Linkside Drive 1355 b
74'-
0'
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OCT
2'-6' 30'-2' 7'-0' 12' 12'-8' 10'-
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23'-0" E, J
OCT 8 1991 r�
0
. Midio� and Zoning � t
EV
SQUARE FOOTAGE D ,�x ':
BJC/M O
A G 161 9 DESIGNED BY:
. / BJC
DECKS 310 sem:
a.
1/4" M 1'-0'
GARAGE 462
DATE:
6 0. ti •W ,.d j..:
TOTAL 2391 JOB xo.
:. 81179
. SEM NO.
Al
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L
9 �
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O
10' PLATE
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DATE:
W L E F E V A T I o N 9/18/91
1
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JOB N0.
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DATE:
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JOB NO.
91179
SKEET NO.
A4 of 6
FIBERGLASS SHINGLES ON 6
15# FELT OVER
1/2" PLYWOOD SHEATHING ON
ROOF TRUSSES ® 24" O.C. „
12 1 -4
FIBERGLASS SHINGLES ON 6 METAL HURRICANE CLIP r R-30 INSULATION W/
15# FELT OVER (1 ® EACH TRUSS) 2" POSITIVE AIRSPACE
1/2" PLYWOOD SHEATHING ON r UNDER SHEATHING
ROOF TRUSSES ® 24" O.C. GALV. METAL DRIP ON
P.T. 1"x2" NAILER OVER
METAL HURRICANE CLIP \ R� 30 INSULATION W/ 2"x CEp R FASCIA
2 POSITIVE AIRSPACE q x
(1 ® EACH" TRUSS)
UNDER SHEATHING �t d (2) 2"x4" #2 TOP PLATE
P.T. 1 x2 & 3/8 PLYWOOD
GALV. METAL DRIP ON SOFFIT W/ 2" CONT. r
P.T. 1"x2" NAILER OVER SCREENED VENT -i
2"x CEDAR FASCIA
1/2" GYPSUM BOARD A ~
(2) 2"x4" #2 TOP PLATE 1"x4" FRIEZE BOARD
r ? 3/8 PLYWOOD SOFFIT
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00
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SMOOTH FINISH STUCCO ON SMOOTH FINISH STUCCO ON Ii
METAL LATH ON SHEATHING : METAL LATH ON SHEATHING 00
OR WOOD SIDING OVER "TYVEK" OR WOOD SIDING OVER "TYVEK"
VAPOR BARRIER OVER VAPOR BARRIER OVER
00
2"x4" SPF STUDS 0 16" O.C. y � 2'x4 SPF STUDS ® 16' O.C. R-11 BATT INSULATION a
' TO 8'-0" PLATE HIEGHT. i TO 8'---0" PLATE HIEGHT. U
(SEE NOTES ON NEXT SHEET I (SEE NOTES ON NEXT SHEET ,
FOR PLATES ABOVE 8'-0") `; 00 FOR PLATES ABOVE 8'-0")
8
J R-11 BATT INSULATION
f A
2"x4" P.T. BOTTOM PLATE W/
1/2"x8" ANCHOR BOLT ® 6'0" O.C. W
BASE MOULD C9 z
2x4 P.T. BOTTOM PLATE VNI 8" C.M.U. HEADER BLOCK, = .
- 4" CONCRETE SLAB W/
:.
1/2"X8" ANCHOR BOLT ® 6'0" O.iC. ,✓� GRADE r FIBERMESH REINF. U-
BASE MOULD �--
8 C.M.U. FOUNDATION WALL
12"x16" .MONOLITHIC FOOTIMIG 4" CONCRETE SLAB W/ CQ
6 MIL VAPOR BARRIER OVER
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TREATED & COMPACTED FILL V 1 I
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8"x16" CONCRETE FOOTING00
6 MIL VAPOR BARRIER OVER W/ 2 #4's CONTINUOUS `.
TREATED & COMPACTED FILL '
1 0
to
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SCALE: 3/4" = 1 '- 0" SCALE: 3/4' = 1 '—•0" Y) C
BRICK VENEER W/ 1" AIRSPACE OVER � °A
_ 1/8" THERMOPLY SHEATHING m
BRICK VENEER W/ 1" AIRSPACE 0\VER ON 2"x4" SPF STUDS ® 16" O.C. - o
1/8" THERMOPLY SHEATHIING R-11 BATT INSULATION TO 8'-0" PLATE HIEGHT. �--?
ON 2"x4" 'SPF STUDS ® 16 O.C. -
" TO 8'--0" PLATE HIEGHT. (SEE NOTES ON NEXT SHEET R-•11 BATT INSULATION �i
FOR PLATES ABOVE 8'-0")
(SEE NOTES ON NEXT SHEET o ti
FOR PLATES ABOVE 8'•-0") ,4
2"x4" P.T. BOTTOM PLATE W/ BASE MOULD
1/2"x8" ANCHOR BOLT ® 6'0" O.C.
E
2"x4" P.T. BOTTOM PLATE W -r
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/ 8" C.M.U. HEADER BLOCK
1/2"x8" ANCHOR BOLT ® 6'0" O.C. GRADE FIBERMESH REINF. r�
BASE MOULD q H
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8" C.M.U. FOUNDATION WALL 0 r�
12"x16" MONOLITHIC FOOTING 4" CONCRETE SLAB W/ w U
W/3 #4's CONTINUOUS GRADE l :: ). FIBERMESH REINF. 6 MIL VAPOR BARRIER OVERIn
a TREATED & COMPACTED FILLCq
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DRAWN H'Y:
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6 MIL VAPOR BARRIER OVER #4's • r DEMGNED BY:
r TREATED & COMPACTED FILL W/3 CONTINUOUS
1 —4 BJC
} SCAI$:
DATE:
TYPICAL WALL S E C TI ON SEPT. 6• 1991
TYPICAL WALL SECTION
roe N0.
