|
1. ALL METAL STUDS USED SHALL BE PER ICC-ESR-3064P.
<br />2. ALL BRIDGING, BLOCKING OR END BEARING STIFFENERS SHALL BE AS REQUIRED BY
<br />MANUFACTURER UNLESS NOTED OTHERWISE ON THE DRAWINGS.
<br />3. ALL STUDS SHALL CONFORM TO ICC-ESR-3064P.
<br />4. UNLESS OTHERWISE NOTED ON PLANS, SEE FOLLOWING GUIDELINE FOR STUD SIZE &
<br />SPACING FOR INTERIOR PARTITIONS (DRYWALL FINISH ON BOTH SIDES).
<br />5. TOP WIDE FLANGE SLIP TRACK ATTACHED TO STRUCTURE SHALL BE PER SCHEDULE
<br />BELOW.
<br />6. PROVIDE NO. 6 TYPE 'S' DRYWALL SCREWS SPACED @ 12" O.C. FOR STUDS @ 24"
<br />SPACING, & 16" O.C. FOR STUDS @ 12" & 16" SPACING.
<br />7. PROVIDE 16 GA. SLIP TRACK WHERE NOTED
<br />COMPOSITE LIMITING HEIGHTS, DEFLECTION LIMIT L/120, 5 PSF
<br />SIZE
<br />362S125-33
<br />400S125-33
<br />600S125-33
<br />SPACING
<br />16"
<br />12"
<br />16"
<br />HEIGHT
<br />21' -1"
<br />25' -3"
<br />32' -1"
<br />SPACING
<br />24"
<br />24"
<br />24"
<br />HEIGHT
<br />17' -5"
<br />20' -1"
<br />27' -10"
<br />NOTE:
<br />FASTENER PENETRATION: WOOD
<br />PENETRATION SHALL BE LONG ENOUGH TO PENETRATE INTO WOOD FRAMING MEMBERS NOT
<br />LESS THAN:
<br />• SCREWS -5/8"
<br />• NAILS -3/4"
<br />FASTENER PENETRATION: STEEL
<br />• SCREWS INTO METAL MEMBERS NOT LESS THAN 3/8"
<br />GYP. BD.
<br />THICKNESS
<br />5/8"
<br />5/8"
<br />5/8"
<br />5/8"
<br />5/8"
<br />ERECTION OF
<br />FRAMING
<br />HORIZONTAL
<br />VERTICAL
<br />HORIZONTAL
<br />VERTICAL
<br />HORIZONTAL
<br />MAX. FRAMING
<br />SPACING
<br />24" O.C.
<br />16" O.C.
<br />16" O.C.
<br />24" O.C.
<br />24" O.C.
<br />MAX. NAIL
<br />SPACING
<br />8" O.C.
<br />8" O.C.
<br />7" O.C.
<br />7" O.C.
<br />8" O.C.
<br />MAX. SCREW
<br />SPACING
<br />12" O.C.
<br />16" O.C.
<br />12" O.C.
<br />12" O.C.
<br />12" O.C.
<br />TYPE SCREWS
<br />TYPE 'S' SCREWS
<br />TYPE 'S-12' SCREWS
<br />TYPE 'W' SCREWS
<br />ATTACHMENT APPLICATION
<br />GYP. TO LIGHT-GA. STL. FRAMING (NON-LOAD BEARING)
<br />GYP. TO HEAVY-GA. STIL. FRAMING (STRUCTURAL)
<br />GYP. TO WOOD FRAMING
<br />SCREW TYPE & APPLICATION TABLE
<br />FASTENER SPACING - (1) LAYER GYP. BD.
<br />2"
<br />1/2"1/2"
<br />(1) LAYER 5/8"
<br />GYP.BD. EA. SIDE
<br />MTL. STUD WALL PER
<br />PLAN W/ BATT INSUL.
<br />MTL. BOX BEAM @
<br />HEAD
<br />PROVIDE SEALANT
<br />@ BOTH SIDES, TYP.
<br />PAINTED H.M. FRAME
<br />JAMB BEYOND
<br />S.C.W. DOOR WITH WD
<br />VNR FINISH
<br />2"
<br />1/
<br />2
<br />"
<br />1/
<br />2
<br />"
<br />(1) LAYER 5/8" GYP.BD.
