Laserfiche WebLink
Service Door, Exterior (EXISTING)Storefront Alum Double (EXISTING)SET #3QTY1122192212222PART #ARMS1850BBW443DORMA8916FALA100CFALA100CCKFALA100CUKLN2049LN2053NGP13720PEM 18062ROC108ROC473ROC555SET #12QTY111111113PART DETAILADAMS RITE DOOR LOCK MS1850S DEADBOLTBBW SIGN "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED"DOOR CLOSER 8916 AF89P AL DORMAFALCON 7 PIN CORE COMBINATED "A" KEYWAY 626 FINISH 1-1FALCON CUT CONTROL KEY "A" KEYWAYFALCON CUT USER KEY "A" KEYWAYMORTISE CYL SHELL 7 PIN W/AR CAM S.CHROME (26D) FINISHADJUSTABLE RING, MORTISE CYL 5/16-13/32 S.CHROME 26D FINISHNGP WEATHER STRIP 20' 72" x 84"PEMKO DOOR SWEEP 36"ROCKWOOD DOOR PULL HANDLE 108XUS32DROCKWOOD DOOR STOP W/HOOK (473)ROCKWOOD 12" FLUSH BOLTSPART DETAILDOOR CLOSER 8916 AF89P AL DORMAFALCON 7 PIN CORE COMBINATED "A" KEYWAY 626 FINISH1-1SUR-LOCK AUTO LOCKING DOOR ALARM, IC; NO CTR INCLUDES MORTISECYLINDERDOOR SPY, DESCO, SILVER, DS-6NGP WEATHER STRIP 17' 36" x 84"NUTONE DOOR BELLPEMKO DOOR SWEEP 36"ROCKWOOD KICKPLATE 10" x 34"STANLEY DOOR HINGE 4.5" x 4.5" N.R.P. 32DPART #DORMA8916FALA100CI/O 2000L-03ICLN2068NGP13717NUMCN304PEM 18062ROCJ102STAFBB191NRPCONSTRUCTION:SC = SOLID COREGLAZING:T = TEMPEREDW=WIRERATING:1HR = 1 HOUR2HR = 2 HOURMISCELLANEOUS:U = 1/2" UNDERCUTE=EXISTINGFRAME:HM1 = HOLLOW METAL SINGLE RABBETHM2 = HOLLOW METAL DOUBLE RABBETHM3 = HOLLOW METAL SINGLE RABBET FOR CMU WALLHM = HOLLOW METALAL = AL STOREFRONTWD = WOOD STOREFRONTNR = NON RATEDHM4 = HOLLOW METAL NO RABBETAL = AL STOREFRONTHARDWARE SETS:DOOR LEGENDDOOR TYPES:Restroom, KeyedSET #7QTY113123PART #DORMA8916FALT581SKGJ64ROC473ROCJ102STAFBB179PART DETAILDOOR CLOSER 8916 AF89P AL DORMAFALCON T LEVERSET STOREROOM FUNCTION W/ STD KEYWAYGLENN JOHNSON RUBBER SILENCERROCKWOOD DOOR STOP W/HOOK (473)ROCKWOOD KICKPLATE 10" x 34"STANLEY DOOR HINGE 4.5" x 4.5"TYPE E1. ALL DOORS TO PROVIDE 32" MIN CLEAR OPENINGWHENOPENED TO 90 DEGREE POSITION, UNO. ALSO, EACHDOOR IN THE MEANS OF EGRESS SHALL PROVIDE AMINIMUM HEIGHT OF 80" AND IN NO CASE SHALL ANYSINGLE DOOR LEAF EXCEED 48". (CBC SEC. 1008.1.1)DOOR NOTES:2. SEE FINISH SCHEDULE FOR STAIN INFORMATION.3. DOOR HARDWARE - HANDLES, PULLS, LATCHES, LOCKSAND OTHER OPERATING DEVICES SHALL BE INSTALLED 34"MIN. AND 44" MAX. ABOVE FINISHED FLOOR. (CBC SEC. 11B-404.2.7)4. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HANDAND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING ORTWISTING OF THE WRIST. THE FORCE REQUIRED TOACTIVATE OPERABLE PARTS SHALL BE 5LBS (22.2N)MAXIMUM. (CBC SEC. 11B-309.4)TYPEA(EXISTING)TYPEE(EXISTING)FRY REGLET CORNERTRIM MODEL #DMCT-375SCREW (TYP)TAPE AND SPACKLEFRY REGLET CORNERTRIM MODEL #DMCT-375SCREWTAPE AND SPACKLEDRYWALLFRAMINGFRAMINGCAULK JOINTTHIN SET CERAMICTILE, TYPFLOOR SINK SET FLUSHWITH TOP FIN FLRNO-HUB CONNECTION3" TAIL PIECECONC INFILL AND COREFOR BELOW DECKUTILITIESEXIST CONC SLABALTERNATEBRACE LOCATION20 GA 3-5/8" MTL STUD BRACING@ 48" OC. ATTACH TO PARTITIONFRAMING & ROOF STRUCTURE W/MIN. 4 - #10 SCREWS. PAN HEADTYPE "S" SCREWS. USE LATERALBRACING WHEN PARTITIONFRAMING DOES NOT ATTACH TOROOF STRUCTURE. (ESR-2281)EXISTING ROOFSTRUCTURE5/8" FIRE RATED DRYWALL, BOTHSIDES, TO MIN OF 6" ABOVE CLG.TYPE "S" DRYWALL SCREWS @ 8"OC TO VERTICAL EDGES & 12" OCTO INTERMEDIATE STUDS.STAGGER JOINTS 24" OC, EA SIDE(ESR-2281)MTL STUDS (PER WALL TYPE) @ 16"O.C. TO UNDERSIDE OF ROOFSTRUCTURE, TO MIN OF 6" ABOVESUSP CLG OR TO UNDERSIDE OFEXIST SOFFIT OR CLG. MTL STUDS TOMEET ESR-2281.NAIL STUD RUNNER TO FLOOR W/HILTI X-U FASTENERS, 1-1/4" MINPENETRATION @ 32" O.C.,MAXIMUM.(L.A.R.R. #25675 / ICC ESR #2269)SUSPENDED CLG, AS OCCURS.SEE CLG PLAN (SHEET A3.0) FORCLG HEIGHTSSECTION AT CEILINGSECTION AT FLOORMIN6"SECTION AT FLOORMTL STUDS (PER WALL TYPE) @16" OC TO UNDERSIDE OF ROOFSTRUCTURE(L.A.R.R. #25128 / ICC ESR-2620)NAIL STUD RUNNER TO FLOOR W/HILTI X-U FASTENERS, 1-1/4" MINPENETRATION @ 32" O.C., MAX(L.A.R.R. #25675 / ICC ESR #2269)5/8" FIRE RATED DRYWALL @ BOTHSIDES. TYPE "S" DRY-WALLSCREWS @ 8" OC TO VERT EDGES& 12" OC TO INTERMEDIATE STUDS.STAGGERJOINTS 24" OC, EA SIDE.EXIST CONC SLABTOP TRACK 54 MIL UNPUNCHED OUTERTRACK WITH 2" FLANGES W/ (2) #10WOOD SCREW INTO BLOCKING W/ 2" MIN.EMBED. @ 32" O.C. FOR PART COND "A" &"B"@16"O.C.FORPART.COND"C"&"D"TOP TRACK 54 MIL UNPUNCHED OUTERTRACK WITH 2" FLANGES W/ (1) #10WOOD SCREW INTO EA. JOIST & @ 16"O.C. FOR PART COND "A" & "B" @ 8" O.C.FORPART.COND"C"&"D"W/2"MIN.EMBEDINNER DEEP LEGTRACK TO MATCHWALL STUD SIZE &GAGE(1) # 10 S.M.S. @ EA.STUD @ EA. SIDEINNER DEEP LEG TRACKTO MATCH WALL STUDSIZE&GAGE(1) # 10 S.M.S. @ EA.STUD @ EA. SIDE12" MAX12" MAX1" GAP1" GAP(6) #9 x 1 1/4" STRONG-DRIVEWOOD SCREWS INTO BLOCKING &FLOOR JOIST FOR COND. "A" & "B",(8) #9 x 1 1/4" WOOD SCREWS INTOBLOCKING FOR COND "C" & "D"TYP.