HomeMy WebLinkAboutBLD96-1048 - BLD Plot / Site Plans - 9/17/1996T111 SIDING
W/ TYVEC HOUSE
WRAP
GROUND
CORE VENT ROOF VENT
COMP❑STIDN SHINGLE ROOF
W/1J2' SHEATHING & 30# FELT
ROOF VENT
FOR BATH FANS
[77--
40X40
ri
20
30
30X1
FRENCH
DOOR
r�
BACK ELEVATION
SCALE! 1/4'=1'-0'
CORE VENT ROOF VENT
COMPOSTIDN SHINGLE ROOF
W/1/2' SHEATHING L 3041 FELT
f , 5`'XSc C-HPM .
1 f x St'
T111 SIDING
W/ TYVEC HOUSE
WRAP
8' BEVEL LAP SIDING
W/ 1/2' SHEATHING
TYVEC HOUSE WRAP
GROUND
50X50
50X50
U U T 1ir- -
U 'U11
❑❑" ❑
❑ ❑
❑❑❑ �.
El El
40X50
T111 SIDING
W/ TYVEC HOUSE
WRAP
GROUND
r�
CORE VENT —
ROOF VENT
ROOF VENT --�
FOR BATH FANS \ j
FRONT ELEVATION
SCALE! 1/4'=1'-0'
12
5
JR
— 1I
� 1
In
l
i
lI
8' BEVEL
W/ 1/2' S
& TYVEC
AP SIDING
ATHING
IUSE WRAP
8' BEVEL LAP SIDING
W/ 1/2' SHEATHING
& TYVEC HOUSE WRAP
T111 SIDING
W/ TYVEC HOUSE
WRAP
GROUND
1-1
50X50
COMP❑STIDN SHINGLE ROOF
W/1/2' SHEATHING & 3041 FELT
❑ ❑ ❑
❑❑❑
❑❑❑
❑ ❑ ❑
❑ ❑ ❑
2'X 8'
WEST ELEVATION
SCALES 1/4'=1'-0'
4'
4'
X 4'
8
BEAM
"'X 6'
4'X 6' BEAM
T111 SIDING
W/ TYVEC HOUSE
WRAP
GROUND
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ALTERNATE
BRA® PANEL
(A.B.P. 1800d & 30004)
3/r MIN. PLYWD. SHEATHING TO BOTH SIDES @
A.B.P. 3000"
3B^ MIAL PLYWD. SHEATHING TO ONE SIDE @
A.B.P. 1800d
DBL STUD EA. END OF PANEL
FASTEN WITH 8d NAILS AT: 6 o.c. EDGES: 12"o.c
FIELD
PANEL TO SET DIRECTLY ON WOOD FLOOR OR
FOUNDATION: FASTEN WITH APPROVED
ANCHORS OR STRAPS WITH
SPECIFIED CAPACITIES
ABP.30000 REQUIRES 30001b.CAPACITY ANCHORS
OR STRAPS
AHP.18000 REQUIRES 18001b.CAPACITYANCHORS
OR STRAPS
NOTE WITH APPLICATION OF AN AI3P. I800N IN
A TOP STORY, OR AN ARP. 30000 IN A 2ND
STORY. THE UPPER A.B.P. MUST BE FASTENED TO
A PANEL OR DOUBLE STUDS BELOW
NOTE
A6P. 3003d REQUIRES 3 ANCHOR BOLTS ATONE
FIFTH POINTS
ABP.18000 REQUIRES 2 ANCHOR BOLTS AT ONE
���,,,444 QUARTER POINTS
-yr I - 0RET 4 3AR TOP AND BOTTOM MIN4ALSO SEE
`q�/ ITEM 7
CONTINUOUS FOUNDATION
R- 3
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MPE I SE
W A-L
LATERAL RESTRAINT PANELS
(LRP. 2400 Al AND 3500 #)
2 x TOP PLATE
HEADER
NAIL SHEATHING TO / 41 H
HEADER @ 3- O.C. B.W. T N.
APA RATED SHEATHING 44
as' MIN. 24/0 EXP. 1 II
MIN. SIZE OF L_RP. IS 16" OR 24"
DEPENDING UPON CAPACITY OF
FASTENERS AS SHOWN BELOW:
161RP REQUIRES TWO350016. CAPACITY
APPROVED WOOD TO CONCRETE
CONT4F.CTORS
24-LRP.REQUIRES TWO 2400Ib. CAPACITY
APPROVED WOOD TO CONCRETE
CONNECTORS
`
I�
i-r
(2)22x_STUDS
NAIL SHEATHING
TO EACH STUD
ALL LRP.'S REQUIRE A CONTINUOUS l I
RETNFORCID CONCRETE FOUNDATION
kti
Sd NAILS @ 3" 0.C.
ALL PLAT, HEADERS
& STUDS
(3)2 x _ PLATES
NAIL SHEATHING
TO EACH PLATE
7 II
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T EMBEDMENT
LATERAL RESTRAINT PAN 1S
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MAX FROM CORNERS TYP.
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SCALE: 1/4" g.11-0.
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3' —0" DOOR
OPENING
/
4" CACRETE ',A13 W/1/8" SLOPE PER FOOT
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#4 VERTICAL REBAR
• 4fr 0.C. - -
/ 2" X 10" JOIST • 24" O.C.
/ —3/4" PLYWOOD
DETA!L A
SCALE: 1/2. =1' —0"
4" CONCRETE SLAB
i W/ 6. X 6' 8 GAGE WIRE MESH
/ CONTRACTOR TO LIFT WIRE MESH
/ WHILE POURING
scf 1 / 2" .1.—cr
4" PEA GRAVEL
2" X 10" JOIST
• 16" O.C.
4" X 10" GIRDER
BEAM
GUSSET -pwa— 4" X 6" POST
GUSSL1 DETAIL
SCALE:' 1/r = 1' -Ow
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