1608 Linkside Dr Plans (vault) I
General Notts and Sizedfieationsr General Notes and SmIliptions for
SOcHon t IbucbMaa an designed b be marled b block and wood hams struchOss d adequds The dal"loarle for 1"on 3 I—_Mrnbas for aoraa, 3 Tables
aPscky.The oontracar/home owner shag weft flat to hat akuchse is b pool owdlon ="Pgwm wgh tM FLORWA 114MAI 1ti Nb„Rooms i Gina Rooms we In
and of sugkisnt a wVM b thrid 90 PkoPossd eddgion. Man Roof HftM 0'-30,Roof Slaps 0'-20•:hnpo Wm INTERIOR BEAM
F*dm=0.77:Expaurs 13;Psoas b h*SF TABLE 3.1.4 OR 3.1b
2.t Mem ,e queadonWN about the Ihast xbullon w e, rr owner(at ale own etpsrw)NMg thio an ALUMINUM ROOF SYSTEM HOST STRUCTURE OR
enpirMsr,018 IMrMgsd home>aPscgon company b welly host ftu dm capedt. ardaM� DaNpn Loads FtarlM Me16M of Screen 1,A i Gkla Rooms
a=ea0 Pod PER SECTION 7 FOURTH WALL FRAME
3.The
etrr ,desjgnW akg tale esdbn stag be gn Ned b a nm*num Pmjscgo,k d 19r from tM boat Rear � mor rhorooei ErhoieoN
eanft shmWm shell be IN11W b the mrdmum spry and also gnYp d component Irwo O.N." PANS OR PANELS
Pare.Leer Mara MMM NMVA the have sb epeci f0 wghk klp Msb 2 tab a tab 4 Mel►4 tars Nobs H .
100 M.P." 1"01-18 10 +2a/tea +,7 4201-16 +10/,27
4.The f0lpwitp mta aPPIy b NpdMrnhta YtypMkp nhalhls and nwLtabnad hoiMC 1H M P.M +10/-1a 12 +101,24 +2D r20/•11 —+201-M I
OL StratchhrasbbO 120MAN +H/-23 14 +1p/,21 + • /2a +2D/ae \
plead M proeM b e dbd p/marhutw p, home wgebLdk prior b 1984 OtMg hre'fourlh t23 MP.M +H law 144 +30/ao CARRIER BEAM POST
wall O011ftrhlatOrl'r Nae PkOVlde kteagaQ PIe1M Of MM mObge/rtlatNdlCbsad tom olid N_P NOft 130".H +tO/,Z7 H 42D/3k +1a +20/,27 +20/ 5
MW dong 1Mth addbn plans for Ob spook subw rad mW by MM rgNwr.Tale appgss b e 14o MP.M .,O/Jt H +ao las + 4301 a2 +20 hot
pbaxhroonasand lrstrudhMasbbealndaOd 160MP.N +10/aa >ti +101.16 + +30/as +20110 L'�Q
b.'F-M wag aarliMlldlan•reasons MM addltlon shag be has Enclosed«poft
I J
two hahb being eft The mac MwdM with ont t o rod beteg of tM '•Ovalmv bad.
gammon"bhxth wag oon*uobn-is a pati bam hams
KWW
b tlM nMbM f mrwbdwsd hams.The nms span tables an be used as for the fiat wag bam F Nob 1: Rrrnkg sperms d sarserh vkryi,and plass moms we aonaldakad b bs"Wh hale mistence
burth wag barn we dw oanler beam table.The Pat NMB be shed accm*V b Mak marhhad wWw es COMPOnerfle.Wind loads an Nspd as hnillr bads for rook all -
a mhkm m be a r x r x 01W with an Ir x r x DAA forts bmoO st each end d tlM beano.t MM Expowm bade mWply by 1A. Pws bads far web To convert sfhays wind
Pats aha ad In oonoab Net 2: Per Mb 20024. TYPICAL SLOPED SOLIIA ROOF ENCLOSURE
ioaihps(pOr t,hbKe 2A)tM low brans may les egrrhirMled.For arrler bOam Nob 3: Per cable 2002.4.
ler semen booms.ala bblO 2.1.3. M6
ISCALE 411.Ls.
a For moble/mwwbdured honor bbl agar 1994.OuchMss Nob 4: Per para 1508.1.4.1 ars ASCE 7-0M Table S,2 ALUMINUM ROOF SYSTEM
bNows Ove plan provided in rib nwdM.The oonhacor/ownw Meg
atlecMd,povidsd thO phoJekt Nob b Per I" g08?Il
O4lhebeal aysirrh d the host atruchsa le provide vwmcw a MhN MM Conversion Table 3A Wind Zhu Cor mak as for amen/ Roane PER SECTION 7 HOST STRUCTURE OR
CO
ad mWsb for MM adMon b be aMadw& Frm tae NOW asnrZom r olrr /-- FOURTH WALL FRAME RIDGE BEAM(SEE p? w
ABLE&IS
IL wombdw-t#W rdrhds rhwm Mhrh 16'fran a moble/nMm bxb hems we shsN nquks ab wyw L� E"a0"s ' udsru well. FOR SCREEN TROOMS OR !/ /'- USE BEAM TO WALL DETAIL r tab
7 ca
SecTABLE 3.1.7 FOR GLASS / Ir Q
p
W41 � V
5. brh htabs span les and tM allechnMra deta6 ler pans and cow
Vagge pww L no to ,.1a too to ,.0 1.18 ROOMS)
S.Screw web bebwan 120 2a 1.00 too C'
N t 0a t ao .] ZZ
e
acas other soisen,�" g0°rs and aewgs Nae be allowed and Open shag be MphMad MM _ tea 24.2 as an us axe ase Q Z Q v)
140 at o ass is o a hom Q W J J
7.Wthan uOkg TEK Ocrevrs b gOu d SAILS.longer aasws mart bO bred b oomprMatsd for drgl as ,w as °" aha 21 o� 0.61 H
Carhvaralan Table 36 Wbd Isle Comeraforls breirs Roars 20 m Q H
a M the moble!mwxrlecbwW h"nMmackww orUges In waV Cat the naobgO hoot maybe abdad FN=ices trnl tssw 2Seeele oah.e
b,pan a'burth aver 1s NOT mqukod W Q Q
9.For hgia vslocgy hlarbarha mew MM p0dw Hadaos411=er E+wbOsi vvex j W
nhNhihrhm gva bad/q*W bad she be 30 PSR. Liie eawry taw y„i„a M'M0"d MOO~ V Z
10.The k-ft d aadsWg aerean roan web b raoNva winrbws r sage
wfta tM delab of Mab afnstlakg alaohld bO axaryhbhsd ,o0 20 t.ta 1.20 Q U p N p
�� ,m 2s ,.00 t.ao » ,a2 t.0 20 tss t.or o _
11.wind v@10dlY of 120 MPH.O � band cn wh mcbasd bulk&g wgh a IV pmjs-Mab and a r over harp for up b■ am � Demi N ~
am Das b e 10 oxo a1 o eo o e5 >.H Q W
12.Spar may be kap ,a1 4o all 010 ae ar a1s at see o ao TYPICAL GABLE SOUD,lt+r+e _Z
IPoleled bebvasn vakrs bat not sxtrOpobled oubkle vakra Canoraba Table x Wbtd Zona
Over 111" CoavarNons for Carwalalon MuNiplMra ENCLOSURE
i2o MFN/ModrmNa CantNarar Fano V to V � I'les. Q W
SELECT EDGE BEAM FROM A4wr/hrer APPROVED Z Z
TABLE 31.1,stZ&1.3AD/ CITY(OF ATLAVTC BEACH
w -
1--
UtPtea
MAX .MINNOW Ism %UILDING OFFICE it n p
o �
.a 1s
. . DU
LL
` uo ar 1.00 1m
LENGTH1•xr ,n 4z, 03y em AUG 11 2004
,.e Q
V MIN.3112'SLAB ON GRADE Dao 0.16 i
— aR RAISED FOOTING
TYPICAL GLASS ROOM WITH SOLID ROOF (FOR FOOTINGS SEE DETAILS Now: For T:Burn 6110.120 and 130 MPfi v*W mnn rmlgply apace hom,as�,b M"by O S9 By;
TYPICAL FRONT VIEW FRAMING
PAGE 121,22.23) for dObcian(d)r 0.t5 for�+9(b). K CA
d
MEKiHT OF UPRIGHT IS MEASURED FROM
TOP OF,•x r PLATE TO BOTTOM OF WALL BEA" 1'
FO LOAD WIDTH x&11.2SELECT
&I FROM TABLES Copy
FILE • m E
FOR ROOF BEAM ALTERNATE CONNECTION '
SIZE BEAM AND UPRIGHTS Ta
'P2' ON 7FO
( 7 FOR DETAILS)
(SEE',TABLESKNEE BRACE
I BEAM SPAN I (SEE TABLE 3 a) Uj
O.H. �k- USE �e
FOR SEAM W A%7Y VfS10NS of THE FLORA DEPARTMENT OF V yz i
SOLD
ROOF 8EE TABLE 312 FOR SCl1�N POST S�(SEE TABLE 9 3) THE SPAN TABLES m(ELEVATION SLAB OR ROOMS Ahs 3.1.5 FOR GLASS AND OTHER SPEC 04CATMS P=PROJECnON FROM BLDG. ROAS AFTER COMPUTING DESIGNED TGA MARRIED TO CONVENTIONALLY ARE3 d
LARGESTVALUE' �p�HOMES AND/OR MA NIFACTURED HOMES IND
VARIES Lw=LOAD WIDTH MCIBLE CONSTRUCTED AFTER 1984. —I
NOTES: p VARIES
TYPICAL SECTION=FOURTH=W f t THE DESIGNS
1 ANCHOR 1•x r OPEN BACK EXTRUSION W/1/4•x z-1a-CONCRETE FASTENER MAX of r-0'D.C. A-FOR ADDITIONS )aro SPANS SHOWN ON THESE DRAwINGB ARE
AND W/IN M-EACH SIDE OF UPRIGHT ANCHOR 1•x r TO WOOD WALL w/het0 x 2-ter S M .w/ AGENT TO A NOBILEiMANI FACTORED HOME S°"t T toAD REOLrIREI NTS FOR THE FLORIDA
WASHERS OR htt D x z-tr!'WASHER HE WALL SCREW r-0'o.C..ANCHOR BEAM AND
COLUMN SCALE 1/S'=r-0' Southern I"!IR?e Prod ct%Ino. �L� ZD01 EDITION.
CONN�ECTIONY OR Vi►/'yNCHOR CLIPS Mm(2j/9 SCREWS W/WASHERS E EACH POINT OF
Jeffr T 1-fik
2'SELECT FRONT YVALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P12 OR P2+O.H. Extrusion gtrhlp Table: t�t�
3 SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLE 3.12 AND GLASS ROOM FOURTH WALL CBCW713
BEAMS FROM TA 13M 3.1.5 USING P2 updam elle Isxe seas ahs
4.AN0,KM BASED ON 120 MPH WIND Karo arsao2103 i
CONVERSION: VELOCITY.FOR HIGHERWt1pZONESUSETHEFOLLOWING rxrxa03b' rxc rxrxomr JOB NAME EET
t90-1z0 ,30 140 150 rxrxQLosr r:4' r: xo0er P.O. _
if 1110 t12 112 rxr:aolpr rxr&m.a rxrxoo6r Jaden "iYille, ADDRESS: _
FL 32�3�i
TYPICAL SCREEN/GLASS ROOM rxrxoolr MEOW, . rxrxaoso• W4786-92 .1
rxrx0.13r rxrs6Lt r:rxO.tNr _
DRAWING FOR glNE PERMIT ONLY
1�o f 2001 OF 1 U I'
Lii�,��az
COIL FLASHING COIL FLASHING
1-1r2'x 08 S.M.S.AT EACH 1/r x 08 S.M.S.AT EACH RISER Jeff y T. Uft
RISER
SEE ROOF PANEL TO BEAM 08 0-'k 13
COMPOSITEROOF PANELLSS —f—
SEE
ALUMINUM ROOF PAN — — — — DETAIL(SECTION TJ —
—
SEE ROOF PANIR.TO BEAM ALUMINUM ROOF PAN OR
DETAIL(SECTION TJ _ — COMPOSITE ROOF PALLS P.O.
