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WINDOW SCHEDULE ALCAN / Wood frame
QTY I CODE I TYPE I WIDTH I HEIGHT I REMARKS
2
Cl/2 33
SINGLE HUNG
26 1/4"
38 3/4"
058C.
I
C23
SINGLE HUNG
31 114"
3B 3/4"
5
C24
SINGLE HUNG
311/4"
51 1/8"
3
C25
SINGLE HUNG
53 3/8"
63 I/2"
I
C24 ARCH
SINGLE HUNG
311/4"
81 I/2"
311/4"x1B 1/0" HALF RD ABV
I
ARCHTOP
FIXED
3(p"
26"
OVER FRONT OR
NOTE: ALL WINDOWS AND DOORS TO EfE SOLAR COOLED AND INSULATED.
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I> CONSTRUCTION SHALL FOLLOW 'STANDARD BUILDING
'c GENERAL NOTES r 1 'r o O " CLG/BRy-
UILDINCs GOpE
AS ADOPTED BY THE COUNTY AND AS APPLICABLE TO THE p
AREA IN WHICH THE BUILDING IS TO BE CONSTRUCTED W/ALL 4d #
APPLICABLE AMMENDMENTS.
2> THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL fr+.
VERIFY ALL DIMENSIONS, CONDITIONS AT JO55ITE, PLANS,
$PEG IFICATION5, ETC, t,
3> ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE
OVER SCALED DIMENSIONS.';
4) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE
ADDRESSED 87 THE ENGINEER AS CONSTRUCTION PROGRESSES.
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` 5TRUCTURAL NOTES = sooLooD PLAIN
IO> UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED
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I> DESIGN I- + LLLL)
VI- P8F HARDWARE SHALL CONFORM TO THE MANUF. INSTRUCTIONS
ROOF l"SLAB
WIND VELOCITY =IIO MPH SUPPORTING STRUCTURE AND STANDARD PRACTICE. -----------------
120 MPH ROOF SYSTEM II> BEARING POINTS OF HEADERS, GIRDERS, AND BEAMS SHALL
HAVE VERTICAL SUPPORTS SUFFICIENT TO SUPPORT LOADS
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TRUSS MEAN HEIGHT • IS FT ABOVE GRADE AND SHALL BE PROPERLY ANCHORED FOR UPLIF AS WILL ELEVATION
2) ALL BEARING L CON CAPACITY TE AN PSF BE NOTED. FEAR
3) ALL STRUCTURAL CONCRETE AND GROUT SHALL HAVE A g> OF ROSHEATHING TO BE NAILED W/IOd GALV. NAILS OR EQUAL .1MINIMUM COMPRESSIVE STRENGTH OF 3000 P51 9 28 DAYS. . „ ,.1-111. 1 . 1 A111 A" ^c.c r,,i Tnkic a M;,_....L�...,. ..,u�,.�.-.::.,....a, ..„... ,. :n _..-...�.:�,v._,__.:.x,»; :. � S��.x�..., .......:_..�:
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