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f1berglaos shingles on felt _WINQCQDE CQUERUCTIOU -_8EQUIREMEHIS
over 11r o.s.b. sheathing
on pre—engineered roof
trusses 0 2e o.c. Studs: Rafter Ties 0 4'-(f o.c. and at each Side of all openings,
varies varies top and bottom plates:
r-30 Insulation
cardboard Insulation baffles 55 Top Plate, Hughes (RT2418)
1/2" coiling board
Bottom Plate: Hughes (RT1818)
(Ties good for 865 lbs.)
I. hu hes hd 2x aluminum eave ddp 1. hughoo Id 2x Trusses: Minimum strap at each truss-Hughes Hold Down Strap
hold down strap* I x2 p.t. hold down straps (True Tle). Trusses and jacks with less than a 10'
2. double W top plate 2. double W top plate span to have (1 ) hurricane hc clip.
3. rafter ties (hughft MOM) 2xG p.t. fascia 3. raP--)r tips (hughes 011818)
0 41—Cr o.c. and 6 each soffit 0 4'—Cf o.c. and 0 each Headers: To conform with SBCCI section 1707.3 w/ applicable charts.
side of an opening vent side of an opening
2x4 Wall studs to meet section 1707.3.2 for header support
and cripples.
verticle or horizontal 1 x frieze —22 gagt; ties 1(r ox.v.
siding approved for 22 gags Uss 3:r o.c.h.
required wind shear min. support for each Us Gable Ends-, See details provided on the plans for special
(200 The I/f min.) vapor barrier not to exceed 3 sq. ft.
dw (tyvek or better) of wall am framing requirements.
1/2r drywil (Note: 1st truss must be dropped so that outlooker
siding over —brick or stucco can be framed from 2nd truss back.
—appr&od sheathing for
r-1 1 Insulation required wind shear Sheathing: Sheathing to be comparable to 7/W o.s.b. with
(minimum 200 The I/f min.) 111:r drywall
rebar vertical 6" nailing on edges and 12" interior to obtain
o.c. mt/ minimum
bond of 1Z' top and ir bottorn. 1. 112"'xillf anchor bolt@ 0 3(r o.c. r-1 I Insulation a minimum of 210 lbs. per I/f of shear.
2. 20 p.t., sole plate not Ll)J-1 robar vertical
4" concrete slab w/ In continuous bead of sealant tro 21/ Inl,u,n Girder Trusses: Trusses with an uplift of between 1000- 1800 lbs.
W 10/10 w.w.m. omr bend oi top and trbottorn shall have continuous connectors from top plate to
-C concrete slab w/
6X? 10 0 w.w.m. over bottom plate.
=7_j I Vcolil membra
F, rt24 ( Hughes Manufacturing)
"barmesh"Ies used Top Plate
no loor %D finished floor 1111777.7 Pf-114 W'WhUparlmeter.) Bottom Plate- wal 50 Hughes Manufacturing)
waterproof membrane Ed — I — - �s .
E W_
LLE --I -
9 UJ- :9
Ir concrete block 111—jj�ir I=WEI I I —
I — Er concrete block
w\ all cells filled — Mi 11 11 1= H=fll= A ZZI flHi _10 w\ all calls filled
T
NOTE:
o -to, JrTT 1— -'�4: 0
compacted fill 114 1
finish gra si compacted fill ALL EXTERIOR WALLS ARE
finished qMd� \ - .
Tit 7r NLLI-�g-I I -I, I H, USED AS SHEAR WALLS
L_Urflmg:
1(rx if concrete footer III=-1 F Note: 1 (1)#4 rebar at all con "Icr X 1 Cr cone. footer INCLUDING ALL HEADERS AND
v/(3) #4 rebars
W/(2) #4 robars 2. top of block to top of fcm tin lNE Z-12-DEL OPENINGS WHERE PROPER
shall not exceed 4'—Ir
3. If stomwall Is less than 3' FASTENERS ARE PROVIDED. 4' a ning 5' opening
then footing must be 1(f x 20r. or It: or more
NOTE:
Stemwall Footer with Standard Wall Section ANCHOR BOLTS MUST BE USED
scale: ilt- 1,-(r WITHIN 6' OF ANY BREAKS
(WINDOWS,DOORS) IN ALL
S H EAR WALLS. Header Clipr) in lacement
_2"x2*x1/ir washer
p.t. bottom plate
MOW or ual top plate ll/fxl(f anchor bolts 0 3(r o.c.