<br />BOTH SIDES
<br />MTL. STUD WALL PER
<br />PLAN W/ BATT INSUL.
<br />DBL. MTL. STUD
<br />PROVIDE SEALANT
<br />@ BOTH SIDES, TYP.
<br />PAINTED H.M. FRAME
<br />S.C.W. DOOR WITH WD
<br />VNR FINISH
<br />H.M. JAMB BEYOND
<br />BURKE TRANSITION STRIP AS RQ'D
<br />FLOORING -VERIFY
<br />1
<br />2
<br />MAX. SLOPE
<br /> 1/
<br />4
<br />"
<br />
<br />M
<br />A
<br />X
<br />.
<br />S.C.W. DOOR WITH WD
<br />VNR FINISH
<br />5/
<br />8
<br />"
<br />1
<br />1
<br />/
<br />4
<br />"
<br />5/
<br />8
<br />"
<br />2
<br />1
<br />/
<br />2
<br />"
<br />1"1/4"
<br />SIDE VIEW
<br />SECTION
<br />WIDTH VARIES
<br />STUD WALL
<br />ISOMETRIC
<br />1/
<br />2
<br />"
<br />1
<br />1
<br />/
<br />4
<br />"
<br />1
<br />1
<br />/
<br />4
<br />"
<br />DRYWALL SCREWS, TYP.
<br />#8 x 9/16" WAFERHEAD
<br />FRAMING SCREWS @ EA. STUD
<br />TO TRACK (16" O.C. MAX.), TYP.;
<br />ENGAGE SCREWS @ LEAST 3
<br />THREADS -DO NOT FULLY
<br />TIGHTEN SCREWS
<br />METAL STUD WALL
<br />SLOTTED TRACK
<br />STRUCTURE
<br />(2) #10 SMS SCREWS
<br />@ 16" O.C.
<br />DIAGONAL BRACE
<br />WHERE OCCURS
<br />2x WD. BLKG. TO
<br />MATCH PURLIN SIZE
<br />(E) INSULATION W/
<br />SCRIM
<br />(E) ROOF SHEATHING &
<br />FRAMING -VERIFY
<br />16 GA. MIN.
<br />SLOTTED TRACK
<br />#8 WAFERHEAD
<br />SCREW EA. SIDE
<br />(2) #10 SCREWS
<br />PER MEMBER
<br />A8.1
<br />4
<br />EXTEND WALL FRAMING,
<br />FINISH AND INSULATION TO
<br />B.O. ROOF DECKING
<br />1
<br />1
<br />/
<br />2
<br />"
<br />(E) PLYWD. ROOF SHEATHING
<br />(2) 2x WD. BLKG. TO
<br />MATCH PURLIN SIZE
<br />(E) INSULATION W/ SCRIM
<br />(E) PURLIN FRAMING
<br />16 GA. MIN.
<br />SLOTTED TRACK
<br />#8 WAFERHEAD
<br />SCREW EA. SIDE
<br />ACOUS. INSUL. FULL
<br />DEPTH OF STUD
<br />5/8" GYP.BD. EA. SIDE,
<br />PROVIDE FASTENERS
<br />PER
<br />(2) #10 SCREWS
<br />PER MEMBER
<br />MI
<br />N
<br />.
<br />1/
<br />2
<br />"
<br />A8.1
<br />4
<br />1
<br />1
<br />/
<br />2
<br />"
<br />PARALLEL
<br />PERPENDICULAR
<br />MTL STUDS
<br />PER
<br />10
<br />A8.1
<br />9
<br />A8.1
<br />ACOUS. INSUL. FULL
<br />DEPTH OF STUD
<br />5/8" GYP.BD. EA. SIDE,
<br />PROVIDE FASTENERS
<br />PER
<br />MTL STUDS
<br />PER
<br />10
<br />A8.1
<br />9
<br />A8.1
<br />(E) CONC. SLAB
<br />FLOORING PER FIN. SCHED.
<br />SEALANT EA. SIDE
<br />WALL BASE PER FIN.
<br />SCHED.