{ $•� tOy f L. a7fl
BEAM SPAN(SEE TABLES 3.1.2 THi31-BOLTS(IYP.)(SEE �f
FOR SCREEN ROOMS 3 3.15 TABLE 3.3) -� REMOVE VINYL SMG AND
FOR GLASS ROOMS) — SOFFIT ON THE WALL AND
BEAM SPAN(SEE TABLES 3.1.2 INSTALL SIMPSON CS-16 COIL
FOR SCREEN ROOMS 3 315STRAP OR EQUAL FROM
T}OtU-BOLTS(TY LE)(SEE — T FOR GLASS ROOMS)MAX TRUSS RAFTER TO BOTTOM
OF DOUBLE TOP PLATE JOIST
POST(SIZE PER TABLE 3.3) @ EACH TRUSS/WAFTER. THE FLOOR WALLAND ROOF
�— SYSTEM ARE THAT OF MOBILE
r x OR r RECEIVING • • • • • • /MANUFACTURED HOME
cHIANN0.OR r:K r x o.060• GUSSET w18'x 8•x.060'ALUM.
ANGLES AT EACH END OF ® ® PLATE AND(1)010 x 3/r TECK • • •I• • • NAL STRAP W 16d COMMON
DIAGONAL(SEE TABLE 3.3 FOR 2 x_BEAM SCREW 1'O.C.EAI.WAY AND
DIAGRAM AND STEW SIZES) USED AAMEEV�E 1/2•IN FROM EDGES BOTH • • •l• • • ®Tt31SS RAFTER AND
i�
PERIMETER JOIST,SCREW
® ® SIDES(SEE NOTES BELOW) • • • • • • COIL STRAP TO SHEATHING W/ co -J W
IF RECEIVING CHANNEL.USE • • •I• • • 06 x 1'DECK SCREWS®18• O
(2)ROWS OF SCREWS INTO • • • — O.C.VERTICALLY.REPLACE O c)
POSY OR BEAM • • • • • • VINYL SIDING. 0 V
INSTALL NEW 4N!OR Bo•
fu% POST(SIZE PER TABLE 9 3) PROVIDE NEW 4•.r OR SER ANCHOR PER RULE Z Z j
FOR POST SC SIS TABLES + r x 16•CMU PER AND SOLD 15C®EACH NEW PIER. p U' — co
32-1 FOR SCREIJN ROOMS
AND 3.22 FOR CRASS ROOMS FOUNDATION BLOCK•S-0' BALL 1t'CARRIAGE�T p U) J J
OR 323 FOR SCREIcN ROOMS r� • SEE POST TO BASE DETAILS MAX O.C.ALONG THRU PERIMETER JOIST AND O w — Z
ATO D / • ATTACHMENT WALL Mt�CHIORR. NEW AUGER �' Nm O W
Q ;=
® NOTES: IK: rn u,
am POST TO BASE
FOR 0.080•WALL POST,USE C tmu w 6•x o`x oav ALUMINIUM PLATE. W p w
CONNECTION DETAILS Z
FOR OJ W WALL POST,USE GUSSET W 6'x r x OMW ALUMINIUM PLATE. Iff[f V FOR 0.125-WALL POST.USE GUSSET ve 6•x 1r x o.12S•ALUMINIUM PLATE. TYPICAL WALL SECTION R ATTACHMENT TO LL S 0
MOBILE/MANUF RED HOME N V
LONG OVERHANG DETAIL SHORT OVERHANG-DETAIL SCALE. t/4.41-0• Z N $ w
SCALE r=1'0' SCALE:r=1'-0' ENS.TOP JAB III Ir im_ Lcy U3
U
06 x 1-1/r S.M.S.®8'FROM
SOLID COVER ENDS,TOP OR BOTTOM AND �Y HOLE W/
VARIES M 16.O.C. ®16'O.0 OR PIL LU ? f
EDGE BEAM CAP AND(1)06 x1{)T S.M.S. Il'
(SEE TABLE 3.1.3 OR MA) D������:� U ? 0
WINDOW HEADER(SEE TABLE a
3.1.3 OR 3.1A) 2.00' m
L MAXIMUM WIDTH VARIES 1 2.00•f200'
REMOVE VINYL SRNNG AND CHAR RAIL(SEE TABLE 3.1.3 EDGE BEAM SPAN 0.044' 2.00. 1
SOFFIT ON THE vvALL AND OR MA) 0.044• 1 . a
INSTALL SIMPSON CS-16 COL SHEETING MINIM ONE SIDE �
STRAP S EQUAL FROWALLM OJSW'ALUMINUM OR YW OD, 0.044• 1.o r 0.044• 2r
TRUSS/RAFTER TO KNEE PLYWOOD, le
ADDITIONAL STUDS MAY BE 1"X r X o.o�{" r X 2"X•NAIL- - w 9 Y
,ADDED TO ADAMCHAIRCHWR RAL VARIES OPEN BACK SECTION PATIO SEGRlr nM SNAP CAP SECTION c
MI IMUM MAs
TO
DET — WITH 2"X r x o.W4- WITH r x Y-K -
b.o� WITH 2 x r x o.o4r m
THE FLM ARE
WALL,AND ROOF PATIO SECTION PATIO SEGS PATIO SECTION 111
NAL STRAP W/ted TEMMONR AND SYSTEM ARE THAT OF MOBLE TYPICAL ELEVATION GLASS ROOM WALL EXTRUSIONS AND FASM�IL
®TRuss�T�AND /MANUFACTURED HOME NG DETAILS
PEWMETM JOIST,SCREW SCALE: 1W 1•4• SOLA)COVER \SCALECOIL 37RM TO SHEAINING VW r=1{�-0•
#8xDECK SCR8VS•18' vVINDOW HEADER EDGE BEAM C x
O.C.VERTICALLY.REPLACE ANGLE(1)SDE OR BLIND I (SEE TABLE 3.1.3 Fi
,VWYI.SIDING. KNEE WALL vv/2 x 4 P.TP. SCREW VARIES WINDOW MAXIMUM WTH: VARIESBOTTOM PIAATE,STUDS 3 PEE TABLE 3.1.3 C EDGE BEAM V&M 't
DOUBLE TOP PLATE.NAL PER WINDOW ADDITION ANCHOR ADD 1'x 2;r x r J
TABLE 2308.1 FLORIDA W/MIN.010 x t•S.MS.M r OR SNAP CAP AS RECD. —�
BUILDING CODE.EACH STUD FROM EACH CORNERAND CHAIR RAL
8WLLL HAVE A SIMPSON SP-1 16'O.C.MAX (SEE TABLE MI3.1.SOR 3.1.4)
OR EQUAL SHEATH WITH 1/T MAXIMUM WIDTH.
COMMON 6'O.C.EDGES VARIES SHEETING MIN.ONE SDE VARIES NARES
P.T.PLYWOOD NAILED A08 ALUMINUM EXTRUSION EDGE BEAM SPAN 0.04ALUMINUM ALUMM OR 117 COX (SEE TABLE)
TV BOLT®3TC.O. D 1r D.C.FIELD OR PLYWOOD
STRUCTURAL GRADE CHAR ADDADDITIONAL STUDS ED TO ST CHAIR BE
THERMAL PLY FASTENED PER
_ THE MANUFACTURERS — TO MAX SPMA /�
TYPE III FOOTING !. SPECIFICATIONS.STRAP NOCK PLATE 1'z r,ADD Y x 1•TUBING OR H• O
SIMPSON COIL STRAP OVER VARIES 1'x r TO MATCH BUILD OUT IF VARIES
SHEATHING. FEW
—�`
MINIMUMSLAB(SEE DET E�
TYPICAL ELEVATION GLASS ROOM WALL TYPICAL SCREEN ROOM CONVERTED T (GLASS ROOM WALL ELEVATION
ALTERNATE WALL SECTION FOR ATTACHMENT TO SCALE. 1/4=r-o' No7E SCALE, 1/4•=11.0. 2
MOBILE/MANUFACTURED HOME NOTE FOR SCREEN ROOM TO GLASS Roots CONVERSION USE 1'x r x 0.044•MATED W/r x r x OR SCREEN ROOM TO GLASS ROOM CXONA/FR51oN USS 44'1•x r x 0.0MATED W/T x r x EXISTING
SCALE: V4'-V V EXISTING OR 2"x T x 0.044•MATED WITH r x r x EXISTING FOR r x R x 0.N MATS WITH T x r x EXISTING
Of 10
southern Home PI'od10y
T
CBC 04 m
1"x r TOP RAILS FOR SIDE WALLS ALTERNATE CONNECTION
WITH MAX.3.5'LOAD WIDTH SHALL DETAIL T x r WITH BEAM/HEADER
PAN ROOF.COMPOSITE PANEL HAVE A MAXIMUM UPRIGHT (3)610 x 1-lir S.M.S.KM
OR HOST STRUCTURAL SPACING AS FOLLOWS SCREW BOSS P.O.S
FRAMING WIND ZONE MAX UPRIGHT (2)610 x 1 1/r S.M.S.INTO i11N`&,FL
SOLID ROOF (4)#8 x 1/r S.M.S.E C� __� 102SPACINGSCREW BOSS ANGLE CLIPS MAY BE
904-786-0"110 F 7• ANi'x r PLATE TO SCREW MS
CONVENTIONAL.FRAMING OR 1 x 2 TOP RAIL FOR SIDE J 120 CONCRETE W/ x
ANCHORS WITHIN
ALUMINUM FRAME SYSTEM WALLS ONLY OR MIN.FRONT / 123 S4' r OF EACH SIDE OF EACH
AS MON.SHEET ONE SIDE FOR WALL 2 x 2 ATTACHED TO ---JJJ 130 S 6' MIN.(3)610 x 1 1R'S.M.S.
SCREEN ROOM AND BOTH POST W/1'x 1'x r ANGLE 140 6•-1• POST AND W O.C.MAX. INTO SCREW BOSS
RIDES FOR GLASS ROOM.USE CLIPS EACH SIDE OF POST 1 150 1 4'-11• MIN.3-11r SLAB 2500 PSI ` 1•z r EXTRUSION
STANDARD NAIL OR SCREW WINDOW FFW�CAN CONC.6 x 6-10 x 10 W.W.M.
PATTERNS FOR ANCHORING. ATTACH DMIECTLY TO HEADER OR FILER MESH 1-1A8'MIL IN CONCRETE
INTERNAL OR EXTERNAL VAPOR BARRIER UNDER
V CUP OR V CHANNEL CHAIR CONCRETE
— RAIL ATTACHED TO POST W1
MIN.(4)"0 S.M.S. ALTERNAT&HOLLOW UPRIGHT TO BASE AND
MAW WIow INSTALLED HO LL UPRIGHT TO BEAM DETAIL
PER
�I SCUE r=r-0'
GRT OR CHAT:RAR AND KICK Q W
PLATE r x r x 0.032'MIN. HEADER BEAM 0 =J
HOLLOWRAR ANCHOR 1'x r CHANNEL TO • 0 Z p
ALUMINUM SHEETING OR CONCRETE WITH (4)610 x lir S.M.S.EACH SIDE U
VINYL ---� 1/4'x 2-1N'CONCREiE O •
ANCHOR 1 x 2 PLATE TO OF POST � C7
CONCRETE WITH 1K'x 211r 1 z 2 OR 2 x 2 ATTACHED TO ANCHORS WITHIN 6.OF EACH Z Z
CONCRETE ANCHORS WITHIN BOTTOM WW 1'x 1'x r x 1/16• SIDE OF EACH POST AT 24 H-ILAR OR GUSSET PLATE p C7 p N
6'OF EACH SIDE OF EACH 0.045'ANGLE CUPS EACH SIDE O.C.MAX.OR THROUGH r x r OR r x r OR r S.M.B. p N J _–i
POST AT 24.O.C.MAX.OR AND MRN.(4)610 x Ir!'S.M.S. ANGLE AT 24.O.C.MAX. POST O 05z <
THROUGH ANGLE AT 24.O.C. MIN.3-11r SLAB 2500 PSI MN.(4)Aho x 1rr S.M.S.® (/� co0 t5
• MAX 11 x r x 0.03r MIN.OPEN BACK EACH POST °S W Q f p
DCiEXTRUSIONSION
• ' r �-- coNC.exit-10x10 W.W.M.OR
• •. FIBER MESH IY p cr)
cm
'• ad r.. MIN.3-irr SLAB 25W PSI • i! • 1'x r EXTRUSION 0 W O
* ° w e • CONC.8 x 6-10 x/0 W.W.M. • 1-U6'MN.IN CONCRETE VAPOR BARRIE •.'CONCRETE1-1/8'MIN.IN CONCRETE (� V LL O
OR FIBER MESH VAPOR BARRIER RIDER •• N V
CONCRETE ALTERNATfc PATIO CTION TO UPRIGHT AND En g ui
GLASS ROOM WALL SECTION POST TO BASE,GIRT AND POST TO BEAM DETAIL PA SECTION TO BEAM DETAIL g W
SCALE:r=r-0' SCALE r=1-0• Z Z x
SCALE:r=10
c = LL
COMPOSITE ROOF PANELS: (�
(4)1/4•x r LAG BOLTS W/ RISER PANELS ATTACHED PER 47
1-1/4'RIDER WASHERS PER
SECTION 7
r x r OR riNH r POST EDGE BEAM 4•-0'PANEL ACROSS TFE
ANCHOR RECEIVING CHANNEL SDE WALL HEADER FRONTAND 24'O.C.ALONG
TO CONCRETE W/FASTENER n x 9/16'TE3K SCREWS BOTH1'x r OPEN BACK ATTACHED ATTACHED TO 1'x r OPEN SIDES Lu
TABLE)WITHIN r OF
EACH SDE EACH POST SIDES TO FRONT POST W f BACK WO MDL(2)610 x 1-lJr t' N
2'r O.C.MAX r z 2-118'z 1MtUGHM'NEL OR 610 x 1-Vr S.M.S.MAX r S.M.S.RECEIVING PIANNEI-
FROM EACH ESD OF POST .r
AND 24 O.C. Y
HEADER ATTACHED TO POST C
MIN. x e-SLAB 2500 PSI r x r OR r x 3'HOLLOW � S�� �o
COMC.6x6-toxloW.wM m
OR FIBER MESH • • i.
