCEED 5Â· O.C. (U.N.0.) DRAWN BY CE 5. ROOFING CONTRACTOR SHAU PROVIDE A CERTIFICATE STATING THAT THE ROOF HAS BEEN CHECKED BY BP I REPAIRED ANO PATCHED PER MANUFACTURERS RECOMMENDATIONS. 6. DIMENSIONS SHOWN FOR NEW ROOFTOP EOUIPMENT ARE FOR REFERENCE ANO ARE TO BE I JOB #: 15-040 VERIFIED IN FIEW BY THE CONTRACTOR. SEE ALSO STRUCTURAL DRAWINGS FOR ROOF FRAMING ! I 7 ~gg:DINATE REFRIGERATION, MECHANICAL, ANO PLUMBING PLANS FOR EQUIP. LAYOUT ON ROOF PLAN 8. REMOVE ALL UNUSED GAS PIPING ON THE ROOF -------------- --~R=o=o=F:~P~L~A~N~---~Â· -7 - ROOF PLAN NOTES -f--, _S_C_AL_E_ 1 A A1 .41 ~3-/32_"_= -1Â·--0"~-, 1 NONE 1 REUSE OF DOCUMENTS This document, and the ideas and designs incorpora1ed, as an instrumen1 of professional service is the property of Framework Architecture, Inc. (E) WALKWAY. POWERWASH ALL SIDEWALKS AND ENTRY AREA PRIOR TO OPENING and is not to be used, in whole OF STORE. or in part, ror any reason wi1hout the wrillen aulhorizalion of (E) FACADE. PATCH AND REPAIR AS NEEDED. PAINT TO GOI COLORS. Framework Architecture, Inc. REMOVE (E) ENTRANCE DOOR ANO PREPARE FOR NEW WORK (E) METAL ROOF. REPAINT TO GOI COLORS (E) WINDOWS TO REMAIN. CLEAN ANO REFURBISH AS NEEDED. TINT TO GOl SPECIFICATIONS. (E) STOREFRONT GLAZING TO BE REMOVED. 14 PROVIDE (NJ ADDRESS SIGNAGE AS REQUIRED. (NJ GOI SIGN. UNDER SEPERATE PERMIT. ILLUMINATED SIGN PROVIDED BY SIGNAGE CONTRACTOR. SIGNAGE CONTRACTOR TO PROVIDE EXTERIOR S1GN ON FACADE. VERIFY SIGN ATTACHMENT. FIELD VERIFY SIGN LOCATION WITH GOI PROJECT MANAGER PRIOR TO ANY PAtNTtNG. GC & ELECTRICAL CONTRACTOR TO PROVIDE BACKING AND FINAL CONNECTIONS. (N) TEMPERED GLASS STOREFRONT. TINT TO GOI SPECIFICATIONS. --------r (N) ENTRANCE DOOR. â€¢'"9i'"9?'1 -_-~.....,r-"""-,......j 7 LEASE LINE ~ [I :Il l[I I :Il (E) COLUMN TO REMAIN. PREPARE FOR NEW FINISHES (NJ EXIT DOOR. PAINT TO GOI COLORS (NJ FACADE. PAINT TO GOI COLORS .DI - -- _J REMOVE (E) FABRIC AWNING (E) OVERHEAD DOOR TO REMAIN. REFURBISH ANO REPAINT AS NEEDED (N) GLASS STOREFRONT. TINT TO GOI SPECIFICATIONS. (N) 24 GA SHEET METAL COPING. PAINT TO GOI SPECS. (NJ HARDI PANEL SIDING. ELEVATION KEYNOTES 1 __ S_C_A_L_E __ ' 5 EXISTING ELEVATION 1-I _=!.~-:~~~-o.~Â· --; 1 NONE 11 NOTE: G.C. TO PROVIDE BLACKOUT TINTING PER GOI SPECIFICATIONS ON WINDOWS AS DIRECTED BY GOI REPRESENTATIVE. I I AS.02 ~ ---- --, ~ l ~ ~ @] 4' ._._ - ' l r-i l , - [E ~ ~ ~ 011 }l [I] J ~ ~:Â· [I ~ :m Q7 f :m I' II 0 ~ ~ -------i ""! ~ PERMIT SET ,_11 [i_ QI T'i'12 P [I [13] 16 06.01.15 PLAN NEW ELEVATION __ S_C_AL_E_~Â· 2 (8 1/8" = 1'-0" BENJAMIN MOORE LEASE LINE ------ .. ,~ 1. ALL SCREW HEADS MUST MATCH THE COLOR OF STOREFRONT FINISHES , 2. ALL SIGN AGE TO BE SUBMITTED UNDER SEPARATE PERMIT BY OWNER'S SIGN COMPANY 3 REUSE EXISTING CONSTRUCTION AS MUCH AS POSSIBLE TO ACHIEVE DESIGN INTENT 4. CONTRACTOR TO VERIFY DIMENSIONS SHOWN IN FIEW 5 PATCH AND REPAIR ANY DAMAGED EXTERIOR MATERIALS ANO FINISHES THAT ARE TO REMAIN. CLEAN FREE OF ANY DEBRIS. PREP AND PAINT ENTIRE BUILDING. /~ VERIFY PAINT COLORS WITH GROCERY OUTLET CONSTRUCTION MANAGER DRAWN BY CE EXCEPT FOR THE SCOPE OF WORK SHOWN ON THESE DRAWINGS. ANY CHECKED BY BP ADOITIONAI.. BUILDING FACADE MOOIFICATIONS TO BE SUBMITTED UNO ER SEPARATE PERMIT I Â®JI JOB #: 15-040 EXTERIOR ELEVATIONS ----------------- COLOR ELEVATION .... i __ sc_A_LE_~r Â· 3 A2.01 NONE 1 REUSE OF DOCUMENTS This document, and the ideas and designs incorporated, as an ' --_- ,~-----~------~ instrument of professional Â·-Â¾ ,, " ' ' service is the peopeny of Framework Architecture, Inc. 42" MIN 12" and is nol to be used, in whole GRAB BAR ~ TA or in part. for any reason without the wriUen amhonzauon of j _TA\~\ ~ .::J==<~J Framework Architecture, Inc. 7A 19 1 ~I ,_ ~ F.,i . " 17 [ I ' I :.- . ..;-, ,--'),. ).-- , .. 't=================::j l __ , z ' SV.1- ' 12~ MAX ., /--/ -/-/ A ~ATION (f1EN~) , B , ELEVATION_(MENS) D I ELEVATION (MENS) 314" PLYWOOD DOOR - 3/4" PLYWOOD TOP PANEL WI PLASTIC LAMINATE PAINTED ON ALL EXPOSED SURFACES,~;:~~ ..,,,. ----- 3/4" X 2-1/2" HARDWOOD WEB ,~-~- 1 \t,sl_ / ~-â€¢-,,~~,.~ 314 X 1 HARDWOOD - / SHELVES W/ 3/4 X 1 HARDWOOD 12"DWALL - TRIM UNSTAINED W/ l ' .,,.--- TRIM AT FRONT, PAINT PLYWOOD CABINETW/ \ (2) COATS CLEAR 1 --'l 114" PLYWOOD BACK PAINT ON ADJ. SHELVES P-1 - ~- c--:. I FINIS~HTEY~E~ ~ ,__._::._ I --------- INSIDE _. -- 3f4 PLYWOOD BOTTOM PANEL, ~. CHROME WIRE PULLS --- -. -} - _ _. PAINTED I, 1 ), --- ---- ./I~ --- - 314"PLYWOOOCOUNTERWf PLASTIC LAMINATE ON ALL 11 !~.'t] ':. I 9.,' , I 2Â·-0Â· EXPOSED SURFACES Ii ;'... 'Â° I PLASTIC LAMINATE -, " SINK Ii J EDGE PÂ·LAM I _,,- G.C. TO PROVIDE WOOD 1: COUNTERTOP WI / BLOCKING AS REQUIRED FOR : I ,t" BACKSPLASH & :;[ } _,./ CABINET ATTACHMENT ------8ETURN_ ,-I-- t=========:'.:================::::! ----l I ~- TF----1.. y:= â€¢-:_ ~ fn REF '. 1 1 I 1-- - 0PENI ELEVATION (,','OMENS)_ F-: ELEVATION (WOMENS)_ ,G I ELEVATION (WOMENS) ~~ 1 ----- THERMAL SHIELD @ HOT WATER & I Â·1, l1 I - I ,, - / <' I / L DRAIN PIPES w__ __ ____._l'-1 -~----I -~.. i~I ---=--=--=--"'-â€¢-=--=-=-~-~ --------- - -- ---- - SEE DETAIL 5 ON PAGE Aâ€¢0.04 FOR ADA DIMENSIONS ------ LINE OF CABINET BEYOND WI LAMINATE ON ALL EXPOSED i SURFACES, PAINT INSIDE 10'-1 3/4" ,_..,_ ------------~ -/-- I /- ------ --TO-I- LET --A-CC--E-SS- O-RI-ES ---- ----7 I I _} TOILET ACCESSORIES (â„¢ S1NK, INSULATE HOT WATER SUPPLY AND WASTE LINE THERMAL SHIELD@ HOT ". SURFACE MOUNTED SOAP DISPENSER (BOBRICK MODEL 8-2111) WATER & DRAIN PIPES ~ ~ TOILET GRAB BAR {36" or 42") (BOBRICK MODELB6806-36 or 86806-42) SURFACE MOUNTED 24" x 36" GLASS MIRROR WITH STAINLESS BREAKROOM COUNTER ~LE~-1~5 STEEL FRAME (BOB RICK MODEL 8-292 2436) 1Â· SURFACE MOUNTED TOILET SEAT COVER DISPENSER _______ ELEVATION ~" = 1'-0" '.____, {BOBRICK MODEL 8-221) f---%--4 SURFACE MOUNTED SANITARY NAPKIN DISPOSAL (BOBRICK MODEL 8-254) i-1..A...J SURFACE MOUNTED TOILET TISSUE DISPENSER (80BRICK MODEL 8-2868) I 17 I SURFACE MOUNTED HANO DRYER (DYSON -AIRBLADE VAB12) SEE DETAIL 2/A-0.03 FOR REQUIRED CLEARANCES TOILET GRAB BAR (18") (BOBRICK MODEL B6806-18) TOILET FIXTURES (JÂ£) SEE PLUMBING PLANS ~ WATERCLOSET PERMIT SET 06.01.15 ( :fj SS WALL HUNG URINAL SCREEN PLAN - 3/4" Pl YWOOD TOP PANEL tjt-i SS TOILET PARTITION 314" Pl YWOOD DOOR Wf PAINTED PLASTIC LAMINATE ON All - 3/4" X 2-1/2" HARDWOOD EXPOSED SURFACES, WEB (-~ URINAL PAINT INSIDE AB - 3/4" PLYWOOD {--Â¥=--) , __ ,,__ WALL HUNG LAVATORY ADJUSTABLE SHELVES WI $ 3/4" X 1" HARDWOOD TRIM 314" X 1" HARDWOOD TRIM ~ AT FRONT, PAINT UNSTAINED WI (2) COATS , PLYWOOD 9 CLEAR FINISH, TYP.@ SHELVES _.-- 1/4" Pl YWOOD BACK MATERIALS & FINISHES "' CHROME WIRE PULLS - ----- PAINT ON INSIDE WALL I FRP MANUFACTURER: MARLITE COLOR: S100-WHITE I SURFACE: PEBBLE FINISH WlllAMOAVIOHAR~Sl(R,ARCHll[Cl f:::,, OAI( folSO~IION 1----~---------------------~ FLOOR (N)OOOR /\ (E)DOOR I MANUFACTURER: MANNINGTON I Cilfl..' SEE DOOR SCHEDULE A6.02 STYLE: MAGNA COMMERCIAL GRADE SV-1 COLOR: STONE GRAY WALL TYPE SEE 1/A5.01 MODEL No.: 18001 e===:=J EXISTING WALL SIZE: 6" INTEGRAL COVE WELDED SEAMS I c::=:=::::::J NEW WALL CONSTRUCTION DRAWN BY CE I CHECKED BY BP PAINT JOB #: 15-040 Pl YWOOD END PANEL W/ PLASTIC J LAMINATE, TYP. CEILING INTERIOR ELEVATIONS 2X WOOD STRETCHERS@ 2'-0" O.C. P-4 MANUFACTURER: BENJAMIN MOORE PROVIDE FRP ON ALL 3 WALLS AT DRINKING AND ENLARGED PLANS I COLOR: TIMID WHITE FOUNTAINS COLOR#: 2148-60 ---- -------- --,s=R=E=A .. K"'R'"o=o=-Mâ€¢ ~c~o~u~N~T=E=R~--s-c-AL_E ~-- - --+Â· --- -- ENLARGED TOILET ROOM & EMPLOYEE ROOM SCAL~ 1 A4.01 sEcT10N 3/4" = 1'-0" 13 I PLAN, ELEVATIONS, NOTES, AND LEGEND 1/4" = 1'-0" REUSE OF DOCUMENTS This documenl, and lhe ideas ,_ ,----------- - 3 ROWS OF 4â€¢.oâ€¢ ~ 16" -). and designs incorporated, as an OFFIC[WINOOW-, instrument or professional SHELVING SUPPOflTED TOBE ONE-WAY service is the property of BYWALL/1.0UNTEO l[/,,'PERED GLASS STANDARDS 1/T Framework Architecture, Inc = PL YWOOO WI WHITE and is not to be used, in whole J'>P'ROELAVM:IDNE EF!NISH. or in part, for any reason without 1" â€¢ 2Â· LEDGE the written authoriza1ion of ,-,-------r,----------------------------------------------~ CONFtRIA LOCATION OF - ~~~f~~s~:~~:g ~ l Framework Architeclure, Inc. MANAGER - , __ .I J===='===i___l___J_] ~-11_ __ "_ l ~ ~ ~ , 1-, --1- ;;-=;-'-==t==l=::Ji f--- j. lf---lâ€¢------,---1--~-~1---01---a---', _-_.._-_-_-a, JI [; II i' I I _j[_ __ - ' 1 ,- ~-------"----..Ill ' -'--~â€¢=Â·=Â·=:=---~=Â·Â·~-~"---J.L_----'----.ll...