1435 Linkside Dr (vault folder)002 i 4 ii,
vn� f' Nit
OV rA
A
W
AS
"�'!A -F Al 7� AIq*kW
7
fiberglass shingles on fieft
Mu e 'e x omes
al 112* o.s.b. sheathing n
an pre—enalneered
lVades tru"m
roof
2,4? ox.
W WINDCO UQBON REQUIREME
Varies
r—.70 kumdation
I ol board
tuds: o.c. and at each side of all openings,
cardboard Insulation baffles
fter Ties 0 4'—
Vv
t%p and bottom plates.
Tibp Plate: Hughes (RT2418)
hd 2x aluminum is" drip h hiss Ill 2x Bobttom Plate: Hughes (RT1818)
I Lt
down straps
down straps
1 x2 pl k Ties good for 865 lbs.)
2. double 2x4 topi plate
Trusses: IMinimum strap at each truss— Hughes Hold Down Strap
3. rafter ties (hughes 41818) W p.t. fascia —3: rafter tin (hughes rtIllia)
-Cr o.c. and 0 each
us Tie). Trusses and jacks with less than a 10"
0 49-W al and 0 each 0 V
soffit
%,I r
of an owing do of an opening
Vent 22 gage On I Ir ol
ip.
verticis or holl
span to have (1) hurricane hic cli
2x4 gap ties 3r oc.h.
for
a
Headers; To conform with SBCCI section 1707.3 w/ applicable charts.
support for each tie
shear Ix frieze
rot
1/f min.) or border Wall studs to meet section 1707.3.2 for header support
V.% of WON am
(tivisk or beftr) and c ipples.
Gable Enfds- See details provided on the plans for special
siding over
ming requi
sathing for fro rements.
Mulred wind shear
(Note* 1 st truss must be dropped so that outlooker
(minimum 2W The 1/f min.) floor UU�
floor WOODS
i
RT 30112 to run across floolir can �e framed from 2nd truss back.
trusses at Av o.c.
i straps good for 140 1304
Sheathin%: Sheathing to be comparable to 7/19' with
I/.r oi board I Ir calling board
nailing on edges and 1 T interior to obtain
Ill d"all JYT drywall
a minimum of 210 lbs. per 1/f of shear.
1. llrxllr anchor bake a ol
rebar vertical
Girder Triosses; Trusses with an uplift of between 1000— 1800 lbs.
L bol z/ mkdmum 0.
of z- wp and
bottom. bend of
bend of 1 2 top and 6 2. 2x4 p.t. volis plate ad W/ minimul-bottom
In continuous bead of sealOnt shall have continuous connectors from top plate to
9 slab W/
awaits slob W/
bottom plate.
w
a 10/10 W. M. over
floor finished floor Or
rl114 A-.
4
used Top Plate 4 Hughes Manufacturing)
wa 50 Hughes Manufacturing)
finished grade so /itinished grade MA2 perimeter.) Bottom Plate I
waterproof m lbrons— 7
Ir concrete E em concrete block
W\ all cab glad
w\ all cob filled
NOTE:
A
'C*4
ALL EXTERIOR WALLS ARE
compacted fill AAA A a loft
'A
IF oonamim fbdff I gl�V4 rebw at all 4
D
f4 rebars %%aj -T ww"We
WHERE PROPE
2. of block %"__1
sholl not emsed
3. If stornwall Is less FASTENERS ARE PROVIDEE�. 41 Wig V owing
or more
x 20r.
till footing must bV
V
NOTE:
ANCHOR BOLTS MUST BE �USED
dard Wa I I' Section
Steniwall Footer with Sta in WITHIN Or OF ANY BREAK%
Sadr. 1/99- 10-0 (WINDOWSsDOORS) IN &L
SHEAR WALLS.