<br />HILTI X-U UNIVERSAL
<br />POWER-DRIVEN FASTENER
<br />W/ 1" MIN. EMBED @ 16"
<br />O.C. (ICC #ESR 2269)
<br />ACOUS. INSUL. FULL
<br />DEPTH OF STUD
<br />5/8" GYP.BD. EA. SIDE,
<br />PROVIDE FASTENERS
<br />PER
<br />MTL STUDS
<br />PER
<br />10
<br />A8.1
<br />9
<br />A8.1
<br />ASSISTIVE
<br />LISTENING
<br />SYSTEMS
<br />AVAILABLE
<br />R 1/2" TYP.
<br />NOTES:
<br />1. MIN. 1" LETTERS & NUMBERS WITH CONTRASTING BACKGROUND.
<br />2. LOCATE SIGN IN VISIBLE LOCATION OR AS DETERMINED BY THE FIRE MARSHAL.
<br />3. MOUNT AT HEIGHT PER
<br />0'
<br />
<br />-
<br />
<br />6
<br />"
<br />1' - 0"
<br />16
<br />A8.1
<br />MAXIMUM
<br />OCCUPANCY
<br />XX PERSONS
<br />R 1/2" TYP.
<br />NOTES:
<br />1. MIN. 1" LETTERS & NUMBERS WITH CONTRASTING BACKGROUND.
<br />2. LOCATE SIGN IN VISIBLE LOCATION OR AS DETERMINED BY THE FIRE MARSHAL.
<br />3. MOUNT AT HEIGHT PER
<br />0'
<br />
<br />-
<br />
<br />6
<br />"
<br />16
<br />A8.1
<br />SEE SIGNAGE NOTES, FOR MORE INFO.
<br />SIGNS SHALL BE MOUNTED AT LATCH SIDE OF DOOR PER
<br />EXIT
<br />R 1/2" , TYP.
<br />6"
<br />4"
<br />BRAILLE TEXT, TYP.
<br />RAISED TACTILE TEXT, TYP.
<br />WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS & SPACES, RAISED LETTERS
<br />SHALL ALSO BE PROVIDED. THESE LETTERS SHALL BE SANS SERIF UPPERCASE SIZED PER
<br />11B-703.5, AND ACCOMPANIED BY GRADE 2 BRAILLE SIZED PER 11B-703.3.1.
<br />16
<br />A8.1
<br />11
<br />A8.1
<br />TYP.
<br />9"EQ EQ
<br />60
<br />"
<br />
<br />M
<br />A
<br />X
<br />
<br />A
<br />.
<br />F
<br />.
<br />F
<br />.
<br />
<br />T
<br />O
<br />
<br />H
<br />I
<br />G
<br />H
<br />E
<br />S
<br />T
<br />
<br />C
<br />H
<br />A
<br />R
<br />A
<br />C
<br />T
<br />E
<br />R
<br />S
<br />48
<br />"
<br />
<br />M
<br />A
<br />X
<br />
<br />A
<br />.
<br />F
<br />.
<br />F
<br />.
<br />
<br />T
<br />O
<br />
<br />L
<br />O
<br />W
<br />E
<br />S
<br />T
<br />
<br />B
<br />R
<br />A
<br />I
<br />L
<br />L
<br />E
<br />F.F.
<br />48" MIN. A.F.F. OR GROUND
<br />SURFACE, MEASURED FROM
<br />BASELINE OF LOWEST LINE
<br />OF BRAILLE CELLS & 60" MAX.
<br />A.F.F. OR GROUND SURFACE,
<br />MEASURED FROM BASELINE
<br />OF HIGHEST LINE OF RAISED
<br />CHARACTERS PER C.B.C.
<br />11B-703.4.1
<br />58
<br />"
<br />
<br />M
<br />I
<br />N
<br />.
<br />-
<br />6
<br />0
<br />"
<br />
<br />M
<br />A
<br />X
<br />.
<br />,
<br />
<br />T
<br />Y
<br />P
<br />.
<br />ME
<br />A
<br />S
<br />U
<br />R
<br />E
<br />D
<br />
<br />F
<br />R
<br />O
<br />M
<br />
<br />C
<br />E
<br />N
<br />T
<br />E
<br />R
<br />
<br />O
<br />F
<br />
<br />S
<br />I
<br />G
<br />N
<br />
<br />TO
<br />
<br />F
<br />.
<br />F
<br />.
<br />
<br />P
<br />E
<br />R
<br />
<br />C
<br />.
<br />B
<br />.
<br />C
<br />.
