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<br />WATER HEATER
<br />REF PLUMBING
<br />EXPANSION
<br />TANK
<br />2X6 SP #2
<br />OR SPF #2
<br />EXPANSION TANK
<br />LU
<br />OR BETTER
<br />FOR WATER
<br />(TYP)
<br />HEATER
<br />o
<br />DRIP PAN
<br />LU
<br />SHELF PLAN (2) 16D
<br />v
<br />IN CAI
<br />VIEW COMMON TO
<br />3/4" PLWD.
<br />=
<br />EACH STUD
<br />SHELF ON 2 x 6
<br />FRAMING WITH El
<br />M
<br />WALL COVERING
<br />g
<br />0
<br />SEE P SHEETS
<br />FOR FILTER AND
<br />0
<br />LL
<br />LU
<br />PUMP PLUMBING
<br />DETAILS
<br />LOCATE MOP HANGER
<br />(FIAT 899-CC) ON
<br />WALL SERVICE
<br />ADJACENT WALL OVER
<br />FAUCET
<br />i�
<br />MOP SINK @ 50" AFF
<br />MOP SINK
<br />30" HOSE AND
<br />BASE AS
<br />CKET
<br />SCHEDULE `�
<br />(FLAT 39-CC)
<br />5 WATER HEATER ELEVATION (SIM)
<br />.0 3/8if= 1�-0"
<br />J-MOLD WITH
<br />SILICONE CAULK JOINT
<br />REF FINISH SCHEDULE
<br />1/2" GYP. BOARD
<br />MIN R-19
<br />INSULATION
<br />3 5/8" METAL STUDS
<br />@ 24" O.C.
<br />i
<br />Lm,wl
<br />CMU WALL; REF
<br />STRUCTURAL
<br />DRAWINGS
<br />FINISH AS SCHEDULED
<br />COLUMN DETAIL @ STOREFRONT
<br />3" = 1'-0"
<br />I
<br />3" — 1'-0"
<br />STEEL COLUMN
<br />REFERECE STRUCTURAL
<br />SHEETS FOR DETAILS.
<br />PREFINISHED BREAKMETAL
<br />6" DEEP LEG CAPTURE
<br />WRAP TO MATCH STOREFRONT
<br />TRACK DO NOT
<br />STRUCTURE
<br />ABOVE
<br />ALUMINUM STOREFRONT
<br />ATTACH TO STUDS
<br />X.X
<br />SHIM AS REQUIRED
<br />1"
<br />CONTINUOUS
<br />20 GA. BENT PLATE
<br />1/2" GYP
<br />BACKER ROD & SEALANT,
<br />BOTH SIDES OF
<br />BOARD
<br />BOTH SIDES
<br />WALL DO NOT
<br />EASILY
<br />ATTACH TO WALL
<br />COMPRESSIBLE
<br />1" THK.
<br />SOFT FOAM FILLERINSULATED GLASS
<br />METAL STUD
<br />FRAMING
<br />WOOD BLOCKING
<br />9 STUD SLIP JOINT
<br />STOREFRONT @ CENTER POST
<br />A7.o ;
<br />11/2 - 1-0 19
<br />WALL COVERING AS
<br />SCHEDULED
<br />1/2" GYP. BOARD
<br />MIN R-19 INSULATION
<br />W.R. GRACE PERM -A
<br />BARRIER MEMBRANE
<br />TOOLED MORTAR JOINT
<br />REINFORCED BOND BEAM
<br />PER STRUCTURAL
<br />3/4" PLYWOOD
<br />CORNER TRIM
<br />WRAP WALL FINISH AS
<br />SCHEDULED
<br />STOREFRONT
<br />I f 5 I DETAIL - STOREFRONT HEAD
<br />11/2" =1'-0"
<br />X.X
<br />I
<br />I
<br />WALL FINISH AS
<br />STAINLESS STEEL
<br />SCREW AT T O.C.
<br />3"
<br />AND COUNTER SUNK
<br />16 GA STAINLESS STEEL
<br />2"X3" CONTINUOUS
<br />ANGLE WITH BACKER
<br />N ROD AND SEALANT, TYP.