==""=aada==aab==""=~-=~!l...=-=-~-==~~~d..:-_Â·_-_k-=1=-c!:~--=-=-=-d~:=a~+_-_Jji===~~====L_J ~) ELEVATION , s""'â€¢~E=L=EV_A_TI~O_N_ 'c:'___,ECCLCCEV--'-'A'--'-TI'-=O-'--'N'----- "--- _.,/ ,_ ---------- , ,--===::,----------, ,_ ------------ TOBE ONE-WAY TEMPERED GLASS - REFRIGERATION r---qi PAN_ E_ L , ~I i Q;r l - ~I INTERIOR ELEVATION SCALE FRONT 1/8" â€¢ 1"-0" 12 Â·1 -.- --OMA. L d RAC< ~,- l=======I {-L--1:=.__J=l:' ==========l Â®i------=E=LE=V"--A~TI~O~N'----- ~ ~E=LE=V~A~TI~O~N_ ' 1 fl ELEVATION \.J \.: _ _.,1 17 \ AS.01 / ,_ ,-,-------------,----------------------------------------------- -3R \ 4"-0"K1" H LVIN UP R EOBY -----~----------- WAl.l MOUNTED STAN DAROS 1/2" PLYW000 TOBEONE-IVAY WI WH!TE tlELAMINE FINISH. PROVIDE 1" x 2" ===fl reveeeec I / tEDGE. CONFIRMtOCATION Of SHEtVING WI G<ASS GROCERY OUTLET CONSlRUC T !ON MA.NAGER. I I IF I ___ _J I -~ --==r--~-T+-_-_--_+,-=--=--=----=------=-- -l T~--:-=i:------1 -=i: -.- e,1 [ [b:11 __ J I ,- ---!I--,--' - -+--1 Â·+-+- "'1 I Ir I ,_ L.....laa=~-'---~-'-..JI __ __L_J_.._..J_ __ __b=="=da=d===='"==Saj-======"=="i=====Â·~==laâ€¢-=~===~=~~J...--b=.b=L- ~ , I ~ I @i...--=E=LE=V:..:..A:..:..TI=O=N'---- Â®l------=Ec.=LE=--:V"--A'--'--TI=O'-'-N'----- I Ji:., 1" CONDUIT FROM REFRIGERATION I ALARM CONTROL PANEL TO DATA RACK INTERIOR ELEVATION-:__ SCALE - r--111 NOTES: â€¢ GENERAL CONTRACTOR TO COORDINATE AND VERIFY LOCATION OF _____ _ RIG~ __ :_18" ~ ~ PHONE/DATA LOCATION - 1" EMT FROM DATA RACK TO EACH PHONE fDATA ALL OFFICE EQUIPMENT WITH GROCERY OUTLET PROJECT MANAGER ._jL LOCATION - TERMINATE WITH J-BOX@ 18" A.F.F. - STUB CONDUIT TO ABOVE PRIOR TO INSTALLATION. I CEILING (TYPICAL FOR 4 LOCATIONS AS SHOWN) I * PLEASE REFER TO FINISH SCHEDULE FOR FINISHES AT WALLS, FLOOR, ~ FAX LOCATION - VERIFY WITH OWNER AND CEILING. ,, -~ VMS MONITOR, 1" CONDUIT TO DATA RACK I * ALL CONDUIT TO BE 1" UNLESS NOTED OTHERWISE. PROVIDE CHAFING PROTECTION AT ALL EXPOSED CONDUIT ENDS WITHOUT J-BOXES AND ALSO PULL STRINGS FOR ALL J-BOXES. , PROVIDE THE FOLLOWING ADDITIONAL ITEMS IN BACK-OF-HOUSE * ALL J-BOXES/JACKS TO BE LOCATED UNDER THE COUNTERS UNLESS (1) 1/2" CONDUIT FROM INSIDE THE DAIRY COOLER (CENTERED OVER DOOR, NOTED OTHERWISE. ' AND 1" BACK) TO STRUCTURE ABOVE, WITH A 90 DEGREE SWEEP AT TOP, TERMINATING AT NEAREST STRUCTURAL MEMBER. SECURE CONDUIT AT * PROVIDE 24"x24" ACCESS PANEL ON CEILING IN EACH OFFICE FOR BOTH ENDS. THIS MUST BE SEPARATE FROM ANY HIGH VOLTAGE CONDUIT. [J5L 1 VENDOR ACCESS TO LOW VOLTAGE WIRING. (1) 1/2" CONDUIT FROM THE COMPRESSOR CONTROL CABINET STUBBED PERMIT SET â€¢ IF A SOLID WALL (I.E.: CONCRETE) OCCURS BETWEEN THE WITHIN 2" OF CEILING, TO STRUCTURE ABOVE WITH A 90 DEGREE SWEEP AT 1 CHECKSTANDS AND OFFICES, CONTRACTOR TO PROVIDE AN OPENING 06.01.15 j--,---~:-==--=;=--==...,1=~_-_::r1;c------=====r=======i====---==i==c.====,;====---===i= ._=_=_c::_=:_=_=:_-=c:.-:::::----,_=_=_=_=,---l-:~::;-,:=~---:::-_~~=--=:-:_=~---.:;:-:~=~r AS REQUIRED FOR WIRING/ CABLING ACCESS. TOP, TERMINATING AT NEAREST STRUCTURAL MEMBER. SECURE CONDUIT AT BOTH ENDS. THIS MUST BE SEPARATE FROM ANY HIGH VOLTAGE I I CONDUIT. PLAN T â€¢ : I ' CONTRACTOR TO SEAL ALL CONDUITS AND PENETRATIONS AT COOLER BOXES AND EQUIPMENT ROOM. $ DUPLEX OUTLET (NJ CONCRETE RAMP @ 16" AFFTYP 1:20 MAX SLOPE. VIF. INTERIOR ELEVATION T SCALE 10 ---------=B:..:A-=C:..:K_ _ 1/8" â€¢ 1'-0" LANDING ,-r------------------------------------------------- D'L FOR CABLING: I P1 I (1)VOIVE/DATA, (1) - - - - - \ ,J-1 -~- -- -_-_-_-_-~-;~â€¢-~-1~1Â· -_-_-_-_-------- CAMERA, (1) LOW ~--r~---i-- .....,~--:-=-..:::;::-~.:;=-:::::i~-=;:--=------=i::-=---::i=--:::::::;:.:..-==:::;::1 ==1=f--, -~=--=r==i=-=i==- ==i=i=- - VOLTAGE --r-1-----1r----11--+-;_-+,-i-+--1--i---,--+--+-,_----1---+ - ~=- 1=t=J-- - I -- ; -1- 1 1DRAW----'---------- N BY CE ,_ L--'===== ..... ===":1...=-...JJ=::~c:::::::::::::::_=da--=aba=..J..~~-~~~..1.===.L-~=_...==--...1=~~..1.=..J.-1---' ====1.==~.1.l==~.11--~-.J ..... =-_:....~- {J DEDICATED DUPLEX OUTLETS r \ CHECKED BY BP (N) DOOR /\ (E) DOOR "@" DEDICATED QUAD OUTLETS JQLÂ· SEE DOOR SCHEDULE A6.02 I JOB #: 15-040 ~ PHONE DATAJACK C:=::=J EXISTING WALL 'i ~ NEW WALL CONSTRUCTION INTERIOR ELEVATIONS LIGHT SWITCH - NEW COOLER/FREEZER AND ENLARGED PLANS CONSTRUCTION, COORDINATE ~ WALL TYPE SEE SHEET A5.01 WITH MANUFACTURER ENLARGED OFFICE PLAN'e--- i __ sc_A_LE_~ 1 A4.02 PLAN. ELEVATIONS. NOTES. AND LEGEND 1 1/4" a 1'-0" REUSE OF DOCUMENTS Â·1wCEM.1:N1 Pl.ASTE~ VARIES VARIES 4 718" 4 7/8" This documenl, and lhe ideas OVER: MESH OVf.H 2 -/-Â·Â·-/ / / /~/ FOR WALL - 1 --/ FOR WALL and designs incorporated, as an lA'f"ERS OF GFV.DC 1) 35/8" 518 ----------2-1/4Â· 0 DOll'SMIN FINISHES, SEE FINISHES, SEE FOR WALL FOR WALL - h " inslrumenl of professional OUI..DNl PAPGI OVER SHT. A-6.01 SHT. A-6.01 FINISHES, SEE V-/ FINISHES, SEE r-/ service Is lhe p,operty of 1~ EXT OAAOf 'COX I PL 't'WO()O SHU,1111N0 SHT. A-6.01 ,,, ., Framework Arehitecture, Inc. J.6ilh HiJI,. 8" 17 0~ SHT. A-6.01 r â€¢t and is not to be used, in whole OfO WW\t IN OAUNflUD OVCFI 2" â€¢ WD SlUOS (E) 518" GYP. BO. _) ii ADJOINING (E) 5/8" GYP. 8D. 1- Â·1: _ ADJOINING 5/8" W.R. ~f): 5/8" W.R. ----::: ! - 5/8" GYP BO or in part, for any reason without CONOlRT to AEMOlt r.,B.D.) REPAIR/REPLACE il.Jr SPACE REPAIR/REPLACE [ ...... :ti SPACE GYP. BO. 1f,,...l1 GYP.BO. 1r,._:] the wrillen authorization of Tl~rOFtMEA 8Y ~.' -~ ~-----~~~~~AACE AS NEEDED ~!,... q AS NEEDED .,... 'I Framework An::::hilecture, Inc. TENN-ml O.C (USC ~WO. 6lOCKiNO ~ 3-618 x 20 GA METAL STUD 3-5/8"MTL. âœ“-11 ii 3-518" MTL. ' I1! SfAL.lTft:: FOA EXTÂ£FVOA BYTEH,1,HTSOC DW)OHAL BAAONQ @ 48' 0C (E) MTL. STUDS _.,/Jr J: (E) MTL. STUDS ~ ii STUDx20 GA. .u,_i: STUD x 20 GA. 1 I LOCATIONS)---~...__ ~ALTEANATE SECURE TOP TO 1/2" cox PL YWD. TO - lâœ“ l1 @16"0.C. @ 16" O.C. [,- ' 112" CDX _b,._ __ UHOfASK>E or SlRVC ruttE SOUND INSUL. - 4'â€¢0" A.F.F. â€¢ -,--- .... AD0Vt J.SCAEWTOA.TTAO~t TYP. -WHERE SOUND INSUL. SOUND INSUL. - PLYWD. TO COAAI..IGAlED UOTIOM TO TOP TRACK SOUND INSUL.TYP. - TYP. -WHERE TYP. â€¢ WHERE 4"-0" A.F.F. SIGHOOX. 8Y SURFACES - 4 SIDES OCCURS WHERE OCCURS ! ~G.C NOT USED OCCURS NOT USED OCCURS !M)TF,:: A2 ~TING DEMISING WALL COOllÂ°""'Tt LOCATIONS Â© t()P TAAC!( 9 WOQP A3 ~~~~'!: .. ~.t' lJON WAL_L Of StOHAGâ‚¬ WfJH T'DWff -â€¢ ~D &ON SHOP Of1AwtNCJ$ â€¢ â€¢>( 71/4" /7114"/ /7114"/ (SIONAOI' UNl>Vl âœ“ / A 6" I 6" SEf-lAAA.n: PC~ FOR WALL - /-6" {; ' FINISHES, SEE FOR WALL FINISHES, --.. (--/, FOR WALL FINISHES, - / / SHT. A-6.01 q,- """""TT" SEE SHT. A-6.01 -,..-, l SEE SHT. A-6.01 ~ 11 5/8"W.R. ~l _ _:i 5/8" GYP. BO. FULL HEIGHT - !! 518" GYP. BO. f . I --1:~Z:: 9fVE' N\JT BY GYP. BO. iH, TI:.~~'iJ'SG.t; __ -r,1Â· 1/2"CDXPLYWD.TO -- L-li,. l --:~l. 6"MTL. 4'-0" A.F.F. j ,,, IL_ 518" W.R. 5l8"W.R. 20GA.@16"0.C. !j[ âœ“-11 ii -t = = = = 4---- CQJHG WHERE OCCURS STUDx 20GA. 6" MTL. STUD x 11 GYP. 8D. 6" MTL. STUD x - 11 GYP. BO. (tlEFERTOA.EFLECTEO _h_J_ 1 SOUND INSUL. TYP. --------:J_.11_ @16"0.C. 20 GA.@ 16" O.C. !. .~I 20 GA. @ 16" O.C. ~ ._II SIGN ATTACHMENT SCALE LADDER RUNG SCALE ~ P\.AN FOR HElGHTS) - WHERE OCCURS 20 1" = 1" 16' 'Â· SOUND INSUL. SOUND INSUL. TYP. - SOUND INSUL. TYP. - DETAIL 1-112" = 1'-0" DETAIL H--'~Â·'-tt---------Mt'OYPBDTYPE'X' TYP. -WHERE - WHERE OCCURS - WHERE OCCURS It AAlEO WI\U.S OCCURS Â® SUSPfNOCO CEJlMG ff PARTITION AB ~~L~R~~~f~~~~~~l_ 2Â· -âœ“.,1114"7 _;,/ 114" /7114~~ 7: I / 6 5â€¢ I 5 FOR WALL ,â€¢. I " I FOR WALL FORWALL - FOR WALL ~ I " I FINISHES, SEE \ r.--ri FINISHES, SEE .\ r-" FINISHES, SEE FINISHES, SEE r -1 / SHT. A-s.01 -~r:-l SHT. A-6.01 SHT. A-6.01 $HT. A-6.01 \J--FTÂ·;f ', -+i---------3-611"200,.Mlt.SlUOS 518-w.R.GYP.BD. H1 Ir - 51sÂ·w.R. 5/8" -i~r1--------; 11 5/8" GYP. BO. - â€¢ ,,. OC fOR 2,â€¢ OC 0 1 GYP. BO . /AH 518"G:~M:: ~1~: i:l , WM.LSWITH 1/1' Vl.YWO STUD x6;0M;~: _,,/lâ€¢ i GYP. BD. 6"MTL. 1i I 6"MTL. DA.Cl<OOAAO) FIA( STUD K 20 GA. STUD x 20 GA. STUD,20GA I I. j:J / RES&STANrWHEI\E- @16"0.C. . .,. -...........1. @16"O.C. _l_l @16"0.C. @ 16" O.C. I __ ..... .::!!::.1 flEOUOAll> UY coec - 1/2" CDX SOUND INSUL. - SOUND INSUL. - PLYWD. TO SOUND INSUL. COOLER/FREEZER TYP. -WHERE TYP. â€¢ WHERE 4'-0" AF.F. TYP. -WHERE BOX WALL, TYP. OCCURS OCCURS OCCURS NOT USED A9 ~'t!_~R~~~~~TlTIONWAll A 11 INTERIOR PARTlTION WAl.l _ A12 ~IN'!