<br />
<br />7
<br />0
<br />3
<br />.
<br />7
<br />.
<br />2
<br />.
<br />6
<br />WALL SIGN ALONG LATCH SIDE OF
<br />DOOR (OR NEAREST ADJACENT
<br />WALL) W/ CLEAR FLOOR SPACE OF
<br />18" x 18", CENTERED ON TACTILE
<br />CHARACTERS, PROVIDED BEYOND
<br />ARC OF DOOR SWING, TYP. PER
<br />C.B.C. 11B-703.4.2
<br />DOOR SIGN, TYP.
<br />1. CHARACTER TYPE:
<br />CHARACTERS ON SIGNS SHALL BE RAISED 1/32" (0.794 MM) MINIMUM & SHALL BE SANS
<br />SERIF UPPERCASE CHARACTERS ACCOMPANIED BY BRAILLE (SEE NOTE #4 BELOW).
<br />2. CHARACTER SIZE:
<br />RAISED CHARACTERS SHALL BE A MINIMUM OF 5/8" (15.9 MM) & A MAXIMUM OF 2" (51
<br />MM) HIGH, BASED ON HEIGHT OF UPPERCASE LETTER "I". ( C.B.C. 11B-703.2.5)
<br />3. PROPORTIONS:
<br />VISUAL CHARACTERS ON SIGNS SHALL BE SELECTED FROM FONTS WHERE WIDTH OF
<br />UPPERCASE LETTER "O" IS 60% MINIMUM & 110% MAXIMUM OF HEIGHT OF UPPERCASE
<br />LETTER "I". STROKE THICKNESS OF UPPERCASE LETTER "I" SHALL BE 15% MAXIMUM OF
<br />HEIGHT OF CHARACTER. (C.B.C. 11B-703.2.4 & 11B-703.2.6)
<br />4. BRAILLE:
<br />CONTRACTED (GRADE 2) BRAILLE SHALL BE USED WHEREVER BRAILLE IS REQUIRED IN
<br />OTHER PORTIONS OF THESE STANDARDS. BRAILLE DIMENSIONS SHALL COMPLY WITH
<br />C.B.C. TABLE 11B-703.3.1.
<br />MI
<br />N
<br />.
<br /> 0.
<br />3
<br />9
<br />5
<br />"
<br />MA
<br />X
<br />.
<br /> 0
<br />.
<br />4
<br />0
<br />0
<br />"
<br /> 0.100"
<br /> 0.300"
<br /> 0.
<br />0
<br />5
<br />9
<br />
<br />M
<br />I
<br />N
<br />.
<br /> 0.
<br />0
<br />6
<br />3
<br />
<br />M
<br />A
<br />X
<br />.
<br />0.
<br />0
<br />3
<br />7
<br />"
<br />
<br />M
<br />A
<br />X
<br />.
<br /> 0.
<br />0
<br />2
<br />5
<br />"
<br />
<br />M
<br />I
<br />N
<br />.
<br />BRAILLE DOT
<br />RAISED SECTION:
<br />ROUNDED DOT (ACCEPTABLE)
<br />SQUARE DOT (NOT ACCEPTABLE)
<br />BRAILLE CELL
<br />WALL PER PLAN
<br />GYP. BD. PER WALL
<br />TYPE
<br />ACOUSTIC BATT
<br />INSULATION, FULL-DEPTH
<br />OF STUD
<br />SECTION
<br />PLAN
<br />HEADER PER STRUCT.
<br />1/8" CLR TEMPERED GLASS,
<br />ANGLED
<br />1/4" CLEAR OR TINTED
<br />LAMINATED SAFETY GLASS
<br />CONT. ACOUSTIC
<br />SEALANT, TYP.
<br />CONT. ACOUSTIC
<br />SEALANT, TYP.
<br />1/4" CLEAR OR TINTED
<br />LAMINATED SAFETY
<br />GLASS
<br />WALL PER PLAN
<br />GYP. BD. PER WALL TYPE
<br />1/8" CLR TEMPERED GLASS,
<br />ANGLED
<br />12 GA. STEEL FRAME,
<br />POWDER-COATED WITH
<br />SELF-TAPPING MTL
<br />SCREWS @ 12" O.C.