<br />MIN R-19 INSULATION
<br />3 5/8" METAL STUDS
<br />@ 24" O.C.
<br />W.R. GRACE PERM -A
<br />BARRIER MEMBRANE
<br />1/2" GYP. BOARD
<br />WALL COVERING
<br />AS SCHEDULED
<br />3/4" PLYWOOD
<br />METAL FRAME
<br />PAINTED
<br />THRESHOLD BEYOND
<br />STEEL COLUMN REFERECE
<br />STRUCTURAL SHEETS FOR DETAILS.
<br />PREFINISHED BREAKMETAL
<br />WRAP TO MATCH STOREFRONT
<br />ALUMINUM STOREFRONT
<br />SHIM AS REQUIRED
<br />zfCONTINUOUS BACKER ROD
<br />& SEALANT, BOTH SIDES
<br />1" THK.
<br />INSULATED GLASS
<br />INTERIOR NON -LOAD BEARING PARTITION HEADER SCHEDULE
<br />HEADER
<br />LENGTH
<br />HEADER
<br />MEMBERS
<br />MINIMUM EFFECTIVE
<br />PROPERTIES PER STUD
<br />2'_TO_6'
<br />6'_TO_8'
<br />8'_TO_10'
<br />10'_TO 12'__(2)
<br />-12' _TO 14'
<br />14'_TO_16'
<br />16'_TO_18'
<br />18' TO 26'
<br />(2)_6"_x18 GAUGE
<br />(2) 6"_x16 GAUGE
<br />(2)_6"_x14 GAUGE
<br />8" X18 GAUGE
<br />(2) 8"_x 16 GAUGE
<br />(2) 8"_x14 GAUGE
<br />(2)10" x14 GAUGE
<br />2 12" x 16 GAUGE
<br />Ix = 2.042 Sx = 0.670
<br />Ix = 2.518 Sx = 0.839
<br />Ix = 3.094 Sx = 1.031
<br />Ix = 4.134 Sx = 1.033
<br />Ix = 5.110 Sx = 1.277
<br />Ix = 6.303 Sx = 1.576
<br />Ix = 12.325 Sx = 2.456
<br />Ix = 15.730 Sx = 2.334
<br />METAL STUD
<br />DOUBLE MTL STUD
<br />AT JAMBS
<br />BOX BEAM BOTTOM TRACK
<br />TOP TRACK
<br />2 STUD
<br />HEADERS
<br />FINISH AS
<br />INDICATED
<br />BATT
<br />INSULATION
<br />BOTTOM TRACK
<br />PC 18 GA TRACK
<br />VARIES
<br />SECTION B lei
<br />SECTION A
<br />17 DETAIL - HEADER
<br />A7.0 1 1/211 = 11 011
<br />NOTE: SHEET METAL HOOD; COORDINATE
<br />1. DETAIL ELIMINATES PITCH POCKETS FOR PIPING WITH MECH SHEETS FOR REQ'D
<br />PENETRATIONS THROUGH THE ROOF. PITCH POCKET NUMBER OF LINES SETS AND SIZE OF
<br />INSTALLATIONS ARE PROHIBITED. OPENING REQ'D.
<br />2. ATTACHED TREATED WOOD NAILER TO DECK WITH SHEET METAL OR FLEX TUBE
<br />SUITABLE FASTNER AS REQ'D PER LOCAL AHJ. COLLAR. PROVIDE CONT.
<br />BEAD OF SEALANT AT COLLAR
<br />3. PROVIDE MIN 2" BETWEEN PIPES AND 4" MIN
<br />CLEARANCE FROM PIPE TO TOP OF CURB. INSULATE VOID AS REQ'D TO
<br />0
<br />COOLER WALL
<br />= _
<br />PER MANUFACTURER
<br />inU
<br />w
<br />EXTEND FINISH
<br />12" MIN. TYP.
<br />REQUIRED GAP PER
<br />MANUFACTURER
<br />— — -
<br />SECTION @ PIPE PORTAL
<br />1 1/2" =1'-0"
<br />CMU BLOCK WALL; REF
<br />STRUCTURAL DRAWINGS
<br />BUILDING FINISH AS
<br />SCHEDULED
<br />PREVENT CONDENSATION
<br />SHEET MTL FLASHING RECEIVER WITH
<br />GASKETED FASTENERS @ MIN 18" O.C.
