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POINT USED TO DETER
BENCHMARK (HIGH MINE A.B.M.) 26" A.B.M.vt
ADDRESS: 16 NORTH GRADE TYPE: A ,
89 LINKSIDE COURT
COMMUNITY: SELVINKSIIDE SOD: 2632 Sq.Ft. i I°
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LOT: 122 UNIT 6 PALLETS `x
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DWG.: 122SL2 . DWG FENCE:
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DATE: 3/29/95 FLATWK: 843 ��.i
NOITal 1110ADA DIVIS1ON
�. ' ! DRAWN BY: R.A.M. FNDTN. TYPE: MONO
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Centex Ho m
es
fiberglass shingles on felt WINDCODE CONSTRUCTION REQUIREMENTS;
over 1/2" o.s.b. sheathing —
12" on pre—engineered roof 12"
—} trusses * 24" o.c. Studs: Rafter Ties ® 4'-0" o.c. and at each side
I varies varies
r-30 in>�ulation top and bottom plates:
cardboard insulation baffles 1/2" ceiling board Top Plate: Hughes (RT2418)
Bottom Plate: Hughes (RT1818)
(Ties' good for 865 lbs.)
aluminum eave drip 1. hughes d ;Rx
Trusses: Minimum strap at each truss—Hlu hes Hold
aps hold down gaps g
P plate 1x2 p.t. (True Tie). Trusses and jacks vOith less tha
Ighea rt1818) 2. double 2x4 flop plate
2x6 p.t. fascia span to have 1 hurricane h
and O each 3. rafter ties Oughes rt1818) ) @ clip.
soffit Headers: To conform with SBCCI sectiorn 1707.3 w
ening O 4'-0" 0.6• and Osach
vent side of an Npening
tide or horizontal
2x4 Wall studs to meet section 1 N7,3,2 for ing approved for- 1x frieze 22 gage ties 11f o.c.v. and cripples.
luired wind sheat 22 gage ties W a.c.h.each
)0 lbs 1/f min.) min. support fGable Ends: See details provided on th@ plans for
cfl►' Val
not to exceed 33 sq. ft.
" vapor barrier of wall area framing -re uirements.
1/2 drywall (tyvek or better) q
(Note: 1st truss must be dropped so
•11 insulation approved sheathing for brick or stucco can be framed from 2nd truss back.
required wind shear
(minimum 200 lbs I/f min.) Sheathing: / "
Il 1/2" drywall � g: Sheathing to be comparable to 7 16 0
6" nailing on edges and 12"` interior to
Ind m6" bottom. r-11 insulation
1. 1/2"x10" anchor bolts O 36" o.c. a minimum of 210 lbs. per it/f of shear
2. 2x4 p.t. sole plate set (1)#4 rebar vertical
over in continuous bead of sealant '0 487o.c.�g/ minimus u o Girder Trusses: Trusses with an lift
bend of 1 top and, 6"bottom P tf between 1
' concrete slab w/ shall have continuous conneOtors from t
c c lot
610//1w.w.m. overbottom late.
erprbof membrane pr+ te: if fipermesh is used Top Plate— rt24 ( Hughes IManufacturin(_r w.w.rr�.
finished floor E >° perimeter.)
Bottom Plate— wal 50 ( Hughes Manuf
! finished floor aroun erimeter.
I block
E
i filled c E 8" soncreteµblock
c w\ dRII cells filled
E NOTE:
cted fill ' o •qo••• � .� '•
y' finished radek_ finished rade d�' ° 9 compacted fill ALL EXTERIOR WALLS ARE
USED AS SHEAR WALLS
crate footer Note: 1. (1)#4 rebar at all corners _ INCLUDING ALL HEADERS AND
2. to of block to to of footing 20"x 10"� cone. tooter
p p g w/(3) ## rebars OPENINGS WHERE PROPER
shall not exceed 4'—fr than
FASTENERS ARE PROVIDED.
3. If atemwall is less than 3' � 4' opening
then footing must be 10" x 20". or less
O
:_
Ste: mWall Footer With Standard Wall Sectio . NITvHOR s .Ts M s
`'OF ANY BkEAKS,
(WINDOWS,DOORS) IN ALL
SHEAR WALLS. Header
C I I ID D in g P
2"x2"x1/
- p.t. bo
Icking O sheathift joint blockin hurricane clip H-25 or better rt1818 or equall— top plate 1/2"
►of sheathing 2x4 outrigg O 24"o.c. 2x4 barge rafter cont. ^
45' 6
E
shingle strip
I fascia E E in.grods
EE
l I top chord of gable end f •a comp
I truss dropped 3.5" and garage door header— b � p y� . I
cont. 2x4 scab from top Q
2x4 r 0 l�_0" to bottom chord O x—bracing 7/16" o.s.b. w/�' "
oph prick ledge 12 ( story)
(provide additional 2x4's nailing on ed e w t rebar
at vertical if higher than
I both aides w� 2x6 studs around perimeter
he s 48" to form an "L" shape) Otwosstory) bend
I Note: 16" minimum wlllith Note:For garage returns less Note:
I I on garage retuirini• than 1'-10", use 19/32" (3) #
o.s.b. w/ 10d. nails. Monolithic I�
bottom chord of gable end truss Scale: 1/2"= 1,-0"
w/(20)16d-162x4 stud
/(20
a28 w ) d
>t presentJ (2) 2;c4 top plate app.t. bottom plate 1/2"x6"
cont. :bx4x8 #2 sy 2x4 studs O 16" o.c. red head anchor
lateral brace O 48� o.c. garage floof hurricane clip w/ 2"washer
2x4 bllockinqq O 48" o.c. between 10" anchor bolt as required
(2)hc clips O 48" o.c. gable and first truss p.t.2x4
footer 1-7
T '
. v
orm Garage door Return , d fillmin Gable End
vapor barrier 2 4 rebars
1/2"= 1'-0" scale: 1/2="= 1'-0" 16" O #
Interior Bearing Walll
Scale: 1/2"- 1'-0" _
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