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APPROV51D
CITY OF ATLANTIC BEACH
BU11-DING OFFICE
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MRAWN BY- REVISION DA:-iZ
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S.F.,COVERED PATIO SHEET REVISION, DATE
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PLAN NO. DRAWN GY: REVISION DATE
C. :-izn- tex, Homes 'DATE REVISION DATE
MORTH-FLORIDA DIVISION S.F.OVING.AREA QKED BY: REVISION DA17E
S.F.GARAGE
S.F.COVERED PAMO SHEET OF REVISION OATE
COPYRIGHT 019 S;F.COVERED ENTRY' ., I
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S.F.LIVING AREA CKED BY- REVISION DATE
S.F. GARAGE 5 -7/3 If
4: 4: S.F.COVERED PATIO
SHEF,- OF REVISION DATE
COPYRIGHT gig- S.F. COVERED ENTRY
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Centex Homes
JIM REQUIREMEMI5
fiberglass shingles on tall: Effl-MDE QOUSIBU-Ce
over Ilt o.s.b. isliaothing
on pro-on inpr*4 roof
trusses a '24. O.Q. 1 2�' Studs: Rafter Ties 0 4'—(f o.c. and at each side of all openings,
top and bottom plates:
-r-Wiw Insulation Top Plate: Hughes (RT2418)
cardboard insulation barnaa Ilt calling board
Bottom Plate: Hughes (RT1818)
(Ties good for 865 lbs.)
I. hu an hd 2x aluminum 6ave drip 1. hughes Ild 2x Trusses: Minimum strap at each: truss—Hughes Hold Down Strap
hor down strape hold down drops (True Tie). Trusses and : jacks with less than a 1Q'
Ix2 p-L
2. double 20 top plata 2. double 2x4 top plate span to have (1 ) hurricane hc clip.
3. rafter ties (hugma rtle1a) W p.t. fascia 3. rafter Uan (hughas rtI818)
0 41-Cr o.c. and & imch slofflt 0 4'-Cr o.c. and 0 isach Headers: To conform with SBCCI section 1707.3 w/ applicable charts.
side of an opening vant @Ida of an apaning
Wall studs to meet section 1707.3.2 for header support
2x4 and cripples.
wticle or horizontal 1x f(I620 __22 gage Ilea 16! o,o.v.
siding approved for 22 gage Uas 3r o.c.h.
required wind shear min. support for each tle Gable Ends: See details provided on the plans for special
to
(200 lbs I/f min.) vapor barrier not exc4ad 3 sq. ft. framing requirements.
(Ipsk or batter) of wall area
Ilk' drywall (Note: 1st truss must be dropped so that outlooker
sIdIng over brick or stucco can be framed from 2nd truss back.
approved oh4athIng for
r-11 Insulation roqulf*d wind nhwr Sheathing: Sheathing to be cornlparqble to 7/16" o.s.b. with
(minimum 200 The I/f min.) j1;r d"all
rebor verUcal 6" nailing on edges and 12" interior to obtain
minlmurr�
bond top and bottom. r-I'l Insulation a minimum of 210 lbs. per Ilf of shear.
1. lll*xlCr anchor bolts 0 3(r o.o.
2. 2x4 p.t. sole plate *at JI)J4 rebar yartloal
concrete Wab w/ In continuous bead of saulunt ) er 0. Girder Trusses: Trusses with an uplift of between 1000— 1800 lbs.
axe 10/10 w.w.m. over bond oi 'toMpl'ai mntu'r(rbottom shall have continuous connectors from top plate to
-e concrete slob w/
UP 10 0 w.w.ro. ov*r bottom plate.
rt?Xf. Ib'1's'rNMa"T'?s used Top Plate— rt2 4 Hughes Ma niuf actu ring)
wue- a A-Vula perimeter.) Bottom Plate— wal 50 Hughes Manufacturing)
h*d fIQQr _2S 10 %0_ finished floor
waterproof membrane— E
s concrete block r .9 HE- ff* conomto block
_r. - - 11 S w\ all calls filled
wi\ all csile filled IMM 11
E
VAR
Ttl I—III tti—M NOTE:
M!E
M.: .. .-W'.* d I I— C(4; 0 IFIFN, I compacted fill ALL EXTERIOR WALLS ARE
compacted fill I-11 IN :0 n ruh rod Z fi Ishad 9 41, 7
USED AS SHEAR WALLS
I Erx Er conemoto to ter Hotat" 1. �)#4 robQr at all comers I 2d*x 1cr conc, footar INCLUDING ALL HEADERS AND
W/(2) #4 rebars 2. p of block to top of footing w/(3) #4 rebary OPENINGS WFiERE PROPER
fjmll not exceed 4'-fr FASTENERS AREi PROVIDED, 40 opening 5' opening
3. it stamwall in less than 3'
then footing must be UP x 2Cr or Ion or more
NOTE:
ANCHOR BOLTS MUST BE USED
-Stemwall Footer with Standard Wall Section
WITHIN d' OF ANY BREAKS
Scale: 1/9*- V-d' S DOORS) IN ALL
(WINDOW ,
lot
SHEAR WALLS.
Header Clippong Placement
P
-fxrxI11r washer
bottom plate
112'x1(f anchor bolts 0 UP o.c.
top plate ex
rtI810 or equal 6-10/10 w.w.f. or fibarmash
blooldn jiurTicana clip ji-25 or botter
2x4 bloctdng 0 sheathing joint
U4 barge rafter cont, D Z) 7�, J—`4
7/16" structural roof sheathIng 2x4 ou V 0 24�ox. shin stlip E E qn.grado :4
.......... P1.
'T 1E compac; d fill]
p chard of gflp and
dropped and garaga door header—] 91'
c=L W 'scob from top 127( r story)
to bottom chord 0 x—bracing 7/1 e! o.o.b. wlV I opt, �rlck go
2x4 x 0 (provide additional 2x+'s nailing on ad d 00 reba 1 (2) #4 robar around Lwrlmoter,
at vertical If higher than both PAId" wy 2x6 studs around perimeter two story) bend outside robor 2T at comer
2x4 scab cont. topi to bottom—L ho t a— Or to form an 'L7 sba.pe) Note: for a two stairy u%a
Chard a 81—Cr from gable Holm Iff minimum width Nota;For garage returns lose (3) # 4 robare
on garage return. than 11'—Ur, use 1911C
o.s.b. wl 10d. naliv. th ' c Footer
Nonoli I
SC4310; 1/2r- I'—(f
bottom chord of gabla and true*
(2) 20 top plate apa28 w/(20)1 Gd—N' P.L bottom plate 2x4 stud 1/2rxOr
20 &cub If vert. web Is not p red head anchor
2x4 studs 0 1 tr ox, hurricane clip w/ twasher
cant. 2x4x8 #2 garage floor as required
lataml brace 0 99 PA.20
4 o.c. 2x4 blockln� 0 487 o.c. batwean I(f anchor bolt Li
(2)ho clips 0 41W o.o. gable and rst truss
Garage Door Return I fliL compacted fill
Plot-form Framing Gable End, scale: 1/r- 1,—Cr vapor barrier 16, (2) #4 robary
scale: 11t- V-1f
Interior Bearinq Wall, FILE., HURCDEMM
Scale: 112*- P10T., Ile-111—cr
REV. 4/20/95