CONCRETESCREW BOSSES
ANCHOR
TABLE)) SIDE WALL GRT ATTACHED TO W
1-VW�.16*NCI E 1•x r OPEN BACK WI MIN.M
VAPOR BARRIER UNDER 610 z 1-lir S.M.S.IN SCREW
CONCRETE80S4ES ® g x.
GRT AND KICK PLATE 2'xr 2'zr,rx3'ORS'xr C
ALTERNATE POST TO BASE CONNECTION-DETAIL 1FRONT WALLGRT HOLLOW RAIL HOLLOW(SEE SPAN TABLES) ID
SCALE.r-1'4r d
J
FOR SNAP DLTiiLLSIONS GIRT
�_ ATTACHED TO POST WITH
ANIcfIOR RECEIVING CHANNEL r z r OR r�3•POST MIN.(3)#10 x 1Q'S.M.S.IN
1 O(CER TABLE)
A WITHIN r OF 68 x Wlr TBKSCREWS BOTH RAILS A BTO OTTOMMIN.
BOSSES
IACHI SIDE OF EACH POST SIDES
CONCRETE W/1/4'x 2-114'
24.O.0 MAX 1'x r OPEN BACK ATTACHED
1'x 2-1/8'x 1vLU4;HAPNJEL OR TO FRONT POST WW ANCHORS /��
ANCHORS a 8'FROM EACH
RECEIVING&JANNEL N10 x 1-U2'S M S MAX 6' POST AND 24'O.C.MAX AND 1•z r OPEN BACK BOTTOM
FROM EACH END OF POST WALLS MIN.1'FROM EDGE OF POST ATTACHED TO BOTTOM RAR r
MIN.3.11r SLAB 2500 PSI ! El CONCRETE A AND 24.0 C 1• CONCRETE W/MIN.(3)AHO x 1-11r S.M.S.IN
CONC.O x 6-10 x 10 W.W.M. MIN. SCREW BOSSES
OR FIBER MESH a "•• • •! 11(1W MIN.�EIWEDMENT INTO HEET
CONCRETE • . • 1/4'x 2-19•MASONRY
VAPOR BARRIO : • AM2rFROM EACH
4 O.C. MAX-))
ALTERNATE POST TO BASE CONNECTION-DETAIL 2 TYPICAL CORNER DETAIL
TICAL UPRIGHT DETAIL 3
SCALE: r=1•-0' SCALE r=r4'
SCALE.r=1'4• I of 10
Southern Hom. Pf0dL,0S,W
bay Z
RIDGE CAP G VMS
08 x 12"(3)PER PANEL COMPOSE OR PAN TYPE) — — — — _ —
/ � ROOF PANELS( W
/ BEAM
118 x 1/r a 24.O.C. /
FASTEN PANi7-S TO EDGE I OR 3) (SOF TION @���
IN SECTIOII �€53ECTION 7) F. `B'QAX v'�l s'r =
�Rtis
I ' / o OF r MAXIMUM BEAMS MAY BE ANGLED FOR ANCHOR PER DETAE FOR PAN
/ x W p EDGE BEAM GABLED FRAMES
I KNEE BRACE LENGTH W= Z �- (SEE TABLE 3.1.3 OR 3.1.4) OR COMPOSITE PANEL
EXCEEDS TABLE 1.7 USE 3 -
CANTILEVERED BEAM W SCREEN OR SOLID WALL FOR NUMBER OF BOLTS AND
CONNECTION DETAILS (MAY FACE IN OR OUT) BEAM AND POST SIZES SIZE OF POST(SEE TABLE 3.3)
12 (SEE TABLE 3.3)
x X x =b POST SELECT PER TABLE 3 3 1•x r MAYBE ATTACHED FOR
USE 2 x 3 MINIMUM SCREEN USING
BEAM SUPPORT STUDS POST NOTCHED TO SUIT (+)
(TICAL) HOST STRUCTURE ROOFING 010 X 1-Ur a r FROM TOP
AND BOTTOM AND 24.O.C.
r STRAP-LOCATE a EACH SIDE NOTCH POST TO CAtTs:TxIER BEAM CONNECTION
Posy.(z11µ•X r LAG
RECEFMG CHANNEL / _ SCREWS a W 0..9i STRAP SCALE'r`1'-0'
(e)so x 1/?S.M.S.TO STUD W
AND(8)M8 x Ur&M.S. / / (2)#10 x 11?SCREWS — — — — — —
/ USE ANGLE EACH SDE FOR WWgL 0 G
2 X 2 TO POST CONNECTION ; (SEE ACTION 7) U
WITH I HOLLOW POST
1X/4'x 13/4•x 0.083• — — — 4
(m 1Ar BOLT a 24.O.C.MAX RECEnnNG CHANNEL THRu -+ Z Z
VAMF/ pr OF EACH pb 31 • BOLTED TO POST W/TFItU ® COMPOSITE PANEL ANCHOR PER DETAL FOR P� 0 N
7x� _ _
W/(2)EACH SIO S.M.S.INTO
• BOLTS FOR SDE BEAM ' ® - 0 W = Z Q
SCREW SPINES (SEE TABLE 3.3 FOR NUMBER ( ® FOR NUMBER OF BOLTS ARIDOF La O
• • 2'x r x 0.082'ANGLE EACH EXTRUDES I SIZE OF POST(SEE TABLE 33) •IS W Q H
• • 80'MAX SIDE(3)EACH n S.M.S.EACH ( OR SUPER T ® CO O cv
xl • • r x r S.M.B.HEADER LEG NPO POST AND INTO • MAX DISTANCE TO Z
• •
ALTERNATIVE BEAM SUPPORT
GUTTERWK) GUTTER STRICTURE W BEAM (SEF T�ABLEL3 1'x r MAY BE ATTACHED FOR C)0 D 0
FASCIIIMIDSLIB-FASCIA 38'WFTHOUT SITE SCREEN USING(1) 0 LL O f-
�- N C1
SPECIFIC ENGINEERING /10 x 1-1/?0 8'FROM TOP k
EXTRUDED OR SUPER GUTTER I RISER POST NOTCHED TO SUIT AND BOTTOM Arra 2r O.C. Z w § Lu
y
GLASS ROOM FRAMING DETAILS (OR TRANSOM)WALL IM FASCIA(WITH SOLID ROOF) CENTER NOTCH POST TOMRRIER BEAM CONNECTION (LI
SCALE ? 1'0' SCALE?=P4' SCALE--%r-r4r Z Z I=-
ILI
Lij
ALTERNATE SLOPED BEAM CONCRETE CAP BLOCK OR 0 =LL
TO ORSL
WAIL OR SLAB WITH
ANCHOR AL FRAME BLOCK y
O
1-17 x i-IW X 0.080'ANGLE • 1Ar X 2-1/4•MASONRY (1)#40 BAR COrR1NUOLi3
/ EACH SDE OF CONNECTING • SECONDARY BEAM/PSN ANCHOR WITHIN B'OF POST
// \ BEAM WITH SCREWSAS • (SEE TABLE 312 FOR AND 2r O.C.MAXIMUM (1)OW BAR AT CORNERS AND
BEAMS x r PURLINS ATTACH TO / SCREEN ROOMS AND 10'-0'O.C.FILL CELLS AND LL
S O INTO SCxtEv i0 x80+8-SEAS // PRIMARY FRAMING BEAM • 31 S FOR GLASS ROOMS) RIBBON OR MONOLITHIC I wITKNOCK OUT M 3000 PBI PEA a. !9 -
/ (SEE TABLE 3.1.2 OR 3.IM —� • FOOTING(IF MONOLITHIC _ IL ROCK CONC.DECK
• SLAB IS USED SEE NOTES OF i• '- •
NOTCHING OF[TEAM AROUND • • • • • NOTE: EXTRUSIONS WITH INTERNAL DETAILS NEXT PAGE) �� C Y
p VE RAL•ALLOWED SCREW BOSSES MAYBE MINIMUM n S.M.S.x 3/4'LONG 8'x d•x 18'BLOC2C WALL ?�� (2)040 BARS MN.2-Ur OFF
• • • • • \ CONNECTED WITH(Z)
• • • • • • • 810 x 1-11r INTERNALLY BNUMIM EAM DEPTH UI IED EQUAL
TO (MAX.32') GROUND m $ a l p
KNEE WALL FOOTING FOM
CKEENED ENCLOSURES• • • e • • • rx4SM.BSCALE
uj
• • • 91919 • rxrS.MM.
BEAMTO BEAM CONNECTION ALUMINUM ATTACHMENT
e • • e • e • r S.M.B MICONCRETE FILLED BLOCK x
SCALE ?=1-0' 2 Ir N k' (�
• • • • • • • / ?x T S.M.B. 3r Ir 2 10'-0' STEM WALL r X 8'x Ir C.M.U.
• • • • • • ?x s•SAS.
NOTE:ANGLE OR RECEIVING 38' 1r 2 B'-/' (I)OW BAR CONTINUOUS
CHANNEL EXTRUSIONS WITH 4r 18' 3 W4r -
e • • • • ?x e•S M B. INTERNAL SCREW BOSSES • w k (1)#50 VERT.BAR coaNERs AND
AT J 0
MAYBE CONNECTED WITH
/e • • • • • ?x 1D•S M B. CELLS(2)S10 x 1-v?INTERNALLY PRIMARY BEAM • > 3000 PSI PEA ROCK VW
BEAM OVERLAP CONNECTION °� (SEE TABLE 3.12 FOR i • CONCRETE
OR GUSSET FOR BEAMS ,p MINIMUM Nle&M.&x 3/4' SCREEN ROOMS AND �+ •
NTE SIZES
LONG NUMBER REOLgRED 3.1.S FOR GLASS ROOMS) a 8•x 1?CONCRETE FOOTING
r x r'AND LARGER m m m MINIMUM POSREQUIRED FOR EACH BEAMI EQUAL TO B i e �S)y_J WITH ON BAR C NT.
> ><
NCHES
FASTENER SIZE.NUMBER AND Fa io R SIZE(SEE TABLE 33) NATURAL SOH.