01170
SCALE: 3/4 — 1 —0 SCALE: 3/4" SHM No.
A5 of 7
f: NOTES.
STUD REQUIREMENTS FOR #2 SPF -�
1
" ( ALL TOP PLATES #1 YP OR #2 SPF )
�$
8'- , HIGH EXTERIOR WALLS (MIN 2x4--16" O.C.)
.s: °
* 2—•2x4 STUDS CONTINUOUS ON EACH SIDE OF 4',5',6' OPENINGS t
* 3---2x4 STUDS CONTINUOUS ON EACH SIDE OF 7',8',9' OPENINGS BASE MOULD
* 4-2x4 STUDS CONTINUOUS ON EACH SIDE OF 10',11',12' OPENINGS
2"x4" BOTTOM PLATE 3/4" PLYWOOD SUB—FLOOR
A
9' HIGH EXTERIOR WALLS (MIN 2x4-16" O.C.)
* 2--•2x4 STUDS CONTINUOUS ON EACH SIDE OF 2',3',4' OPENINGS
* 3-2x4 STUDS CONTINUOUS ON EACH SIDE OF 5',6',7' OPENINGS
* 4--2x4 STUDS CONTINUOUS ON EACH SIDE OF 8',9',10' OPENINGS 16" DEEP WOOD FLOOR
* 5-2x4 STUDS CONTINUOUS ON EACH SIDE OF 12' OPENINGS TRUSSES ® 24" O.C.
10' HIGH - EXTERIOR WALLS, (MIN 2x4--12"' O.C.)
` 1/2" GYPSUM BOARD
* 2--2x4 STUDS CONTINUOUS ON EACH SIDE OF 2',3' OPENINGS f '
* 3-2x4 STUDS CONTINUOUS ON EACH SIDE OF 4',5' OPENINGS (2)2"x4" TOP PLATE
- * 4-2x4 STUDS CONTINUOUS ON EACH SIDE OF 6',7',8' OPENINGS
* 5-2x4 STUDS CONTINUOUS ON EACH SIDE OF 9',10' OPENINGS
(ALL EXTERIOR WALLS OVER 10'6" HIGH USE 2x6 STUDS) U
ITYPICAL WALL SECTION
11 HIGH EXTERIOR WALLS (MIN 2x6-16 O.C.)
AT SECOND FLOOR
* 1-2x6 STUD CONTINUOUS ON EACH SIDE OF OPENINGS 3' OR LESS
* 2-2x6 STUDS CONITINUOUS ON EACH SIDE OF 4',5',6',7',8' OPENINGS SCALE: 3/4"=1 '-0"
* 3-2x6 STUDS CONTINUOUS ON EACH SIDE OF 9',10',11',12' OPENINGS W
* 4-2x6 STUDS CONITINUOUS ON EACH SIDE OF 14',15',16' OPENINGS
r, d O
12 HIGH EXTERIOR WALLS (MIN 2x6--16O.C.) 4" CONCRETE SLAB w/
wz IE
* 1-2x6 STUD CONTINUOUS EACH SIDE OF OPENINGS 3' OR LESS FIBERMESH REINF.
* 2--2x6 STUDS CONTINUOUS EACH SIDE OF 4',5',6' OPENINGS
* 3-2x6 STUDS CONITINUOUS EACH SIDE OF 7',8',9',10' OPENINGS
* 4-2x6 STUDS CONITINUOUS EACH SIDE OF'11',12',1t3',14' OPENINGS
i< ( 2x6's, 16" O.C. UP' TO 17' HIGH CONTINUOUS) t G
=x? 4 rnUri
O
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`
6 MIL VAPOR BARRIER OVER ..
Y TREATED & COMPACTED ILL
r V-4.1 2 #4's CONTINUOUSCQ
r (�
STUID REQUIREMENTS FOR C�
EXTERIOR VAULTED WALL AREAS THICKENED SLAB Q
0
' *
DO NOT USE GABLE END TRIP SSSS *
SCALE: 3/4"=V-0"
� U
SIZE & SP/ACING OF STUDS SHOULD BE DETERMINED * " {
* BY SPECIES & GRADE % HEIGHT OF WALL * .�
* ALL EiTUDS IN EXTERIOR VAULTED WALLS * o
* MUST BE CONTINUOUS TO Bw01'TOM CHORD
* OF VAULTED TRUSS OR RAFTER MEMBER
A *,
1x4 BRACES ® 48" O.C. 8' L 1 #4 CONT.
4 CONCRETE SLAB W/ W
FIBERMESH REINF. _� d
g" 6 MIL VAPOR BARRIER OVER o
TREATED AND COMPACTED FILL
Cq
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HORD VAULr MEMBE 4» CURB DESIGNED BY:
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SCALE: 3/4„=1,_0» SCALE:
3/4. 1'-0'
p DATE:
SEPT. 6. 1991
JOB NO.
8117$
SHEET
No.
' NOT TO SCALE A6 0! 7
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50.0 7
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r - 10*-0'
DATE:
s
r' , 9 19 91
JOB NO.
91179
9HM NO.
S1 of 1
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DESIGNED BY:
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SCALE:
1/4" - 1'..0•
DATE:
9/18/91
JOB NO.
91179
SEM NO.
r 4 E1 of 1
r