_T'ii_ ERIOR PARTITION WALL HEIGHT WALUCOOI.ER WAUJRESTROOMS 4 718" FOR WALL 1-;J" FINISHES. SEE '\k__:-fr SHT. A-6.01 171 "T"~ 7 518" GYP. BO. =1-r-. 518" GYP. BO. - ::JFI- 1/2" Pl YWOOO - - 1 5112" INTERIOR PARTITION SCALE FOR WALL 1/2" PL~~~~i -]~ 15 11 I 516~_::~ M:: ~h I l T04'-0" HI FINISHES, SEE /-/ INTERIOR - TYPICAL 318" = 1'-0" BRACED WALL - WOOD DECK 1-112" = 1'-0" ~-~, STUDTOMATCH :1Â· EXISTING WALL /i, l EXISTING WALL _- ll SHT. A-6.01 ~H STU~;~? i~: _LI I; ;~ THICKNESS .,. ,,J;.;. __ - 1/2" COX PATCH AND REPAIR J,. l r------- JOISTS OR 2 â€¢ 6 SU6-PUAl..lN S & R-19 5/8" GYP. BO. -1 ::,,..,_ I BOTH SIDES AS - Â· '-' - BATTINSUlA'HON FHATCH ~------------.IOISTSORb.&16-ftJA~S I 2X6STUDS -1 PLYWO. NEEDED & R-198A.TT IHSUl.AlfON SOUND INSUL. - SOUND INSUL. - 1 FULL HEIGHT TYP. -WHERE TYP. -WHERE @16"O.C. I ,------ ~xWD Bl.OCtONO 1 - HARDIPANEL (E) SOUND tNSUL. - """"'1!!1'"'!!!!1"!!'!!11.~~~----,-;;;~(~o;;/~~:.;Jl~,JN,'; OCCURS OCCURS TYP. -WHERE SCREW TOP TIWll< o,u:-cn. Y TO SIDING PER {lf" P[~ND>CV~Afl TO COOLER/FREEZER - R-21 INSUL. - L ' J MANUF. DETAILS OCCURS 6UU-P\JftUN'S (IF PERPOIOtCUlAA Â·10 f'AHTIIK.)'-1 Of,: P110Vl0[ lo BOX WALL, TYP. PARllTION)Off PffOYU>E4x6 DLQCl(IN{;~!,4â€¢()i' NOT USED PROVIDE A CONCRETE CURB AT NOT USED HAHGl:RBeAMft0-0-1..0MAX) Wâ€¢f.', rso NA!Ui EA CNli fir A13 INTERIOR PARTITION WALL A 14 :~:~~l~u:ARTITIOO WALL BASE OF WALL. SEE STRUCTURAL A16 kNx~~1~~~~S1NGWAU_ Wl'SIMPSOH' Uote tW.aCR EA ENO (1r ~--------<:JIH'ISTalP ~~EOWAU/COOLER PlANSFORDETAILSNOT USED 1 tJAIW.LEL TO PARMKJHJ f"'AIWill TO f-lAHTIOO~ WlTH 112'" Pl 'VWOOO AOO lf'Z"PLYWOOD "!'t------ ,tâ€¢ ic IO 04 TOPTRAQ(Wfeti f 10 11 ~---,;,UDCET,'CANT 4P StM ~-+--------CON~20ul\WWO CJ-TOP A15 :~~~~A.l.L - M/2"0HW8.EA8VB-PUf\lM COHon10N OM thOH 8'0E l'IIAOKWJtl)1'10Jt 1'W0OD (PS\PENOtC~ ORâ€¢ 24~ OC a>~ .. Of' ROOF Sl.OPE â€¢ 1'Z'@ SCRrW. fA SUD-NRIJN OR ~----~- PERMIT SET HANGER BEAM CENltRl.lNE OF ROOF BLOCK lYP (00 NOr SCREW 0)1 (PNW.lE1J lVP HI\TCHTYPK:A!.â€¢CANr@ 00 Ofl STUDS 10 10P 1nACXJ) I 3 118" 3116" 06.01 .15 It------ 5/tt' lYPE 'X'G't'PSUM BCM.RO OOIS10E EDGES ---------, ur mG.ACONT snw I -/-/ -~-,;â€¢-.....,::::=:_ 6' MTL SJUD.a.20 0A. 16"O.C EXISTING WALL -. {i~f. - CMU INFILL. 2 - EXISTING ,--+---o....,RASHIHG FwÂ«lt.-0. loP SEE FOR WALL - f~~ MASONRY WAL PIAN Â© --YoPTAACK@WOOO W/9l.OQQHQ IIE1WEEN STUDS FOR WALL ~ \ r { - CMU INFILL. STRUCTURAL @1".0-0C TYPWHC:RCOHVWA.U FINISHES, SEE :p,-....-Â· _ i 7 FOR DETAILS FINl;~~-S,0..~~0~ , -:I" ~-r IS NOT FUU.. HOOHT (SEE SPAN SHT. A-6.01 "-'1 â€¢Â· I SPLIT FACE AT FINl;~:s~:i~ \ r~:'- --~/~- lAHlE FOR WAClNO OF fl.ANOt l I FRONT OF .,,,--- 5/8" GYP. 80., TYP. """"""'l SHT. A-6.01 ~:-' - ' ........,_, / 5/8" GYP. BO. --i ~' ., ~~~0~i-SuE:AL 518-GYP.BO. --'I ' Â© TOP TRACKÂ« WOOD ) '-i 250S125-33 MTL --77-:H1 FOR DETAILS. 250S125Â·33 MTL. ----.:.u-Â· -< ~Â· - 6" MTL. STUD X 20 GA.@ 16" O.C. I: STUD@ 16" O.C. .Ll, .'.__L_ STUD@16"0.C. _lL~.J ;I IN LINE WITH BACK OF HOUSE WALL. l~--1 EXTEND FURRED WALL TO PROVIDE NEW FURRING AND ( BOTTOM OF ROOF DECK GYP. 80. AS SHOWN l+----+--------EXTENOGYP BD FUlL â™¦IGT j~1/, OHE SIDE ONLY WHEHE B1 ~ ER!ORWAl.l B3 {~~i~~ - 64 -~~~~~All EXTEND TO ROOF DECK ~ ':I ROOF HATCH CURB SCALE 141 DRAFTSTOPcx:::cvRS TYPICAL 3" = 1'-0" 1---------PRCWOE AD0010NAl fl.ANGE ,- SEALANT WI BACKER ROD, TYP. :r,l.W'ROOFNl BRACING. SPAC9Â«3, WICATR IN SPAN TABl,f VMERE OOYWALI 2"MIN. rs HOT APPLEO TO ANY WALL 3" ,---;++----Ill~-----â€¢Â·-= 1 -â‡’ /-/ f-----CEUJNGWttEREOCCU!IS ll Â·â€¢ -~+COOLER BOX TYPICAL +---~1\\------&AJ'EYYPOST (IIEfe< ro IW'I.ECTED J ~-1--1-.------l/AA------STm CVRflWNIT~GAAL CEILING PLAN f-OR t-EGHTS) AIRSPACE ii .-.~.._ _,,._ __,,CN',ADI.OCl<R.ASHINO HASP I 1/2" COX PLYWO. - J i\\\\-----16 SQ. FT. ROOF â–º'Â°'Teti Pl:A TO 4'-0" A.F.F. VARIES /- SPECSWf"l.A()0EK-.UP SNTEY I II POST MODEL 2 BV BILCO CO â€¢ COOLER/FREEZER - COOLER/FREEZER COOLER/FREEZER COOLER/FREEZER - &CUAÂ£ lO ROOF W/THRU I BOX WALL, TYP. BOX WALL, TYP. BOX WALL, TYP. BOX WALL, TYP. I l----ti--------Ml'OYP8080lH SlDl!S â€¢1 \ 6.0. CURTAJN DOLTS ACa>RDfNO TO MFR WALL DlAEC110NS â€¢ tfSNGe PINS ARE TAPÂ£0 l llMOttl C2 W,'SMOOTif f-lNISH UNO TVP L_ C1 COOLERIFREEZERSOKWA.1.l COOLER/FREEZER 80X WA.1.l 9"-0" A.F.F. VERIFY TO BE ~ NQN.REMOVA.BU A.l.lTOStilATIC HOW-OPEN -++--------MEJAL.STUOS.111'00Â· --~ 0 F..-SIIAACWAS""' I : & OPEJII\TIHO - tJE'T ntS SH"ff'TTYP PARTITION NOTES: DRAWN BY CE 1' Fl8EfW3~ ~t'ION -HINOE ~ ...... +--------CONl Tf\4CK t!.AMl CU. A5 CHECKED BY BP 1. SEE SHEET A-6.01 FOR WALL FINISHES. I I STUD} -,m-c;i:, H OS <112 ( 1 nÂ· OJ A>&tHG PER MFA SPlCS I 2. USE WATER-RESISTANT GYP. BO. AT TOILET ROOMS & JANITOR AREA. OJ\EOSHOâ€¢ l"i~@32'"0C I JOB #: 15-040 ~/LL AIOI.) FIBEROONU> NSIJl.AllON VlfM',,J 1 7116' fJABEDMENT 3. USE SOUND BATT INSULATION AT TOILET ROOMS. 4. ALL 6~ METAL STUDS TO UNDERSIDE OF STRUCTURE, U.N.O. {iC80â€¢1.366.Alffl#2SS210 F.0 TYP 5. ALL 3-5/8" METAL STUDS DIAGONALLY BRACED TO UNDERSIDE OF STRUCTURE, U.N.O. DETAILS ----i----- CONCflE:TF.-SlAB 6. ALL FURRING WALLS TO 4" ABOVE CEILING OR TO BOTTOM OF ROOF JOISTS WHEN THERE I ISN"T A CEILING, U.N.O. I 7. ALL COOLER/FREEZER BOX WALLS BY BOX MANUFACTURER. 8. PATCH ANO REPAIR All (E) GYP. BO. SURFACES TO LIKE NEW CONDITION. sc~Â·Â·,----i CURTAIN WALL SCALE INTERIOR PARTITION 9 WALL TYPES-;~ ~S_CA_L_E -1T -1Â·- A5.01 WOOD DECK 1-112" = 1'-0" FULL HEIGHT - WOOD DECK 1-112" = 1'-0" I I 314" = 1'-0" REUSE OF DOCUMENTS This document, and the ideas and designs incorporated, as an instrument of professional service is 1he property of THREAOED ROD NOTEc POWm POLÂ£ (OR BAM:ElO t-"'8CEHTEROMDER Framework Archi!ecture, Inc. STRUCT./OS ~ SEPARATE and is not to b& used, in whole REODJ or in part, for any reason wilhout RACEWAY FOR POWER .,., the wrillen authorization or (NJ 26 GA Framework Architecture, Inc. CHECK STANDS TO COMPLY WITH 20100SSC FOR PROPER CLEARANCES. HEIGHTS mÂ£CC)OMIUHICIITION PAINTED ANO SIGNAGE CA8lE1I METAL COPING 3Â·20-~ IN R.EX CONDUIT ~ {NJT~g- MET AL COPING TO .,, OVERLAP ROOF POiNlOfSH.Â£ MEMBRANE (P.0.8.)MAC><INE â€¢ ~ (N)BUIL T-UP ROOF ~ TOMATCH(E) ' (E)TOP-' J ~ (SNH) E1A12T" HPINl YWG OOD PLATE TFIMtaTAT ceuNGOi\TA {E)2X STUD (N) 2X6 BRACES POWER OU1l.ET 0VnET MOUNTED Al @24"0.C MOUNTED AT 12' 12' BB.OWCEIUNG BELOW CEJUIIG FOR FORACCESSPOiNl (NJ HARDI ACCESS POINT PIICE PRICECHa:o<m PANEL SIDING ~(E)2XBRACES CHECKER. (CHECl(STAND 111 OVER WRB / f (N)2X8BOTTOM (CtiECKSTAND#t DILi') OVER PLATE ONLY) PLYWOOD (N) BUR CAPSHEET FLASHING PER I (El BEAM , f MFR. SPEC I I -(E)5/8"PLYWOOD ' CAULKJOINT --!'i"'!-------------'i, ""'i''-'-RO-OF D-EC-K -1 O<'fJ,NJS .. OROP-OIII P0U. DIIOP-OJT POl.E (EJ WOOD TRIM FOR POWER& C0HnNUOUS FAOM CMIU!lRAY TO COMl&JNC.\110N8 I CNIU'.l,-01! FUXlR I PNE..u.mTO / (E) SOFFIT FINISH \L (E) SOFFITFINISH TABLE 110!?,11.2 ' pftC)TEC'fCAela /OHEQIOOTSTANO C><ECKSTNOI L (E) FRAMING TOTA!.NUMBEAO, _..._ At>A CHECK WRITER Â· J ,~ X sX.- RB.D NSTAU.ED TOP PER PLAN, TYP Ct1ECKBTAN>80, O,CHÂ£CK8T...., Tilflil W/ftX%_. HEX HEAD l'liOIE.Dl<tAANO (E) COLUMN EACH DESIGN 0, !Aai DBIIN SCREWS. 12' O..C. MAX POMIICAaES TO Ill!~ C0NOfCOON TO {N) STOREFRONT I.,. REOIIIT81 HEADER PER PLAN .... BUJYl. AU. JOIN'T& IN FREEZERS ANCllE~, (N)COLUMN NOTL IIUTY\.1111TWEEN JOMB ATI'AOt l0 FLOOR BEYOND DID1& MP-.aAAl!-IIU!D& &POU. NOT AFTER. IIUlY\. MUST NOT tlE ,_ROOA -Â·Â· Ell>'OIIEll ACCESSlBl.Â£ CHECK STAHOS SHAU. flRCMDE.AMI...._... a.EAAOIEO<OUT AJSlE WIOT>I 0,30" WITHA_,..I\DJONNG COUNn'A HElGHTNOT EXCEEDING 31!1 INQÂ£S ABOVE ltÂ£ FINtSH FLOOR. ntE TOP OF THE COUNTER 1----U~StW.!..NOI_EXCEEIUO_INCHES._l'I.OOfL_______ -------i ACCESSIBLE CHECKSTAND SCALE lS 04 1 Jiâ€¢ a 1 )!' C0HTlNUOUt! SCALE DETAIL 15 NIGl.E WI '11 HEX HfAD SCREWS 7 SIGN BAND DETAIL I 1,~::~~0" 3 -------- NONE --1 .'70.C.toWt 1/4" a 1'-0" _!_ _ L _ ___________ .....,.:;,__-,_ -.... -=-::- - OVllllle BlOE OI' OOfl'IN ~ GYP. BD WRAPPED BOX COLUMN. HOLD WALLS . IHSUlAlB> WAU. PANEL fr{ AS CLOSE AS POSSIBLE TO PIPING. NOTCH REfflGERATlON CX>Nmo\CTOR. NOTE: AU. OONDUIT& PIPE RUHS 10 BE ~. AROUND PIPING AS REQUIRED INSTAU.ED""---lOâ€¢TIEwiw.e, I (l)tjâ€¢-..,,.m, ~ t'._"DloWOHQTIIEAOALUMP\.ATE â€¢ 3-0' o.o VERTICW.1.Y TO MJ.C1,N COLl.MN ~-=:-:80CT10HUNEWf WIW'S l0 BE INSTAU.a>. 