PATTERN(SEE TABLE 33) % / •� ALL MASONRY KNEE WALLS SHALL HAVE A�.ED CELL AND VERTICAL BAR a ALL CORNERS= ar >r ar �
'v BEAM TO WALL CONNECTION: 1.3.1/r CONCRETE SLAB 8 x 8.10 x 10 WELDM*IRE MESH OR FIBER MESH CONCRETE
x (2)r x r x 0.080'EXTERNALLY MOUNTED ANGLES TO WOOD WALL WITH MINIMUM M 318'x r LAG VISQUENE VAPOR BARRIER UNM SLABS HAWING STRUCTURES ABOVE COMPACTED OEM
SCREWS PER SIDE OR(2)11r x 2 IW CONCRETE ANCHORS TO CONCRETE OR MASONRY WALL ADD(1) FILL OVER(SCARIFIED)NATURAL SOIL 80%DAY EET
ANCHOR PER SDE FOR EACH ISH OF BEAM DEPTH LARGER THAN r 2.LOCAL CODE FOOTING REQUIREMENTS SMUj r E USED IN LEU OF THE MINIMUM FOOTINGS
(ALTERNATE)(1)13/4'x 1314•x 1-314'x 118'INTERNAL U•CF+ANNEL ATTACHED TO WOOD WALL WRHSHOWN.ORANGE COUNTY FOOTINGS SHALL 8j E A MNUN OF 1?x 18'W/(2)$50 CONT.BARS /
NOTE: GUSSET PLATES AIB:REQUIRED ON ALL MINIMUM TO UPRIGHT CONNECTIONS FOR MINIM(!)3l8'x?LAG SCREWS PER SD /4'E OR x 2-1/4'CONCRETE ANCHORS TO CONCRETE OR FOR STRUCTURES/BUILDNGS OVER 400 B.F.. A
BEAMS r x 3.OR LARGER EXCEPT WHEN SQUARE UPRIGHTS ARE USED. MASONRY WALL ADD(1)ANCHOR PER SDE FOR EACH NCH OF BEAM LARGER THAN 3-
RAISED
BEAM TO WALL CONNECTION RAISED PATTIb FOOTING
SUGGESTED SCREW PATTERNS FOR r x 3"OR LARGER UPRIGHT KNEE WALL-FOOTING FKEENED ENCLOSURES
s
SCALE: r.1'-0'
scALE:r r-0' SCALE r-w
OF 101
III
1/4•x 8•RAWL TAPPER ALUMINUM FRAME SCR
THROUGH 1•x r AND ROW WALL ALUMINUM UPRIGHT
LOCK INTO FIRST COURSE OF ROW LOCK
BRICKS 2500 P.S.I.CONCRETE
BRICK K NEEWALL TYPE=f 6 x 6-10 x 10 W.W.MESH OR
ALTERNATE CONNECTION OF MORTAR REQUIRED FOIkt FIBER MESH CONCRETE
SCREENED ENCLOSURE FOR LOAD BEARING BRICK MVILL
BRIM:OR OTHER NON- C(NOMINAL)PATIO (2)850 BARS CONT.W/3'
STRUCTURAL KNEE WALL CONCRETE SLAB W/B as- COVER LAP lr MIN.
1•WIDE x 0.063•THICK STRAP 10 x 10 WELDED WIRE MSSH
®EACH POST FROM POST TO OR FIBER MESH CONCWTE
FOOTING W/(2)810 x 3/4•
S.M.S.STFAP TO POST AND
(1)1/4• SLAB OR FOOTING' i (1) BARS W/3'COVE -III D 1 r �MM•
• �sr I
BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLSl=1 T I—_ I 6 MILwSQUEEN VAPOR
(2)85 BAR COIIfT• 'III III—III—III (� BARRIER IF AREA TO BE
SCALE t/2. 1'-0• s'MIN 1—►I ENCLOSED
(1)85 BAR CONT.
T-0•MIN. 311I(TYP. '� . ��� L �. .. .`
TERMITE TREATMENT OVER
) y i— --+— UNDISTURBED OR
BEFORE SLOPE i; Wa0
SLABS 1e / .. ' • IW MIN. COMPACTED SOIL OF
-� S UNIFORM 95%RELATIVE
DENSITY 1500 PSF BEARINGmm =lr
O
TYPEFLAT: /NO FOOTING MODERATE FOOTING STEEP STYPE I LOPIII a V
E Foan*P REQUIRED FOR STRUCTURES/BUILDINGS OVER 400 SQUARE FEET ONLY
NOTES: or/lr r/lr-r-la >r-1a O
1- THE F(XMNDATOMNS SHOWN ARE BASED ON A MINIMUM SOIL BEARING PRESSURE OF 1.500 PSIF• NI MUM FOOTING DETAIL FOR STRUCTURES Z Z
BEARING CAPACITY OF SOIL SHALL BE VERIFIED,PRIOR TO PLACING THE SLAB.BY FIELD SOIL LOCATED IN ORANGE COUNTY.FLORIDA Q N --I J
TEST OR A SOIL TESTING LAB. O LLI 5 Z
2. J181FOUNIDA > LL BE CLEARED OF DEBRIS.R00T5,AND COMPACTED PRIOR TO SCALE Zr 1-0• MOm O W
PLACEMEN'r OF CONCRETE. N
3. No FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE PROJECTION FROM/ N� a W coTHE HOST STRUCTURE EXCEEDS 16'THEN A TYPE N FOOTING IS REQUIRED. SLABS SMALL 09-0
MINMLM OF 3-lir(4•NOMINAL)THICK. g ON Z
4. MONOIAM SLABS AND FOOT*m SHALL BE MINIM2,500
UM PSI CONCRETE WITH 6 x s-10 x IIP O
WELDEn WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. Lj
5. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE N FOOTING OR FOOTING , N W
SECTIONS REQUIRED BY LOCAL CODE,LOCAL CODE GOVERNS. po
(SEE ADDITIONAL DETAIL FOR STRUCTURES LOCATED IN ORANGE COUNTY.FL) Vl 04 OD
s. IFA CARRIER BEAM OR FORTH WALL FRAME B REQUIRED USE A TYPE 0 FOOTING MINIMUM >2 W
D
SLAB-FOOTING DETAILS
(3•L) w Z
SCALE. itr TO D(21/4•L) M O
C(1 to� LL
UNIFORM LOAD UNIFORM LOAD B(1 1H•to
A(SW L)
a a
A B A B C � +
SINGLE SPAN CANTILEVER 1 OR SINGLE SPAN ALLOWABLE BEAM SPLICE LOCATIONS C Y
SCALE:N.TJ3 C _
UNIFORM LOAD UNIFORM LOAD m
SINGLE SPAN BEAM SPLICE d■HEIGHT OF EIFJIM
! ®114 POINT OF BEAM SPIN BEAM SPLICE SHALL BE W
ALL SPLICES SHALL BE MINIMUM d-.6a s
STAGGERED ON EACH dsa df- -d-3a 1•MAX W PA.C i
SIDE OF SELF MATING BEAM f x
A B THICKNM AS BEAM WES
C A B C d PLATE TO BE SAME 7 + + + + + + �` m
2 SPAN 3 SPAN PLATE CAN BE INSIDE OR I o.
30
OUTSIDE BEAM OR LAP CUT + + + + I ,•�j
UNIFORM LOAD DENOTES SCREW PATTERN
NOT NUMBER OF SCREWS 1•MAX
FASTENER SIZE.NUMBER HEIGHT 2 x(d-.50•)LENGTH
AND SPACING(SEE TABLE 1
L t t t
A B Ci D E ielsr 00 WM Nsoior M M M olNnas and ftonkn of screw Owxd rrr llbldo os �+,-
4 SPAN d saoxr• To CsN..TO Ciro► ll a aro TwoYwoo vU H"
rxrxawxo.12r•• utr■ossr ww or
s+ rxrxoATl:osaN• 11s'■a12r �• 3
03
NOTES: 112 1 lw 1• r x r x o tr x os2r Ur■a12r Joffmy
1)L=Sp/n L.WVM 01/4 a tK• 12 sw• 1•tl1• r x r x omw x o..20P Ur•o.12r ,+ EET
a■OwphnpLoro 1 Uvr rx1(•xOAWxOAR lie-02r voV�#$ :}
2)AN awe Noted 111 Nes Mw ars for equally q=W dMwws betwom supports Of 1 oda pok ti. 'Rolow b ao>h ddo dspsoo. - 1
3) Hallow mdnaiarls strN t1d b/spNad.
"untwrxcwdrxr*o.
4) ShMM spin owns WW 0*be spNad at In quwW poha wW spka dool be stsOparsd. TYPICAL BEAM SPLICE DETAIL P.O.SOX
SPAN EXAMPLES FOR SECTION 3 TABLES
ft" 5 /
SCALE: N.T.S. SCALE:. 1•_I%r
a9�24� of 10,
'Southerr
i Home prodgftu
jaffroy T U*9
.° ABG X13
Table 3.1.1410 Allowable Edge Beam Spans-HoNow Extrusbns T"&1.1.130 ANowabls Edpe SUM Spans-Hollow Extnalons Table 3.12410 Allowable Beam Span for Miscellaneous Sin or yyo Roams
For Screen or tfinyl Rooms I Open or Partially Enclosed Structures For Seven or VW Rooms I Open or Partially Enclosed abvck a ss Partially Enclosed&buttons M Box
For 3 second)wind gust at 110 MPH valoe@y;using design load of 19 NSF(32 MW for Max.Cantilever) For 3 second wind plot d 130 MPH vdodgr,ueleg design load of 27 OBF(46 NSF for Mex.Cantibver) For 3 second wind peat at 110 MPH voloelbr VIES®,��.
Akmbrxn r MR Ti ANeabwro feel Ti Abmdraon e0R Ti '� �Mad Of 10 t/SF M� nnAA,a
Lod Max t'1 Yor dassMlan LOW Mat if YadwNaMim Load Mac tf Yerdammoom X0,,Lx Y/ Yadaasetlon' Lad WWO 904-786-9241
WWI P4 moL him Who ibtle SWRANIoo•aaane 1-r 1-r 1-r 4'r C-r
1412 )span 4cpm YYlew at Sevaa 4 COMPOW it iSom 4Spm 2 Solan 48pm CeN1GLMaavw � `.Sr 1-r 1-r 1-r r4r Tr 1-r
5 e4' d Si• b S3' b 1:1• d 5 4'-T d Sr d S-r b 1'3• d 5 J•17 d 4'r b e1- k a-H• d -1• d r-ir b 1-r b yr d r x 4 x O.M4'x 0.101- 11'r lar r-1P r-w W.I. f Y x MA•dbn Y
t e•1- d r-11- b 1-r b 11- 0 • 4W d SJ• b S-1• b 1-1• d s J-T tl r-1' b r-11' b at1- d1P tl 4'$ 0 4J' b a-11' d rxrx•MPxftOr 1Jr 17.11' I" 11•r III r Sr 1-J` 1-P T-1P Tr Tr
1 J•77 tl rr 0 4.4• b a-1r d 7 4'-r d 4=11' b 1-r b I'r d 7 J•r b Jr b J$ b v/1- dr d r-r b r-»• b g-11• d rxrx$ASrx0.130' 15-11• IF-1' 71'-t• 1Jr 1r-r "t1- tar t0'll /-11• gr 1-r 917•
• Jr d 4'3' b 4-1• b a-11- d / J-11• d 1T b 1-r b P-t1- d t J,T b Jr b r$ b a-1P d b J-1 b Jr b a•1P d rxTxi•Srt•.1Ir 411-1- iT4' t1-$ 1Sr 152' r 1741• 1ri11' t1V' 174• 1R7• M_1P
• 1-r b J-11• b J-1r b 9-11' d f Jr d 1-i• b for b a•1r d f ?-11' b 1-i- b " b a1- d8' b J-T b 1-r b a-1P d rxrxtf7rXL=C 2?-iP 21'• m$ tr-T 1r-1r T /1-T 1Jr 1Jr 1S 1• 1?r 721-
3' 1T-T iT-t• 1rr 1rJ' /S-1P /Sr
19 J4' b Jr b Jr b a-1P d 1t Jar- d 4'-1• b J11' b a-11' d N ?•1P b J-r b Jr b 1-r d -1'.b Jr- b 7,1 b a-1P d rxrx0..7rxf.224- 251- 29'-t1• 27r 2/i` m-tr 3- 191-T 1rr 1rr t1--1' trr it
it J3' a 1-•r b Jr b a-1P 0 11 Jr b J-11' b Jr b a•1P d 11 21- b J-0' a 7-11' b 1-P d11' b J_r b 5 2• b gr d r x r x t Mt•X t 201- 21--1P 2br 2J-11' 27-71' 27-1• 1 a• mi• 19141• 4191 p• 791.7- 11-,2'
12 J•1• b Jr a Jr b a-17 d 12 Ji' b Jr b JT b a-7P d 12 ?T b 2-1P b 71- b a1- d1P b 33r b Jr b gr a r:11-xfar:e3a- 37'67• 2rJ' 2Tr 21-7 2Sr ,•• �•-15• Zq•.2• �.r• �•i• 21y, 21:1-
Lain Moa t'! War dassaflan Land Mac t'! Y w da5adlm Led IAm 1 f ver dassdsa c i r Y w dsffMdw P4 1 i2 S t/xn 4hear mawow Seem 4•pre use'�1a2 3tpa Itemshut2 S Spa 44- mom
Sa501Mbo oars Tr I Jr I Tr I 4'-r ebbr r Sr 1-r 1-r Tr Tr 1-r
S 4••r d g-10• d 9.11• a 1•-r d 5 Sal d r-11• d T-t• d 1'$ d 5 1-r d Si' 1--11• b 1-•r d 5 1-r d RS d 1-i d 1 r d f YwdinarfknY
• 4'r d Sr d Sr b 1-7• d t Si' d 1--r tl 1-r d 1'4• d • J it'd e1- b 4'1- b a-tr d • e1- d r-i1- d S-iP b 1.1- d r x r x L07r X 0.324' 21--1P 2T'-1• 251- 3Pr 2JrW4r
27, 21=!' m-11• m$ 01-.11' 11-T7 4'•-1- d Sr b 91- b t-r d 7 S r d 1-r d 1-4• d 1'1- d 7 Jr d 4'4• b 447 b a-tr d 7 1-r tl 9-7' d 91- b 1'-1' tl r x r x e.•7r x•224• 37-1' SaJ- r4r 2Tr mw 21.1- 2J-11• 2Ji' 27r 2Z r PRr.