2x4 blocWng 0 sheathing joint blockin hurricane clip H-25 or better t-45-j—exe 10/10 w.w.f. or fibermesh
7/10ra structural roof sheathing W bary or _� 4
2x4 a 2ro. mrcft cont. 71-4-L-
4
utdg\011�6 C. shingle P E kpn.gmde
�b fascia
E compacted flill
p chord of g;P and
dropped and garage door h 0 C\1 0.,-0"�
eader7 0 4 11 f
cont. 2x4 scab from top N;�l 74 12"( story)
W x - 0 to bottom chord 0 x—brocing 7/1fr o.s.b. w/,T a
w�,�rfck ledge
(prcMde additional Win nailing on edge rebor 16' (2) #4 rebar around Perimeter,
2x4 scab cant top to bottom at vertical if higher than both sides w/ 20 studs around perim
I he c a 4W to form an *0 shape) T at comer
two story) bend outelds rebor 2,
chord 0 8'—Cf from gable T Note:For garage rwtums lose Note: for a two story use
Note: 1(r mInImum width �; (3) # 4 rebarm
on ganige return. than V-110r, usis 19/32'
o.s.b. w/ 10d. nails.
Monolithic Footer
Scale: 1/r- 11–or
bottom chord of gable end truss
apa28 w/(20)1 Sd—\,, 1
2—(2) 20 top plate W stud I It XIF
W scab if vort. web Is not J 20 studs 0 1 tr o.c. p.t. bottom plate ,—red head anchor
cant 2x4xB #2 1 hurricane c
n L-3 lip L�l rwashor
lateral brace 0 OF o.c. W blocking 0 Qr o.c. between garage floor I If anchor bolt as required p.L2x4
(2)hc clips 0 4fr o.c. gable and find truss
factor]
—7 7�
Gar-age Door Return compacted fill
Platform Framing Cable End. K'.als: vapor barrier 16" (2) #4 rebars
"T t'_1' Interior Bearing Wa I FILM, HURCIDE1711.1)WO
L11Q <S Scale: I/Z*- 1'—(.f PLOT.. Ille-11—cr
REV. 4/,20/95
N
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fiberglass shingles on felt tex Homes
over 1/2* o.s.b. sheathing Cen
on pre—engineered roof 127
12" ivories trusses 0 24� O.C. varied r--30 insulation WINDCODE CONSTRUCTION REQUIREMENTS
cardboard Insulation baffles 1/29" ceiling board
Studs: Rafter Ties (Hughes RT1818) 0 4' o.c. and at each
aluminum cave drip 1. sanibel lid 2x side of all openings, top and bottom plates.
1. sanibel hd 2x I hold down straps (Covers worst case of 500 lbs. uplift per ft.)
hold down straps 1 x2 p.t. 2. double 2x4 top plate
2. double 2x4 top plate i
3. rafter ties (hughes r11818) M p.t. fascia 3. rafter ties (hughes rt1818) Trusses: Minimum stop at each truss— Hughes Hold Down Strop
0 4'—Cr o.c. and 0 each soffit 0 4'—Cr o.c. and 0 each (Sanibel HD 2X� Trusses and jacks with less than a 10'
side of an opening side of an opening span to have hurricane ho clip.
vent — 22 gage ties I C o.c.v.
verticle or horizontal 2x4 22 gage ties 3r o.c.h.
siding approved for min. support for each tie Headers: To conform with SBCCI section 1707.3 w/ applicable charts.
required wind shear 1 x frieze not to exceed 3 sq. ft.