1,r Pt..YWOCI> DECK Of'T10N: CON'!RACIOR TO BUILD (l)j"81!11TUHÂ£ IWl>F\.OCI\INSlMTION REmOEAATION CtWIE ON Slli AS ta) 1'6arf'LNE6 < UBE.Fl.EX fTM'_ _,,. IICIUl>... W/ I ra AfflCRI\FT CABLES DIRECTED BY' OOI PRO.ECT ~ /\TI'AC>EOlOCEIUNOâ€¢ v.tEAE P06Sl8LE TO HEBTW/ REFAIG.UNES o.c. EACH ENOOl'UN(&ml/t PERMIT SET 1., X l'HEX HEAD 9CflEW8 012' 06.01.15 .L----1-===::.:::::;:;;:===~i;::e:!-- (I) t'!O PVC WI jâ€¢ INSWITIOH OC MN< 8TAOOEl!ED ' I - (l)j'O-llONUNEW/ 1Â·--..T10N PLAN JW:Â£WAYS Oft CAilÂ£ TMYS ~-.:::::::::::::::~_~. I;;;;. .. wrxarim. TMC11.,Â°"- RJU.HT. Of 1 i CONT- EU!Cl'Al::AL CONOUCTOAS 8'WJ. NOt COHTAINA>ttPff.1\.W,011 I EOUAl.FOl!t'lliAM,WAf&lAII. GAS, -ORNIYICIMCE OTHER nwt El.ECllUCAL 1r- A+~~~- I w ~~ .... -------~---- ACTIVATEDFASJENERS. VERIFY WITH MANUFACTURER SUBMITTALS 1 ' AND CUTSHEETS PRIOR TO CONSTRUCTION ~ 1----------------------------~==~~~~~~~~-~~-~-- ~--- REFRIGERATION C~t,_~~ ~~~~-~.. 14 1 Â·~F=R=E=E=z=E=R~=B=o~x~D=~=-T=A=l=L='-1-1~i:L~-O" â€¢ 10 ! 1 3 ----, ,.,.. WIUI ... Ml)AVll)Ho'.HO!St(ff.AliCHl!lCI - 'l'P1.V. l04'-0' / AJ/'.F, STOCK SKlE ~ o~coâ€¢110_, _ I -ll'Xt"-Â·18'0.C I I --------1/Z"K10"swmGEBOl.T, T"tPk'.AL 'l'PI.V. -----U&PTW/ff' LEGYERJX",M. I VERIFY HEIGHT OF RAMP WITH FREEZER MANUFACTURER PRIOR TO INSTALLATION _L -~----i DRAWN BY CE f ~ ~ \ ~~- CHECKED BY BP OCOOPIIWI---OACINClANO ~- MT1.. 00RNSI INWl I JOB #: 15-040 SMA1.L OR NO AOOIIE04TE SLOPÂ£ EVENLY l0 8M001H--W/ EJIISl1NO IIURFACE. DETAILS NONâ€¢STRUCTURAL CONCRETE FREEZER RAMP DETAIL '-' _S_C_AL_E~ 131~--- TRAFFIC DOOR JA~:-_~"" --9 L POS POWER PO[El--scALE A5.02 1/4" = 1'-0" DETAIL- HEAD SIMILAR 1-1/2" = 1'Â·0" 114" = 1'Â·0" IIO' âœ“------- REUSE OF DOCUMENTS '). -- ,, :r This document, and lhe ideas I 13' 11 and designs incorporaled, as an .. ---- I. instrumenl or professional I lij -- ,I service is the property of ,. Framework Architeclure, Inc. I and is not lo be used, in whole or in part, for any reason without ii! the written authorization of Framewont Archi!ecture, Inc . l. [! , , ___ -----u II i'==-~---=-==-- =-- ==----=-~--~---=- ==I.. I ii ij i,I â€¢ I ! " ,,1 !i r :; l I H I .. r ~ \if ., Â·, Â·.â€¢Â·Â· .---"\ -. - ,'~CAl..V!FftF~~FR?N:T~ <_ Â·; Â· Â·Â· Â· .Â· ''-_ PALLET SHELVING Â· SCALE I 8 ----r---- - -------- -E-LEV- AT-IO-NS -,. -3-/4" -= 1'-0" - . ' j__ . AUSHEI..Wt8RI.N.OONOOLA(FREÂ£81ANDN1. OOUlllb8llED) ORWALl,,MOUHTED, RE0UIAE ,WU: TlÂ£-8ER Of SFMiD SEJSMIC FU)()R AHCHORSAB THE N\JM9fiR OF UF'Rt()HTS IN TI1E RUN. FLOOR ANCHOM IIHAU.NICHOII T~E 8HEL'l!NO UHITIIAT LEVEL.EA LOCA'llOICS: FOR WAU.-MOUNTÂ£D IJNITII, THl!IIAIIE8HOI! lEYl!IBl9 l'Hll UPRIGHT L.EYaEM MUIITIE-. l'OACIONOOU\UNl'l'll,IIASIISHOE GENERAL NOTE: ALL LEVEIBIS MU8T IE AHClÂ«lfla), SEE DIAQfW,IS BELOW, " I EXPANSION BOLT FLOOR GONDOlA- nPE (mEE-STANOING) S>iELV'HG y ANCHORS INDICATED ON ,, f't r-~ I THIS SHEET TO BE : ----â€¢Â·~- = :.= .. --, , .. i SIMPSON STRONG BOLT 2 8 UPAIGtf!S. .. 12NOi0RS I ~ TYPE OR EQUIVALENT (TO 'C>n BE REVIEWED BY STRUCT. 3/8" DIA. X 1.875' Ml ENGINEER) PER SIZES I EMBED EXPANSION BOLT@ EACH LEG (4) INDICATED ON DETAILS ?-~--~- ~ f.=9/ -,~ c=, BOLTS PER RACK MIN. 'G>n --~s~7c:d;;;u1REJ=~~LE - 11 PALLET SHELVING SCALE 3 - ---~- NONE SEISMIC BRACING DIAGRA::.cM'-L---'-1-'-Â·1:.::/2" = 1':ll::._L_ _ "'OliA.X1.87~â€¢ Â·-1 IIIN.EMeED, EJCPAH910MIIOI.T ATEAQtAHCHOR I POfNT 2 10L T8 I --Â· I 1 rÂ· Â·- ,- l-~Â·2t~~~~Â·- _.,~ I r y. PER IIIFR. ..-. PER MFR " ~;+----- ACT-â€¢ celTl!II.INÂ£0f 1 i 1'-lJ' WHEflE OOCOR8 ~ & 8BSMC 1111r--.W. A!.A-Ut fUJOR NfCHOR8, TYP. ~- GONDOLA SHELVING SCALE :I, D3'"111 SHELVES. TYP. -Â·11 ---- NO--WNJ<ffl AEQUIRED SHELVING_,.,., f--------- S_E_C_T_IO_N_~~-3~/4_"_=_1~'-0~ .. ---1 PERMIT SET l.lAIOl<TS .CÂ·---~~~ 816.Yl<OSUl'PO<l'I 06.01.15 Of IIOOt' lll'RUCTUAEJ PIAN ---- AAQ(CtWN:l.048'0.C. I - _Si;, L_ _.r:=:~ ..,, â€¢. ,..Dfl' k 167"r EJCP-AHS- K)N 801..T AT EACH AHCHOR POINT\ MIN "BOLTS PER w t I! I I AACK ti I 1 GONDOLA SHELVING SCALE : I 0 PLAN 3/4" = 1'-0" ~ ----G"-'O::.::N::::Dc:.O::.=L.::.A:.::.S::..:H-=-E-=-L::..:V-=-lc::.N.:::G_L,_~~1=1-"-~.::...:-~~-o- .. _ ~I ! ! I ! 112" PLYWOOD TO 4'-0" W"OWB.OYER A.F.F. OVER 518" GYP. BO. ITL STUD8 0 1ff' .. o.c . WILL\AMO,,,\IIDHAR04Slll(,Alt(;HIICC1 18"0 f::,,_ D,.ll DLSCIPll()N .u.. 1 I ~â€¢---- rx 1"Jlff'IO~Mn..8TVD8 e 1r O.C, TO UNDER81DE OFSTIIUCTUIE. 8AIIE0 8l'OCl(T'O IIE mTAEXOREOUAI. DRAWN BY CE I CHECKED BY BP JOB #: 15-040 .,, Â·- I' DETAILS SHELVING ,_ ----- ---- ------F=ULL HEIGHT WALL AND WALL SHEL~+;~ Â·--_-~~~L~~~i 13 1 ---- WALL SHELVIN<'.;'- SCALE. WALL SHELVING-~--Â· =SC=A_L-E_-_ 51 --WALLSHE~ING'._ sCAi:E~-1- A5.03 1 1 PLAN t 3/4" = 1'-0" SECTION 3/4" = 1'-0" sEIsMIc BRACING DIAGRAM 1/2" = 1'-0" L-------...J REUSE OF DOCUMENTS This document. and 1he Ideas and designs incorporated, as an instrument of professional service is the property of Framework Archilecture, Inc. -- - ------- and is not to be used, in whole or in part, for any reason without 1, !he written authorization of Framework Architecture, Inc. I 2 '' I I :, I :;('.,), ' I, ROOM I LOCATION ! FLOOR BASE WALL CEILING NO. --- i- (E)CONCPERG.O. ---- I I 100 SALES AREA I SPECS. SEE NOTE #7 RUBBER P1 &P3 MAIN SALES AREA EXPOSED TO STRUCTURE EXPOSED TO STRUCTURE ---- -~==-----~~ JJN) TEMPERED GLASS STOREFRONT ENTRY DOOR. TINT TO GOI SPECIFICATIONS 2(N) TEMPERED GLASS STOREFRONT. TINT TO GOI SPECIFICATIONS FRP SEE NOTE #6 & #8 GYP. P4 (SEMI-GLOSS) [}1E) GLASS STOREFRONT FRP SEE NOTE #6 & #8 GYP - P4 (SEMI-GLOSS) 107 ! EMPLOYEE VINYL RUBBER Pl (SATIN) --~- P4 (SATIN) _ ~tE)COLUMN 1~ MAIN o,,=--1,cE {El CONC PER G~ . P1 (SATIN) GYP. P4 (SATIN) uo SPECS. SEE NOTE #7 RUBBER -------- --- Â·-- --- ::-i- SCALE ATTIC STOCK TO BE PROVIDED. 109 P1 {SATIN) GYP - P4 (SATIN) 1 GAL. OF EA. PAINT ENTRY KEYNOTES : 112 .. = 1._0 .. I 4 _J 1 PKG. OF CEILING TILES (WHEN USED) 110 P1 (SATIN) SEE NOTE #9 GYP P4 (SATIN) 100 SF Of VCT (WHEN USED) NEW CLEAR GLAZING NOTES -r---Â· 1 BOX OF RUBBER BASE ( WHEN USED) VCT Flooring Primer for New Drywall ,- ------ --- --- FINISH SCHEDULE ~ __ ENERGY NOTES: Manufacturer: Manning Essentials Manufacturer: Kelly Moore SC_A_LE _ ___, 2 1. FIXED GLASS TO BE DOUBLE GLAZING, 1" THICK INSULATED GLASS Color: Cool White Color 971 ACRA-PLEX PVA Primer ! NONE CONSISTING OF 114" CLEAR FLOAT GLASS (EXTERIOR FACE), 112" --- ------- --- ----------------------- Number: 141 1. Li-FACTORS OF FENSTRATION PRODUCTS ARE TO AIR SPACE, 114" CLEAR FLOAT GLASS (INTERIOR FACE) 1. FLOORS AND BASES IN COOLERS TO BE TERA-GEM Ill IFS EPOXY BY TERA LITE (COLOR: GREY, TEXTURE: #70 MESH) OVER BE DETERMINED IN ACCORDANCE WITH NFRC 100 Primer for Ex osed Wood/Other CONCRETE FLOOR. SURFACES SHALL BE COVED AT THE JUNCTURE OF THE FLOOR AND WALL WITH A 318" MINIMUM RADIUS AND BY AN ACCREDITED AGENCY. 2. "T" DENOTES 1" THICK INSULATED TEMPERED GLASS CONSISTING Rubber Cove Base Border Manufacturer: Kelly Moore SHALL EXTEND UP THE WALL A MINIMUM OF 4 INCHES, EXCEPT IN AREAS WHERE FOOD IS STORED ONLY IN UNOPENED BOTTLES, 2. SOLAR HEAT GAIN COEFFICIENT (SHGC) OF OF 114" CLEAR FLOAT TEMPERED GLASS (EXTERIOR FACE), 112" AIRj Manufacturer: Burke Commercial 295 UNI-PRIME CANS, CARTONS, SACKS, OR OTHER ORIGINAL SHIPPING CONTAINERS.THE PRE-MANUFACTURED COOLER BOX WALL AND CEILING Color: Black GLAZED FENSTRA TION PRODUCTS ARE TO BE SPACE, 114" CLEAR FLOAT TEMPERED GLASS (INTERIOR FACE) ARE CONSTRUCTED OF WHITE, EMBOSSED GALVANIZED 26 GA. METAL. Number: 701, H: 6" Primer for Exposed Metal DETERMINED IN ACCORDANCE WITH NFRC 200 BY AN ACCREDITED AGENCY. 3. STOREFRONT GLASS SHALL HAVE A MAX. SOLAR HEAT GAIN Manufacturer: Kelly Moore 2. FREEZER FLOORING TO BE DIAMOND TREAD ALUMINUM PLATE, ATP 3116". WALLS AND CEILING ARE CONSTRUCTED OF WHITE, 3. AIR LEAKAGE OF WINDOWS AND DOORS ARE TO BE COEFFICIENT OF 0.40 AND U = 0.45 PER ENERGY REPORT FRP 1725 ACRY-SHIELD EMBOSSED GALVANIZED 26 GA. MATERIAL. Manufacturer: Marlite DETERMINED IN ACCORDANCE WITH NFRC 400 BY REQUIREMENTS. AN ACCREDITED AGENCY. S100-WHITE 3. ALL FLOORING MUST COMPLY WITH THE OREGON DEPARTMENT OF AGRICULTURE DEPARTMENT OF HEALTH DEPARTMENT - NO SMOOTH SURFACE IF APPLICABLE: 4. CURTAIN WALL, STOREFRONT GLAZING AND ACCEPTED FLOOR MATERIALS. GENERAL CONTRACTOR TO VERIFY. COMMERCIAL ENTRANCE DOORS ARE TO BE --------- - --- ATTIC STOCK SHALL BE TESTED IN ACCORDANCE WITH ASTM E 283. 