<br />AROUND PERIMETER OF PIPE PORTAL;
<br />Z PROVIDE PROPER FASTENING
<br />SCHEDULE AS REQ'D PER LOCAL AHJ.
<br />REMOVABLE COUNTER FLASHING
<br />OVER FASTNERS @ 8" O.C.
<br />ROOFING MEMBRANE TO EXTEND
<br />MIN OF 2" ABOVE CANT
<br />SINGLE PLY ROOFING MEMBRANE
<br />OVER LAP FLASHING AS REQ'D PER
<br />ROOFING MEMBRANE SPECIFICATIONS
<br />WOOD CANT AS REQ'D TO BRACE CURB
<br />INTERIOR
<br />WALL COVERING
<br />AS SCHEDULED
<br />MIN R-19 INSULATION
<br />3 5/8" METAL STUDS
<br />@ 24" O.C.
<br />A
<br />A7.0
<br />METAL STUD HEADER
<br />PC 18 GA TRACK WITH (3) #10 TEK
<br />SCREWS EACH SIDE TO HEADER AND
<br />(6) #10 TEK SCREWS TO JAMB
<br />METAL STUD JAMB
<br />NOTE: _ 0
<br />WHEN THE THRESHOLD CREATES A TRANSITION g n
<br />BETWEEN TWO FLOOR SURFACE MATERIALS, THE TWO �!
<br />MATERIALS SHOULD NOT VARY IN THICKNESS OR DROP
<br />MORE THAN 1/4" BELOW TOP OF THRESHOLD VERTICALLY Q
<br />WHEN A 1:2 SLOPE IS NOT IN EXISTENCE.
<br />THRESHOLD DETAIL
<br />6" = 1'-0"
<br />EXTERIOR
<br />REINFORCE AND GROUT EACH
<br />SIDE OF JAMB PER STRUCTURAL.
<br />CMU BLOCK WALL; REF
<br />STRUCTURAL DRAWINGS
<br />MIN 1/2" STUCCO FINISH
<br />WALL TYPE RE
<br />TYPES SHEET,
<br />METAL STUD B
<br />BEAM HEADER
<br />CONTINUOUS
<br />SEALANT,
<br />EACH SIDE
<br />METAL FRAME
<br />DOORFRAME.
<br />ANCHORS, MIN
<br />JAMB
<br />DOOR AS SCHI
<br />REFERENCE SI
<br />DOOR HEAD / JAMB DETAIL
<br />3" = 1'-0"
<br />TILE FLOOR
<br />AS
<br />SCHEDULED
<br />SWEEP
<br />TRANSITION
<br />STRIP
<br />}, °
<br />a d •,
<br />°d - _ _ -4 °
<br />11 COOLER VAULT TRANSITION STRIP
<br />A7.0 3" = 1'-0"
<br />TRANSITION STRIP,
<br />DOOR
<br />REF A3.0
<br />HOLLOW METAL
<br />DOORFRAME
<br />NEW VCT,
<br />(BEYOND)
<br />REFERENCE
<br />TILE; REF FINISH
<br />FINISH
<br />SCHEDULE
<br />SCHEDULE A3.0
<br />CONT SEALANT AT
<br />DOOR FRAME CONCRETE FLOORING
<br />10 TILE / VCT TRANSITION STRIP
<br />W.R. GRACE PERM -A-
<br />f l '
<br />TOOLED MORTAR JOINT
<br />WALL FINISH, AS SCHEDULED;
<br />,_
<br />(4) 5" x 1/4" DIA MASONRY
<br />BARRIER MEMBRANE
<br />I I
<br />REFERENCE ROOM FINISH
<br />�.a°•
<br />o
<br />ANCHORS PER JAMB
<br />I
<br />SCHEDULE, SHEET A3.0
<br />I
<br />°.�
<br />1/2" GYP. BOARD
<br />I
<br />REINFORCED BOND
<br />d
<br />BEAM PER STRUCTURAL
<br />METAL J TRIM TO MATCH
<br />HORIZONTAL REINFORCING;
<br />EXTERIOR DOOR/FRAME
<br />3/4" PLYWOOD
<br />REF STRUCTURAL
<br />20 GA. SS SILL FLASHING WITH
<br />CORNER TRIM
<br />HEMMED EDGE AND END
<br />GYP BOARD
<br />SEALANT EACH SIDE
<br />WRAP WALL FINISH AS -
<br />DAMS TO MATCH DOOR.
