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REVISIONS
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REVISIONS 13Y
Wind Load NgkL
CONVENTIONAL FRAME ROOF AREAS-SHINGLE ROOFS
Codes:Florida Building Code 2010 and ASCE-7-10
Pr' ojaect D ata
Span TAWS fat ffix 2 SYP Rafters
Basic Wind Speed: 130 mph(Wind-Borne Debris Zone)
No Ceiling Load-20 psILL,10psf DL
km nuallion
UqUw* rewhWe IW
SIZE 11roc. 24**.c. Wind Importance Factor 1 1.0 Building Category: 11 14A
CaWltioned Space SF
2x6 117-C . . -
MYWOOI)ROOF Ily-10 N A% SF
24 UnconcklonedSpsoo
Wind Exposure: C SF
SHEATHING V Unenclosed Space
Lot Am f-5-0 ISF
I ROW 8d COMMON Span TWesibrNo.2 SYP.Raftm-No Wing Joist- Enclosure: Partially Enclosed Building
Oncludling Weliande and
NAILS 3"O.C. wiLhDrpsflCtffing-20pdLL.ISpsf OL
Bodies d Water)
OVER FRAMING W/2XG 5YF No. Internal Pressure Coefficient GCPI +.55 or -.55
SIZE 12"oc. I Ir O.C.. 2v ox.
2 RAFTERS @ 24'O.Ci W1 2XG Preis" 1111110011110111"
SYF No. 2 COUAK T115 W1(8) ZF4* IF-r Wind Pressure to WindowelDoors: AVV"tvf4 -To Slr.igle Family Dwelling
12d COMMON NAAS EA. END
Span TaMes for No.2 SVP ceffing Joist Alk,14M h-Im evasbuns
240 O.C. End Zone=6'
x psf LL,iq psf DL Site Area IIZ40 SF
area(sf) Wind Loa �110'tAWL 'House I
SIZE lroL Iroc. 24"oc. Zone Effective win
0(15T. ROOF
Fir Pit T-4- D*MMY 1,q-0
RAFTERS I FC. 51MFWN H2.5 W(6)8d 29---frr- Irr 1111-4 %
24 7 20'-1- 74" w-r Positive Suclion
2X8 5Yr No. 2 LEDGER. COMMON NAILS FROM RAFTER _ER, 14-0- Interior' 10 +41.0 43.6 111111111111%mmure H*IUM#k Iftmiber, of Skmftoj
TO LEDGER +39.5 .-
FASTEN TO ROOF THRU 20 Mean Rod Height
-42.2
-40.4
PLYWOOD DECK W/(2)#10 x 3 50 +37.7 Number d Skwlw
Span Tables for No.2 SYP Roor Joist
jp DEM SCREft W I-DIA. 100 +36.3 -38.9
WASMM 0 EA. EXIST.TRLW 40 pd LL,10 Pa OL End zone 10 +41.0 -61.6
-48.8
INTERSECTION SIM iroc, Woc. 2CO.C. 20 +39.5
P&Qkkr"Grow Ra.
7 50 +37.7 .. 45.1
MING RAFTER, US 14'2" Ir-ir
100 +36.3 42.2
LEDGER DETAIL@ OVERfRA b-49- . t
200 17�r w so
Florida Building Code 2D%0 9
202. 04 IL
5CALf: Nadonal Eledrical Code 2010 ils 9
National Fire Prevarillon Code MO gli
Roof FramingNota:
Typs of
1.Clip rafters to each bearing'point with SST-W.0 cr�s up to IC'Span, Tywvl.
For greater than 16,son use Simpson LTSIL Un-p***d
I All ridges and valleys shall be one(i)nominal size larger than adloining talk
I Nall tafters to cefling J*b with 4-.1311*x 3 1W nails.
4.Man raftfs to plates wfth 3 46d common nak zz
VJgnd Zone Inforinullkwas F-0
S.'All rAefs and ceffing.joist shag be No.2 or St.SYP-,
PA4*r to"strudurw Dtawrip
Concrele(noffnal wo*d-28 days) 30M pal
Reinforoft bar ASTM A615,GM
V49ded Wn Fabric ASTM A185
Hollow Load Bearft CMU ASTM C90,Gr N,4
Anchor Bob ASTU A307 or A38
W" AWS E70 or E60
Wood Members for Beams and Po&U #2 SYP
Wwd Members ftit'Studs #2 SPF or bailor
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