Plans 141 Seminole Rd 2012 new front and rear porches iA
if i 1
if 5, REVISIONS BY)
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SQUARE FOOTAGE INFORMATION!
INDEX OF DRAVVINGS SHE TS
F7
ilk
CONDITION SPACE FIRST FLOOR SQ.FT.
CONDITION SPACE SECOND FLOOR SO.FT.
CHITECTURAL
ETS
AR
r
UNCONDITIONED SPACE SQ.FT.
UNENCLOSED SPACE(PORCHES)SQ.FT JL
2 LE
IMPERVICS AREA SO FT.
5!
7�
TLANDS&BODIES OF WATER "A
i"i
LOT AREA(EXCLUDING WE SO.FT.
7,
4 4' zn
-ST
5TORIES:
RUCTURE HEIGHT AND#OF
5.
APPROXIMATE HEIGHT OF HIGHEST POINT OF ROOF
6.
ABOVE FINISHED FLOOR
A
7.
NUMBER OF STORIES
lu
8.
TYPE OF CONSTRUCTION:
TYPE V(UNPROTECTED,UNSPRINKLERED)
MATERIAL INFORMATION:FLORIDA PRODUCT APPROVAL CERTIFICATION TO FOLLOW STRUCTURALSHEE
--7
BY CONTRACTOR
S-1
ROOFING(MATERIAL SHALL MEET THE FOLLOWING SPECIFICATIONS)
S-2
ROOF UNDERLAYMENT-ASTM 4896 TYPE I
S-3
tLEY)-2C 12&U11-_-E —�T
(DR!R RAKE,07&0�VA
ROOF FL1kS!!!N.13
S-4
j:
ASTM 03462&
ROOF SHINGLES-
�STM D3161 TYPE I
f: WIND RESISTANCE MODIFIED TO 110 MPH
j
1 1 r: ASTM E108 CLASS-A FIRE RESISTANCE RATING
SITE PLAN 141,
NGI R MANbtXCTUREFVS
SHINGLE NAILI - NAILS PER SHINGLE)PE
;PECIFICAT 15 m :5 E
IONS Cc:
S.P. I OF 1 0
E .19
a)
WINDOWS AND DOORS(SEE ATTACHED ENGINEERING AND/OR MASTERED ENGINEER NG)
OCCUPANCY R-3 F.B..t, 2007
LING - 1141:bll L�\Ttrwi�,L,�
WINDOWS SINGLE H 1.
CD
TYPE OF CONSTRU ION
E Z
SS r 0
4-k
13 TYPE V-13 UNPR
0)
G
:ii WINDOWS HORIZONTAL SUDIN
Al- jolf—, y 14 C
4 AU 51-10WIN '54 -11 LI TYPE V-A SPRINKLR--D FIRE PROTEC 0
0 CL
b 0 E
SLIDING GLASS DOORS -A ONE H04� FIRE PROTECTI )h 0 0-- W 8
-33, together th the LSouth 17. 00 feet of Lot 632, as showil Ott th". 1-1at of L"Ifilta, -0 q 1 0
Ll TYPE V
Abli
Lot b
GLASS BLOCK WINDOWS -6
3
Section t , as recorqed Plat Book 10, Page 8 of the Ciurr,unt V liibhc "ecords of DUIVal r- C-6 Q U) W
:2.2 C -CA
EXTERIOR DOORS
q ounty
Florida. vpg-a 8 -C�.a C 2
GARAGE DOOR t-41 In
ZONING DISTRICT
lFor: Elizabeth T. Grenville Philip L. hor sorii �'HiAll- E
SELF FLASHING WINDOWS PEP,FRC.SECT.R.703.8(1) a M 0
ILI RS-1
A 643-B r
Sherry File No. 7
'ORMATION
W CL
RS-2 0)_UW-
(D 0) 0
THE -3 a5.5 Z6 0
REQUIREMENTS OF SECTION_OFTHE 2007 EDITION OFTHE FLORIDABUILDING CODE.
NOTE:THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE AND MEE IS LJ RS
;5
2007 F.B.C.
LJOTHER E 0, yi ii,
M -0 L) 0
(a 0 ca '0 a
THIS BUILDING IS NOT LOCATED IN THE WIND BORNE DEBRIS REGION
5 W
104�� 4 0 7' 047 5 m.9 r 7; t;.2 E L
BUILDING IS ENCLOSED ATTACHMENTS (PER,[BUILDER) I ;
—D
lo� >
BASIC WIND SPEED(MPH 3 SECOND GUSTS)
CL.Sj- >,9) Cal
WIND IMPORTANCE FACTOR 0 V)
2. Vo r- CL%
0 to 2 M to< <
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f
t1BUILDING CATEGORY 3.
C9 17
SLIOWCATIEGORY
Ar.
4.
7
e",e I;
INTERNAL PRESSURE COEFFICIENT
L
tf
40-1
6.
D 0%
t MEETING WIND BORNE DEBRIS PROTECTION:
7.
6ES 1N[%;;SUR%PSF)USED TO DESIGN COMP014ENT&CLADDING MATERIALS NOT
0
SEEST11ICTURALEN -;iN4ftHEETS FOR COMPONENTS AND CLADDINIG
S Cift
PECI ILLY, Q Y THE REGISTERED DESIGN PROFESSIONAL
f 1i"'1"!1'i'111R-'N'� GIIAE
(tN1DZL*ijAN INTER OlQZ ZONE)INFORMATION
0
TABLE 301.2.1.2
WIND-BORNE DEBRIS,PROTECTION FASTENING SCHEDUJLE
7' A 3� FOS WOOD STRUCTURAL PANELS
EA
14
it FASTENER SPACING(in.)'
4 Tl.<ranei Sftn kA
Panel Span 2 ft. 6 It.<Panel Spl in
<4 ft. <6 ft.
2 ft.<Panel Span
<8 ft.
it
ilk 12
16
L:—x 15-r C 2 #6 Wood Screw' 16 9
J!
16 16 16 12
2 1/2#8 Wood Screw'
iIS4 12 6 3
Double-Headed Na 4
19 If Af er
r4
SI: 1 inch 25.4 mm 1 foot 305 mm
At.?14
Notes:
V )or ess,
1. ThisAable is based on maximum wind speed of 130 mph(58 ml and mean rooi heightl(of 33 feet oom I
2. Fasteners shall be installed at opposing ends of the wood structural panel.
-r(#sistant anchc rs havi C:) 0
3. Where screws are attached to masonrylstucco,they shall be attached using vibration ng a
of—
it
PotT Minimum withdrawal capacity of 490 lb(2180 kN).
4. Nails shall be I Od Gorn 04 Cq r-
CN C; LO Ca
mon or 12d box double headed nails
Exceed 130 mph(58 m/s). "a C" Cq t-d Co
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