(200 lba I/f min.) vapor barrier of wall area Wall studs to meet section 1707.3.2 for header support
(tyvek or better) and cripples.
o.s.b. flooring o.s.b. flooring Gable Ends: See details provided on the plans for special
JI framing requirements.
approved sheathing for
re uired wind shear (Note: 1st truss must be dropped so that outlooker
("I floor trusses
floor trusses m nimum 200 lbs 1/f min.) can be framed from 2nd truss back.
RT 36112 to un across floor
trusses at 4,J o.c. Sheathing: Sheothing to be comparable to 71115' o.s.b. with
( straps good for 1465 lbs.) ceiling board 6" nailing on edges and 12" interior to obtain
1/21" ceiling board--I — brick or stucco
11/2� drywall 11r drywall a minimum of 210 lbs. per I/f of shear.
r-1 1 insulation r-1 1 Insuiation
Ot. rebar vertical 1. 1/rx87 anchor bolts 0 3Er o.c. _ (1)#4 rebar vertical Girder Trusses: Trusses with an uplift of between 1000— 1800 lbs.
0.c.,�Itminimum 2. 2x4 p.t. sole plate set 0 4Wo.c. w/ minimum plate to
bend of op and 6' bottom. in continuous bead of sealant bend of 1r top and 6"bottom shall have continuous connectom from top
e concrete slab W/ _e concrete slab w/ bottom plate.
6x6 10/10 w.w,m. over
6x6 10/10 w.w.m. over inished floor finished floor aterproof membrane Top PI te— rt24 ( Hughes Manufacturing)
a
E/
Note: if fibermesh is used
d Wulj_iye w-w"T perimeter.) Bottom Plate— wal 50 Hughes Manufacturing)
finished grade to 10 finished gra e aroun
waterproof membrane— E
E
E E W concrete block
ar concrete block C w\ all cells filled
w\ all cells filled
.,Cf4. 0
tq compacted fill
compacted fill :oi.Q
rners 2d*x Ur conc. footer
16*x d' concrete footar Note: 1. (1)#4 rebar at all co I — —
W/(2) #4 rebars 2. top of block to top of footin- vi/(3) #4 rebars NOTE:
shall not exceed 4'—Er ALL EXTERIOR WALLS ARE 4' opening 5' opening
3. If sternwall is less than 3' USED AS SHEAR WALLS or lass or mors
then foodrig must be 1(f x 2Cr. INCLUDING ALL HEADERS AND
OPENINGS WHERE PROPER
Stemwall Footer with Standard Woll Section FASTNERS ARE PROVIDED.
Scale: 111r= 1,-0*
Header ChiDpi n Q Placement
_27x2%1/�r washer
p.t. bottom plate
rt-1818 or equal top plate 19� anchor bolt 0 4'—d*o.c.
20 blocking 0 sheathing joint blockin hurricane clip H-25 or better 5 6x6 10/10 w.w.f. or fibermesh
2x4 barge rafter cont.
7/16— structural roof sheathing 2x4 0 2eo. shingle strip n :3 77.
U�t �lggo C. > E E :in.gr :4
fascia ade
>
—compacted fill]
-------top chord of g3able end T
truss dropped S and garage door header J 0 0 i&.-O. .