• e•1• d r-tr b 1-r b 1-r d t 4-1P d 9-11• d r-1• b t'-r d t J-T d 4-1- b J1r b 01r d • r-• d 9-0' b S-7• b r-1' d rxrxf.esr'x•]••• 3J-1P 31'-7P 3a3' 2F-11• 2Tr 2S•1r 25 S- 24 1• 2J11• 2Jr 72-17• fO Jr-tr d 4T b er b g-it• d • 1-r d Sr d Sr b 12' d • Jr b J-1P b Jr b a-1r d • 1-r d r-t1- b 41- b Tor d rx/0'xtNrxt'7M• 3P•1' 3S-1P 3t-11' 93'$ 391.1•4 2r-r 14 tri•4 2r4r 427_7• 2S T Q W
1• 37 d 7- b e3• b W-11" di 1f 4'r d Sr d Sr b 1'-1• d 1/ J.T b 1-4r b Jr b r-t1- d 1f 7.11- d I 1-r b 1-r b ad1•-d 0
7.A k ncom ended frt fin mfbear be aossaodbd m soy Mb-ft-
1-1- limbo n rot span mon fen 4a
11 J••' d 441- b J•11' b a-11' d 11 e•1- d Si' b r-r b 1-1- d 11 b 1-r b 1-4' b a-1P d H 3 71- d 11- b 4'41- b a-11' d Z
2 Span am bared an 110 MPR wbd lwd pbr drag lmd for R-M 0
13 S•T b J/1• b J•1P b a-11• d I 12 1-r Al 5-r b r-11' b 1'-1' d - IS ?-11' ► Ji' b !-0' • 1-r tIS Jr d I 4'? b II a-11- d 3.Span k wwnumd team ardor d awaa-- b fret w walloornaelbn. V
4.Ah, spar do not NNW&bnph dkw beaus°Add' dMwm ern ups b mew d kam b bmm aonrdon b tie abmw spar for bW 0 Z 0
Lard Mac 'L1f Ywdalba•an Lad Ym T/ Ywdaesaeen Leat flat t'1- -Wer V11 Lad Mr. t'/ YwdaMa•ea _ baamapue. � Z
1a2 iapm 4fpro safttit repro 4eam Rim MldWgy Cwdftm1417 Ss/m 4esm ��� 412 ispart 4tsro 0.SprraYbe'
V�d• (' N
5 5-11' d •:11' b Vr b 1'r d e r-- d •-T b r-7 b r$ d • Sar' b R1r b 9f ► 1-i' d t 1-,2• 0 1-r b Tr b t' � (A Q W
t S T d r$ b 1-3• b 1'$ d • T-T d 1-r b 1-r a 1--t1- d e 4-10' b 91.1' b Sr r3 0 t 1-T b r-4- b T•1• b V r d 0 W Z J
7 S3' b S-11- b Sr b 1'a• d 7 T , d •r b T-tr b R1P d 7 1-r b 4-/r b 4-Ir b 11r d 7 Fr 1--r b r-T b 1-7• d TOM 3.1.2-120 ANOwable Bea111 Epan for A�ooNnvow n or VW gloom 0 0 m 0 (j
• r-i t' b Sr b Si• b 1•J' d a 1-r a r-r b r-1' b 1'r d • 1-,2' b er b 4.1- b i' d • 9r 6 1-i' b r r b 1'1- d as Partially Enclosed Sbuchaes (� Q a�
• e••' b 9$ b Sr b 1-r d f 1-r b r3• b l-11' b Vr d f J-11• b 1-.4- b 4+T b 1-.1' d • 94' b r-11•b Sr ► 1'1- d For 3 second wind glut at 120 MPH vskw y.-:yam�a lead OF23 WW ma W
tf CF"_
4'-71' b 1-r b r$ d 1• r-r b 1-r b t T b 1 T d W 1-r b r? b 4'1- ► r d 1• 9.1- b Sr 0 91- b 1$ d Td N 0
11 r•3' b e1- b t 1- b 142 d 11 Sr b 1-r a 1-r b 1•T d t1 Jr b J-1r b w ir b TP d 11 Fur b W4P b Sr b r$ d Letllwdlh W Z
fn/b e•P b e1- b 1-4• b 1'-1• d 1t Sr b r-r b 91-17• b /r d tS J$ b Jr b Jr b C 11' d Is 1-r b 9-T b Sr b t'4• d snob 204wa/arrear r4- 1-r Tr 4•r 1-r r rr 1-r 1-r 1-r Fr Fr c*4 0
1.Actor sperm/b not kduda keolh d kes bnra Add borbadsi dlab�os loom uplSldb calks dbusa b bean 1 Abor spar do real bxids k dkba keas.AOd hXkayd dklas•aawppM b asnlr dbsw b bare r x 4•x G.OW x ILIW 791.4- lrr d 1-r d r-1P OAf fd a - a-/ rets bwmmm Awr rYr Ti' Ti' 0_11• 0 r 8C14V
O011w0"b aeoaa'pa"a taW ^�1e aaneefsn b b ebs,a spar fX bbl beam apace r x r x afw'x0.Lr 17-1P 1r-1' ITr d ta-11•d tg-T 2• 91.11• r-r r-1- d e 1` f•1P r-T W
2 e�Y b1-loin/aYnd 2.spry mwbo kYOd,Yd r x r x LUr x LIW 174F 14-1' I"d 17-11-d 1r-C .11- If4r d 17'3'd 1a-11'd Ir-r tai' Ir-1P N 0
rXTx•MrX0.ttr 1Tr 1.47 1911-a 14'1-d 1442 1Jr 12-11' trr /21- Iti' 11'J-
r x r X 0A7r x t23r 21'4r m-r 7913'd 11-4'd 1Tr $ %'r /1-r 18_7 1941' 14 1 1e W
rxr:0.071-x•221- 23-11' 27r 214•d m1- 1rr 11- 1rr 1r-0Pd 1Tr 1r-ir 1JT ora' Z Z
r x r x OAR•x t3•r 2S-r 2J4' 22r d 21'r d m1- -11• 1r4• w'•7P tr4• 1T-1P iTr 1T 1' ILI
r:t1-:tAtr:•3.1- tri• trr trr, 31-.71-a 21--11- .r a1- 21.1- 211- m1- tai• 1rrw
D O
Lad•Ndlb
U.
o.ar.s.rarbe
Table1-r 1-r 1-r 1-r e1- 1-r 1-r 1-r
a.1.1-12o ANmssble Edge Beam Span-lioNosr Erttrlulorn AaowwbiI t f Y s daMMba Y
For Screen or
For 3 second wbd gust at I=MPH r m1- m x' trr ora 1911- tar
vsbcky using dee of norPwdWF At Max.carltl�YP r x r x eA7r xLZW 2rr 2Sr 2r-r d 2J-r d 27J'
Abwbam ffRTi - rxr:tArt':•234' as-r �'.1' 291-trd 2sr d zrr .1r 2r$ 7lr 21-71- trr m1-
r:r:af•rX•2.5' 314• 2F-iP 29141•d 2T-r d t1--r 2Lr 2J$ 21--r Tri• mt M4r
rz1•':0.Mr:7301- irr irr 32.1Pd M'r d lar CCC
Leal fim. t'/ Ywda•rlr Lard Mac t'/ YwdMMcilm - 3' ffir 2T$ m1- 21-$ 39$ 31-11-
Wwdk1(�1 a:apace
Salem 4 0pa •Nda� 1 t 2 3 cpm 4 Spa NOON
mommom dad Md ft wgbaar be aawdlad m any ndaos•rrsia 6--Mg login frt spar mac am 4P a j
f 4'•P 0 4:1P b 4'r b 14l• d 5 rr d Sr b g-r b 1-r d 2.Spry an basad an 120 M.P.H.wbd kW pbe dad bed for•rtiq
s J1a d 1-r b ea' b W-11' d • rr d r-7P b rr b IW d A Spn b mmwwd km arras d mnwtlon b irab erwef arswdr.
7 JT d r-1• b J11• b a-11- d 7 J7r d 1-r b 1-r b a11' d 4•Abawspradonot MWaM�dlo bWO.Add horkrM'dk*-bommp%MI* all bem10bnmmuadonbbebmaxpabfpr C
bW barn sera.
• Jr b 7.1P b Jr b a-1P d • Jr d r 2' a 1-r b 0-11• d i Sprb may M YdrpaYkd.
• J.1• b V-r b Jr b a-1r d a Jr b J-tr b Jr b a-11' d m <
Q
7.P b Jr b 1-4• b a-17 d 10 J4' b Jr b J•T b r-t1- d t! O
11 2-11• b 1-r b 1-3• b 1r1- d 11 J3' b 3'T b 1-r b t-7P d Table 312.130 ANowable Beam Span for Mlecaft Ous 5
12 Zr b 3'-7• b 7r b ar d tS PW J-0• b Jr b Jr b a-1P d as P ween e1-YNry)ROOras W ai
For 3 second wind gust at 139 MPH vskm*f raft 19a load of 319W (DNIEL X
Lasdl Ms 1.1 Ywdaaaeean Laed Mac 1'/ YaraadballanA§mtfRTi LL
�o N 1 A t 3 ftm 4 cpm t 2 Sasso 4 spry Lad 7Nldto C
5 44' d 1-r d 9r b r-r d 5 t 4' d r-T d 1-r d 114C a sngb MIFMMbo flsmw rr rr 1-r 1-r e1- r 1-r 1-r 1-r 1-r r1- rr
• e3• d 9-r r 4:11- a 1-r a • Ir-Ir d 1-,Y d 1-r a 1S d YwisMdmY L'
7 J11' d W-40 b 1-r b a•1r d 7 4r d 9-1r d S-ti• b 1-3` d r X e x Low x 0.1Sr 914• d •-1P 1-4• rr d r t1- ••11- gA' 1-4• r 2' r-11,
• 7.11- d 4.1- b 44T b r-tr d / 1-r d S-r d F4 b T 2- O r x r x&W z Ligr t1 d 791.11- 1911- r-t1-d r-r 1-r 1--r bar 1-a' 1-i'
• Jr d 4;T b 4•r b a-1r d • 1-.4' d Sal' b ger b r-r a rxrxtAtrx0.12r /J•1- 171- 1r-r Wr d III 1aT r-10' gr r-r 1-r
/• 1-r b r-Ir b 1-10' b P-11- d /o 1--r d 5:1- b Rib b 17- d rxrxawzLia- 1rr 1w4r 13'-11- 17-C d Ir-1P .{- 1rr trr lar W4r 10:r r-r
11 J4• b Jr b Jr b a-17 d 11 r-r d 4'•17 b 1-r b 1-0• d - rxrxLWrx0.2SP trr /1-r tri- trr a 1S-11- t1--11- 14'1- ur 124r 17=1- 1rr
12 Jr b J-T b Jr b 0-17 d IS 7.11- d e1- b 41- b a--i1- d rxrxtp7?'xt.23t• 21.1- m4' 1g4• Wr 1T 1P ler 151- 191- 14:71- ler d-1Y
� rxrxtWxLSer 2rr ZIr m4• 11-$d irr T t}1- 1Tr 11--T 11-? �.1• trr
Lad Mac ter Ywaraae•sa tared Max t'/ Ta'wdalbelbn r:1rzL r:t3fr m1- tr-a' 27.7 2r-T d 21'1- •11' mrd trr tri' 1041' N'$ 17-17
Wkm0•11a2esm 3Ssro 4Ssm sadlh� at 3spen 40pm
5 S-r d 1-4- b 1--r b 1a d 5 r-r d Vr b rr b 1•-11• d T lodtNdle
s 9,1- b 5-17 a S-T b 1-4• d • r-r b T-n• b 1-r b 1 1- e
0wuobk eeaalar,o 1-r 1-r 1-r e1- i
r 1-r rr rr rr 74' rr
7 1-.17 b Sal• b S3' b 1'1- d 7 r-T b T 4' 0 T-i' 0 1 t' d
A• '! 1b'wdefyadenY
r x r x osm x 0221- 24•r 23'r 21--1 r d m-1 r d 191.11- 1r.Y 11-.10` 411-4' it tr-7'
I 4'r b Sr b W.r b 1'3• d t -I b W4r b Wr b 1-r d r x r x torr x 0234' 21--7' ear 24.1- 2J4•d r m-11' m4• IF-IV t1-l' 71-.41• 1rr O /lin
f e 3• a 41- 6 4=T b 1'1- d / 9-tP b 1-r b SJ' b 1:1- d r x r x omr x•.SO•- 2rr 2rr 2Sr d 2'-r d r 22-1' 21 5' 7D:11' m 4' 10-/1• trr i/t/wT
1• e1- b 1-r b 4'4' b 1'-7• d 1• gr b 1-r b S-t1- b 1'1- d r x t1-x 0.ar x t.3W' 3Jr 31'-1- trr 2rr d 4• 2b-r 24-1P 21-? 23:1- r t1--r E�
11 7./P 0 4'1- b 442' b t'-r d N S t' b 9117 b 91- b 1 5' d
17 fr b 4-1• b J11- b T-1' d 12 F b g-T b Sr b 1'r d Mabe:
bbta 1.k is oamsoanrda0 foot to aobesr be aonasdbd m eny niwYreow taaio tNgpn fetaps van fen 4a
1.Abma spry do act bxids MRO of low brew.AN loodmnW dMrea loam uglyd b arch of bnm to bum 2.epre are bend an 130 MPR wad bd On dud kd for•roro.