1. GLAZING SUBCONTRACTORS SHALL FIELD VERIFY ALL Vinyl Flooring PROVIDED ON ALL PROJECTS - I 4. VINYL FLOORING MUST BE HOMOGENOUS WITH INTEGRAL SMOOTH COVE BASE EXTENDING UP WALL A MINIMUM 6 INCHES WITH 5. STOREFRONT GLASS SHALL HAVE A MAX. SOLAR DIMENSIONS ON DRAWINGS AND IN FIELD. Manufacturer: Mannington 100 SF OF VCT, 1 GALLON OF 318" MIN RADIUS COVE. TOP SET COVE BASE IS NOT ACCEPTABLE. HEAT WELD ALL SEAMS. MATERIAL AS SPECIFIED IN G.O. SPEC. Magna Commercial Grade EACH PAINT, 1 PKG. OF CLG. HEAT GAIN COEFFICIENT OF 0.40 AND A Li-FACTOR MANNINGTON MAGNA COMMERCIAL GRADE #18001. Color: Stone Gray TILES, 1 BOX OF RUBBER BASE = 0.45 PER ENERGY REPORT REQUIREMENTS. 2. ALL STOREFRONT FRAMES, MULLIONS, ETC. SHALL MATCH. 6. GLASS ENTRANCE DOORS SHALL HAVE A MAX. Number: 18001 (ONLY IF USED) I 5. AT MOP SINK, INSTALL FRP, 4'-0" HIGH AT WALL SIDES. MARLITE P-100 WHITE PEBBLED SURFACE, 3132" THICK. 6" Integral Cove W/ Welded Seams SOLAR HEAT GAIN COEFFICIENT OF 0.40 AND A 3. T = TEMPERED GLASS I U-FACTOR=0.60 I 6. WALLS OF THE RESTROOMS AREA ARE TO BE FINISHED WITH FRP OVER A MOISTURE RESISTANT UNDERLAYMENT (EG. WATER SEAL ALL STAINS PRIOR TO 4. 15 = INSULATED METAL PANEL (GLAZEGUARD 1000 OR EQUIV.) RESISTANT GYP). FRP TO BE FLOOR TO CEILING. I FINISH COAT PERMIT SET 5. ALL NON-ACCESSIBILITY SIGNAGE UNDER SEPARATE PERMIT P4 I 7. FOLLOW GO! SPECIFICATIONS. PROVIDE CONCRETE PENETRATING CLEAR SEALER ON EXISTING CONCRETE FLOORS. FOR 06.01.15 f'_! Salesroom and Breakroom Ceiling SALES FLOOR AND OFFICE FLOOR USE PRODUCT FROM G.O. SPECIFICATIONS, CONSOLIDECK LS DENSIFIER GUARD FLOOR SYSTEM. I Side & Back Interior Walls Manufacturer: Benjamin Moore FOR STOCK AREA FLOOR USE PRODUCT FROM G.O. SPECIFICATIONS, BURKE #310 SPARTAN COTE CURE SEAL HARDENER OR WINDOW NOTES SCALE ----1 Manufacturer: Benjamin Moore Color: Timid White APPROVED EQUAL. PLAN --11_4_" -=-1-'-0-,,-- 3 Color: Simple Pleasures Color Number: 2148-60 A. GRIND SALES FLOOR WITH PROPER GRIT METAL BONDED DIAMONDS, TO REMOVE ANY COATINGS (THIN SET, FLOOR FILL OR ------ Color Number: 1097 l:!1 EPOXY). THIS PROCEDURE WILL ALSO LEVEL THE FLOOR AND OPEN THE CONCRETE PORES REVEALING ANY IMPERFECTIONS AND REPAIRS THAT WILL BE NEEDED. Salesroom Columns B. FLOOR PREP AND REPAIR BEGINS AT THIS TIME. FILLING SPALLS, DIVOTS, AND EXISTING PENETRATIONS WITH CTS RAPID Window and Doorway Trim Manufacturer: Benjamin Moore l SET TRU SELF-LEVELING MATERIAL. TRU HAS A FAST SET TIME AND WILL POLISH UP TO THE DESIRED GLOSS. CRACK $ Color: Heritage Red SEMI-GLOSS: ! ~:i:~:a~~~;;:B~e~jamin Moore REPAIR INCLUDES: Color Number: PM-18 ! 1 a. ROUTING OUT OF CRACKS. Color Number: 1232 I b. VACUUM CLEAN OUT OF ROUTED AREAS. SEMI-GLDSS c. INSTALL A 2 PART EPOXY THEN GRIND SMOOTH. ~ C. JOINT FILLER- SAW CUT EXISTING FLOOR CONSTRUCTION AND CONTROL JOINTS TO CLEAN, PREP FOR ADHESION AND VACUUM CLEAN. FURNISH AND INSTALL SSP-500 JOINT FILLER AND SHAVE SMOOTH. Front Wall and Ceiling Beams D. BEGIN POLISHING SLAB USING DIAMOND IMPREGNATED RESINS- GRITS 50-100-200-400. APPLY LS DENSIFIER BY Manufacturer: Benjamin Moore CONSOLIDECK. CONTINUE POLISHING WITH 800 GRIT RESINS. APPLY 2 COATS OF LS GUARD AND HIGH SPEED BURNISH. Color: Penny E. SPIFF COAT-APPLY THE LAST AND 3RD COAT OF LS GUARD, FOLLOWED BY A HIGH SPEED BURNISH. I Color Number: 2163-30 Wllllo\MOAVIOHARO,Sll"-AMCHll(Cl ~---.R=o=oâ€¢Â·M--F'"'I .. N"'IS""H..-.-L"'E=G=E=N'"D.--c---s"=cA~L=E---- 8. PAINT FINISH IN RESTROOMS TO BE SMOOTH (NOT TEXTURED OR ROUGH) AND WASHABLE D.. ~ DAI~ lo[SOPIION 1 __ N_O_N_E __ 2~ __ __, 9. PROVIDE FRP ON ALL 3 WALLS AT DRINKING FOUNTAINS I GENERAL FINISH NOTES ~_u DRAWN BY CE I CHECKED BY BP JOB #: 15-040 FINISH SCHEDULES A6.01 REUSE OF DOCUMENTS This document, and the ideas and designs incorporated, as an instrument of professional service is the property of Framework Atdlitecture, Inc. and is nor to be used, in whole or in part, for any reason without the written authorization or Framework Atchiteclure, Inc. DOOR SCHEDULE I DOOR1ROOM REMARKS, REFER TO DOOR SCHEDULE DOOR SIZE NO. i NO. NOTES: 100 100 14'â€¢0" x 7'.()' 0'-1 3/4" D A ALUM ALUM FF FF ~--1~1;;Â°;'-6"x 7'-0~ oÂ·-0 112Â·~ -~vc ~- -;;--;F 9/AS.02 -- - -- ->---+--- -- - ---- --- 101B 101 B'-O"xB'-0" 0'-13/4" F MTL MTL PTO PTO REMARKS --1---Â·- --'---->-- ~--~Â· - -~------ ' - I A. MAINTAIN (E) HARDWARE. VERIFY THAT (EJ HARDWARE COMPLIES WITH I LOCAL CODES 101C ) 101 3'-0" x7'â€¢0" 0'-1 3/4" A MTL MTL PTO PTO B FOR PAINT KEY AND SPEC. SEE SHEET A-6.01 - ROOM FINISH LEGEND NIA DAIRY COOLER DOOR C FOR ADA REQUIREMENTS SEE DOOR GENERAL NOTES 103 I 103 5'-0" x 7'-0" MIN. MFR. MFR. MFR. FF FF N/A MEAT COOLER DOOR 0. EXIT DOORS ARE TO BE OPERABLE FROM INSIDE WITHOUT USE OF A 104 104 5'-0" x 7'â€¢0" MIN. MFR. MFR. MFR. FF FF NIA FREEZER DOOR 105 105 KEY, SPECIAL KNOWLEDGE OR EFFORT. KEY LOCKING HARDWARE MAY 3'-0" X 7'-0" 0'-1 3/4" A F MTL MTL PTO PTO NJA C,J BE USED ON THE MAIN EXIT WHEN THE MAIN EXIT DOOR HAS A DURABLE ~ 3'-0" x7'-0" 0'-1314" A MTL MTL PTO PTO NIA C,J SIGN ON OR ADJACENT TO THE DOOR STATING "THIS ODOR IS TO "-- REMAIN UNLOCKED WHENEVER THE BUILDING IS OCCUPIED." THE SIGN NIA C,J SHALL BE IN LETTERS NOT LESS THAN ONE INCH HIGH ON A NIA C,B,H CONTRASTING BACKGROUND. WHEN UNLOCKED, THE DOOR MUST BE 0 NIA C~,B~,H __ - -=-=------ FREE TO SWING WITHOUT OPERA TJON OF ANY LATCHING DEVICE N/A ;=: E SUITE lOENTIFICATION: 12" TALL (1-3/4" STROKE) ADDRESS NUMBERS JN A REAOIL Y VISIBLE LOCATION (=>14' ABOVE GRADE) NUMBERS SHALL HIGHLY CONTRAST WITH A SOLID BACKGROUND. GLASS BACKGROUNDS (.\) AND BRASS/BRONZE NUMBERS ARE NOT PERMITTED. CONTRACTOR TO COORDINATE LOCATION WITH FIRE DEPARTMENT. F. SLIDING DOORS WITH BREAKAWAY FEATURE. MAX BREAKAWAY FORCE E TOBE 50LBS G DOOR SHOWN TO BE RUBBAIR ULTRA-UTE MODEL UL T6496 DOORS AS 0 MANUFACTURED BY ECKEL INDUSTRIES. INC .. AYER, MA. DOORS ARE '"-- OOUBLEÂ·ACTING, FLEXIBLE BLACK VINYL CONSTRUCTION, WITH 24" WIDE .. BUMPERS, STANDARD OPTION CLEAR PVC VISION PANELS, STANDARD STAINLESS STEEL HARDWARE, AND STANDARD FULL PERIMETER GASKETING. SEE GOI SPECIFICATIONS. H 6" X 24" TEMPEREOtONE WAY GLASS, SEE SPECIFICATIONS l PROVIDE SMOKE SEALS FOR DOOR AT EQUIPMENT ROOM AUTOMATIC ENTRY NOTES: J. PROVIDE 1" UNDER EACH DOOR PER MECHANICAL DRAWINGS ENTRY DOOR SYSTEM CONTACT: STANLEY ACCESS TECHNOLOGY. DALLAS flNK. 510.750.7870PH MANUFACTURER: STANLEY OR EOUAL. SEE GOl"S SPECIFICATIONS. PRODUCT: DURA GLIDE 2000AUTOMATIC 8I-PARTING DOOR (0-SX-SX-O CONFIGURATION) PROVIDE BREAK-AWAY FEATURE FOR DOORS TO SWING OPEN OUT DURING A POWER FAILURE. ACTIVATION: TWO-WAY TRAFFIC STANLEY SU-1000 MOTION SENSOR CONTROLS SEE OETNL 13/A-0.02 FOR ADDITIONAL ACCESSIBILITY INFO COLOR CLEAR ANODIZED FINISH ------- ----------- ---- S"x 24"0NEWAY HARDWARE GROUPS DOOR & HARDWARE NOTES TEMPERED WINDOW -HOLLOW METAL, Â·â€¢-------------- ----- - SEE DOOR SCHEDULE PAINTED [~ --- ----1}: FOR LOCATION REFER TO GOl'S SPECIFICATIONS. THEY TAKE PRECEDENCE OVER ANY WRITTEN SPECIFICATIONS ON HARDWARE. l1 , , I' ALARMED EXIT DEVICE ---;~~. IJ ,i ' I' 11 I \ 11 WHER~~CCURS) Â·';--:::â€¢T-T-/ J: ~ ~â€¢- '\"'I ~ h ~ ;t-"1_ Vlll:~MPCRPliAl'D'â‚¬GLASS1,.100S0OR f-l HARDWARE GROUP A - EXISTING EXIT DOOR HARDWARE GROUP D - OFFICE/BREAK ROOM ~'--[~ I VIEWER (PEEP HOLE) j! I \ : ACAYUCP\.A.$1'Ce.tv.zJNO HINGES: HAGER, 3 PAIR, NRP, 881191, US26D (IF NEEDED) HINGES: HAGER, 1-112 PAIR, NRP, 881279, US26D '--WHERE OCCURS i\ 1 ~&-D008l..EAC1lONN(}C)VW'tl. ALARM DEVICE: DETEX EAX-500 PROVIDE PROPER KEY CYLINDER LOCKSET: SCHLAGE ND80RD RHO - ALSO SEE SPECS. . . ~-- ,.D-<.: -DOOR LOUVER H \ , l INCL AU. HAA(M'AR[ {REFEfl PANIC HARDWARE: FALCON 19-R SERIES SP28 (INCLUDE WALL STOP: IVES 402 112, US26D ~ ~ â€¢ '->! . ,,Â·1 WHERE OCCURS â€¢â€¢ J\ 1 \. 1 TO SPECS) HO STt> IHSUI. NECESSARY PULLS AND HARDWARE) 'l .I OOORORÂ£0 -,~;Â° tl , _ . . -SS KICK PlATE NO OUTSIDE LOCK OR PULLS HARDWARE GROUPE - ENTRY DOOR ,____J_ WHERE OCCURS _!:/,i/ I~-=~----- SURFACE CLOSER: LCN 4111 SERIES, AL ALL HARDWARE BY MANUFACTURER. REKEY LOCK TO PERMIT SET PROVIDE FLUSH BOLTS OR SURFACE MOUNTED SLIDE BOLTS ON GOI STANDARDS. I~ ) HOLLOW METAL.