Plans 297 Seminole Rd (vault) X:
REVISIOP48 BY
CONVE FRANIE ROOF AREAS-SHINGLE ROOFS
Project Dat
Soon Tables for No.2 SYP Rafters
No&eiling Load.20 ralf LL,10psf DL' shware Footage information-.
Cbndifior*d Space
SIZE 12'o.c. 16"o.c 24"o.c.. Unwridtioned Space
X6 0 Unenclosed Space
IjA
-4
I't %I
x 15.10 Lot Area (including Wellands
'26'-0 It
d
Zx &Bodies of Wats*
Span Tables idir No.Z SYP Rafters-No Coiling Joist. S�M,Ct r Ure Height Number
01 Sti%rllea:
with DrWwall Coiling-10 psfLL,iSpsf DL -1 Mean Roof Height -1-7 1
Number of Stories
SIZE
.12"ox� 16"o.c. 24"O.C.
-V
terfall Infortnation.
Roofing Material shall most the requirements of
Chapter 15,Florida Building Code.
I," Span fables for No.2 S Yp Ceiling Joist
24stLL,10 Pit DL
Roof Underlayntent. 4869 Type 1
Roof Flashing- 26 Gauge material for Drip,Flak%,Cap
SIZE 12"ox. 16"o.c. 24"o.c.
&valley
X Roof Material.
14 1 Fastening. Refer to Structural Sheets
'�'l X8 142",-
4t to i 20'-9t ---
PO Of ConstrUction: FBI
Type VI
FIN i
Span ITables for No.g SYP Floor Joist Un-protected
-sprinkled
:i,14"1 40 psf LL,10 psf DL Un
-r�
0 it -- -
I SIZE 120 oc. D.0
11 1 1 1 ili" 24" W�Ind Zone Inforrnation: Ell
-2xe 114'-2 -_f2_4�F
.2"
2XIO 15
ZVI -9' 11--ir '4"'
f"Miect Location;
0
In OX of Sheal
414
Sheet Floor Plan -X�� Ff
0
'ell
iA
_7\
+ /A
I (I Codes;Florldist Building Code 2007 W/2009 Supplements and ASCE-7-05
pr�oject SOOPOZ
Basic Wind Wed: 120 mph(Wind Borne Debris Zone) TV 0 kv
'41i _40TA
- LOO�K F7Lj&N VAnd Imponstpoe Factor: I is 1.0 Building Category., 11
W
4P ble Codev
I it '78uilding Code 20o7w/2oo.
WindEXPOSUilit" C rM'o Ida
01"Revisilone
Enclotalum &closed Building !Florida Fire Prevention Code 200+ --
National Electrical Code 2002
Florida Accessibility Code for BuildinglConstructiorn
'18
internal Prisswre CoofffowrgGcpl- +.18 or
_410hapter 11 Florida Building Code 20071
&;zt�qlo\m- sy-14-v W, v4 Wind PressmV to Components I C.10dings Naiiienal Fire Alarm Code N.E.P.A
T
(0/ LOW �-bl2g -To AIJLoW
! 4 Enid Zone=W
Residential Group
Zone Moba wind antatiefl Wind badsimn 7
tJ C LZ'-
5
9S/n0Q`(,r- LAY, 5:AP OfF�
Pos" Suction
T-0 t�fZteIINAL L0&A-r[01`,J �tAZT4HUV UJAtL ��(o Interior ZonlP 10 +33A .35.2
20 +31.9 -M.7
1 L
<
50 +29.9 -32.8
100 +28.4 -31.2 6�/I/A/04 6
500 +24.9 -27.7
C 7o '10-1)
End Zone 10 +33.4 -44.7
20 +31.9 -41.8
50 +29.9 .37.8
100 +28.4 -34.7
500 +24.9 -27.7
Yfa]WG(FBC 2007 lable 1609.1.2):
IMPACT .'sisffAMT-0
it W
i
Wood structural-1panal with a minimum thickness of 7116 Inch
rZ-xi 4-T VIC
and mull
t3
span of 8 feet allies be permitted for opening protection In one-and tw"tory
building.Panel sinall be precut no that they shall be attached to the framing
A/
surrounding the ffening containing the product with the glazed opening.
!2!