Header Clipping Placement
W
:rxrxllir washer
P bodam plate
A.
p x1(r anchor bolt 0 31r oc.
rt1818 or equal
bi
-25 Or better
2x4 blocilding 0 sheathirig Joint hurricane dip W Oxa-10/10 w.w.f. or fibetmesh
t45U
2x4 barge mow col
7/1C structural roof sheathin (4
am is Impo
E
151 top chord of
TV end
I garage door header
ifram� 4
b V4 1Z _ ,l; ' '.:v'
0 0" a
adaD CA]
to bottom dJ=0 x-.Wmdng 7/14r ollisb. wi r% N
d
story)
2x4 x 0 12�(
rovide ad 2x4?s nai" an
sides wT2xa studs
wrtical Of 1111111-WE than both 6! Z-(2)
*1 #4 rebar around "rimeter.
2x4 scob cont. top to bottom form an -t? shaps) around bend outside rebar ff at comer
ho cl 0 4V to
chord 0 V-0 from gable
(two Sto
Nots: lir minimum wAkft1th Note:For returns Win ry) No. for a two stary, use
r J3') 4 rebare
an garage, return. than"I'Mr. use 1913r
ol w/ I Od. nalls.
Monolithic Footer
bottom chopul of 9" and truse
Scale: 11r- V-Or
api wl Ild
plate 2x4 stud
(2) 2x4 tW p.t. bottom
2x4 scab If wrL web Is not present _rsd
head anchor
2x4 studs 0-0. hurrIca 01%)
;J
cont. 2x4x8 #2 w/ .4"washer
go
lateral br
on 0 4T oc. I(f anchor bolt as required
2x4 blockirud 0 41r ol between pi
(2)ho cups 411 44r ox gable aidArst trues
compacted fill
Garage Door Return
vaWm barrier (2) #4 reborn
Platform Framing Gable End
i A i
-erior
I n Bearina Wall FM- HUlLDW
A
PW.I/l
41/95
ppppp
;Gs�39
A
jq
jy
d
C�
j H,
< E
j
CWMMT XOT!cs
Cogyriqttt 1391 Xorthea3c .71orM4 "Za9cer
Inc.
of Flaridae
Uugdgkuot As3oclation
All Rlqtits.Re3erved.
-7
S b
a root rams-rAxotilc cApJ'ORT3 I TwitU BOLTS
]gW p RLU. D&An I!PAKS Fail FAX=TAXDXNC CAII"K= 4043 T-4 ALLOT 10OF PAX SPAX
A
13 HAX. scm SIZE
POST SIZE
jAJ6Am SIZE FOR SPAN - L ON DRAWISIC IJS6 -A- V O.H. Oft -W' -1 -1
TILT
-^--i 7-4 2 -A' ar,�(BUILDING SFAX USE -A- AS SHOWN 09 DRAVIXC3 READ SFAX BELOW 1-1 3-1 0.01 3 3 0.04
17ABLE 3: Il'tt2 [V� SVC-99! t %A§3 &t-LA.2 2�62:qo�- Jjj.T EAR EXAMPE.Z. It SEE I 101111TH
W_ F PANS UKA162 LO"S AND 0. H. 3PXCIFIX.Jb T-r 4-1 a.03' TILT 3-9 2-1 4.04-
KAII11Vh SPARS 0
WALK ON It./920 JIM li. L- 93 am At. L. I I a nm w. E. 2
FAR EASE
jV 2:r..:I
3: (DV E12
STANDARDS 2
yfqT Lt D z a- its 3 3 2
q !z K, !! -_ J:
COMI-031TE PANELS 3 a z2z Y, 0-022 ! g- b- L:.O- t 3
!A ! M �qef LOAD al - 2" It - 4� IA- to- J-2- a- Av- IV-- 7-K &'Z 4.133' WO 3-1 3'2 0.093
i66M 3PAR -W- AS SHOWN Off DOIA-114GS
T. a.- 1 7'- So- 7-- at*- 1*- 12
I-AXELS IZi If. LOAD to'- 3- Ia 3- IQ- it- 3'1 3-Z 0.093 3
a 3:1 3:1
1: 2z K Q_ U- WAS it. LOAD -2- v, I- at- TO- 6-', -: 2 3�-_ , _ . .
IT '7 2-1 T-1 0.130- SHIA
A..IN.