~~ INACTIVE DOOR - SEE AUTOMATIC ENTRY NOTES ABOVE FOR MORE 06.01.15 THRESHOLD: PEMCO 171A INFO. AND SEE 13/A-0.02 DOOR SWEEP: PEMCO 3452AV 1. PROVIDE COMPLETE CODE CONFORMING FINISH HARDWARE SCHEDULE AND INSTALLATION AS NOTE: WEATHERSTRIP All DOORS ARE EXISTING. VERIFY THEY ARE IN WORKING REQUIRED FOR A FULLY OPERATION FACILITY, INCLUDING WORK REQUIRED FOR PROPER PIAN EXTERIOR DOORS ANO AS WEATHER STRIP: PEMCO 3504ICP ORDER COMPLETION OF PROJECT, THOUGH NOT DEFINITELY SPECIFIED HEREIN REQUIRED PROVIDE DRIP GUARD AT TOP ALSO PROVIDE PEEP HOLE IF NOT SUPPLIED HARDWARE GROUP F - RESTROOM/STOCKROOM 2. TEMP LA TES: FURNISH TEMP LA TES OF PHYSICAL HARDWARE ITEMS TO DOOR ANO FRAME V!EWER (PEEP HOLE) HINGES: HAGER, 1-1/2 PAIR, NRP, 881279, US26D MANUFACTURERS AS REQUIRED TO ENSURE PROPER PREPARATION FOR HARDWARE WHERE OCCURS LOCKSET: NONE 3. HARDWARE: SECURELY ANCHOR WITH APPROPRIATE FASTENING DEVICES. FINISH EXPOSED $ HARDWARE GROUP B - EXIT DOOR PUSH/PULSS: IVES 8103-0 EZ DOOR PULL (10") W/ 8303 FASTENERS TO MATCH HARDWARE HINGES: HAGER, 1 PAIR, NRP, 881191, US26D (IF NEEDED) PULL PLATES BOTH SIDES 4. KEYING: COORDINATE WITH TENANT REGARDING KEY AND PIN FOR LOCKSETS AT DOORS. LOCKS ARE ALARM DEVICE: DETEX EAX-500 PROVIDE PROPER KEY CYLINDER SURFACE CLOSER: LCN 4111 SERIES, AL I TO BE GRAND MASTER KEYED, MASTER KEYED AND KEYED ALIKE IN DIFFERENT SETS. PROVIDE ONE PANIC HARDWARE: FALCON 19-R SERIES SP28 (INCLUDE WALL STOP: IVES 402 112, US26D I SET OR CONSTRUCTION CORE AND TWO CONSTRUCTION CONTROL KEYS. 5. DOOR CLOSERS: MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS. FOR INTERIOR NECESSARY PULLS AND HARDWARE) KICKPLATE: 8400 10" X 34" BOTH SIDES DOORS ANO 5 LBS. FOR EXTERIOR DOORS NO OUTSIDE LOCK OR PULLS 1 6. COORDINATE TEMPLATES ANO REINFORCING W/ DOOR AND FRAME MANUFACTURER SURFACE CLOSER: LCN 4111 SERIES, AL HARWARE GROUP G - OVERHEAD COILING DOOR THRESHOLD: PEMCO 171A 7. COORDINATE All HARDWARE REQUIREMENTS WITH ANY SECURITY DEVICES INDICATED. OVERHEAD COILING DOOR HARDWARE BY MFR AND TO COORDINATE INSTALLATION FOR PROPER OPERATION, INTERFACE, ANO CONNECTION WITH ANY DOOR SWEEP: PEMCO 3452AV SUPPLIED WITH DOOR EXISTING DOOR PROVIDE A NEW SECURllY DEVICES ANO/OR SECURITY SYSTEM ' WEATHERÂ·STRIPPINO WEATHER STRIP: PEMCO 3504ICP KEYED PADLOCK 8. ALL ELECTRONICALLY CONTROLLED HARDWARE SHALL BE "FAIL-SAFE" TYPE. PREP DOORS WITH Â© :f.:!-\ef'WÂ£tAlDOQR WHEflEOCCURS PROVIDE DRIP GUARD AT TOP ALSO WllllAM0/1.Vll)HAlll)ISllll,/l.llCHm:c, ELECTRICAL LOCKSET AS REQUIRED, ASSEMBLY RATING SHALL BE MAINTAINED NOTE: (Ail AROUND> HARDWARE GROUP H - EQUIPMENT ROOM ALL STOREFRONT GLJl.2ING 10 81: 0-FACIOR 0.450 ALL STOREFRONT ENTRANCE DOORS TO BE LI-ACTOR 0.80 HINGES: HAGER, 3 PAIR, NRP, 881191, US26D 9. SEE DOOR SCHEDULE AND FINISH SCHEDULE FOR DOOR AND FRAME FINISH. EXISTING DOORS AND I I .,.---============e,;- LATCH SET: SCHLAGE ND53RD RHO FRAMES TO BE RE.USED SHALL BE REFINISHED AS NECESSARY. FIX ENTIRE DOOR AND FRAME. I I! THRESHOLD: PEMCO 171A 10. G.C. AND HIS SUB-CONTRACTORS ARE RESPONSIBLE TO DETERMINE HARDWARE SPECIFIED Will I I DOOR SWEEP: PEMCO 3452AV FULLY FUNCTION. VERIFY WITH GO ANY QUESTIONS ON FUNCTIONlBILITY AND INTENTEO USE. ; "-- lt----,---~.,"''-----.-------f NOTE: WEATHER STRIP: PEMCO 3504ICP 18 GA. COMMERCIAL ASTRAGAL: PEMCO 355-CS :fl ROLL-UP OOOR FLUSH BOLTS: IVES261 (TOP AND BOTTOM) Q'.1 I â–¡[:J-' ~i I I Â·- I ~I t$; ----- DRAWN BY CE B ~, - ---- Â· Â·- CHECKED BY BP i â–¡â–¡=:= - - I JOB #: 15-040 -,~---"'---'---'------~ -,Â·------~1â€¢~Â·-0~Â·- - Â·-- FINISH SCHEDULES NOTE: -!~) ALUMINUM ANO GLASS STOREFRONT 1 - ... - ....... -Â§~i I PROVIDE TEMPERED GLAZING AROUND ENTRANCE DOOR ----------~AS=RE~Q~U,10R~ED"-'--"PE~R~C~D~D-=-E ( .-r-..) ROLL UP DOOR -- - -- l DOOR -TY_P_E_S~~- -_-_SS:ALE _ -- 1-A-+-1-- -- DOOR & HARDWARE SCHEDULET~-i-_-_SC_A_LE_--j, -1- A6.02 114" = 1'-0" 7 NONE STRUCTURAL NOTES A CONCRETE MASONRY A.3. CONNECTORS: GROCERY OUTLET ARLINGTON, WA - VLMK JOB #20150175 A.1. OESIGNrm-1500PSIAT280AYS. A.3.11. TIE STRAPS. FRAMING ANCHORS. HANGERS, STIRRUPS, COLUMN CAPS, COLUMN BASES, ETC .. VLMK DIVISION 1 - GENERAL A.2. All CONCRETE MASONRY UNJTS TO BE MEDIUM WEIGHT UNITS PER ASTM C90. TO BE SIMPSON AS DETAILED. OR AS APPROVED CODE REQUIRED SPECIAL INSPECTION AND MATERIALS TESTING PROGRAM A.3.b. FULLY FASTEN ACCORDING TO MANUFACTURER'S SOtEDULE USING LARGEST SIZE SHOWN. A.3. NEl AREA COMPRESSIVE STRENGTH (NACS) OF lHE CONCRETE MASONRY UNITS sueu, COMPLY'MTH ENGINEERING + DESIGN CONCRETE: IOC TABLE 2105.2.2.1.2. SEE UNIT SlRENGTH METHOD TA6LE BELOW. A.3.c. ALL BEAMS ANO JOISTS NOT BEARING ON ANOTHER MEMBER TO CONNECT WITH Â·uÂ· TYPE A GENERAl HANGERS UNLESS OTHERWISE NOTED ON DRAWINGS. A.4. MORTAR TO BE TYPES (1800 PSI) USING THE 'PROPERTY METHOD' PERASTM C270. DRILLED-IN EXPANSIONfWEOGE ANCHORS IN CONCRETE I PER ICC EVALUAllON REPORT I p l TESTINGLAB 3933 SW Kelly Avenue A I. THESE NOTES SET MINIMUM ST AN DAROS FOR CONSTRUCTION. THE DRAWINGS GOVERN OVER THE A.3.d. NAILING: ALL NAILS SPECIFIED IN THE DRAWINGS TO BE "COMMON" NAILS UNLESS OTHERWISE GENERAL NOTES TO THE EXTENT SHOWN. A.5. GROUT TO HAVE. A MINIMUM 28 DAY STRENGTH OF 1.25 TIMES THE OESJGN rm BUT NOT LESS THAN 2000 PSI. SEE UNJT STRENGTH METHOD TABLE BELOW. NOTED. All NAILING SHALL co.~PLV WITH IBC TABLE 2304.9.1. NAILING SCHEDULE. OBTAJN STRUCTURAL WELDING AND HIGH-STRENGTH BOLTING; Portland, Oregon 97239 ENGINEERS APPROVAL OF All PROPRIETARY NAILING SYSTEMS. A.2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ANO CONDITIONS ON DRAWINGS AND IN FIELD. A.6. ALL GROUT MIX DESIGNS TO UTILIZE A FLUIOIFIER ADMIXTURE. INTRUSION AID 8YSPECRETÂ£-lP OR 503.222.4453 MATERIAL VERIFICATION OF STRUCTURAL STEEL. DECKING, COORDINATE LOCATIONS OF OPENINGS THROUGH FLOORS. ROOFS ANO WALLS WITH ARCHITECTURAL. A.J.e, NAILS AT ROOF AND WALL DIAPHRAGMS TO BE DRIVEN SO THAT THEIR HEAD QR CROWN IS APPROVED EQUAL. DOSAGE TO BE PER MANUFACTURERS RECOMMENDATION HIGH STRENGTH BOI.. TS, NUTS AND WASHERS. ANCHOR p I TESTING LAB VLMK.COM MECHANICAL AND ELECTRICAL DRAWINGS. NOTIFY VLMK CONSUL TING ENGINEERS (VLMK) OF ANY FLUSH WITH THE SURFACE OF THE SHEATHING. CHECK ANO RESINK IF NEEOED. IMMEOIATELY A.7, COMPLIANCE YJITH fm SHALL UTILIZE EITHER THE "UNIT STRENGTH METHOD" OR THE "PRISM TESTING RODS, ANO WELO FILLER MATERIALS DISCREPANCIES OR IF ACTUAL CONDITIONS DIFFER FROM THOSE SHOWN OR NOTED. BEFORE ROOFING. I I METHOD" FROM THE LATEST EDITION OF THE INTERNATIONAl flUILOING CODE. A.3. CONTRA.CTOR SHALL PROVIDE ALL NECESSARY TEMPORARY SUPPORT PRIOR TO COMPLETION OF A.3.t. BOLTS- SEE DIVISION 5 METAL SINGLE PASS FILLET WELDS 5116" AND SMALLER I I I' l TESTINGLAB A.8. FOR THE UNIT STRENGTH METHOD: VERTICAL ANO LATERAL LOAD SYSTEMS. VLMK HAS NOT BEEN RETAINED TO PROVIDE ANY SERVICES RELATED TO JOB SITE SAFETY PRECAUTIONS, OR TO REVIEW THE MEANS, METHODS, TECHNIQUES. A.3.g. CORROSION PROTECTION: DESIGN rm NACS GROUT STRENGTH APPROVED FABRICATORS: A.3.g.a. CONFIRM REQUIRED CORROSION PROTECTION FOR HARDWARE AND FASTENERS SEQUENCES. OR PROCEDURES FOR THE CONTRACTOR TO PERFORM WORK. UNLESS WE ARE 1500PSI 1900PSI 2000PS1 WITH SPECIFIC RECOMMENDATIONS FROM PRESSURE TREATING MANUFACTURER SPECIFICALLY RETAINED AND COMPENSATED TO DO OTHERWISE, OUR WORK JS LIMITED TO THE DESIGN OF WORK DESCRIBED ON OUR DRAWINGS FOR THIS PROJECT. 1800PSI 24â—„0PSI 2250PSI OR HANGER MANUFACTURER (USE MOST CONSERVATIVE) FOR SPECIFIC WOOD CERTIFICATE OF COMPLIANCE MUST BE SUBMITTED TO THE TREATMENTS USED. ARCHITECT OR ENGINEER OF RECORD, FOR ALL OFF SITE p Aâ€¢. WHERE REFERENCE IS MADE TO ASTM, AISC, ACI OR OTHER ST ANOARDS. THE LATEST ISSUE SHALL 2000PSI 2800PSI 2500PSI I TESTINGLAB FABRICATION SUCH AS STRUCTURAL STEEL. OPEN-WEB STEEL APPLY. A.9. All WORK SHAlL CONFORM TO SECTION 2103 THROUGH SECTION 21080F THE LATEST EDITION OF THE A.3.g.b. MINIMUM CORROSION PROTECTION ON MET Al CONNECTORS EXPOSED TO THE JOISTS ANO GIRDERS. GLU-LAMS. AND PRE-CAST CONCRETE ENVIRONMENT OR PRESSURE TREATED LUMBER TO BE PER ASH.I A653 CLASS 185 AS. INSPECTION AND/OR JOB SUPERVISION IS NOT PROVIDED BY VLMK INTERNATIONAL BUILDING CODE. I I (SIMPSON ZMAX)OR ASTM A\23. A.6. ALL WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2012 INTERNATIONAL BUILDING CODE (IBC) AS A.10. REINFORCING FOR MASONRY TO BE ASTM A615 GRADE 60 PLACED IN CENTERS OF CELLS AS NOTED IN A.J.g.c. FASTENERS FOR PRESSURE TREATED LUMBER MUST BE MINIMUM HOT-DIP AMENDED BY THE STATE OF WASHINGTON AND ALL OTHER STATE AND LOCAL BUILDING REQUIREMENTS DRAWINGS. SPECIAL INSPECTION PROGRAM NOTES: GALVANIZED. STAINLESS STEEL. SILICON BRONZE OR COPPER. THAT APPLY. A.11. ELECTRICAL BOXES, CONDUIT AND PLUMBING SHALL NOT BE PLACED IN ANY CELL THAT CONTAINS A.3.g.d. HOT-OJP GALVANIZED HARDWARE AND FASTENERS MUST COMPLY WITH ASTM A.7. DESIGN CRITERIA: REINl'ORCING. 