(6) #9 x 1 1/4" STRONG-DRIVE WOOD SCREWSINTO BLOCKING & FLOOR JOIST FOR COND."A" & "B", (8) #9 x 1 1/4" WOOD SCREWS INTOBLOCKING FOR COND "C" & "D" TYP.PARTITION WALL STUD@16"O.C.MAXPLYWOOD SHEATHING4X6 BLK'G (FLAT) @ EA.SCREW CONN. WITHSIMPSON A34 OR EQ. @EA. SIDE @ EA. STUDROOF/ FLOOR JOIST @48" O.C. MAXPARTITION WALL PARALLEL TO JOIST ABOVEPARTITION WALL PERPENDICULAR TO JOIST ABOVEROOF/ FLOOR JOIST @48" O.C. MAXPARTITION WALL STUD@16"O.C.MAXPLYWOOD SHEATHING2X FULL HT. BLOCKING WITHSIMPSON A34 OR EQ. @ EA.SIDE @ EA. END, TYP20 GA 3-5/8" MTL STUD BRACING@ 48" O.C.. ATTACH TO PARTITIONFRAMING W/ 3/8" PAN HEAD TYPE"S" SCREWS. USE LATERALBRACING WHEN PARTITIONFRAMING DOES NOT ATTACH TOROOF STRUCTURE(L.A.R.R. #25529 / ICC ESR-2620)SUSPENDED CLG (WHERE OCCURS)2" MIN6" MIN2" MIN6" MIN20 GA 3-5/8" MTL STUD BRACING@ 48" O.C.. ATTACH TO PARTITIONFRAMING W/ 3/8" PAN HEAD TYPE"S" SCREWS. USE LATERALBRACING WHEN PARTITIONFRAMING DOES NOT ATTACH TOROOF STRUCTURE(L.A.R.R. #25529 / ICC ESR-2620)1' - 0"2"91/4"2"3/4"1/2"31/4"1' - 0"3"11"91/2"13 1/2"41 1/2"IN-WALL METALBRACKETS ATTACHEDTO EVERY OTHER STUDNOTES:METAL BACKETS AND SUFFICIENT BLOCKING BETWEEN STUDSSHALL BE PROVIDED FOR:1. 45LBS DEAD LOAD FOR LIQUID STORAGE OVER AND ABOVETHE CASEWORK ITSELF.2. A LIVE LOAD OF A PARTNER EITHER PULLING AND/OR CLIMBINGON THE CASEWORK.3. SEISMIC ACCELERATION CONDITIONS AT THE SITE.STUD WALL BLOCKING REQUIREMENTS:WOOD STUD WALLS REQUIRE MIN. 2'X6" (50MMX150MM) WOOD BLOCKINGSECURED FLUSH TO STUD FACE WITH (3) 10D NAILS (OR EQUIVALENT)METAL STUD WALLS REQUIRE MIN. 2"X6" (50MMX150MM) WOOD BLOCKINGSECURED FLUSH TO STUD FACE WITH MIN. (3) #6 CT. 1.25" (30MM)SCREWS(OR EQUIVALENT)71/4"DOUBLE STUDS ATATTACHMENT, TYPCONTINUOUSBLOCKING, TYP1' - 0"NOTES1'-7" AFF (CW SUPPLY)1'-6" AFF (CWF SUPPLY)1'-5" AFF (HW SUPPLY)VARIES: 1/4" PER FT. FALL (ABS 2" WASTE LINE)BACKBAR TILE @ EXPOSED WALLSURFACE BETWEEN BASE OF STORAGECUBBY AND TOP OF BACKSPLASH WITH1/4" GREEN BOARD TILE SUBSTRATE BY GCSOLID SURFACE COUNTERTOPW/ INTEGRAL BACKSPLASH2'-10" A.F.F. (BACKBAR COUNTERTOP)TILE BASE;SEE DETAILSON I-1109ELECTRICALOUTLET213443212' - 2"2' - 10"ALTERNATEBRACE LOCATIONEXISTING ROOFSTRUCTURESUSPENDED CLG, AS OCCURS.SEE CLG PLAN FOR CLGHEIGHTSMIN6"20 GA 3-5/8" MTL STUD BRACING @ 48" OC. ATTACH TOPARTITION FRAMING & ROOF STRUCTURE W/ MIN. (3) 