7 to
-Z CV224: 3
x
9-1 @4224 S!0 3 1 3 23
P ".- = I
jig nrH V. LOAD 11- Is- 2- to'- 7- JIF IF IA- V_' W- It- 93.- 1. 13- 2-
&P-95,F IA'- V_-
& 4�'
120 JIM W. LOAD. 41- 3- a*- 111- 3:: 3: 4 3: 3:: AA: loAD Ia-- I- Ia- It- It- 3- 1 3- 13-- -
132- 3 3:: 11 3 A- so- 12-- 1
F;il,o SAFE W. LOAD AD- 3� 341,- Ia it It,
._1 !!71 2- 1-RAD.W TILT Bg6!1__
21-� -7-
93 M44 W. LOAD It-- 5: 1!-- 77 ly=F 6.030
TJ Z4
T 110 111,14 W. LOAD lol- 3 7- IA- 1.� 9- It*- 3- Ia.- 3- 12- a- 12 7- IT,- a- 13- 5- IA-- ST-.- poor AREA FOR ALUSAIxUAS CARPORT POST
! - -- It- It-- I- AT.- a- 13-- A- 13- 4,7- -^REA' 2 1 (W/2 - O-H-)
- IA).- 3- 1- LOAD TABLE 4: HAS.
a- 11
91- to to*- 37� LOAD to -roit"XELA)WABLE R001' AREA USE
120 MP14 W. LOAD 7.
to*- ?_ all- 1- 921- a- 13-- lf-� -3-. ?- W A a.*(. 2' THUS: -AREA- 36 3f
-140-1 0.0p. LOAD 10. .
T i 7:: 1: 7: 2 IN Sr
J, ZIA,,pLE: 12
;3 ;iwi Ii. LOAD T57=
IT*- 4, 4!X 12 _.-22 ROOF AREA fee VARIOUS TYPE P03T
T:: a TYPE Mi. ALLOW.
.;. - _ - - IA'- I- IA*- Lo- 13- IT- POST
110 ttM w. LOAD IA- 3- til- 3 IT*- Is' 1 3 -it TJ 14PH w. LOAD 131- 6 13*- 4 ?: DE31cm LAAAOS AND WIND VELOCITY71. AD
3-
120 11" W. LOAD to*- 5' 1 a- 71 1. 6*- It- 12'- a- 13- 0- *13- Ale TAP" 20 MPH
7:: 7: 6:_ It: 'A" 1,
A r HCT
.,z 110 LOAD 12- rq;T WALKOK .137811,11
LO Ill- 91 IT*- It- 17- 3' 131- 3- IA-- ii-_ mn --- .34 3 0
,g r.M W_ AD
355 796 25.
IA- I
tie nrH W* LOAD IA- I- I I- A- Ill- 10, 1-;�x_4-z 9,120- a. .11 IA.- 3- IA'- Ia- 13" 176 153
6:760
120 nFH W. LOAD 10- 3- to'- 6- IA- a- 12- Ia- IA,- SO- 13- 6 2 3- A- 7: 13 a-
10 MPH V. LOAD 12, 11 13, 1 A.
-1 -1 a 13*- 6 121- 4 W. LOAD 12 3 12 4 13* Ia, 6
0 a 0
2!