1. DURATION REFERS TO TIME AND FREQUENCY OF INSPECTION FOR THE PORTIONS OF WORK INDICATED. A153, STAINLESS STEEL FASTENERS TO BE TYPE 304 OR TYPE 316. A7.a. FLOOR LIVE LOADS (PER IBC 1603.1.1) A,12, FOR GROUT LIFT HEIGHTS EXCEEDING 4'-0", PROVIDE BAR POSITIONERS FOR All VERTICAL WALL C = CONTINUOUS INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT All TIMES. OBSERVING THE A.3.g.e. HARDWARE AND FASTENERS USED TOGETHER MUST BE THE SAME TYPE (E.G. REINFORCING. WORK REQUIRING SPECIAL INSPECTION. MEZZANINE 100PSF HOT-OlP GALVANIZED NAILS WITH HOT-OIP GALVANIZED HANGERS). A.13. SEE DRAWINGS FOR REINFORCING SIZE AND SPACING. P" PERIODIC INSPECTION IN WHICH THE SPECIAL INSPECTOR tS ON SITE AT TIME INTERVALS NECESSARY TO ROOF SNOWLOAO (PER IBC 1603.1.3) A.â€¢. DELIVERY AND STORAGE: ALL LUMBER AND SHEATHING DELIVERED TO THE SITE, SHALL BE STACKED OR CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH APPROVED PERMIT FLAT-ROOF SNOW LOAD jP!] 25PSF STORED OFF THE GROUND AND PROPERLY PROTECTED AGAINST 'NEATHER. DRAWINGS AND SPECIFICATIONS. DIVISION 5 - METAL A.5. NOTIFY ENGINEER FOR OBSERVATION OF ROOF SHEATHING NAJLING. OBTAIN ENGINEER'S APPROVAL SNOW EXPOSURE FACTOR jCe) 0.9 PRIOR TO STARTING ROOF INSTALLATION. SEE STRUCTURAL OBSERVATION NOTES FOR ADOlTIONAL SNOW LOAD IMPORTANCE FACTOR {Is} .. , 2. THE INSPECTION AGENCIES ARE AS FOLLOWS: REQUIREMENTS. THERM Al FACTOR jCI) ,.o A. GENERAL TESTING LAB: TOBE DETERMINED A6. CUTTING AND NOTCHING OF JOISTS NOT ALLO'NEO. A 1 INCH DIMIETER HOLE MAY BE DRILLED IN THE WIND LOAD (PER IBC 1603.1.4) A.1. All STRUCTURAL MEMBERS TO BE DETAILED, FABRICA TEO ANO ERECTED IN ACCORDANCE WITH THE CENTER 1'3 OF THE MEMBER DEPTH. All OTHER HOLES TO BE APPROVED BY ENGINEER. TESTING LAB SHALL PERFORM INSPECTIONS OF All PORTIONS OF WORK DESIGNATED IN THE PROGRAM. THE LATEST EDITION OF AISC STANDARDS. SUBMIT SHOP DRAWINGS OF COLUMNS AND MISCELLANEOUS SELECTED INSPECTION AGENCY SHAll BE AN ACCREDITED. APPROVED SPECIAl INSPECTION AGENCY EMPLOYED ULTIMATE DESIGN WINO SPEED jVultJ 110MPH A.7. STUDS MAY BE NOTCHED IN THE LOWER 115 OF THE HEIGHT OF THE STUD FOR ELECTRIC AND PLUMBING BY THE OWNER OR OWNER'S AGENT, NOT THE CONTRACTOR OR SUB CONTRACTOR, PER 1.B.C. SECTION 170<l.1. STEEL. NOMINAL DESIGN WIND SPEED (Yasd) 93MPH PIPES, BUT NO PART Of THE NOTCH IS TO BE DEEPER THAN 25 PERCENT OF THE WIDTH OF THE STUD THE SPECIAL INSPECTORS DUTIES REGARDING THE PORTIONS OF WORK ARE DESCRIBED IN CHAPTER 17 OF THE B. MATERIALS HOLES OF DIAMETERS UP TO 113 OF WIOTH OF STUO MAY BE DRILLED IN THE STUD. I.B.C .. THE SPECIAL INSPECTOR SHALL OE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE. TO THE RISK CATEGORY II B.1. All STEEL PLATE. ANGLES, CHANNELS, ETC. TO BE ASTM A36 TYPICAL UNLESS OTHERWISE NOTEO. SATISFACTlON OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCT/ON OR WINO EXPOSURE OPERATION REQUIRING SPECIAL INSPECTION 8.2. STRUCTURAL TUBING TO BE ASTM ASOO GRADE B (Fy = â—„6 KSl RECTANGULAR, Fy= 42 KSI ROUND) . INTERNAL PRESSURE COEFFICIENT {GC~l .t0.18 B.3. UNLESS OTHERWISE NOTED, BOLTS TO BE A325N FOR STEEL TO STEEL CONNECTIONS 3 EARTHQUAKE DESIGN DATA (PER IBC 1603.1.5) PRIOR TO THE BEGINNING OF CONSTRUCTION. THE ARCHITECT (OR ENGINEER) SHALL CALL A PRE-CONSTRUCHON .. , BA ANCHOR SOL TS AND WOOD CONNECTIONS TO BE A307. PROVIDE ST ANOARD PLATE WASHERS UNDER MEETING WITH THE ARCHITECT, ENGINEER, BUILDING OFFICIAL, CONTRACTOR. AND SPECIAL INSPECTORS TO SEISMIC IMPORTANCE FACTOR !le} All BOLT HEADS ANO NUTS IN CONTACT !MTH WOOD, REVIEW THE SPECIAL INSPECTION REQUIREMENTS. THE STRUCTURAL OBSERVATION REQUIREMENTS SHALL AlSO RISK CATEGORY II B.5. LAG BOLTS IN WOOD TO BE SAE J429 GRADE 1 WITH MINIMUM DIMENSIONS MEETING ANSIASME B.18.2. 1, BE DISCUSSED DURING THIS MEETING. MAPPED SPECTRAL RESPONSE ACCELERATIONS SS" 105.1% S1 â€¢40.8Â°.4 C. POST-INST ALLEO ANCHOR BOLTS: â—„. SITE CLASS DUTIES OF THE SPECIAL INSPECTOR TO INCLUDE, BUT ARE NOT LIMITED TO: ADHESIVE ANCHORS: RECOMMENDED DESIGN SPECTRAL RESPONSE COEFFICIENTS Sds=75.6Â°.4 SIii â€¢â—„3.3Â°.4 BASE MATERIAL PRODUCT INST ALL TEMP {'F) REPORT/I' A. ACKNOWLEDGE THE SPECIAL INSPECTION PROGRMI ANO THE SPECIAL INSPECTION ANO TESTING AGREEMENT, PROVIDED BY THE LOCAL JURISDICTION. SEISMIC DESIGN CATEGORY MASONRY SIMPSON SET-XP ADHESIVE ANCHOR 50-110 IAPMOER-265 8, THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE 'MTtl THE APPROVED PERMIT PROJECT NAME A.8. MECHANICAL EQUIPMENT. MECHANICAL AND SPRINKLER PIPING LARGER THAN 2 INCHES IN DIAMETER MASONRY SIMPSON AT-XP ADHESIVE ANCHOR 14 - 68+ (100 MAX) IAPMO ER-281 DRAWINGS ANO SPECIFICATIONS. All DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF OR ANY OTHER ITEMS PRODUCING A HANGER OR SUPPORT LOAD OF OVER 50 POUNDS SHALL BE HUNG THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE ENGINEER ANO TO THE BUILDING MASONRY Hll Tl HIT-HY 70 ADHESIVE ANCHOR 23 - 68+ /104 MAX) ICC ESR-2682 GROCERY OUTLET BY A SYSTEM APPROVED BY VLMK. ANY HANGER OR SUPPORT PRODUCING A LOAD OVER 200 POUNDS OFFICIAL. SHALL HAVE ADDITIONAL FRAMING INSTALLED TO TRANSFER THESE LOADS TO THE MAIN STRUCTURAL EXPANSION ANCHORS: C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING TENANT IMPROVEMENT BEAMS OR WALL UNLESS OTHERWISE APPROVED. BASE MATERIAL PRODUCT REPORT# OFFICIAL, ARCHITECT. ENGINEER, CONTRACTOR, ANO (OTHER DESIGNATED PARTIES). IN A TIMELY MANNER, AS A9. WHERE REQUIRED. SEISMIC BRACING FOR MECHANICAL ANO ELECTRICAL EQUIPMENT. SPRINKLER ESTABLISHED AT THE PRE-CONSTRUCTION MEETING. CONCRETE SIMPSON STRONG-BOLT 2 WEDGE ANCHOR ICC ESR-30)7 ARLINGTON PIPING OR OTHER NON-SffiUCTURAl COMPONENTS SHALL BE PROVIDED BY THE CONTRACTOR IN 0. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAl CONCRETE Hll Tl KWIK BOLT TZ ANCHOR ICC ESR-1917 ACCORDANCE WITH CHAPTER 13 OF ASCE 7-10. STRUCTURAL CALCULATIONS ANO DETAILS STAMPED BY INSPECTION WAS INSPECTED. AND WHETHER THE WORK IS IN GENERAL CONFORMANCE WITH THE APPROVED A UCENSEO ENGINEER SHALL BE SUBMITTED TO VLMK FOR REVIEW. CONCRETE POWERS POWER-STUDâ€¢ S02 ANCHOR ICCESR-2502 PERMIT DRAWINGS ANO SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE A.10. THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR USE IN THE CONSTRUCTION OF TH E GROCERY C. 1. OTHER ANCHORS ARE ACCEPTABLE ONLY WITH PRIOR WRITTEN APPROVAL OF ENGINEER. INSTALL All INTERNATIONAL 8UJLOING COOE. OUTLET ARLINGTON PROJECT LOCATED IN ARLINGTON, WASHINGTON. POSSESSION OF THESE ANCHORS PER MANUFACTURER'S INSTRUCTIONS. PROVIDE MINIMUM EMBEDMENT AND SPACING 146 E HALLER AVE DRAWINGS DOES NOT GRANT A LICENSE TO CONSTRUCT OR FABRICATE THE WHOLE. OR PARTS OF THIS UNLESS NOTED OTHERWISE ON DRAWINGS. SPECIAL INSPECTION OF ANCHOR INSTALLATION IS 5. DUTIES OF THE CONTRACTOR INCLUDE, BUT ARE NOT LIMITED TO: PROJECT IN OTHER LOCATIONS. REQUIRED UNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS. ARLINGTON, WA 98223 A. NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPECTION AT LEAST 24 HOURS BEFORE A.11, VLMK WILL REVIEW AND MARK-UP ELECTRONIC SUBMITTALS IN PDF FORMAT OR A MAXIMUM OF THREE D. WELDING SUCH INSPECTION. HARO COPIES OF SUBMITTALS. THE CONTRACTOR Will BE RESPONSIBLE FOR DUPLICATING MARK-UPS D.1. All WELDS TO BE MADE BY CERTIFIED 'NELOERS TOAWS STANDARDS WITH E70XX ELECTRODES. B. ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE ANO EXPOSED UNTIL IT HAS BEEN IF ADDITIONAL COPIES ARE REQUIRED. SUBMITTALS WILL BE REVIEWED ANO RETURNED TO THE CONTRACTOR SHALL PAY SPECIAL ATTENTION TO THE MEANS ANO METHODS OF CONSTRUCTION THEY OBSERVED ANO INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED BY THE GENERAL CONTRACTOR WITHIN TWO WEEKS. All SUBMITTAL$ SHALL BE REVIEWED ANO STAMPED BY ANTICIPATE EMPLOYING ON lHE PROJECT. SOME 'MELDS SHOWN AS SHOP WELDS MAY NEED TOBE BUILDING OFFICIAL. THE CONTRACTOR PRIOR TO SUBMITTAL TO THE ENGINEER. UNLESS OTHERWISE INDICATED. SHOP FIELD WELDS TO AID ERECTION. C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT ORA\l'IINGS ANDSPEQFICATIONS AT DRAWINGS SHALL BE PROVIDED ON THE FOL.LOWING: THE JOB SITÂ£. A. 11.a. STRUCTURAL STEEL ANO MISCELLANEOUS STEEL. 0. DIVISION 6 â€¢ WOOD MAINTAJN AT THE JOB SITE. COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. A.11.b. REINFORCING STEEL. 