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WALL FINISH, AS FINISH AS 1/2"RAD.TYP.
<br /> SCHEDULED; SCHEDULED FLOOR SINK,S.P.D. STUD WI TRACK MEMBER,FULL HEIGHT TO
<br /> REFERENCE ROOM MOISTURE
<br /> EPDXY FLOORING FINISH 01
<br /> FINISH SCHEDULE, BARRIER 2X6 SP#2 OR SPF STRUCTURE
<br /> PREMANUFACTUREDOOOLER
<br /> �� #2 OR BETTER TYP) MORTAR BED COVE
<br /> SHEET A6.1 ( � � VAULT;UNDER SEPARATE PERMIT �—6"X 16 GA.STEEL RUNNER WI CLIPPED&BENT
<br /> "STONEHARD"OR EQUAL
<br /> FLANGES AS SHOWN. CONT.SUPPORT AT UPPER
<br /> — — — J r
<br /> (2) 16D COMMON TO QUARRY TILE FLOORING 01 WALL TILE(T-5)SEE INTERIOR - o AREA OF WALL
<br /> 1/2" GYP. BOARD 2x TREATED EACH STUD MORTAR BED ELEVATIONS ADHERE PER CABINETS.
<br /> BASE,AS _ SILL - BUILDING SLAB,S.S.D. MANUFACTURER'S
<br /> 1/2" GYP BOARD `
<br /> RECOMMENDATIONS i L
<br /> SCHEDULED; PLATE REFER
<br /> REFERENCE ROOM STRUCTURAL MOISTURE - - - - - - - - - - - - #10 TYPE'S'PAN HEAD SCREWS AS SHOWN
<br /> FINISH SCHEDULE SET IN
<br /> FINISH AS BARRIER SCHLUTER SCHIENE(TE-1)
<br /> ° ° o
<br /> SHEET A6.1 SEALANT SCHEDULED ;
<br /> FINISH FLOOR STARTER TRACK °4; � a°° b a °-� SEALANT CONTRACTOR'S OPTION
<br /> SILL SEALER FRP J-MOLD WITH a ° _ ° 16 GA.x 6 WIDE STEEL COIL STRAP
<br /> SILICONE CAULK 4 ° 112"MOISTURE RESISTANT GREEN GYP SUPPORT WI(3) #10 TYPE S P.H.
<br /> CONCRETE SLAB ° ' ° a _ JOINT METAL J TRIM TO SECTION C °_ ° .
<br /> REF STRUCTURAL ®_. 'e STARTER ° _ _ e BOARD ADHERED TO COOLER VAULT. SCREWS EA.STUD 5865 Owens Drive
<br /> d ,? _n°
<br /> d ° STAPLE PERIMETER AT 12"O.C. Pleasanton, CA 94588
<br /> MATCHSHEETS ' _ A• a a TRACK METAL FRAME STOREFRONT °ad " °_ a° 4 A WALL CABINET 925-251-7200
<br /> N z PAINTED J 3'-6"MIN. p ° d 8 . ° .J ALUMINUM FRAME GLASS DOOR SUPPORT
<br /> EXPANSION ° ° _ .
<br /> T--A
<br /> PAVED WATER HEATER �� d a° ASSEMBLY,BY OTHERS
<br /> ANCHOR a SURFACE1A I
<br /> LLSEALANT REF PLUMBING °, °° , ° a p p o ¢•
<br /> METAL STUD
<br /> REF STRUCTURAL a d. DETAILS `e" ° d DOOR SEAL,BY OTHERS
<br /> SHEETS 1/2"THK. a 9 d 2 3116"DIA.BOLTS,MIN.,WELDED TO2112"
<br /> ° EXPAN. JT. EXPANSION TANK _
<br /> Y WITH — HOLLOW METAL ' a DOOR FRAME,BY OTHERS
<br /> X 20 GA.METAL PLATE
<br /> a 'a PREMOLDED DOOR AS EXPANSION TANK _a° °° a ;
<br /> ASPHALT FOR WATER ;n .° - °`° LIGHT FIXTURE AT JAMB,BY OTHERS
<br /> SCHEDULED d - ad ' _ �d`
<br /> IMPREGNATE REFERENCE HEATER °_ " g Q - : ° -
<br /> FILLER SHELF ON 2 x 6
<br /> FRAMING WITH n GRAB BAR GYP.BD.