wnowlsa oft ebsea spar f7rbW bms spear S.%min Herod bm snkraf womelon b Indo rowel aoowna0oa d b errs d keaa b neem aarrddn b fro encs spre flrtoW
2.Spat mop be' - 4.Mor a m do al kdbda WOO d km kra Add florbealM dkWea tldm -
bam sperm
6
L apse nW ba btrpokkd
OF 10
Table 3.1.5.110 Allowable Spans For Fourth Well or Miscellaneous Fnwning Beans for Olass Room/EnclwiRd Strrncrm Table 3.1.0.119 Allum"Spans for Ridge Booms with SSM Mining Bsam Table 3.1.7.110 Allowable Spam for
Fce�ANW IM T�at 110 MPH voloelgr,using design load of 19 JAW For Screen Rooms or Vbryl Roanti
Roans! n or Pordally Enclosed Structures For Gins Rooms!E 0
Lemd wldlh For 3 second wind gust at 110 MPH vebcky;usfog dsslpn bad of 19 NSF For 3 second vdnd gust*h 110 MPH vebdly;using ddslpn bad of 19g
sbvb4•r rr irr 1 rr Iry 1 174- 1 Ira- 1 err 1 s r err '! 0" TfbWWY Leed WWW w■Pw11n T Led vrldan w■Praan.
Arowaw Spon t'f smndrg Y w amtbetlen Y spedns
awf Wdne 9ramr ar rr Tr rr rr lar irr 1rr emr fbsrne Smdbme rr rr rr rr 1 err I12.7 irr
rxCzGA 'xLter r$ di r-r d T$ of r-tr bi r-r 61 r-r S-4• lb
S-1• 4'-tr'b 4'-r b S`Y �m�M t'f Yx�NMdlonY t'Ip�mdl YwdxMdbmY
r x r x Lmr x Liar /1'r d 171'd r$ d r$ rd T-1• r2• V-7 S-11•b S$ b p r$ r x P x 0.44 x&"r err b rte b r-T b rS a r-0' b rr b r-r b r-11' b r x r x @As4 x e.1er /C$ b r-tr b 0 • p r-r bKw4- b
r1'r
r t' p r-ir b
rxrxLowzR12r era'd 11-11' IR77 r$ b r•+7 61- b r$ r1• b r-10'b rr b ra r x r x0.esrxater tri' b 12�• b I" b +a$ b 7.11- b r4- b r-tr b r-r a r x r x$AWxLIW ITIC b 12r a 1 T b 1r$ brS-1r b rJ' b
rx7'xLMrxLlar ISr d Iry tr$ +T-r 1rr r$ b rr W-T r-1o•b r-r 6+1• lxrxL*WxLIW 18i• b Ww b 1711 b 12r b 11$ b io=ta• b tri• b r-1r b rxrxLSWXO.12r tet• b /4-0• b 12- • p 1rr btr F-IV r W-r b
rxrxLtWxLnr 1rr iT-1' 1S4'd u'r• 1St err b ti'$ 1r-r 1rr b rr a RIt• rxrxoArrxRl2r 1Tr b err b 14'-ir b 13-71• b lr--r b /r$ b 1T-0r b tri• b rxrxoAwxo.12r tr-T b Ira' 0 14'- p it-1r aIr1Ilw b IT-C b
rxrxL9lrxa33r 21-11' 1ra•d tri' 1S-11- 14••7 1r-r Ira' 11•-wb 114•a 1rr t b 9-17 rxrxoA7rxLzw ZZ1P b W-IW r 1rr b 1rr b lr4r b W-r b to'$ b u$ 0 rxrx"7rxe.2W 2r-1o• b 2r-1r b tr a 1rr b1rtall' r i4r e
rxrxRtarx6" 2r-era 20$ 1rr 10-1ra +Sr 14'r +r$ it-lrb 17.r b err b / 1r a' rxrxoA72':ot24' 2orb 2S-r b 21•t' b 1rir b 1aa0• a 1117 b 1r-r a tri• b l:r:eA7rxa224' 2sS b zrr b RT b trtr b1T- 1T-r b1r 4' b
rxlrxL=rxL3 2a-T d 2rr 21-1•d 1Rr d /r$ 171' 1r-1• 1St b /4$b tri' b 1 +2'•r rxrxaooT'xal/r 2/''i' b 2W-Ir 6 2S-r b 21-7' b 274' p tri' b +r$ b 1T-T b lxrxeAe2'x0.21r Z►'j• b 24-1r 6 2r- •. b 21'7 017err b +T-T b
rx/r: x �1' 0 tr$ b2T 1• b 2Srb W4r b 22-1r b 2t'$ b 2r-Ir b rx1rx$Mr: 22r b 2r$ b 2T b 2F4r b - 21 i' b 2r-tr 6
Double amral see Lmdrrmar 1.ableRoancTtrnldlemold *mmpomrwbdoMSMo� �
a.mmr 4'r rr rr /rr err u r Ira' err err err rmgnimnrrdm b ebemm rakhtder bwmms sit paw ort p drlpirtl b 110 M.P.H.wd bed 1.Obr Roans:The eddran d d m bum Lehr wbdomx�ohm pmw ort ae daderrd b 110 M.P.H.was ford
Mxnp so ore mddsrrl Mine is not spie& b b er aboYe Uww ebrbxxsere bOkOr
Abwbb apron t'/ Y wdmamdbn Y i TmWw axwmr MwrbnaYibd wait a art edarand Mira Y L rqubxd
l:r:eA7r:o.t3r Ser d 2I'$ to-T tl 1rt!•d jr-t' 1rJ'tl 1Sa•d 14'•17•d 14'$d 1rr 1 Air-Ir
,,y�Prpxpobyd, b ��bd Tx6lwmxwxrredrwknabrixdwohbngreanrfon � b socked
rxrxsmrxs.nr rI$d 27-11' 21-7 271'd Ira 1R1•d 1r-4'd tad d 1811• 1S1' 1
3prr mr b.bbrxrxLarxejar 2r-tr 2aT 2z7ra 21'-1•d 2W-W a 1rr a Iry a Irr tl Ir-1rd 84•d 7 r x/rx Car x L3 3r$0 271• 2rr 24•$d 277 2rr d 27-1•d 2047 d IRT d 10-11•d i
Table 3.1.9.120 Allow"S pons for Ridge Beane with sw Mating BMnM R1df�►Bwm wgh&W MNleg Bsasm �
1.N Form, Rooms w Table 31.7-120 AllowableSpam for
W
+.a r r.crnrrdd 7x11 r»wgkra b.mndtd on ary nirtom11snamrr fariip berm reempwr man M 40 Vbryl Rooms!Opener Partially Enclosed Strudrrq For Glass Rooms!Enelo�d � �
2.Spwo wobard m iito MP}t.wad bd pbr dmd b W to fwmbg. For 3 second wind rust at 120 MPH vd=W,,using design bed d 23 NSF For 3 sseand wind gust a�420 MPH R
3.Spen is mrwxed gem andr of aornr... b bedo awY aorxrdbn relOdly reining design bad of 23#W " 0
4.Above spm dm not m dm bnWh d blr 6014 Add IratawaM dbbwnoe ban tgrlpld b over d imus b bmrm aorermCran b M mbrbel T Led wean w■►wen Q. (�
bars spar. Ball"-sadbme rr ar Tr rr rr 1rr 1/•r err L and mss'w■Aram
omit Wbp tbotbms rr rr r rr rr "r irr 1rr W Z 0
L Sv.rre n>y b.brbrpctr11md f W-r m r/ Y wMaw11bro Y son•L'/ Y w danmae. Y g Z
r■e•xae114xa/er rr fo r-11• b r3' 1 Tr b T1' b F1r b ar a ri• b rx4'xLN4xL1er rr fo r-7r b r.T b rr b r4T' a r-1r b rte• b s•4• b 0 O
rxrxL81PrxaMr + -r b iry b /sr b !r b ar b rr b rr b r-IW b (n
lxr:sear:0.1e0' tr-r b 7rr a °p rr p ra a r-T s rr b r.W b OCO) J W
rxrxaMrxLUr 13.17 b 7rr b trlr" 11•$ b Ir$ b r-+0" b r$ b ra' e
Table 3.1.5-120 Allowable Spam For Forth Wall w miscellaneous Framing Beaar for Glees Rooms! rxrx air x e.l2r 17.11• b ire• b 17-1 -b /1'r b f0'r b Rin b r$ b rr b 0 W � Z J
rxrx4A rxLt3r is-tr b 7s'r b irr b 17r b tt•-it• b 11'r b 107 b Tri• b
Far 3 aeoorW wind gust at 120 MPH ve1ccW..using design food of 23 NSF rxrx oar x Li2r /a-w b u r b +r 0 1z-r r 1T-1r p 7r.T b err b iQi' hi
9300
rxrxrArrxsi311' 2rr b r b 1Tr b ter b ts$ b 14'7 b tT/1• b /r$ b rxrxoArrxL2w 20$ b it-11• b 1T • -b 16$ b 1S$ b 14$ b 1317 b 13$ b W
Abartmmm aMTa rxrxe.07rxs13r 111r b 211-7r b W4 r 7fr b irr b iW-r b isr b /r-tr b rxrxewrlxa2it- 2r-+r b 2Rtr b Ir a 7rr p IT,r b S b err b 74:01• ► W Q ~ ~
T Lam11vrtdin lxrxLowxua' 1P b ar b 20-0r b 1r_T b Ira' b irr b tar b err e 0
slaw 3e s' rxr:LarxO2ir 2r-10• a gra• a 201 •:b 1rr ► ir$ ► 7rr b ter b Ira aCO Ir
rr sr er 1rr irr u'r Ira- 7rr err err 3e r x tr x Lur x si• b err b ser b 2r-r b 21-17 b err b Irr b 1r-1 r b �x e ar x tri- a era• b a r 01,2• b 27-1r b er r b Iry b /r.1r b D O N Z
AN.wbb i f YwdommoommY "aim
r x P x LGW x L1M' r-7r d rr a-11•b rt Sa' S.T 4'-71• 1'r 44• 4•,r r 1 t tr 1.Ohm Roar:Tim mddabm ddwoftw imom omm wit alta pemm ht am dr4 b 120 LPA wit btl 1.f3br Roomc The tlAewr d i�abrm tas widows V J 0
rxrxL*Wx .ler 10-1rd ra' rr b Tr r-Ir rr r-1• rJ' S$ S-r M-1 4•'r rap Mess owadr reWaamsl vAowsasmerabagwaoarl posed
ddbmmid bred npiwd. m*Wwwdab/rebabupdpdd mbommarb� jotY a xwhabmd (rj '.ti„ g U
r:rxRae•:ane' Ir-Ind 1152' W-W b 817 r-7• rr r-11•fo r-T b rr 811- S er i Te6lmsasaYnmadnabeelabdwNnbrgaresrrbmdbwrtanPareasibmppMdbd i TSIMssesamamYusbnaWdadrllhbneweirwlar paydb�plmtlbad
r x T x aaa'x LLJ
L1nr Ir-r +2.17 1l- 70'•r r1' r$ r-tr rr r-r S•1r r b 3 � a 3 spoms aw bs bdrpobbd Z N g
lxrxeA7rxe.23r tri• ire 14=T d 17-r It:Ir 17-r iri• b r-r b r.1' r-1r r
lxrxsArrxL274' 2r$ m-1r ir41'd Iry 13'r 17-7 1rr tr-id•b Ira R+r ra* rr W
E!