<br />SCHEDULED
<br />MIN R-19 INSULATION
<br />H.M. DOOR AND FRAME
<br />AS SCHEDULED
<br />H.M. DOOR AND
<br />CONTINUOUS BACKER ROD
<br />FRAME AS SCHEDULED
<br />& SEALANT, BOTH SIDES
<br />3 5/8" MTL STUDS @ 24" O.C.
<br />-"
<br />I
<br />i •ly
<br />CMU BLOCK WALL; REF
<br />STRUCTURAL DRAWINGS I I
<br />EXTERIOR - HM DOORJAMB 6 DETAIL - HM DOOR HEAD
<br />.....
<br />11/2" = 1'-0"
<br />STOREFRONT
<br />REINFORCE AND
<br />WRAP WALL FINISH AS
<br />GROUT EACH SIDE
<br />SCHEDULED
<br />OF
<br />CORNER TRIM
<br />W.R. GRACE PERM -A -
<br />BARRIER MEMBRANE
<br />CMU BLOCK WALL;
<br />REF STRUCTURAL
<br />3-5/8" METAL STUDS
<br />DRAWINGS
<br />@ 24" O.C.
<br />=1 I
<br />INVERTED BOND BEAM
<br />MIN. 1/2"
<br />REF STRUCTURAL
<br />STUCCO FINISH
<br />°
<br />TOOLED MORTAR JOINT
<br />a
<br />CONTINUOUS BACKER
<br />MIN R-19
<br />-,
<br />ROD & SEALANT,
<br />INSULATION
<br />I
<br />_
<br />BOTH SIDES
<br />1/2" GYP. BOARD
<br />20 GA. SS SILL FLASHING
<br />a.
<br />°
<br />WITH HEMMED EDGE
<br />WALL COVERING AS
<br />_"•.
<br />AND END DAMS TO
<br />SCHEDULED
<br />MATCH STOREFRONT.
<br />DETAIL - STOREFRONT SILL
<br />A7.o 11/2" = 1'-0"
<br />a.o
<br />_
<br />1 1/2n -1,-0„
<br />TOOLED MORTAR JOINT
<br />'I
<br />7:..� . ..
<br />STUD WALL WHERE
<br />;.=
<br />1. �..:::;
<br />OCCURS OR WALK IN
<br />PERM -A -BARRIER
<br />•�:
<br />I 1
<br />COOLER WALL, REF WALL
<br />BY W.R. GRACE
<br />:T
<br />TYPE SCHEDULE.
<br />BASE, AS SCHEDULED;
<br />20 GA. SS SILL FLASHING
<br />BASE, SEE FINISH
<br />REFERENCE ROOM FINISH
<br />j.
<br />WITH HEMMED EDGE
<br />SCHEDULE
<br />SCHEDULE, SHEET A3.0
<br />AND END DAMS TO
<br />METAL RUNNER WITH 1
<br />MATCH STOREFRONT.
<br />1/2" X 0.145 SHOT PIN AT
<br />FINISH FLOOR AS
<br />'-
<br />16" O.C. TO CONCRETE
<br />SCHEDULED
<br />CONTINUOUS BACKER
<br />SLAB WITH MIN. 1 1/8".
<br />STOREFRONT
<br />ROD &SEALANT,
<br />USE HILTI XU SERIES
<br />SILICONE CAULK
<br />BOTH SIDES
<br />ESR-2269 PINS LARR #
<br />JOINT
<br />a m'_ •. . < " = - a_
<br />° °d
<br />d25675 CONCRETE SLAB;
<br />BLOCK WALL; REF
<br />FLOOR AS
<br />SEALANT
<br />REF STRUCTURAL d
<br />DRAWINGS
<br />,
<br />,
<br />�CMU
<br />d.