cont. 2x4 scab from top
to bottom chord 0 x—bracing 7/16' o.s.b. w/ 12L ofle story)
2x4 x , r (provide additional 2x4's T' nailing on edge opt brick ledge
at vertical if higher than TI both sides w/ 2x6 studs w/(1) rebar (2) #4 rebar around perimeter,
4Er to form an "C shape) around perimeter bend outside rebar 26' at corner
2x4 scab cont. top to bottom hc (I a (two stor )
Note: lEr minimum width Note: for a two story use
chord 0 8'—d* from gable on garage return. (3) # 4 rebars
Monolithic Footer
bottom chord of gable end truss Scale- 11r— V—d*
91 ri kmpand w/(20)16d 20 stud
2x4 scab if vert. web Is not )resent—/ (2) 2x4 top plate _p.t. bottom plate — red head anchor
0/ hurricane clip w/ 2"washer
cont. 2x4x8 #2 s J 2x4 studs 0 1 W o.c. gar-age floor H as required p.t.2x4
"IT r_- fr anchor bolt
lateral brace 0 4 O.C. 2x4 blockin 0 41r o.c. between
(2)hc clips 0 46' o.c. gable and kst truss
1.2
9 't go
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Garcqe Door Return compacted fill
Platform Fra m i Gable End. scale: 1/2�*= 1'—(r vapor barrier (2) #4 rebars
scale: 1/2"= V-0" I nte ri o r Bearing Wall
Scale: 1/f� 1,—(f I(o 4 4- Z_
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JOB NO.
91164
SIEW NO.
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JOB No.
91164
SEUMT No.
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DATE:
Building and Zoning APR. 29. 1991
JOB NO.
91133
110q SHM NO.
S1 of 1
SQUARE FOOTAGE
CONDITIONED SPACE 1430.00
GARAGE 409.00
TOTAL 1839.00
ENTRY 13.35
PATIO 103.00 z
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DATE:
04�05/91
JOB NO.
91133
SEUM NO.
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91133
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__1/4� = f—C)"
DATE:
.-LKF-rP- SIDE ELEVATION _04/05/91
JOB NO.
SCALE: 91133
Iloq Z_11\1kKs1,bE cr- S= NO.
3 of 6
z
0
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12'—4' 10'—2' 16'-2"
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6'—2" 3p—l" r� 6'—2
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4" CONCRETE SLAB
W/ 8" x 8" TURNED
DOWN EDGE W1 1
#4 CONT
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4" CONCRETE SLAB W1 6x6
l0xl0 W.W.M. OR "FIBERMESW ;v
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70
0
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SCALE: 1 8. 1, o'. FLOOR PLAN APPROVED
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SCALE: 5ELVA LINKSIDE m
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1/8" V-0" ARCHITECTURAL REVIEW COMMITTEE
DATE:
c\j
DRAWNBY:
R.S.
DEM
SCALIC.
DATE:
04405/91
JOB NO.
91133
//0 No.
4 of 6
12
FIBERGLASS SHINGLES ON 6
15# FELT OVER
1/2" PLYWOOD SHEATHING ON
ROOF TRUSSES @ 24" O.C. l'—4"
Af C�je 12 METAL HURRICANE CLIP R-30 INSULATION W/
FIBERGLASS SHINGLES ON 6 (1 0 EACH TRUSS) 2" POSITIVE AIRSPACE
15# FELT OVER UNDER SHEATHING
1/2" PLYWOOD SHEATHING ON
ROOF TRUSSES @ 24" O.C. 4" GALV, METAL DRIP N
_Ei
R OV9
............ R-30 INSULATION W/ P.T. V'x2" NAIL ER
"ll-� 2"x CEDAR FASCIA (2) 2"x4" #2 TOP PLATE
METAL HURRICANE CLIP �171�� 2" POSITIVE AIRSPACE
(1 @ EACH TRUSS) UNDER SHEATHING
P.T. V'x2" & 3/8" PLYWOOD
GALV- METAL DRIP ON SOFFIT W1 2" CONT..