r x aper x gjw 21.0' IR17 Ir-I-d Ira• 14--C i" /z$ a tr$b Ir r la-r Ia rr Table 3.1.9.130 ANommeble Spew for Rldpe Basses with SaM Wong Baanae Tatde 3.1.7-130 Allowable dram for 5 S
rxn•xLarxL1da 2'r11-d 2t'r /r$d Iri•d Ir-1r ISL' ur b Ir-Isb Isar ire• 11-1 /t-r FarSCINIIR-- or �eameto SNfMagngBeYm
VM1A Roans!Open w Partially Enclosed Structureaw s iZ Z F-
T L..erwaor For 3 smaaod vdnd Oust at 130 MPH veloolly using design bad of 27 NSF For soared rrind!gust mtg4 velocity Yslep�lmd of 27 NSF UJDmdft O
0> ct.1110 MPH
*"a"s 4'r ar rr tar err +rr irr err irMT
amm"m sa- OWN.&WOmdrma sr sr Aam�mf4 Lemsrrr11wwr►woodaae r 1r4• Iry LOW TrlMW-Prsn wr 1rr /rr Q W
Aammrbb Wi YwdmamrlonY amaMdbgamaM sr rr rr. r-r rr
r:r:Lerl:es34• 2yI' d err tri•d Iry lar 1111• N-r d /s-tr 1r- f7 Yf 'b'wrxr:eA72'x$21C 2rr tl 227 a 20$d 1811.11 1r-Is /R1r Poo' a ta-C a M' ry r:r:aoM:a1M' rr fo r-Ir b rt' a rr b rt' b R1r b rr a ri• b 2-x4'xLM4x0.10r' ra b ra b T-T T-1• a rr s ► r-r p r-Ir b
o. rxr:LwrxLea' 12-r b 11-1, b Wr a ar b r4• fo r-r b rr b T-70' p rxr:eAaa•:ala' 71'.7 a IRr b r.r a+r p R4• s r-7r b T4' b r r b
lxrxeAa2':eAaP 2r-r 277 274• 7r-11• 76-W 1T-+r 1T-1' ir$ d IrrxrxLMrx 127 i3-lr b Iry 0 11'4r b 1Tr p 70'$ b r-ir b ra• b r$ b r:r:LMrxaUr it-+r a t7-r b 10-11•2e-17•11 i1'-r a 2Tr 20'r 1P? d IV-r d 17 `T IV-r b Rr b r-r p r$ a r4^ b
rxTxLNr:ant/' 15'•1 b 14-7 b 7rr b 1zr b 11'-ti• b 117 b irr b 10i' b 1Tr b 10-1r p +11-6' b R1r b rr e
Now rxrxsA7rxemr 20r b IF III b irr b 111$ b Ir$ b /rr b IT-11' b tr$ a rxrxLNr:a17o' ur b 17$ b +r$
1.a Y remrrmmwdad sed Ila ranpYrm►a mrraAmd am rq nimomrrrmorr Snits b..m rel par mow ram 40 r x r x RQr x R23r 17,2' b ire b Iry 1st b t4'1' b Ira' b /z-7r b 17-1' b W ~
2 Spry meb.rdmniIMPH wbdbd rxrx yrx 22-ir b NMI b tr$ b err b 1Tr b IV-r b /Sr • 14-1T b
Pkndrdidbrfmmbg rxrxRNrxLt3r 211' b tri' p 7T-1r err b to-tr b u'-lr 6 1i 4• b 177 b a
i apt Y mme.trtwd Lam mar*m d mmodhm b bub erwma oatamdbn l:r x Leet'xeA1r 2C-Ir p 2r$ b 2817 b tr-r b /rd b 1T-r b tri b /ra' a rxrx Lar x a31r 2Z 11• b 20-11• b 1 i• /Br b 1T-r b 761' b lar b W b j�
4.Abo"spar do nd bndode WqM dbrm broom.Add ftrtrimortbi dWrrm fan ttprieM b amntr d Waw b bwa axmrdon b a ebome ml fried 1:10':O N3': 27.1' b 267 0 Ser b 27,7 b 21-tr 6 20$ b 1rr b 1Ri1• b r x 1r x oar x 2T-1' b 24$ b 72-7r :
bma Ilrmt 214r b W-T b IF b ir1' 6 1Tr b �.
IL aptp nby bs l' pddmL - 1.Ohms Tlr 8111111101 d ebmrimme tomewrdaw wrh Moo pare ort N dmWW b 130 MP.1L wit nod 1.NowWmms Reamc Tim eddMon dmiomdrmxn Lwrr wbgatw. C T
maiwmwds b a dw1W UPWd sire btrerr rr mbagrt rob rwddMlwM Mia b"d wtpobmd, 2.A boor ��k� p�M ammiorrd b 73o @& wind bd C
L TmMvs a..aM aiwbn mrlwdmd w1hloW miemom dkwomm pang bo Spew bid M^rrlt4b ern mxbMarl fermYg b rot mgtrbed
Tahb 3.1.5.130 AOtmrabb Spam Fw Fourth Wag w MMoWWnm=FrMnnbng Bea for Oless Rooms!E.rdoaslli a rlpww m W bm brrpoblmL 3.Spar mrybeblwI bao+r a�lir.bn pard b aped bxd in $
For 3 ssewd wind gust at 130 MPH vslocW.using design bad of 27 NSF
Alwmbrem U!Goes T4 X
wim
rr 1 rr 1 rr I wr I Ira- I w'r 1 irr err I err 1 irr 1ora• � a
AMewMm VilmemilknoWerdaammaenY - C
r x 4'x Reit'x aIa• r$ d r-' d ri• rr Sr 4'-1r 4•!• 4'-T <r 7-Ir
rxrxLarxaler70$d a-r II-ill b T-r rr r•1r Br r1• my 4 r
rxrxLSW*xa/2r lzr d ire' r-1• Rr T$ r-ir a$ Rr ra' rr 9
rxrxLMrxa/3r 1t-11*a 1zr 10$ ow rr MI' r-41 r-Ir rA- s.r a sr - � �n d
r x r x Ls7r x Lt2e 1T$d 182' 1rr b OW II-l' M'1• RT Pr rr rr r-t ra' J jF3
lxrH91 L23P ire• t6'-+r ever irr it ii'.0 +0-r R111 r$
rxrxaarxe.3a' 2r$d 1r-17 err Wr 171• 171• trio• 10-17 IO.T rr r Rtt'
rxirxLOW xatlM 2Yr a 2RT irr iT-r 1S-T +4$ tar irr /T-1' 1f'$ 11'• 1Rr
Ooebbtisaalmatg T Ledwww 360
aver er sr W r /rr +r-r14'r 1r'r Iry irr 2rr 3e
Aeewbie apmm t'/ Y w dMMoaom Y IRT
r,r,.Xx.l
r x Re7r x om4-P24
1•d 1rr ir$ 0 7rr d /Sr 14'11'd era• rr tr•1•b 11-0' 11'
r:La72':023{• a 214• 1r$d 7r-Ir Ia-1r Ian u-7r irr 1rS 7r$a iz 7rr
rzaea'xa3er d 2r$d 2r$d 16-11'11 tr-/7 1811.11 tar 153• 14-7 b 17-IVb 17 b t2$ eIN
it x assn x UM d 2811•d 27-T d 21-1 i'd w-r it-r a I6$ d irr Ir-r tri• b Is- iso s
M JGIrsy T. Me
I'a b mmntmwdd red the wtpYrw b8 mrwdbd on may nieomr.rtaor fenirg form ar7 qtr mwm M 40' a E
4(
i Spens we home on 13D MP to wbd bed pbs dad ford brferrirg.
3.Sr v�1 4Y!!f�
b armmw.ed fan omrdmr d oomtedbn b iemde wwatl oawmdla-
4-A tbrm mpww do not bxltxb brgb orbrm Wer.Add- dY. ban WWA b coda d bm b form mamnmermn 1010 shwa m$OMr 1rtdY
qtr
L Spar awy be bdmrpa o&
T)
PQ.Box ew
AdMOQMRQ,Fl 3Q t Y of 10
Table 32.1-110 Allowable Upright Heights,Chair Rol Spam or Header Spens-Fallow Extrudew Table 32.2-130 Allow"Upright Helghb•Chair Rag Spam of Header Spam-2 follow Extrvslons Tabb 3.3 Schedule of Post to Beam Stu and Numb
For Screen Room or Vinyl Room/Open or Pardally Enclosed StruchwW, a For Glass Rooms/Enclosed or PartiallyEnclosed Nests" Aerrdmarr A lees T4 er�f Thru-Bala Rewired
For 3 second wind gust at 110 MPH vslousing design bad of 12 NSF For 3 steasi wind gust at 130 MPH velodir,using design lead of 20 NSF
ANriaaAlmOUST4 Abedam Arty oar T4 Man MYdnwn
T LadWNW-Pudh T Lead srAft •-PwIIn No Post No L'WtION
X' Krr Kae Mea
1M'a air a
aeesas r4' T4" rr rr rr rr er W-61Tr rr seeuaw rr r-rrr fr rr 8r er fr Tr Tr r x r x0.050'We r x r x O.O1 rxr x °�
:tW2 rxrxaoso•
ANowebM w/ ro'«dosaaa'd' Aaowdat wI �Y«MedraY angleyes/ eearrw 06
r x r x I~Navin $r S,r b 4'-l0• r4' 4'•4• b ler r-1r r-P r-0• b rr b
r:rxaw4- Pulsus r-1+•le r-r a res- d f-1r d e•a• rte• a-t• s-1r s$ a s$ rxrxaao•xo./ar rxrxaaa• rxrx `
rxrxomr treaty er d fr d Tr d T$ d r-r 9-11•a er r$ a-r a F-1112•xrxo•066•Ne°ow, f-0• S-r b s'3' 4:1r a r-r a res 4'J' b 4-r bi r-111 le r-10' b 2 xsxo.05vxo.lw rxrxoAw rxrx 2 rxrxoAw
r:raOAts- Holm f-111•a f4' d r-11•d rr a r-6• rr d ear fr b 6'r Vd4 rxr:o.0� NMar e4• s-tr b a:r sin' 41r r•P a res 4.4• r-r r.1• b rxsxo.OWxo.12r rxrxDAW rxrx 2 rxrxo030' oy
r:r:o6w Nseow 1fr d r-11•d rr d rr d 6-40 r-r d r4• d f-1' r-1r a rT r:r:asf0'MnOow r-+0'd rr res• rP b 0r e_1 Sao• Sr Sr fr b rxrx0.056'x0.120' rxrxaWr rxrx 2 - rxrx OOBD 010
rxrxOaasMeesw er •l r f-4• fr Sr -r S4• b z 2 rxr:aw 010 .