<br /> FINISH GRADE WALL COVERING 0905s51: 3" ° SUPPORT
<br /> SCALE: 3"=1'-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0" SCALE: 6"=1'-0" SCALE: 3"=1'-0"
<br /> DRIP PAN
<br /> DETAIL - BASE 30 EXTERIOR HOLLOW METAL DOOR JAMB / HEAD 25 FLOOR SINK 15 TILE/ COOLER HEAD/JAMB DTL 10 TYPICAL SUPPORTS 5 CONSULTANT
<br /> c
<br /> SQUARE CORNER,TYP.
<br /> SEE INT.REFERENCE C) II a CORNER CONDITIONS FOR
<br /> HOLLOW METAL PLUMBING SHEETS
<br /> DOOR AS FOR FILTER AND o o o ❑ PREMANUFACTURED COOLER
<br /> STOREFRONT HOLLOW METAL SCHEDULED PUMP PLUMBING CABINET FACE WHERE VAULT;UNDER SEPARATE PERMIT
<br /> GYP.BOARD WHERE
<br /> DOOR FRAME REFERENCE A6.0 DETAILS OCCURS
<br /> BEYOND OCCURS ALUMINUM FRAME GLASS DOOR
<br /> CONTINUOUS ASSEMBLY,BY OTHERS
<br /> BACKER ROD & THRESHOLD IN NOTE: FILTER
<br /> SEALANT, FLOOR AS FULL LOCATED ON SIDE ELEvEn
<br /> BOTH SCHEDULED BED OF MASTIC WALL- SHOWN IN 16d NAIL @ 12"O.C. DOOR FRAME,BY OTHERS
<br /> FLOOR AS SIDES REFERENCE ATTACHED PER ELEV. FOR CLARITY
<br /> SCHEDULED A6.1 MANUFACTURER TILE OI DRY SET OI WATERPROOF #10 x 2112"
<br /> REFERENCE 2 iv AS LOCATE MOP MEMBRANE 01 BACKER BOARD RHWS @ 12"O.C. DOOR SEAL,BY OTHERS
<br /> A6.1 20 GA. SS SILL
<br /> 1 SCHEDULED HANGER
<br /> FLASHING WITH CONCRETE REFERENCE A6.0 (FIAT 899-CC)ON W.P.MEMBRANE
<br /> HEMMED EDGE SLAB d a _ ADJACENT WALL SEALANT -
<br /> CONCRETE 9 ;dQ` a°• • ° = as AND REF a a _ OVER MOP SINK @
<br /> SLAB d ' d Z END DAMS TO STRUCTURAL d • a 4 50"AFF E.J.,WHERE -11 #1043581
<br /> SCHLUTER SCHIENE(TE-1)
<br /> REF ° e g MATCH SHEETS °d 4 ° ; . ° -, WALL SERVICE OCCURS - GYP.BOARD WHERE
<br /> STRUCTURAL a d N STOREFRONT. - as FAUCET OCCURS
<br /> SHEETS ' a a d_° WALL TILE(T 5)SEE INTERIOR
<br /> 9 ° 30" HOSE AND ELEVATIONS ADHERE PER -
<br /> d ' °.•' ° 1/2"THK. EXPAN. BRACKET d ° d
<br /> T.O.C. MANUFACTURER'S TAPE&JOINT COMPOUND
<br /> JT. 1/2"THK. EXPAN. FIAT 839-CC d = +0'0"
<br /> WITH 1/2 ( ) e_ _ d• °° RECOMMENDATIONS -
<br /> PREMOLDED WITH PREMOLDED MOP SINK REF °318"MM.RADIUS; °�; ° 2 x 4 PT SILL ATTACH TO CONC.WI 112"MOISTURE RESISTANT GREEN GYP METAL STUDS,SEE
<br /> ASPHALT ASPHALT PLUMBING SHEETS ° °°.0.157"DIA HILTI X-J WI MIN 1" PLANS
<br /> IMPREGNATED IMPREGNATED PENETRATION INTO CONCRETE@ BOARD ADHERED TO COOLER VAULT. -
<br /> FILLER FILLER BASE AS ° d �, ;. 12"O.C. STAPLE PERIMETER AT 12"O.C.