7:-
J --i3-Aii ;.-LOAD IA*- 11 IA*- 31 IA*- a-
'T. lol- so- 121- A, All- 3- X 12-X 0 037 1 A0-0, 370 .12 3.12
A. - Ia,- a, L�-fi - - - 16* IT- 3- to*- 1� 393 379 26)
13- 5- 1*,- 1- a A" V. A IA'- 2 16, 4 3.q26 796
0 110 #APH w. LOAD J21 30 Is,- 1
130HPH V. LOAD All- to- 121- a- 121- 6- V. A- Ill- a- to,- 1- 110 rcm W. LO ;A:- 100i :4:: 1): :3 :31- Ia- Ia,- AD-_ 163 23V 345 248 214
:� AD to,- a- 5
i 5: 1:- 6: 120 SAM W. LOAD 4 4 2 4 1 Al- to- Ia- I,
:704 lei 246 206 t76
12- 3
Ago
TN. 2� ------------ ------ --------
LOAD IT*- 7 IT*- a Ia* 0
a 2L22t- -
Ia 7
PANEL SIZE ROOM SPAN �W- AS 3140wX ON DRAWINCS iv-io� 1�.500
110 A" W. LOAD Ia'- 0- It*- 2- 16- a- IT*- I- IT'- 11� 7.992 400 533 .44 384
7. 0. H. 2-e a-
I" W. LOAD 151- 3 L3.- A. 15- a- Ia- A- IT-- 7__ 12,
0 270 360 300 757
95 mpli 15- 7- 15- t- :1 3 5.400
I A 0 MPH LOAD 1,'- 7- IA-- 66, 13- Ia- Ia*- a- IA'- 12-1
W. VDAD 1::: 10: 1,:- 11: 20:- 2: 9 2 4
.120 11!11 �_.LOAD 11- 1" 13- 3- 13- a- 77, 12- to- IA*- to- 131- 61 [1- 41 1q.44
110 a- 211:__ 9 0 172 1196 -.1000
Ila A" W. LO 0 1 1 .1 1: . I ioo 666
12 13:: T 14.400 720 960
1 :2:- 7: 12- a-
---------------------------- as: 0: 1 AID #U`K W. LOA 7- Ia lt�
AD AT- 31 IT- 3" IT- Ia- 2' 560 -80
10.060
04 672
13 nPH W. LOAD IT*- 7- Ia 11 3 3 1 5
I 10 11PH W. WAD 151- 6- 161- 6- 161- Ia-
4-S
130 ISPH W. LOAD IA'- 6- 15- 3' 151- 3- 10:: 3- IT*: le- Sol- I-
W_ EAME-Li 26. 0 1310 17Zi------ilii
H. - 2- t- Lf 2- Liz 'J6.490 675 toll 916 755
9 9:- 31 to*- A, 2-3,ro-S1_L: E2 S_ -_ 1* 2- - -
tal- a-
4.:! 3 Mm V LOAD 12:- 4: a- 13- 2- Is- Ii- IA-- to-
W: I 7_ IT. 1. 12. 1.
93 hPH w. LOAD ------ 10.670 5). 711 593 306
I a V
0.135- S.H.B. 201- 0
to MPH LOAD 1 3
110 nPH W. LUAU 16, 5: .6: o: til- 10 2 A� 120 1" W. LOAD to*- TO- Ill- a- IA- 7- 12- 5- 131- 6-
120 nPH w. LOAD 0- 2 5 3 5 - 3 66, 16- a- Ia,- 11, IT*- I- !9�� T-6
6U2111 2M tit
AD A._ Al
15:- 0: 17:- A 51- to- 14* 11 14 6 134 2 16' 1"
95 MPH W. LOAD
A,- le- MPH W. LOAD 13- 1' 12- It" 13'- A- IA- 1- 131- a-
14 - 1 6 - A
110 MPH W. LOAD lol- 2- 141- 3- Ia 5- 41' 13*- 3- 13*- A- IA*- a- 130 K?H It. LOAD 12- 1' 121- 1- 121- It" 13- 4- IA.- A-
�120 IIPH W. LOAD Ia,- 91 to*- It-. t7'- 3" IT,- 3- IA,- a- 13- 3- TA L 5. ISOLATED F92TINCS
-ibst CAI�rl)!T rOST tl/
fp"TN?
a- Si
IIHM!221 6M 1!
6-1 44-1 0.026 13- 10" 12- a, I? ROM Mi El 09PMR Env-%611 LOMM§ 1! nE Enylkil
__ _5Z-------iiT:
LiAib LT J3 EIEO EXDEL)n6l 1U1 ROOF rAX3 Lt ISLECTER rROM
IA'- a- 13*- 3' 12*- 1- Mt Mqu LISTED 111NO !XLOCITY UPLIFT Lq�J)S
"PH 20- 1- 20*_ 31 201- fil ------ 10 mrk
to "Pit !2 M --- ___'. 120 MPH
0.130- S.Ran. C1.433 BOOK SPAR TAIII-118.
i :d I Ia lIPH LOAD I11- I- IA1 a- IV- a- 21
6 22
-a- 25
0 20*- T- W- V_ 71 61
47X
95 MPH W. LOAD
IT' 46
IT,- 5-
116
1'-6-X 1'-:6-X 2--0- 143 136.