Panels shall be predrilled as required for the anchorage method and <
U all required har(P#are shall be provided.Attachment shag be designed to resist
the componentwillind cladding loads determined In accordance with the
*.tPE 7 with permanent corrosion real attachment hardware
provisions of A
provided and an6lhOr permane y Installed on the building Is permitted for fk
31
buildings with a rpiean roof heig t of 45 feet or lost where wind speed do not 4A'
-Z,'X 4 t 'k ('k t4 C
%
exceed 140 mphl, vt
6wo' C')
TABLE 1609.1.2
13
-JEBRIS PROTECTION FASTENING
WIND-BORNE D
SCHEDULE FOF�WOOD STRUCTIRAL PANELS rl� 7*WO 57WRY
t-i
FASTENER FASTENER SPACING(inch)
-4
TYPE PANELSPAN
NO- Z97 th
2ft 2 to 4 It 4 to 6 ft 6 to a ft
#8 Wood skonew
%, R, 41z' OAAWN
2'embed .16 '16 10 a
EF EIE 0 P Y 010woodscrew
W0190 CHECKED
w/2embed 16 '16 12 9
L I/V Lag screw DATE
F eN
wl 2w embed 18 lie 6 16 1& - I
V
IZA 11 II.all SCALE
'/A
FOR CODE COMPLIANCE
JOB NO.
CITY OF ATLANTIC BEACH
SHEET
REQUIREMENTS AND CONDMONS.
SU PERMUS FOR ADDMONAL
.0;
FILE
i 4
Txa_. _
fiTf
pry
REVEEWMBY. DAM.
SI-Tr-_
W
I Ail
�y)
SHEETS
AMVXVA4L Pasign;&nr NO. 18GA-1411I
7
REVISIONS
BY
OVERFRAU� W/ 2'xb" SYP
No.2 RAFTERS 0 24* OC.
VA' COX PLYWOOO W/,2x6 SYP No.2 COLLAR
ROOF SHEATHING TIES W/tpcs-12d COMMON
NAILS EACH END 0 24* OC.
2"x8* SYP No.2 LEDGER.
I ROW 10d
offm� we(1) COMMON NAILS FASTEN (EDGER TO ROOF
sm�x a 3" OC THRU PLYWOOD DECK W1
2-#12x3j/,' ROOF GRIP
SCREWS W/ V DIA. WASHERS
AT EACH EXISTING TRUSS
(2)
1� k,i JpC SIMPSON H2.5
ji
f , if�M W1 8�8d COMMON NAILS
FROM RAFTER M LEDGER ftA"iNa 6,
A
LEDGER DETAIL AT OVERFRAMING RAFTER
y
SIMPSON A35 HURRICANE
2"W SYP No.2 CUP, SEE UPLIFT
RIDGE BEAN
CONNECTOR SO4EDULE
41 tiew Lo 114vaeu
2'-6- SYP N0.2 OVERFRAMING
RAFTERS..0 W. Q..C.,SEE ROOF
r4 c, -ta
FRAMING PLAN.
TYPICAL HfADEP 5TRAPPING . . ...........
IIIA, 64Vqe7T,
z
r
< '��2.6 SYP No.2 COLLAWTIES w/
8-12d NAILS EACH END,
SEE ROOF FRXMING PLXN
NOTE: C
FIBER6LASS OLLAR TIC TO BE LOCATED
ff 5f4lW74M OVER W* NO HIGHER THAN 2/3 THE TOTAL
ZZ HEIGHT OF THE RAFTER
FELT (MA-(2�,4+t�41411-) RAFTER
bEARING
QARFRAMING RA�T :a
YY CIDX PLYI'qOOD
-E
SEE-Roor- -
bd 40 O.C. AT EVC
t3d I
FR#mN6
At
TRu_%-To-PLATE� R5o IN50LATION
I CONNECTOR H 1,1� IN CEILINS
DO)BLE 2X, NO. 2 SYP TOP,PLATE.
2 X (o FASCIA W W, v
DRIP 4
S, 'M i�'4
AWWORIP 4
4
ZIA Kr� :CONT. VENTED
14
SOFFIT(KA .7 )
t APPI
71-
3(6 055 OVER 2 X. SFF
W 4
olb* 6x.. FASTEN 055 VV
t;l- 5VA ION Vo4 I
O.C. ON EDC-ES, IOl-O.C,..IN
FIELP TYP. U.O.N.
-vP
TAA �Ll(tvc
ExTERtok-FINISH
(SEE ELEW5) OVER
15# FELT OR TYVEK'
- BUILD. HZAP.
LL
,I, -To ALIelA
V
mj�,f S-7 I&11 a.4� &
FI m
rAvv
X'e
VvLelw fOA 14
t?I NZ-1 -to
-r6H
11--X(e
3(6 OSB OVER 2 X 4 SPF STUDS
NOTENERIFY FOOTINS
HINIH)N AS SHOM OR
PRo\oipE As PER PETAIL
2/A5
ly
Fl
NISH 6RAVE
(1) #5 C40NTINUoU5 :Ll
% IST.
EXIST.
#5 Dowr=LX[2" o241 0.6.SET 4"
MINIKIM IRTP EXIST. CONO. IN
EPDXY SROUT CHECKED
0 ATE
q
SCALE
Aie. Isivorga;p
L11 I qj�
JOB NO.
Id
-rep
SHEET
Ipr
W,
2..6
12d
R
ep U L
OF SHEETS
NO.ISGA4*X*4011-
jj