<br /> SCHEDULED as
<br /> d
<br /> SCALE: 3"=V-0" SCALE: 3"=1'-0" SCALE: 3/4"=V-0" SCALE: 3"=V-0" SCALE: 6"=1'-0" SCALE: 3"=1'-0" I
<br /> Z w
<br /> DETAIL - STOREFRONT SILL 29 ALTERNATE FLOORING - DOOR THRESHOLD 24 WATER HEATER / MOP SINK 19 MATERIAL UP TOEKICK 14 TILE/ COOLER BASE DTL 9 INTERIOR CORNER 4 O
<br /> Cn �
<br /> �.2 J z U
<br /> FOR TYP.PARTITION FOR TYP.PARTITION SEE PLANS
<br /> SEE PLANS ---------------- -- -
<br /> � I Z
<br /> HOLLOW METAL
<br /> DOOR FRAME GYP.BOARD WHERE w Q
<br /> HOLLOW METAL BEYOND GYP.BOARD OCCURS p�
<br /> DOOR AS TILE BACKER UNIT,SEE GYPSUM BOARD
<br /> SCHEDULED PROJECT MANUAL RAMSET 1524 POWER PINS AND WASHERS AT 24"
<br /> PREFINISHED STEEL COLUMN REFERENCE CONT. SEALANT •�• Q
<br /> BREAKMETAL REFERENCE A6.0 -_ AT SOECT ONEQUAL U.O.N.,MIN 2 EACH TRACK > O
<br /> WRAP TO MATCH STRUCTURAL DOOR FRAME WALL FINISH SEE INT. ` V
<br /> STOREFRONT SHEETS FOR ELEVS. _ \
<br /> DETAILS. TILE FLOOR AS #10 TYPE'S'PAN HEAD SCREWS \ I I z
<br /> SCHEDULED TRANSITION ` BOTTOM TRACK O
<br /> REFERENCE AT 24"O.C.MAX.,U.O.N. v v v v v FRP WALL COVERING (f)
<br /> STRIP AS
<br /> STOREFRONT SCHEDULED _
<br /> A6.1 SEE PLANS ADHESIVE O J
<br /> CONCRETE REFERENCE A6.0 TILE 01 DRY SET 01 WATERPROOF
<br /> SLAB ° MEMBRANE 01 BACKER BOARD ROOF STRUCTURE ABOVE ADHESIVE
<br /> REF
<br /> e VCT FLOOR AS f
<br /> STRUCTURAL 4 W.P.MEMBRANE GYP.BOARD WHERE B 1 BASE
<br /> tr ` • a SCHEDULED STANDARDS-TCAF122 TCA OCCURS ; FASTEN RUNNER TO BOTTOM OF \ \
<br /> SHEETS ° a 4 °_ ' °- REFERENCE A6.1 E.J.,WHERE EJ 171 TCA W244 / STRUCTURE W12#6 TEK SCREWS @ 24" \ SEALED CONCRETE
<br /> SHIM AS CONTINUOUS $ m a OCCURS TAPE&JOINT COMPOUND % O.C.OR AS REQUIRED TO SUPPORT THE
<br /> REQUIRED BACKER ROD & a ¢4 ; _ d T.O.C. % LOAD `\
<br /> SEALANT, BOTH °_
<br /> v � i i J-MOLD
<br /> CONTINUOUS SIDES 4 ° o-
<br /> BACKER ROD & d ° PLANS STUDS,SEE
<br /> 3 518"X 20 GA.STUD BRACING AT \ ` a
<br /> SEALANT, BOTH =318"dvllN."R�D#US;- SEALANT _ ° b- d
<br /> EACH JOIST `\ \ ° a
<br /> SIDES WOOD ' °
<br /> BLOCKING
<br /> d
<br /> SCALE: T=1'-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0" = SCALE: 3"=1'-0" SCALE: 3"=1'-0"
<br /> DETAIL - STOREFRONT @ CENTER POST 28 ALTERNATE FLOORING - TILE / VCT TRANSITIONS RF3 INT. TILE WALL 18 TYPICAL WALL INTERSECTION 13 3518"X20 GA.STUDS AT 24"O.C. INT. WALL BASE @FRP 3
<br /> FINISH PER ROOM FINISH SCHEDULE AND P R#2 01 .06.2020
<br /> INTERIOR ELEVATIONS(PAINTED GYP.)