6. THE FOLLOWING INSPECTIONS AND TESTING REQUIREMENTS SHALL BE PERFORMED IN ADDITION TO THOSE DIVISION 2 - SITE WORK (NOT USED) A. ROUGfl CARPENTRY REQUIRED BY THE 1.B.C.: A I. LUMBER SPECIES AND GRADES TO BE AS FOLLOWS UNLESS OTHERWISE SHOWN ON DRAWINGS: A POST INSTALLED ANCHORS IN CONCRETE SHALL BE INSPECTED AS FOLLOWS; DIVISION 3 - CONCRETE AND REINFORCING JOISTS, BEAMS & STRINGERS: DOUGLAS FIR #2 1) PROVIDE 'CONTINUOUS' OR 'PERIODIC' INSPECTION AS INDICATED IN THE SPECIAL INSPECTION TABLE (THIS SHEET). INSPECTIONS ARE TO BE IN ACCORDANCE WITH THE MANUFACTURER'S CURRENT 6 tNCH NOMINAL ANO GREATER: DOUGLAS FIR #1 PRODUCT EVALUATION REPORT AND INSTALLATION INSTRUCTIONS. BUCKS, BLOCKING, BRIDGING ANO MISCELLANEOUS: DOUGLAS FIR OR HEM FIR #3 2) A COPY Of THE EVALUATION REPORT AND INSTALLATION INSTRUCTIONS ARE TO BE MAINTAINED ON THE REVISIONS A. CONCRETE MIX/MATERIAL JOB SITE. ICC EVALUATION REPORTS ARE AVAILABLE ONLINE AT WWW.ICc-ES.ORG, ANO IAPMO Al. STRIPPING: DOUGLAS FIR #3 STRENGTH: AVERAGE 28 DAY CONCRETE STRENGTH DETERMINED BY JOB CAST LAB CURED CYLINDER EVALUATIONS REPORTS ARE AVAJLABLE AT WWW,IAPMOES.ORG. /l:,, DATE DESCRIPTION TO BE AS INDICATED BELOW PLUS INCREASE DEPENDING ON THE PLANT'S STANDARD DEVIATION AS 2â€¢4STUDS: DOUGLAS FIR STUDS 3) WHERE PERIODIC INSPECTION IS ALLO'NEO: SPECIFIED IN ACI 318. PROVIDE MIX DESIGNS TO THE ENGINEER FOR All CONCRETE TO BE USED. CLEARL y LABEL All MIX DESIGNS FOR PROPOSED AREA OF use. 2-6STUOS: DOUGLAS FIR #2 THE SPECIAL INSPECTOR MUST BE ON SITE INITIAll Y DURING ANCHOR INSTALLATION TO VERIFY MATERIALS AND PROCEDURES AS REQUIRED BY THE EVALUATION REPORT. SILLS. LEDGERS, STRIPPING, ETC. IN CONTACT PRESSURE TREATED HEM FIR #2 A.2. MINIMUM MIX REQUIREMENTS: WITH CONCRETE. AND WOOD CURBS: SUBSEQUENT INSTALLATlONS OF THE SAME ANCHOR TYPE ANO SIZE BY THE SAME CONSTRUCTION LOCATION MIN. COMP. SLUMP MIN. CEMENT ADMIXTURES PERSONNEL ARE PERMITTED TO BE PERIOOICALL Y INSPECTED. PLATES AND HEADERS: KILN DRIED DOUGLAS FIR #2 STRENGTH (a) CONTENT A NEW INITIAL INSPECTION SHALL BE MADE FOR ANY CHANGE IN PERSONNEL PERFORMING THE POSTS. COLUMNS (SAWN): DOUGLAS FIR #1 ANCHOR INSTALLATION OR CHANGE IN THE ANCHOR PRODUCT BEING INSTALLED. INTERIOR SLAB ON GRADE 3 000 PSJ (b)/e) ROOF. FLOOR ANO WALL SHEATHING: FOR ONGOING INSTALLATIONS OVER AN EXTENDED PERICO, THE SPECIAL INSPECTOR MUST MAKE (11). SLUMP EXCEEDING SPECIFIED LIMITS SHALL NOT BE INCORPORATED IN THE PROJECT REGULAR INSPECTIONS TO CONFIRM CORRECT HANDLING AND INSTALLATION. IF DISCREPANCIES EXCEPT BY WRITTEN APPROVAL FROM ENGINEER. APA RATED SHEATHING, EXPOSURE I, CONFORMING TO APA PERFORMANCE ARE NOTED. CONTINUOUS INSPECTION SHOULD BE PROVIDED FOR ALL SUBSEQUENT ANCHORS. STANDARD PS 1Â·95 ANO EXCERPT NER-108. SEE DRAWINGS FOR REQUIRED (b) â€¢ WRA" WATER REDUCING AGENT. THICKNESS OF SHEATHING ANO/OR SPAN RATING. INSTALL ROOF AND FLOOR (c). AE ~ AJR ENTRAINMENT SHEATHING WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS UNLESS (dl. UP TO 1 1/2 PERCENT CAlCIUM CHLORIDE ALLOWED DURING COLO WEATHER. OTHERWISE NOTED. use SPACERS TO PROVIDE 118 INCH ENO AND EDGE JOINTS (1/4 INCH FOR JUMBO PANELS) WHENEVER SHEATHING IS EXPOSED TO WET WEATHER. (elÂ· POZZUTEC 20 REQUIRED FOR CONCRETE PLACED BELOW 40 DEGREES FAHRENHEIT. FILL ANY JOINT SPACING OVER JIB INCH UNLESS OTHERWISE APPROVED BY A.3. USE TYPE 1 CEMENT, PER ASTM C.1.50 UNLESS OTHERWISE APPROVED. ENGINEER. INSTALL 2â€¢â€¢ OR THICKER BLOCKING AT UNSUPPORTED JOINTS IN WALL DEFERRED STRUCTURAL SU BM ITT AL (BIDDER DESIGN) A.â€¢. AGGREGATES PER ASTM CJ3. USE 314 INCH MINUS UNLESS OTHERWISE NOTED OR APPROVED. SHEATHING. BLOCK ROOF OR FLOOR SHEATHING WHERE NOTED ON DRAWINGS. STOREFRONT AND CURTAINWALL SYSTEMS A.5. WATER REDUCING AGENT (WRA) SHALL BE POLYHEED RÂ·I OR OURACEM 55 (MINIMUM 6 OZ. PER 100 GLULAM BEAMS: POUNDS CEMENT). COMPLY WITH ASTM C-49â—„. -Fb a: 2â€¢00 PSI. E,. 1,600,000 PSI PER ANSI Al90.1 SPECIFICATION. A.6. AIR ENTRAINMENT (AE) SHALL COMPLY WITH ASTM C.260 ANO SHALL BE USED ONLY WHERE SPECIFIED -SIMPLE SPANS COMBINATION: 2â€¢F-V4 DEFERRED SUBMITTAL NOTE: ANOIOR APPROVED BY ENGINEER. -CANTILEVER SPANS COMBINATION: 24F-V8 A7. ACCELERATORS: POZZUTEC 20 NON-CHLORIDE FOR COMPONENTS EXPOSED TO WEATHER IN THE SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER COMPLETED STRUCTURE (WALLS, EXTERIOR PAVING, ETC.). CALCIUM CHLORIDE IN THE INTERIOR SLABS -SUBMIT CERTIFICATE OF CONFORMANCE INDICATING MEMBERS MEET THE OF RECORD. AFTER REVIEW ANO SUBJECT TO BEING IN GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS, ON GRADE. QUANTITY (DOSAGE) TO BE DETERMINED BY CONTRACTOR ANO APPROVAL OBTAJNED FROM REQUIREMENTS Of ANSI A 190.1. THE ENGINEER WILL RETURN THE SUBMITTAL TO THE CONTRACTOR. THE CONTRACTOR SHALL THEN FORWARD THE ENGINEER BEFORE USE OF ACCELERATORS. SUBMITTAL TO THE BUILDING DEPARTMENT. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN ANO SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. A.8. PLACE AND CURE ALL CONCRETE PER ACI COOÂ£S ANO STANDARDS. A.2. PROVIDE FIRE BLOCKING AS REQUIRED ANO BLOCKING FOR All SPECIFIED WALL.,.,.,OUNTED ITEMS B. REINFORCING INCLUDING CABINETS. DOORSTOPS, ETC. 8.1. ALL REINFORCING TO BE ASTM A615 GRADE 60 UNLESS OTHER.....,SE NOTED. B.2. FABRICATE ANO INSTALL REINFORCING STEEL ACCORDING TO THE MANUAL OF STANDARD PRACTICE ~ FOR DETAILING REINFORCED CONCRETE STRUCTURES. AC! STANDARD 315. ~ DIVISION 4 - MASONRY JUNE 1st,2015 SCALE PROJ. NO. AS NOTED 20150175 DRAWN CHECKED TMJ KMK STRUCTURAL NOTES AND SPECIAL INSPECTIONS y so.a ISSUE FOR PERMIT VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue Portland, Oregon 97239 503.222.4453 14â€¢.5â€¢ 32'-0" 25'--5112" VLMK.COM NEW VACUUM DRAINAGE SYSTEM, ANCHOR PER â–¡ET AIL 6D I ~ I ~ ' -------- :.P.:_ Â· --4------------ I I I i ! 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TYPICAL NEW INTERIOR CONCRETE LANDING ANO RAMP AT 1 , 4 1 , NEW OPENING 1 ";-f -------------- --------+------t--:::_ I ____,, -+------~---~--~--~- ~~=--~- 0 ---+-- ~ a 0 i i i i O i O I NEW MAN-DOOR OPENING IN EXISTING WALL: â€¢ IF WALL IS CONCRETE, ADCXTIONAL JUNE lt.t.2015 REINFORCEMENT NOT REQUIRED â€¢ IF WALL IS MASONRY, REINFORCE PER SCALE PROJ.NO. FOUNDATION PLAN 0â‚¬TAIL(8JSJ.OJ AS NOTED 20150175 CRAWN CHECKED 118"â€¢ l'--0" KMK FOUNDATION NOTES: FOUNDATION LEGEND: FOUNDATION PLAN 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ANO ELEVATIONS VJITH = (E) CMU OR CONCRETE WALL ARCHTECTURAL ORAVJINGS. 2. CONTRACTOR TO VERIFY EXISTING FRAMING VVITH CONDITIONS = {N) SOLID GROUTED CMU SHOWN OR NOTED PRIOR TO BEGINNING WORK. NOTIFY ENGINEER IF DISCREPANCIES OCCUR. == (E)CFSSTUOWALL 3. REPLACEMENT SLABS TO BE MINIMUM 4â€¢ THICK CONCRETE SLAB :io:= (N) CFS STUD WALL WITH #4 BARS AT 24" O.C. EACH WAY, TYPICAL U'-ILESS OTHERWSE NOTED ON PLAN. ... (E) HSS OR PIPE COLUMN 4. FOR SLAB REQUIREMENTS AT TYPICAL TRENCH CUT INFILLS, SEE OETAIL(l2153.0) â€¢ (N) HSS COLUMN PER Pl.AN T S1.0 "Â·----------- ISSUE FOR PERMIT VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue Portland, Oregon 97239 166'Â·6" 503.222.4453 32â€¢-0Â· 25Â·.5112Â· 23'--41/2" VLMK.COM I I _________________________ L_ __ ~------ ----------- ~-------- 1flÂ® 3~ 1'-- ;;;: PROJECT NAME GROCERY OUTLET TENANT IMPROVEMENT (E) GLULAM BEAM (E) GLULAM BEAM (E) GLULAM BEAM (E) GLULAM BEAM ARLINGTON ------e-- --- - ------<>--------_.::::=-==--1+--------1,-------'-'----,---------â€¢------'-'--'---'---------1,---====-=---- -------- Â© --- --.- 146 E HALLER AVE i~=====cl='l I I ARLINGTON, WA 98223 ~ > s I ~ ~ iii iii ----- -----~-------- ---------I-------- > I ==J~â€¢o~~g1 ~ ____ _i __ ~ --------Â½~------~ -- ______ _!_.----~- > s ----t- Â© ~ SÂ· l~------~ ----1 i Â® @ REVISIONS f Â£ DATE DESCRIPTION ----Â· 13]~ > i ~ - ~ ~ I _____________ J....._ __ J....._ -----------1--------------- --- - --- - -+----- - --- -~- -------- 1---- -----~ ----- > I __ J..____ L--------------1-- s ~ iii iii (E) ULAM_.:.."':...AM ~--+---'-"-'-'G:...'.:.."'_A_M_e,_A_"_:___- _:__â€¢':...IG_Lu_"'+'-'"_;'_"-'---~-.:..:.....:."::.'G='.:.."'-"'=-'="':...AA.:..'---+--=''::_lG:::L::UL:::_A.:.."="'=-".:..' f---- -------- ---- ---- -1----- l----------+- 111 I ,.,..,., ,L i 111 I _ __::;:=:;:1=:::;:iâ€¢==,=,1=â€¢=,~AA'::â€¢':_':_':_':_':_:~,,~-:,:::"-""''.:sl";;';;;AM;.e;a=-=="l""'l'e='fs==e'flii"'ee".,''""'eo=:eae,~:==;$~'aa'~"',,A,,,""""~ee,!!!l<:-!==:"=1:::â€¢'=-'"-"'e'=s="'!'"=e===e'=!'':fa~1;,:â€¢"'eA"'M"'c~==c""'ec==:==~'' .. 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