<br />1"
<br />1"
<br />ACOUSTIC FOAM
<br />UNDERNEATH LINER
<br />ACOUND ENTIRE FRAME
<br />1"
<br />1/8" THK FOAM
<br />GLAZING TAPE
<br />ACOUSTIC FOAM
<br />UNDERNEATH LINER
<br />ACOUND ENTIRE FRAME
<br />1/8" THK FOAM
<br />GLAZING TAPE
<br />12 GA. STEEL FRAME,
<br />POWDER-COATED WITH
<br />SELF-TAPPING MTL
<br />SCREWS @ 12" O.C.
<br />NOTES
<br />A. WINDOW FRAMES SHALL BE 1 ¼ IN. THICK FABRICATED FROM NOT LESS THAN 12 GAUGE STEEL,
<br />REINFORCED AND FILLED WITH SOUND-ABSORBING ACOUSTIC FILL, INSIDE AND OUTSIDE
<br />CORNERS SHALL BE MITERED AND INTERLOCKED TO HAIRLINE MEASUREMENTS, MADE SQUARE,
<br />CONTINUOUSLY WELDED , AND GROUND SMOOTH, FLUSH, AND INVISIBLE.
<br />B. STOPS SHALL BE UP TO 1 INCH THICK AND READILY REMOVABLE, FABRICATED FROM NOT LESS
<br />THAN 16 GAUGE ROLLED STEEL SECTIONS PREDRILLED AND ALIGNED WITH FRAME TO FORM
<br />TIGHT SQUARE ACOUSTICAL JOINT. STOP FASTENERS SHALL BE CONCEALED.
<br />C. ACOUSTIC SEALS FOR GLAZING SHALL BE VIBRATION-ISOLATING RESILIENT CLOSED-CELL
<br />POLYETHYLENE FOAM GLAZING TAPE. GLAZING TAPE MUST BE DESIGNED TO WITHSTAND
<br />ENVIRONMENTAL BREAKDOWN AND MAINTAIN AN EFFECTIVE SEAL.
<br />8
<br />I
<br />N
<br />.
<br />
<br />M
<br />I
<br />N
<br />.
<br />4
<br />I
<br />N
<br />.
<br />
<br />M
<br />I
<br />N
<br />.
<br />EXISTING ROOF MEMBRANE -VERIFY
<br />SARNAFIL FLASHING MEMBRANE,
<br />HOT-AIR WELD
<br />SPECIFIED SARNAFIL SECUREMENT
<br />SARNAFIL FLASHING TO ACCEPTABLE
<br />SUBSTRATE
<br />MTL. EXTENDER PIECE AS REQ.
<br />SIKAFLEX -1A SEALANT (SEE NOTE)
<br />GROMMETTED FASTENER 12" O.C.
<br />MECHANICAL EQUIPMENT WITH FABRICATED
<br />CURB AS SPECIFIED
<br />NOTE: MTL. EXTENDER PIECE IS REQ. IF EXISTING COUNTERFLASHING IS CONTAMINATED &/OR
<br />COUNTERFLASHING FASCIA IS LESS THAN 4" WIDE. FASTENED 12" O.C. W/ GROMMETTED FASTENER.
<br />FRAMING O/ SLOPED/SHAPED CURB -SEE
<br />STRUCT & MECH PLANS FOR FULL SCOPE
<br />EXIT
<br />ROUTE
<br />R 1/2" , TYP.
<br />6"
<br />6"
<br />BRAILLE TEXT, TYP.
<br />RAISED TACTILE TEXT, TYP.
<br />SEE SIGNAGE NOTES, FOR MORE INFO.
<br />SIGNS SHALL BE MOUNTED AT LATCH SIDE OF DOOR PER
<br />16
<br />A8.1
<br />11
<br />A8.1
<br />MTL. PANEL AS SPECIFIED
<br />MTL STUDS PER WALL TYPE
<br />CORNER BEAD, TYP.
<br />CONT. BACKER ROD AND
<br />SEALANT
<br />FOAM CLOSURE (WHERE
<br />OCCURS)
<br />METAL CLOSURE / HEAD TRIM
<br />WITH DRIP EDGE PER MANUF.