P.T, 1"x2'* NAILER OVER SCREENED VENT
2"x CEDAR FASCIA 1/2" GYPSUM BOARD Q
(2) 2"x4" #2 TOP PLATE V'0" FRIEZE BOARD
3/8" PLYWOOD SOFFIT CQ 0 -44 to
W/2" CONTINUOUS
SCREENED VENT
1/2" GYPSUM BOARD
Co
SMOOTH FINISH STUCCO ON -7
SMOOTH FINISH STUCCO ON 00
METAL LATH ON SHEATHING
METAL LATH ON SHEATHING OR WOOD SIDING OVER "TYVEK"
OR WOOD SIDING OVER "TYVEK" VAPOR BARRIER OVER
VAPOR BARRIER OVER Co 2"x4" SPF STUDS @ 16" O.C. R-11 BATT INSULATION
2"x4" SPF STUDS 0 16" O.C. TO 8'-0" PLATE HIEGHT. . 7 0
TO 8'-0" PLATE HIEGHT. 0
(SEE NOTES ON NEXT SHEET (SEE NOTES ON NEXT SHEET
FOR PLATES ABOVE 8,—o") Co FOR PLATES ABOVE 8'-0")
0 R-11 BATT INSULATION
94
2"x4" P.T. BOTTOM PLATE W/ LLJ
1/2"x8" ANCHOR BOLT 0 6'0" O.C. BASE MOULD
2%4" P.T. BOTTOM PLATE W1 8" C.M.U. HEADER BLOCK 4" CONCRETE SLAB W/
FIBERMESH REINF. Lu
1/2"x8" ANCHOR BOLT 0 6'0" O.C. BASE MOULD GRADE
.............................
8" C.M.U. FOUNDATION WALL Co
12"x`16" Mo HIC FOOTING 4" CONCRETE SLAB W/ Cq
6 MIL VAPOR BARRIER OVER Q
W/ 2 CONTINUOUS GRADE FIBERMESH REINF. :5 TREATED & COMPACTED FILL
6�T
CQ
Q)
8"x`16" C ETE FOOTING Co 4j Cn
6 MIL VAPOR BARRIER OVER W/ 2 CONTINUOUS
TREATED & COMPACTED FILL Ict
V—4" 01
C',
/�V T Co
TYPICAL WALL SECTION TYPICAL WALL SECTION 0
SCALE: 3/411 11-011 SCALE: 3/4" I '—O'l
u
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BRICK VENEER W1 1" AIRSPACE OVER
1/8" THERMOPLY SHEATHING
BRICK VENEER W/ 1" AIRSPACE OVER ON 2%4" SPF STUDS @ 16" O.C. C=)
C--> 9
1/8" THERMOPLY SHEATHING R-11 BATT INSULATION TO 8'-0" PLATE HIECHT. L 0
,4
ON 2"x4-" SPF STUDS 0 16" O.C. (SEE NOTES ON NEXT SHEET R-11 BATT INSULATION 1-14
--d u
TO 8'-0" PLATE HIEGHT. FOR PLATES ABOVE 8'-0")
(SEE NOTES ON NEXT SHEET
FOR PLATES ABOVE 8,—o") 2'*x4" P.T. BOTTOM PLATE W/ BASE MOULD
1/2"x8" ANCHOR BOLT 0 6'0' 0.C.
one E- V)
loon- 4" CONCRETE SLAB W/
2"x4" P.T. BOTTOM PLATE W1 8" C.M.U. HEADER BLOCK FIBERMESH REINF.
GRADE 4j
1/2"x8" ANCHOR BOLT 0 6,0" O.C.
BASE MOULD
0
8" C.M.U. FOUNDATION WALL
� 1 0
6 MIL VAPOR BARRIER OV
FIBERMESH REINF. TREATED & COMPACTED FILL
W/3 �j� CONTINUOUS GRADE RETE SLAB W/ z
12"x`16" MO OILITHIC FOOTING 4" CONC C', ER
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4" BRICK SILL SELVA LINKSIDE Bic
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ARCHITECTURAL REVIEW COMMITTEE
6 MIL VAPOR BARRIER OVER W # CONTINUOUS
8 — Bic
DATE: Y
TREATED & COMPACTED FILL
SCALIC:
3 4" - l'-0'
DA17:
APR. 5. 1991
TYPICAL WALL SECTION- TYPICAL WALL SECTION JOB NO.
91133
SCALE: 3/4?1 I )—Olp SCALE: 3/411 — 01? SE=T NO.
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N OTES.