<br />`�STRUCTURAL
<br />,p
<br />FINISH SCHEDULE
<br />REFERENCE A3.0
<br />20 GA. SS SILL FLASHING
<br />�°,
<br />° d.d,
<br />CONCRETE EXPANSION JOINT 4° . - a ; °
<br />°..
<br />MIN 1/2" STUCCO FINISH
<br />` ' 9
<br />d,• - °=4
<br />WITH HEMMED EDGE
<br />4 $ d ;
<br />REINFORCE AND GROUT
<br />_8 4_ - < _
<br />°
<br />AND END DAMS TO
<br />_ d
<br />`"
<br />EACH SIDE OF JAMB
<br /><� "
<br />"
<br />°
<br />_ .
<br />Q "
<br />EXISTING CONCRETE
<br />°
<br />. d
<br />CONCRETE - a
<br />MATCH STOREFRONT.
<br />°
<br />°' a ° '
<br />PER STRUCTURAL.
<br />a•
<br />SLAB
<br />a
<br />SLAB ON '"
<br />9• . °
<br />-: ``� _Ia
<br />GRADE p
<br />° _ d�
<br />iv
<br />a
<br />WALL CONNECTION DETAIL (TYP)
<br />STOREFRONT SILL
<br />1
<br />DETAIL - BASE
<br />=
<br />—V
<br />A7.o 1 1/2" = V-0"
<br />° °4.
<br />A7.o -... 3" =1'-0"
<br />I
<br />MIN. 1/2" STUCCO
<br />FINISH
<br />BLOCKFLASH PAN W/
<br />INTEGRAL
<br />CONCAVED WEEP
<br />SPOUT &
<br />INSECT GUARDS AS
<br />RECOMMENDED PER
<br />MFG.SPECS
<br />iv PAVFn SURFACF
<br />w
<br />FINISH GRADE Q
<br />>
<br />1P
<br />106 N 37TH STREET, SUITE C
<br />ROGERS, ARKANSAS 72756
<br />W W W. BATESARCH ITECTS.CO M
<br />TEL: 479.633.8165
<br />Copyright 2016 Bates & Associates, Architects
<br />E Drawings and Specifications as instruments of service are and shall remain
<br />the property of the Architect. They are not to be used on other projects or
<br />extensions to this project except by agreement in writing and with
<br />appropriate compensation to the Architect.
<br />Contractor is responsible for confirming and correlating dimensions at job
<br />site; the Architect will not be responsible for construction means, methods,
<br />techniques, sequences or procedures, or for safety precautions and
<br />programs in connection with the project.
<br />SITE/STORE #:
<br />37745
<br />CONSTRUCTION MANAGER
<br />CREIGHTON COMMERCIAL DEVELOPMENT
<br />900 SW PINE ISLAND ROAD, SUITE 202
<br />CAPE CORAL, FL 33991
<br />TENANT
<br />7-ELEVEN INC.
<br />1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201
<br />CONTACT: DANIELTUBB
<br />STRUCTURAL CONSULTANT
<br />SELECT STRUCTURAL
<br />12573 NEW BRITTANY BLVD FORT MYERS, FL 33907
<br />CONTACT: SHAWN ANDERSON
<br />MEP CONSULTANT
<br />WALTER J. FITZGERALD, P.E.
<br />2566 NEBRASKA AVE., PALM HARBOR, FL 34684
<br />CONTACT: (813) 785-7526
<br />L� O
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<br />B s,
<br />AR97905 16�
<br />Architect Name - RYAN M FAUST
<br />Architect Number - AR97905
<br />THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH
<br />THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR
<br />ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER
<br />DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED
<br />FOR ANY PART OR PARTS OF THE PROJECT.
<br />REVISIONS
<br />NO. DATE DESCRIPTION
<br />A PROJECT NUMBER:
<br />RELEASE DATE:
<br />DETAILS
<br />0
<br />16018
<br />03/31/2016
<br />6 5 4 3 2 1
<br />
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