<br />(PROVIDE J-METAL TRIM AT
<br />SHEATHING)
<br />DOOR AS SPECIFIED
<br />INTERIOR
<br />EXTERIOR
<br />GYP. BD. FINISH
<br />EXTERIOR SHEATHING PER
<br />WALL TYPE
<br />TYVEK COMMERCIAL WRAP
<br />UP/AROUND OPENING
<br />HEADER PER STRUCT.
<br />DOOR PER SCHED.
<br />JAMB BEYOND
<br />ALUM. THRESHOLD; CUT
<br />DOWN, MITER & SCRIBE
<br />ENDS; SET IN CONT.
<br />SEALANT
<br />1
<br />2
<br />MAX. SLOPE
<br /> 1/
<br />4
<br />"
<br />
<br />M
<br />A
<br />X
<br />.
<br />(E) CONC. SLAB & ADJ.
<br />PAVING -V.I.F.
<br />(E) OR NEW EXPANSION JT
<br />FILLER (1/2")
<br />INTERIOREXTERIOR
<br />METAL PANEL AS SPECIFIED
<br />TYVEK COMMERCIAL WRAP
<br />SHEATHING AS SPECIFIED
<br />STUD WALL PER PLAN
<br />5/8" GYP. BD.
<br />EXIST CONC. WALL &
<br />OPENING
<br />AL
<br />I
<br />G
<br />N
<br />LINE OF (E) CONC.WALL
<br />BEYOND
<br />TRIM PER MTL PANEL MANUF.
<br />WITH CONT. SEALANT
<br />MIN. CONT. 600T162-54 TOP
<br />TRACK W/ HILTI X-U 0.157 DIA.
<br />W/ 1" MIN EMBEDMENT @ 16"
<br />O.C. (ESR 2269)
<br />A
<br />METAL PANEL AS SPECIFIED
<br />TYVEK COMMERCIAL WRAP
<br />SHEATHING AS SPECIFIED
<br />STUD WALL PER PLAN
<br />METAL PANEL CLOSURE
<br />TRIM WITH DRIP EDGE PER
<br />MANUF. -OVERLAP
<br />WATERPROOF MEMBRANE
<br />AS SHOWN
<br />5/8" GYP. BD.
<br />EXISTING CONC. SLAB
<br />& PAVING
<br />SLOPE 2% -VERIFY
<br />LINE OF (E) CONC.WALL BEYOND
<br />0'
<br />
<br />-
<br />
<br />6
<br />"
<br />2
<br />3
<br />/
<br />1
<br />6
<br />"
<br />3"
<br />CONC. CURB -PAINT TO
<br />MATCH CONC. WALL
<br />WIDTH OF OPENING - VERIFY
<br />CONT. BOTTOM TRACK
<br />WITH ATTACHMENT &
<br />EMBEDMENT PER
<br />STRUCT.
<br />REBAR & EMBEDMENT
<br />OF DOWELS INTO (E)
<br />CONC. PER STRUCT.
<br />SHIM AS REQUIRED
<br />CONT. BACKER ROD AND
<br />SEALANT
<br />DOOR AS SPECIFIED
<br />INTERIOR
<br />EXTERIOR
<br />C/L
<br />EXISTING CONC. TILT-UP
<br />WALL
<br />MASONRY ANCHOR AS
<br />REQUIRED
<br />M. STEVEN
<br />CAMP
<br />C-18,407
<br />JUN. 30, 2027
<br />RENEWAL DATESTATEOFCALIFORNIA
<br />LICENSED A RCHITECT
<br />PROJECT ARCHITECT:
<br />PROJECT MANAGER:
<br />DRAWN BY:
<br />PROJECT NUMBER:
<br />All ideas, designs and plans indicated or represented
<br />by these drawings are owned by and are the property
<br />of Elements Architecture, Inc. and were created and
<br />developed for use in connection with the specified
<br />project. None of such ideas, designs, or plans shall
<br />be used for any purpose whatsoever without the
<br />written permission of Elements Architecture.
<br />Elements Architecture, Inc.