3/8" PANHEAD TYPE "S" SCREWS. USE LATERAL BRACING WHENPARTITION FRAMING DOES NOT ATTACH TO ROOFSTRUCTURE. (ICC ESR-2620)2X6 BLK'G (FLAT) @ EA.SCREW CONN. WITHSIMPSON A34 OR EQ. @EA. SIDE @ EA. STUD2' - 9"MENU BOARD2x4 WOOD BLOCKING24" (600MM) LENGTH,FASTEN TOSTRUCTURE, PAINTMATTE BLACKSCREW MENU HINGE BRACKETTO TOP OF BLOCKING. ALIGNPIANO HINGE JOINT TO CABINETEDGE.USE WINGUTS AT BRACKETMOUNT TO ADJUST VERTICALHEIGHT OF MENU AS NEEDED.REFER TO INTERIOR ELEVATIONS2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROFILE TYPE:PROJECT #:ISSUE DATE:PROGRAM MANAGER:STORE DESIGNER:CHECKED BY:PROJECT NAME:PROJECT ADDRESS:STARBUCKS COFFEECOMPANYRLEED AP:© 2017 STARBUCKS COFFEE COMPANY®111 Pacifica, Suite 280, Irvine, CA 92618P: 949.553.1117 F: 949.474.7056San FranciscoClevelandDenverIrvineARCHITECT OF RECORDARCHITECT STAMP2017MCG PROJ. MANAGER:MCG PROJ. SPECIALIST:MCG PROJECT #:THESE DRAWINGS AND SPECIFICATIONS ARECONFIDENTIAL AND SHALL REMAIN THE SOLEPROPERTY OF STARBUCKS CORPORATION,WHICH IS THE OWNER OF THE COPYRIGHT INTHIS WORK. THEY SHALL NOT BEREPRODUCED (IN WHOLE OR IN PART), SHAREDWITH THIRD PARTIES OR USED IN ANY MANNERON OTHER PROJECTS OR EXTENSIONS TO THISPROJECT WITHOUT THE PRIOR WRITTENCONSENT OF STARBUCKS CORPORATION.THESE DRAWINGS AND SPECIFICATIONS AREINTENDED TO EXPRESS DESIGN INTENT FOR APROTOTYPICAL STARBUCKS STORE (WHICH ISSUBJECT TO CHANGE AT ANYTIME) AND DONOT REFLECT ACTUAL SITE CONDITIONS.NEITHER PARTY SHALL HAVE ANY OBLIGATIONNOR LIABILITY TO THE OTHER (EXCEPT STATEDABOVE) UNTIL A WRITTEN AGREEMENT ISFULLY EXECUTED BY BOTH PARTIES.mcg architecture8/30/2017 5:45:34 PMJ:\2016 Projects\0-Starbucks\16514_SBX-6970_El Dorado & Fremont_Stockton_CA (NS-RELO)\02-Arch\3-CD\1-Revit Files\16514_SBX-6970_El Dorado & Fremont_Stockton.rvtI-500121295-04208/18/17ELDORADO &FREMONT510NELDORADOSTREETSTOCKTON, CA 95202SANJOAQUIN COUNTYCORE6970CH. LINM. DARMOKOCONSTRUCTIONDETAILSC. LEEG. MONTALVO16514Scale:1/4" = 1'-0"5DOOR HARDWARE & NOTESScale:6" = 1'-0"19FRY REGLET CORNER TRIMScale:NOT TO SCALE20FLOOR SINK DETAILScale:1" = 1'-0"7NEW PARTITION WALL TO 6" ABOVE CEILINGScale:1" = 1'-0"16NEW PARTITION WALL TO STRUCTUREScale:11/2"=1'-0"17UPPER SHELVES ATTACHMENTScale:3/4" = 1'-0"13WALL SECTION AT BACKBAR - SHELVESScale:11/2"=1'-0"11MENU BOARD MOUNTING TO WALLTHIS AREA INTENTIONALLY NOTUSEDRevision ScheduleRev Date By Description