1 10 HPH W. LOAD 211- 41: 22- 5 221-
13- 3- IT,- IQ- Ia'- 3-. A
130 MPH W. LOAD 201- LT" To,- 6- 711" Als* 4. ROYIL ALLFKI J1vP`11!=Mw f6MA 211"_-M Eff i.1IMIS 1--4-x 1-8-1 2--o- gal 156 13
d IA'- a- 161- so- 13*- PAX SIZZ fLAXIftV?I SPANS OF PAX3 UNDER LOADS AND 0. H. SPECIFIED
iT 11-4-1 I'-S-X 3-6- 273 22q A94
3 13 0-*32 E02 !- U_- IL 0- & 2 1 0" E_- 2_- Sz M K a. 257
-i A.-
lip, 2O_Z 21-0- 346 206
TOTAL ROOM WIDTH
2 91� !hf!q11T; VE 9!Mffmg� .3 2 3 3*- 10' LOAD Ia'- 3- Ia-- 41 Ia*- to, IT*- A- if-=
ii-Af-fil WIND I.Oi6 ilCEEV3 L.Iyg Wt% 2'-4-X 2*-4-X 2*-4- 443 366 331
.9 PE 9 22 1"W. SAM) IA*- 10' IA*- It' 13- 31 It*- So- Ia*- 4-
_QyfftfIf�T EqR t6tS V y
HCZACUEVU �-iib EKB-f6lt SELEC 100 Of It f P NIL4 13'- 3-
;J vp* 12' T' 14. 4.
A
--- ------- -- ---- ---- ---- ----- nt--- JZAS JOK V LOAD 13*- 11- IA'- 1- 141- 31 131- 4AI til- II_
P-Ac 9.2241
pgE-CAST SLAB w/ Be* SACx-CjtrM a ASACKFILL OVER SLAB
i x .026 17 56
261- 5- 30'- a- 27'- 11`
1 J"if 20- 3-
AV N 24*_ 2- 27*- 11- 23*_ 3- 1.6
3 LAUD TV:- A:
M LOAD 6 1.- 7. IT*- I- I?,- IQ-
77-1 221- 23'- IQ- 23'- 7- 121:f(PH Al. LOAD 16. T.: 17 - 4 4 0- IS'- 41'
20'- &1- 24*- 2- 22*- 0- 1 3. a
as w:r 17-1 0
a- 22-- V- 201- 9-
13 twit V.0a 191- 10 Ill- Ia- 20- 1- 201- 7- 21- 3-
7- 114 M V. LOAD IT'- 11 Ia*- a- 141*- 3- Ia,- I- Ill- I-
IT,- to- 20*_ 7- to*- 9-
t Ill 170 MPH W. LOAD 1&*- 10' IT*- a- IT- 3' IT- to, Ia*- 61
IT*- I- IV- o- Ia*- o-
O-z 0-224- S. .3.
'93 RPH W. LOAD 31- 7 211- a, It- it, IT*-
281- a" 33*- 1 18- 1 LOAD IV- a- Ill- s- it*- it- 20- A- '21 o-
Ila SApH V.
261- 2- 301- 3- 271- 71 Ia,- to" it-
120 MU if. WAIT Ia*- 3 Ia'- a'
IV- 3 Ill-
7W 24*- 3- 34*_ a- 23'- 7-
22'- 26*_ 2- 23-- Lt-
_W_ PAN11LS
�J
20*- 3- 23*- 3- 31'- 4" Is- A IV:: I-
?3
IV:- 4: 22:- 4: 30:- Lt: Ia*- I- Ia,- it: 17
tit -tic IAN A, LOAD I
A'; 2- 7
AIR'* a 6 21 4 1, 4- 1.