<br /> BULLNOSE TILE EDGE(T-5)
<br /> BACKER ROD
<br /> WITH
<br /> SILICONE CAULK FOR TYP.PARTITION SEE PLANS
<br /> JOINT ARF_ — — — — — — — GYPSUM BOARD Ax REVISIONS
<br /> REF FINISH CORNER BEAD STEEL COLUMN SEE INTERIOR ELEVATIONS
<br /> SCHEDULE REFERENCE HOLLOW HOLLOWFT RAMSET 1524 POWER PINS AND WASHERS AT
<br /> I STRUCTURAL i =;- ACOUSTICAL INSULATION ��
<br /> 1/2" GYP METAL DOOR FRAME 24 O.C.,OR EQUAL U.O.N.,MIN 2 EACH TRACK
<br /> SHEETS FOR WHERE OCCURS CLOCK AND STRIPE REF ER AND INTERIOR ELEVATION SHEET SECTION
<br /> BOARD DOOR AS BEYOND
<br /> DETAILS.
<br /> SCHEDULED
<br /> REFERENCE CONT. '_ - FINISH AS SCHEDULED METAL RUNNER CHANNEL TILE,SEE INTERIOR ELEVATIONS
<br /> PREFINISHED A6.0 SEALANT AT '`
<br /> i -�, BOND COAT
<br /> SIP PANEL; BREAKMETAL DOOR FRAME GYP.BD.
<br /> DOOR JAMB BEYOND
<br /> REF SIP WRAP TO MATCH TILE FLOOR BOTH SIDES
<br /> SHEETS STOREFRONT AS
<br /> - - SCHEDULED TRANSITION BOTTOM TRACK
<br /> STRIP AS DOOR,SEE SCHEDULE A7.1 20 GA.METAL STUD HEAD
<br /> CONTINUOUS _ STOREFRONT
<br /> REFERENCE
<br /> A6.1 112" -,` FRAMING
<br /> BACKER ROD & SCHEDULED J MOLD
<br /> COOLER AND FREEZER PANELS BY 7-ELEVEN
<br /> _ REFERENCE FLOOR FINISH,SEE A2.4 `
<br /> SEALANT A6.0 SEALANT ALL AROUND, TILE BASE
<br /> EA.SIDE,TYP. SCHLUTER AHKA
<br /> FINISH AS — — — — SHIM AS SEALED i i _
<br /> SCHEDULED REQUIRED CONCRETE d a• ° CONCRETE HOLLOW METAL DOOR FRAME SEALED CONCRETE
<br /> SLAB
<br /> METAL J TRIM CONTINUOUS REF a 0. - '4S a SEE SCHEDULE °
<br /> TO MATCH BACKER ROD & STRUCTURAL 4 e a ° SCHEDULED ° ° a
<br /> d,.
<br /> SHEETS d d REFERENCE
<br /> STOREFRONT SEALANT, BOTH d 4. �a A6.1 ° d" as ° a°'° SEALANT
<br /> SIDES $ m ' - a° ° -, DOOR-SEEDOOR a d'
<br /> a a 4 SCHEDULE
<br /> AIR GAP; PER WOOD BLOCKING - —
<br /> MANUFACTURER
<br /> SCALE: 3"=1'-0" SCALE: 3"=V-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0" SCALE: 314"=V-0" SCALE: 3"=1'-0"
<br /> DETAIL - COLUMN DETAIL @ STOREFRONT 27 ALTERNATE FLOORING - TILE / CONC TRANSITION STEP INTERIOR H.M. THRESHOLD 17 DOOR HEAD 12 SECTION @ COOLER WALL 7 INT. WALL BASE @ TILE 2
<br /> INTERIOR NON-LOAD BEARING PARTITION HEADER SCHEDULE BOX BEAM
<br /> 1" 1" FOR TYP.PARTITION SEE PLANS
<br /> HEADER HEADER MINIMUM EFFECTIVE PC 18 GA TRACK
<br /> LENGTH MEMBERS PROPERTIES PER STUD 2"MIN. GYP.BD.
