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IS DATIC:
1991
JOB NO.
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NEW 0.
S1 of 1
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76'-4"
5'-0" 45'-O' 26'_4"
15'-6" 5'-8 11'-O' 12'-10" 4'-4' 22'-0'
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3'-8" 1'•-8" 3'-4" 2'-4" 11,-0" 11,••0„
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- 1'DATE:
DEC. 23. 1991
JOB NO.
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DATE:
DEC. 23, 1991
JOB N0.
91201
BE= No.
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DESYGNSD BY:
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_ . _., ..- DEC. 23, 1991
P L A N JOB N0.
91201
SID= N0.
114 7 �rn��L�Si�E C )CI�C�T A4 of 5
TYPICAL WALL SECTION
SCALE: 3/4"
12 12
FIBERGLASS SHINGLES ON 6 FIBERGLASS SHINGLES ON
15# FELT OVER 6
15# FELT OVER1/2" PLYWOOD SHEATHING ON
1/2" PLYWOOD SHEATHING ON
ROOF TRUSSES 0 24" O.C. 1,-4" ROOF TRUSSES ® 24" O.C.
1'--4"
R-30 INSULATION W/ METAL HURRICANE CLIP , /
METAL HURRICANE CLIP � � �` 2" POSITIVE AIRSPACE � R--30 INSULATION W
(1 ® EACH TRUSS) UNDER SHEATHING (1 ® EACH TRUSS) DER SITIVE SHEATHINGACE 0
GALV. METAL DRIP ON GALV. METAL DRIP ON
P.T. 1"x2' NAILER OVER P.T. 1"x2" NAILER OVER
2"X6' CEDAR FASCIA 2"x CEDAR FASCIA
3/8" PLYWOOD SOFFIT (2)2"x4" 70P PLATE A
CUT-IN 3/8" PLYWOOD SOFFIT (2) 2"x4" #2 TOP PLATE
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STUD REQUIREMENTS FOR2 SPF 0
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8' HIGH EXTERIOR WALLS (MIN 2x4-16" O.C.)
TYPICAL WALL SECTION
* 2--2x4 STUDS CONTINUOUS ON EACH SIDE OF 4',5',6' OPENINGS
SCALE: 3/4" -= 1 '-0" * 3-2x4 STUDS CONTINUOUS ON EACH SIDE OF 7',8',9' OPENINGS
* 4--2x4 STUDS CONTINUOUS ON EACH SIDE OF 10',11',12' OPENINGS
4" CONCRETE SLAB W/ ~'
FIBERMESH REINF. 9' HIGH EXTERIOR WALLS (MIN 2x4-16" Q.C.)
4 CONT. E
4" CONCRETE SLAB W/ * 2-2x4 STUDS CONTINUOUS ON EACH SIDE OF 2',3',4' OPENINGSEn
FIBERMESH REINF. * 3--2x4 STUDS CONTINUOUS ON EACH SIDE OF 5',6',7' OPENINGS
Q * 4-2x4 STUDS CONTINUOUS ON EACH SIDE OF 8',9',10' OPENINGS
* 5--2x4 STUDS CONTINUOUS ON EACH SIDE OF 12' OPENING'ID
8„ 6 MIL VAPOR BARRIER OVER 6 MIL VAPOR BARRIER OVER c 7 a
TREATED AND COMPACTED FILL TREATED & CgMPACTED FILL O HIGH EXTERIOR WALLS (MIN 2x4-12" O.C.) En
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1'-4" * 2-2x4 STUDS CONTINUOUS ON EACH SIDE OF 2',3' OPENINGS cv
* 3--2x4 STUDS CONTINUOUS ON EACH SIDE OF 4',5' OPENINGS DRAWN BY:
* 4-2x4 STUDS CONTINUOUS ON EACH SIDE OF 6',7',8' OPENINGS BJC
4" CURB * 5---2x4 STUDS CONTINUOUS ON EACH SIDE OF 9',10' OPENINGS DESIGNED BY:
` (ALL EXTERIOR WALLS OVER 10'6" HIGH USE 2x6 STUDS) BJC
SCALE: 3/4"=1 '-----0" THICKENED SLAB
NQ
SCALE: 3/4" 1 '-0" 11 ' HIGH EXTERIOR WALLS (MIN 2x6-16" O.C.) AS--- ED
DATE:
* 1-2x6 STUD CONTINUOUS ON EACH SIDE OF OPENINGS 3' OR LESS DF-C. 23. 1981
* 2-2x6 STUDS CONTINUOUS ON EACH SIDE OF 4',5',6',7',8' OPENINGS JOB NO.
* 3-2x6 STUDS CONTINUOUS ON EACH SIDE OF 9',10',11',12' OPENINGS 81201
* 4-2x6 STUDS CONTINUOUS ON EACH SIDE OF 14',15',16' OPENINGS amil NO.
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DATE: DESIGNED BY:
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_ SCALE:
1/4' - 1' - 0'
DATE:
DEC. 23. 1991
" JOB NO.
91201
SHEET N0.
/14'7 11/`!kC i be T- E1 of 1