<br />PROJECT NAME:
<br />NO.DESCRIPTION DATE
<br />M. Steven Camp, AIA
<br />Scott Holland, AIA
<br />PROJECT ADDRESS:
<br />SHELLEY MACDONALD
<br />EA
<br />SHELLEY MACDONALD
<br />STAMPED/SIGNED: 04/08/2026
<br />4/
<br />9
<br />/
<br />2
<br />0
<br />2
<br />6
<br />
<br />7
<br />:
<br />5
<br />2
<br />:
<br />5
<br />2
<br />
<br />A
<br />M
<br />21.105
<br />TENANT
<br />IMPROVEMENT
<br />(PHASE 3)
<br />2909 DAIMLER STREET
<br />SANTA ANA, CA 92705
<br />A8.1
<br />DETAILS
<br />COMPASS BIBLE CHURCH,
<br />TUSTIN SANTA ANA
<br />12" = 1'-0"10INT. PARTITION SCHEDULE
<br />12" = 1'-0"9GYP. BD. FASTENER SCHEDULE
<br />3" = 1'-0"7TYP. INTERIOR DOOR HEAD
<br />3" = 1'-0"6TYP. INTERIOR DOOR JAMB
<br />3" = 1'-0"12TYP. INTERIOR DOOR SILL
<br />3" = 1'-0"4SLIP TRACK
<br />3" = 1'-0"2PARTITION @ ROOF
<br />3" = 1'-0"1PARTITION @ FLOOR
<br />3" = 1'-0"20ASSISTIVE LISTENING SIGNAGE
<br />3" = 1'-0"19MAX OCCUPANCY SIGNAGE
<br />3" = 1'-0"17TACTILE EXIT SIGNAGE
<br />1/2" = 1'-0"16SIGN MOUNTING 12" = 1'-0"11SIGNAGE NOTES
<br />1 1/2" = 1'-0"14INTERIOR ACOUSTIC WINDOW
<br />6" = 1'-0"13ROOFTOP UNIT CURB
<br />3" = 1'-0"18TACTILE EXIT ROUTE SIGNAGE
<br />3" = 1'-0"25EXT. DOOR HEAD (JAMB SIM)
<br />3" = 1'-0"24EXTERIOR DOOR SILL
<br />3" = 1'-0"23EXT. WALL INFILL @ HEAD/JAMB
<br />3" = 1'-0"22EXT. WALL INFILL @ SLAB
<br />3" = 1'-0"21EXT. DOOR HD @ CONC. (JAMB SIM)
<br />A PLAN CHECK CORRECTION 04-08-26
<br />2909 DAIMLER STREET, SANTA ANA, CA 92705
<br />INTERIOR T.I. OF EXISTING CHURCH BUILDING
<br />COMPASS BIBLE CHURCH (TENANT)
<br />DAIMLER COMMERCE PARTNERS, LP
<br />(714) 290 -2593
<br />0
<br />N/A
<br />101126784
<br />101126784 (BUILDING)
<br />20188132 (ELECTRICAL)
<br />40141367 (MECHANICAL)
<br />0
<br />NO IMPACT -IMPROVEMENTS TO PROVIDE FULL DISABLED ACCESS COMPLIANCE WERE ALREADY COMPLETED,
<br />AS PART OF PHASE 1 OF THE PROJECT, UNDER 101109480
<br />NO REQUIRED IMPROVEMENTS -IMPROVEMENTS TO PROVIDE FULL DISABLED ACCESS COMPLIANCE WERE
<br />ALREADY COMPLETED, AS PART OF PHASE 1 OF THE PROJECT, UNDER 101109480
<br />0; IMPROVED TO FULL
<br />COMPLIANCE IN PHASE 1
<br />N/A -NO PUBLIC WAY
<br />1
<br />0; IMPROVED TO FULL
<br />COMPLIANCE IN PHASE 1
<br />0; IMPROVED TO FULL
<br />COMPLIANCE IN PHASE 1
<br />0; IMPROVED TO FULL
<br />COMPLIANCE IN PHASE 1
<br />0; IMPROVED TO FULL
<br />COMPLIANCE IN PHASE 10; IMPROVED TO FULL
<br />COMPLIANCE IN PHASE 10; IMPROVED TO FULL
<br />COMPLIANCE IN PHASE 1
<br />N/A
<br />M. STEVEN CAMP, ELEMENTS ARCHITECTURE
<br />6B LIBERTY, SUITE 100, ALISO VIEJO, CA 92656
<br />949-488-0865
<br />04-08-2026
<br />275,000
<br />$275,000
<br />(INCLUDED)
<br />(INCLUDED)
<br />$275,000
<br />$55,000
<br />A
<br />A
|