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National Fire Pr len ion Code 2010
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Re0tr(*V bet ASTM A615,GrUi ,
+ / Q Welded V"Fabric ASTM A185 4K
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Hollow t.roaad Bwrvap CMU ASTM CAO.Gr N4
AncW Bolin ASTM A307 or A36
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` 4r W"s AWS E70 or EW'Ib V �� �'' Wood Members for Beams and Posts M2 SYP
�� ♦ a1°t ����' VYwd Members for Studs 02 SPF or hamar
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016006 0r'4064 WZ Codes: Florida Building Code 2010 and ASCE
f.
- Basic Wind Sped: 130 rno(Wind Sone Debris Zone)
�11
=201
- �rr n.^t� Wind Importance Factor: I = 1.0 Bui:ding Category: 11
Wind Exposure: C
EEE S I.T"G iNl A N/AGrI C M 5;N T f:1..A N 1 GWT ,A.•-5
,i,� , D�j Enclosure: Enclosed Building
C`A4; �T l
L 't�DD t'O'N �' 1. �1 i
CONVENTIONAL FRAME ROOF AREAS•SHINGLE ROOFS
. Internal Pressure Coefficient GCpi = +.18 or -.18
1... � l C �•, 4m TaWas for Na 2 SYP ReAors
No Comg toga•20 Pat u,lope DL
Wind Pressure to Windows/Doors
- W
StzE trac 1C24'o.a End Zone -9'
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' "TAK 2XI "'
' � one Effective wind area(sn Wind loads(psf)
40 Tables for Na 2 SVP RAA•No CWMI;Joid- Positive Suction u--
with Or
ywiM Can•20 pst LL.IS pd OL U
Interior 10 +36.0 39.2
P wt Z'e.
SIZE 12'o.c Ir 2`1'r ?�•o.c 20 0 0
_'W'_ �,�-`" 50 +33.8 -370
A 100 +31.9 -35.1
I / ' Spin Tsbbs for Na 2 SYP Ceiling Joid End Zone 10 +37.6 -50.4
120 vet LL,10 pst OL 20 +36.0 -469
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1 I I � SIZE —12oc 24•o.c' 50 +338 424;T (�u GTi� '�5- ".16 100 +31.9 -392
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.tI �1 Ge ' Spas T"for Na 2 SYP Floor Joie(
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c, 47 114�•TrOd V-JLA,. � Root Framing Notes: � ^
ti �� I ( I Q '' ��� •r! i�"lWr�'rEaj 1 Clip cub bearing point with SST-H2-5A d u to 10'spam
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pr . C p rmen to e g poi_ W P P
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I of �r � {� For Greeter thin 10'span use Simpson LTS12.
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---- 2 All ridges and valleys shell be one(1)nominal site larger than adjoining ra n l'
- "11•� h1E 12 �-A� I 1 1ists with 4•.131'x 3114'nails. �Q •-
l Nail rafters to ulbng�
o i , I 4. Nail rafters to plates with 3.16d common nails.
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\ \ f t41 �. ( S AM rafters and ailing joist shall be Na 2 or St.SYP.
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REVISIONS BY
Project Data
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♦/ , / Pr��jaeot aMsopa
31n&Flintily DwsWrtp(Ovn 17T 10 N
Po oJeat writ IIII vhw a I
I La T GO'�/¢iz +e; r7 S's.1.2r
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Meert Roof HeWd 15 FT• 0
NurrgW of Stories 1 8 ac
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` m PAekW whirr Group R3 A C4 L.
I1pp+wleisb" Oods H a = v
Florida SuNkV Code� 2010Io OO –
Nabonal Fire Prwrriion Code 2010 ;"' A o
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• . - 0 Conc nft(n°mwl'r woo*28 days) 3000 psi � ��
I / ReinforckV bar ASTM A815,GM
o �4�
VMelried Wks Fabric /49TH A185
Ho1bw hood Swing CMU ASTM C60,Gr II
Anchor Bolts ASTM AW7 or A,36
I� '' Vlbod Mernb�ts for Basalis and Posts +M2 SYAWS Io
P or Et30
Q i ` Wood Members for Studs 02 SPF or behest _
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rxwmr A AI i --t 17�i• Notes;
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'bOW �•dfr&04 �` G Codes: Florida BuildingCode 2010 and ASCE-7- 10
Basic Wind Speed: 150 mph (Wind Borne Debris Zone)
I` Wind Importance Factor: i = 1.0 Bui'cing Category. II
' �1-�• 2,D1�1 Wind Exposure: C
��.� S l T� M�►�t�tG�#`'t�N"f' 1�..�,tic , 51•-4"f /•�•3
�!,/•1 i ��l Enclosure: Enclosed Building
rAf:;�TIAL rL_4�7tw--% rLAf---J1
CONVENTIONAL FRAME ROOF AREAS•SHINGLE ROOFS
Internal Pressure Coefficient GCpi = +.18 or -.18
Span Table for No.2 SYP RatLn
No COM toad•20 psf u,lopd ole - Wind Pressure t4 Windows/ Doors
_ sIZE "'ir'i7r c. is.11. �• End Zone =9' .�.
_
Mir
Zone Effective wind areafsf) Wind loads(asf)
I 4o Table:for Na 2 SYP Rafters-No 411 Joia-
Positive Suction LL
I ' � wish oryiwN calms•20 p:f l.t.15 pd a V
I I / -I- V ,,►�. IV w z SIZE iro.c Iro.c. 24•o.c Interior 10 +37.6 -40.8
i 249V - 211"1 20 +36.0 -39.2 e o
I / .L1i C l ' 3C��''— 'FS� 50 +33.8 -37.0
100 +31.9 -351
/ span Tables for Na 2 SYP Cellkq JAW End Zone 10 +37.6 -50.4
�i. / m psf LL,to psf Dt. 20 +36.0 -46.9 0
�� --�I�� C-� T�U GT�� i I am 1.�;��" 1 Fill-'_ 24•o.c." 50 +33.8 -4 2 4 �
z --i3��''---�.�— 100 +31.9 -39 2 � L
2XI 20 W 17W
I K112 -
Wit" �I MW�t I�f1T•• I I ALI I ST I _
,. !►1C.MSI �u &�r �I Spo Tables for 112 P?Floor Joist •. 'Q
__., _.. �._ _.. _... �__._ .�• 40 pal l.l,io psf fk
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r.T•,, �,� SIZE it oz iti cc 2C O.L LL
0 -�• 11....1
� GONG. ft AP w/Cox Co. 10/10 wwtA- L
'�' �` ♦ oN ICi Mlt... VAPPR Ei�.P'�I�i► I,
=M 41111 1111MEM loom
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oy �� ON '�7� TEsD �1u. t�lRT �• I ( f 4 Roof Frareinp Notal: �. V
1. Clip ratters to each bearing point with S$T•MA chips up to 1W span. _
p For greater thin 10•s n use Sim
g Pa �ITS12.
t All ridges and valleys shall be one(1) incl si=a larger than adjoining n
` I 3. Nail rafters to ceiling joists with 4-131 3114"nail:.
�. L.
S`. r I �y + 4. Nail rafter to plates with 3.16d com nails.
a ` .` �,A„giA`1�''� � I t i All rafters and ceiling joist shall be No.tar 81.SYP.
S �+ `�� , 'T'1 W 3 g► coNc.ATE PS Za`.q a�G►
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