T:
IV- 2 IV- 31 IV*- 7 '201- 1 201- 1-
T:
X26 I" W. LOAD It- I- Ia-- a, IT*- 0' IT- 7- Ia- 3-
110 HrH w. LOAD IT-- As- IT- T" IT,- it- Ia- a- Ill- 2-
T OLLE 1--t-i AAAX- ItOOF PAN $PAK$ FOR SCREEN OR TtKYL ROOM A CARPORTS
A
opEK 2RUILDING SPAK USE �A' AS SHOWIf OR BILAWINCS It LEECHIS 9-F OXERKA02-2 12 -W- FAIR TOTA!6 CARPORT rIML.
EAD srAx artxw
PAX AIZE KAXI11UH 3PAKS OF PTAKS IWOER LOAVS A.KD 0. M- SPECIFIED
1E!22M
E1413
ElffpM 1� 'n! FUTURE
ALUKIM-11M 6L-�Y 310$- 1! OR !QU_61 U_l#( 1-ILL-0 241.222 EH
IT a EXI)ED TUA THE R F PANS 89 31LECTED FROM
p
ra CW3 ROOM 3PA! TABLES.
tom W. LOAD Ia, I- To*- it It,- 19- V_ 201-
NOTE All slCm and[CopoCaes wt based on ofsf
Ia OTH W: LOAD 17:-- 2: :7:- 3: Ia*- 2- Ia._ 11.
2
1 0 TWA( V LOAD 6 - 3 6 co3z of Uph A load$(kfe to ,nd ,eiccaes.
a,- IT*- 4- Ia*- I"
T, At. WAD 211- a- 211- 1- IA,- .1 311- to- 221- 5-
"T 110 t"If V. LOAD IV:- 2- 19:_ 3: IV-- 7- 30-- 1-
9 2
W I Ia-
to" a 21 is IV*- 2- IV*- 10'
J
qi�;tj7pii v. LOAD 21-- 7- 21-- a- 21-- IT- 2
ALL INFORMATION AKO DETAILS CURTAII(Ell 00 THIS DRAWING 13 THE
0.
PROPERTY OF LAWRENCE E. OEXXETT ASO SLAY NOT BE SEPOODUCCO/CUPIED.
110 tWH W_ LAAD JV*- a- IV- ga- 301- 1- 34- 7- 21*_ 3-
OR USED IV ANY "ANIACA wITI%X/T HIS WRITTEN rEJUSISSION. JXFOIVIATIOK
120 MPH W- IA" So*- 8- Ia*- I- til- IV- XG.- 41 13 WAIT VALID WITHOUT "r. ftfNWCTT'.1 SICOATVSE AND CnOOSED SEA ON
IT 112:1 gzt�2_ A "ASTCA FILL COPY BELONGING TO THE PERSOK USINC A COVY Or THIS.
1 Vi-h1i'll W. LOAD 24- a- 24:: 2- 341- 6- 3' to 23.- A-
IA" 22*- a- 22
I 10 two W. 22*- A- 321- 1-
21- -3- 31-- a-
120 t(WH W. IAAAJI 20- 10 20
41
12-2-39 W:M0 22!: E2 Oz ff-. 1-' 0� tL 21 a-- ff-- 21 2- 2 -H
LAWRENCE E BENNETT
3 LWA 15* 3 15* 4' 13- 1 Ia*- 4 IT-- 2
I Ill t&K At- L=D 13- Il- '14'- a' tf.'- 3- IS*- 2- 94-- 0-
12o tW W_ 1"* 13*-- 2� 13-- A-
IT
13*- IS- 3'
J
T -RW Ia- T
93 H v- L"o I?* a- 11* 17* 4 Is* a It' CIVIL ENGINEER DEVELOPMENT CONSULTANT
IT'- 3-
120 Am" 14*_ ja- 13*- 3- IS-- it-
as a t(WH 10.0 AS- 61 AS,- a so*- 0 14- 7-
PO. Box 4368 South �Dayfono , F1. 32121-4368
-f 7__;T.T0`96__ I!"
T
I-. "-a
Phone no (ft4 ) 25-3-9960
AND LIESM 2f 9MMAM r02 E021 T-w-ra SA-M!r Y19M.
J: FSCP
DRAWN
SHEET S f
0
LWf3 F