<br /> BOTH SIDES
<br /> 2' TO 6' 2 6" x 18 GAUGE Ix=2.042 Sx=0.670 DOUBLE MTL STUD EXTEND WALL FINISH AS SCHEDULED 112"GYP BOARD ATTACHED �,
<br /> 6' TO 8' 2 6" x 16 GAUGE Ix—2.518 Sx—0.839 AT JAMBS — V-0"MIN.TYP. FINISH AS SCHEDULED TO TOP TRACK ONLY
<br /> GYPSUM BOARD
<br /> 8' TO 10' 2 6" x 14 GAUGE Ix= 3.094 Sx= 1.031 _ RAMSET 1524 POWER PINS AND WASHERS AT 24"
<br /> REQUIRED GAP PER MANUFACTURER —DOOR-SEE DOOR O.C.,OR EQUAL U.O.N.,MIN 2 EACH TRACK
<br /> 10' TO 12' 2 8" x 18 GAUGE Ix=4.134 Sx= 1.033 SECTION B 4"DEEP LEG CAPTURE TRACK.ATTACH TO SIP
<br /> SCHEDULE SECTION
<br /> 12' TO 14' 2 8" x 16 GAUGE Ix = 5.110 Sx = 1.277 PANEL PER MANUFACTURERS INSTRUCTIONS,
<br /> 14' TO 16' 2 8" x 14 GAUGE Ix=6.303 Sx= 1.576 z _ — — _ DO NOT ATTACH TO STUD WALL :,_ SEAL/SIGNATURE
<br /> 16' TO 18' 2 10" x 14 GAUGE Ix = 12.325 Sx =2.456 `v BOTTOM TRACK JOB NO
<br /> METAL STUD '149].009
<br /> 18' TO 26' 2 12" x 16 GAUGE Ix = 15.730 Sx =2.334 SPACER BAR NOT MORE THAN 12"FROM BASE SEE INT.ELEV.
<br /> METAL STUD JAMB FRAMING TOP OF STUD,TO BE INSTALLED PER
<br /> A MANUFACTURER'S SPECS. JG
<br /> A7 Q BOTTOM TRACK COOLER WALL PER MANUFACTURER HOLLOW METAL DOOR FRAME J MOLD
<br /> DRAWN
<br /> TOP TRACK ❑, SEE SCHEDULE FINISH AS SCHEDULED CHECK SF
<br /> SEALANT
<br /> METAL STUD i �
<br /> HEADER + 2 STUD HEADERS N — — — — — — — — — — — — — — — SEE FINISH PLAN FOR ARCHITECTURAL
<br /> SEALANT
<br /> SEALANT ALL AROUND METAL STUD FLOOR MATL.
<br /> B EA.SIDE,TYP. P
<br /> PC 18 GA TRACK FINISH AS ADJACENT WALL 1/4" 2" 5/8"
<br /> DETAIL - INTERIOR
<br /> + INDICATED °
<br /> 75
<br /> WITH (3)#10 TEK A7.0 --
<br /> Q_ SCREWS EACH 3 S.S.SCREW 2'O.C.AND WHOERE OCCURSUSTICAL
<br /> BATT INSULATION @ ° °d °°• ° ° °•
<br /> SIDE TO HEADER COUNTERSUNK
<br /> AND (6)#10 TEK BOTTOM TRACK
<br /> 16 GA.S.S.2"x3"CONT.
<br /> SCREWS TO JAMB a °
<br /> o
<br /> VARIES ANGLE WI SEALANT,TYP. ° -. °„ SHEET
<br /> N
<br /> o METAL STUD JAMB SECTION A
<br /> °
<br /> �y SCALE: 11/2"=1'-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0"
<br /> 0
<br /> N
<br /> DETAIL - HEADER 21 CLOSURE STRIP @ COOLER 16 DOOR JAMB 11 STUD SLIP JOINT 6 INT. WALL BASE 1 A m5
<br />
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