STUD REQUIREMENTS FOR #2 SPE
ALL TOP PLATES #2 YP OR #2 SPF
8' HIGH EXTERIOR WALLS (MIN 2x4-16*' O.C.) 0
0
* 2-2x4 STUDS CONTINUOUS ON EACH SIDE OF 4'.5'.6' OPENINGS m
* 3-2x4 STUDS CONTINUOUS ON EACH SIDE OF 7',1 8'.9' OPENINGS BASE MOULD
* 4-2x4 STUDS CONTINUOUS ON EACH SIDE OF 10 ,11'.12' OPENINGS OEM
2"x4" BOTTOM PLATE 3/4" PLYWOOD SUB—FLOOR
9' HIGH EXTERIOR WALLS (MIN 2x4-16" 0.C.)
* 2-2x4 STUDS CONTINUOUS ON EACH SIDE OF 2',,3',4' OPENINGS 0
* 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 0 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
* 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)
11 ' HIGH EXTERIORWALLS (MIN 2x6-16" O.C.) TYPICAL WALL SECTION
* 1-2x6 STUD CONTINUOUS ON EACH SIDE OF OPENINGS 3' OR LESS AT SECOND FLOOR- 44
* 2-2x6 STUDS CONTINUOUS ON EACH SIDE OF 4',5',6',7',B' OPENINGS SCALE: 3/4j)=l )—Ojj
* 3-2x6 STUDS CONTINUOUS ON EACH SIDE OF 9',10',11',12' OPENINGS
* 4-2x6 STUDS CONTINUOUS ON EACH SIDE OF 14',15',16' OPENINGS
12" HIGH EXTERIOR WALLS (MIN 2x6-16" O.C.) 4 11 CONCRETE SLAB W/
FIBERMESH REINF. uj
* 1-2x6 STUD CONTINUOUS EACH SIDE OF OPENINGS 3' OR LESS
* 2-2x6 STUDS CONTINUOUS EACH SIDE OF 4',5',6' OPENINGS
* 3-2x6 STUDS CONTINUOUS EACH SIDE OF 7',8',9',10' OPENINGS
* 4-2x6 STUDS CONTINUOUS EACH SIDE OF 11',12',13',14' OPENINGS Co
2x6's, 16" O.C. UP TO 17' HIGH CONTINUOUS)
CQ
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6 MIL VAPOR BARRIER OVER :�_—
TREATED & COMPACTED FILL �/
C,
2 #4's CONTINUOUS
1'-4"
'o
Cq
Co
STUD REQUIREMENTS FOR 0
V
EXTERIOR VAULTED WALL AREAS THICKENED SLAB 0
DO NOT USE GABLE END TRUSSES SCALE: 3/4"=l '—O Y)
aj
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SIZE & SPACING OF STUDS SHOULD BE DETERMINED
BY SPECIES & GRADE % HEIGHT OF WALL (u
ALLSTUDS IN-EXTERIOR VAULTED WALLS
0
MUST BE CONTINUOUS TO BOTTOM CHORD 0
OF VAULTED TRUSS OR RAFTER MEMBER
a
V
lx4 BRACES @ 48" O.C. 8' LO 1 #4 CONT.
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LLL��FIBERMESH REINF.
6 M I L VAPOR BARRIER OVER P___4 0
TREATED AND COMPACTED FILL V)
CQ
APPROVED DRAWN BY:I cli
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CHORD VAUL" MEMBE � 4 CURB ARCHITECTU RAL REVIEW COMMITTEt DMIGNSD BY:
DAT9, Bic
SCALE: 3/4"=-l '_o" SCAM
3/4' - l'-O*
DATIC:
APR. 25. 1991
JOB NO.
NOT TO SCALE //o q SHM NO.
A6 of 6
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A0flTtCTURAI, R�VIEW COMMITTEE
.ELECTRICAL PLAN IDATE, DFMGNICD BY:
SCALE: 1/4" l'-o" scAlz-
'1/4' �; V-0"
DATE:
04/05/91
JOB NO.
91133
SHM NO.
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