rxr:aM6' lbesw tt'r d lard trr r-r f.1' Pard rr fr sd' d ere rxrx6.orrxoaw rxra0.0a1' rx4•x
:4•:°leo-Helie. 1 a° r b res rr a rr e r a rr r-1P s-r at' b a z rxrxoo5o• ,tie
r:4'x0A6i' Noeow tr-11•d lues d trr 17r 17-1' 11!'b tl o' trr 1r 2• f-10• rxrxO.O7rxOmv rxrxa0t0- rxTx0.050•x S.M.B 3 a rxsx0.000•xa1O0•s s14
rxrxLM Tube 11W d /0- d r11 r e•11' rr s' -1 Tr a b
rxrxeAie• sats. 2v-r d Ira•d it-r d 1T 7'd ler tsar 1S.T 1rr +r$' 11r rxrxoAwxoxv rxrx0.12r rxsX&OWx s.M.g 4 3 rxsxo.05Q'xa12Cs:M.B 0µ
rxr•xiAQ•aaLL +rare 17-1T 17-r 11.4•a m-r b 1o.T e•1C r-s f-1• r-tr b
rxP:OA30' aM.6. 2rr d ?24'd 214• 2S$ tr4' 1r$- 1Tr 16-11' 1e4' iSr rxlrxOAorx0.3W rxrx0.125• rxrxO.Ob'x S.M 5 4 r:Tx0.0�•RI IrS.MaI *14
�e/h�ymybelp�d rxMx0.0la'iaLs. 1r-r b 14'-1r +r-11' tr-t• b 17r iT-1rb /1�' War tfr 1fr b
way
berxrxOATrxozW rxrxAA6rxA.100' 6 4 rx4'xaot4':a100•SatB 014
Table 3.2.1-1211 Allowable Up ftM Helghb•Chair Rag Spam ler Fleader Spam-Hollow Extrusions Table 32.3-110 Allowable r x r x oArr:6x14• r x r x o.asr:a12o•
Uprlgld He1gMi,Chair Ran Spam of FFaada Spam-ifoievr E1letrusioruo omr _ 6 4 r x r x oAir x a12r at am
For Screen Rooms or Vinyl Room/Open or Partially Enclosed Strucluaes For Sweat Roam Cenwrbd to Glass/Enclosed Room r x to•x aoYrxx r x a•x o err x Gam• 6 6 r x s x o 066•:6.120•s.Ms ,ti4
For nAboy SM gust a 120 MPH vebeRy;using design bad of 14 NSF 1140ind Tfust at 110 MPH velocity u@bg design lead of 20 NSF The ni w x oUnwW wren,ear r x 10 6 r x r x UAW x 0.12r SMA (IO)SW
T Lad Wldlh W-Peron T Lined width 1Ar■Pwlb,
•Mbinn pad/bom say be meed a ui,6wm lore er.a.
aMkns r4- rr rr rr rr fr fr er Tr T aeoaerw rr rr rr rr rr fr fr fr Tr Tr
Aeasr w r Y w Meclan 1d AsaaYIn w r Y«Meallon Y Table 2 41 FooBugs•Maximum Roof Ana ler _
rxrxaM4'aM r-1• b e$ b r-11•b rr b r-1• b fr b e$ b e-r b 5-11•b Sr b O j W
r x r i O.M4' Nessus T-r d Tr a r•11•d rr b rr b 5-11•b rr b S$ b SS b $-1' now Cap� ■ �Ppb � J
r:r:case• Nessus fr 0 -r-r d T 4• d Tr d rr b er b rS b 5-11•b Sr Sr •x r x o M4• f4•b fr b f 2' b Tr b TJ' b 6 11•b rr b fr b r u b 5-11•b ■
r:rxiawi- frraw f4• le r-1r d T-r d r1' d r-1• d e•17 a rr b Wr a er b S-1r r rxrxnom 0
rxr:aar6- lloeew W-11-d res d rr d er d r$ d r-r d T-+r a res d rr d r4• rxr: 10',r b rr b r-17 b r-4• b T-1r b " b r-r b f-1r b r-r b e4' a � 22 1° 1s 16 u n to U
r x r x a046• lreow 1f$d 1T r d rr d r r d f-10•d f-r d r4' d T-11• b Tr b T$ b r a s 'AtlrwAebie Red Ara r prwrs Fed
r:4•:aa6i- tidbw Ira d tr4'b 17r b 11'r b 11'a• b 1rr b 1f 2'b fr b r$ b r-1•_ r:rxewo-rri irT d 1Z-11•d 174•d 11:Wd 1Tr d 11-1•d 1fr d tfr d 1f 2'b r-tr bImefolmd F, id
laPxafaP aAAa 1r-1'd 1r-r d 1T4'b 1rw b mr b trr b tr,2'b 1r-r b 1?-1•b 17r. 1•xrx6ACopme ek 1rx1J`xrr 620 26 21 W4339
13 tt (� ?
In a i'le LOW -LMA 274•d 21'T d 2fr b 1r-10'b 1T-11'b 1T-1• b ir4•a 1St a iS 2'b lr-r r r txwa0xn x t'A-a 1.4' 1 SO 4 :34 00 (n
eP••m rbeInl.Parrd rxr: r(6) 144r d i7r d tri'd irr d Ir-rd trr d 114•d 11%1'd tf-1tr•d 1r-r d rrx -6'ar 1320 6° 6625 22 0 U) J (jj
1'slxewe 0«k rrxlrxrr 2040 102 °5 s2 4s O WZUJ
Table 32.1-130 ANowabbUprWHolghb,CharRaiSpamorHand«Spam•HonourExtrasbns rxrxaiorr ) 1S,r d 14•r d 17r b 1r-m a 174•b n F b i FF b W urb Wr b 1r-r b a r : r 2640 + 106 0Q mFor Screen Rooms or 1•:r:awe'oPa6Indc 2540 � Q �For 3 accred what Roam/Opan«Partlsiy Erudoeel struectrses r4'trreewn ri:rr:r v t� iii 75 4M Q
gust d 130 MFNi vebdgr;usMug design bd of 16 NSF 'Lawawned b be rhe OYedim rrrmd b mood led sWrrxr xrr 40M 2a0 161 6063 T4 epee may be rMPorbd. 7r x rr x rr 4000 21'6 230 141 MS Q ix LU O N O
T Les/Wldlhtf■Poen tbanpd Forsoanprw ww-rr.brrxrx0.014•brxrxedeeptwawmobbwmihwgmbwr _]
•Rod areas booed m desired aoww lylllt loads.
saeerar rr rr rr rr fr rr fr fr rr rr. Ch = LL
Abawobr w r Y«dMaOa Y Table 323-120 ANowabb UPftM Heights,Chair RM Spam or Header Span-Hollow Extrusions Indeed Fooarg In s pared mnreb radr,prr add ganga x Wid6tAlpn�
r U
x r a4P aaNdk- res di Ina 1•d rr 6-1• rr Sr fT r-1• b 4'-m rr FOr Sale Rooms COnvalbd to GIW/EneWw d Rai, 2.ales a Ondo n o be mw a In good ammmL J a v- N
T`x r x Lear- Neaew Tr di r4• d f.11• fr bir4• fr b fr S4• S41 S,r For 3 second otrud fast a 120 MPH valocky,using desga bad of 34 NSF i Fars he A s amne nvOW am above redress by 20. ZZ} y g N
r xr x oA40- Halve r-11-d r.r d r-r a-1r d er e4• r-r B 1r rr S$ Abeenum M T4 Pm4ag Skm*FOogng tV
rxrxu,r ttsisw rr d fr rr r4• fr Tr r-rT4• d r-r rr LOW Sam W-P,,,g„ I PrsesdbofnMost(/Px1rxr)ot bular umooe amm"OWka~is j �` W
r x r x o i4r Neaaw Wr d rr d r-r er d f$ r r rr rr r-r Par Mcewo rr rr rr rr fr rr rr rr r-r r-r Mar Fat
!x4'xi06g' llsesw 1rr b 17r b 1T8 1+'r b W$ rtr b fr Ins• r-111• rr Aiswems w/ Y«drrrdbnY IM 1u In WK 130 11 i4gMPN 1UWm Z Z f-
r x r x o aro- sale 1fa d +T4• b /Ina 1Sa 1rr 1r-70•b Ira 17r b 17a iT-10' x a f4• rr r r b E 10' rr e r ear sr r-r b s.T 1e se 0AF leaf 34 NOW I N-P 4g W -
rxPxeAW aIle. 214• d w4r b tfr 1rr 1fr 1S-tr 1Sa 14'r 0 1rr irr slydred xM 1 s1 44 lee W .
spar my be brrrpdard. r x : fT T-tr Tr, Tr fr r4• •-1' f-10• r-r er ; 1 1! n a g4 4i 40 U ? O
In rxr: tri 42
Table 322.110 Allowable Up ftM Fla flub,Chair Rag soma or Fleadar Spam-tallow Eldrtlsloms x r: r4• rr r-0' rr Ina a1r er f4• r-r e s 1 r Now:Mwam split a pee r a.bmiue by nx+upyrp moa,a,m W a x�d�y
For Glee Rooms/Enclosed or Parially Enclosed Structures torzrxedsom Pod Oftulry rods-7r,Applied ked ler 110 MPH wad a9%--3401ft FL.Ufus an pat-77 x 24.1.5106
For 3 second wind gleet at 110 MPH vMdcNy;oft design bad of 20 NSF r: -XLM Ism 17r d 17-r d /rr d 1717-d 1rr r-W4-rd-M-rb rr b res a im r
Attaabsrn Al"ooa T4 r x r x LwW ops Mi Table 3.4.2 Allowable Bern Span For Florida Eldnaft
LsadWMtlrllr■Pwae rr 7RQ'LBaQSSTM Ix3 Ahntbww 'lee.Hallow Exftvab s
ssa.a rr rr rr rr rr rr er rr Tr Tr rxrx rC0 it-r tzar 1z4•d 1r1C ttr tP-1• 1rr 1fr d 1rr fr A°O�1f3T4 p'ATt6RPDbMG) W N
r x r x L4'r asi For Glees Rearm/Endowed Structures
As/webM w/ Y«dMedlm Y : a r t7 14:7• 1rr 17-r b i r-10' 11'T Wr ire r-W b ►r b r-2' For 3 ea011d wind at 110 NPii Of 16116E a y
r xrxoA4t•Heeew fr Ins b rr b Sr _r b 4-ir rr rr 44• rT b r:r:a44-OPa Mi T Load 1s'■Mune ••+
rxrx Lew Helow r-r 4r rr b f4• 5-11' SW b S4' f,T r-II* rr rA' b r i man w faWa rr rr rr rr f i'• rr fr er rr Tr C t. j
r ler:oa4r Heir Tr T-r d rr e4• 5-11• b Sr 6'r S T W.I. r-11•b' %sed awned b besgpled Into dbodlon none+b 6u epedhd clew AMwsiM t Y«Masa Y FGG raj
rxr:OA7i'Heater g-W r$ d rr r-r d r-r d Ta rr d rr er f4• 0 °pan mar be rMpelerd rxrxi.N4' a-1rd rr b f-1'b rr lin Y Y
r: : T e-1 r b -1 F3rrapld raeoertpaalwldar-rr.for/'xrx0a44'brxrxweagewafowlhInaprr/hdgMInfr Ina b r-mb rWb 4:7•b rr sp
!x xeAWHMew A ll%r a lir f-Cr -r4• b f-1r fr .r s - - 4'xrxi.e6T rr a-1•di r-r di rr 4 r-r ;and rrb fro er b Par m 4
: : 1 1r-1 tr War d 1 - r .1 r b Table 32.3-UO Allowable F«3 second[ a1201MINt of23pip F:s
FX i-:oAa-sale. ter ler a 1rr 1rr !112-11-b 174• II--W 11•r 1o:m W-r b .�+M►Rall Spam ler Hsatler spares-Hollow Extrusions � w-� W � s5
r:rang•a Y a tr4• 1r-1r a 1rr isr b 14-1r b uses irr a trr 1rr t7a a For SCr°°R 800111°COnVefted t°Glial/EnoFseid Rasan Lr,.,r7=-
:soflerr r-r rr rr • rr rr
sore neer ba r,rnldeea AForr3 sem iia Tea a 130 MPH vebda;rwbq della lead d26 NSF AMwebr t• er fr fr rr Tr �Q a
Y«dMsaawY
Table 322-1211 Allowable Upright Hsioft Chair Rall spam w&momM Sperm-H-1-w Fsausbm T Lw VAN w.wrin sr s-1r 6•r b sin tr bur rr rte• r.¢ r r fr rr rr e4' fr fr" Tr Tr r-1r r-r Ina 6=m fd ForGleseRooms/Etneleead a Paria6y Enelesall�ruwsas4• a-r r-t0' rr rr d? i
Far 3 saeond wIM gust a 12o+sell AstseYe w/ «/sasegoa Y
Abninw ANeyOMT4 'usNq load 11/24 NSF x : r-r rr Ina' ea S lo• s-r S41 s-• b r-1r a rr For 3 aooad wind 61:113011m
of 2f NSF 0
saw drerd • lead 1X■Mrs (� d
testi WM 1h rr■hies 1•x x T-1r r fr f$ r1' Sr Sr S-P b e-r C-111 NsMw Metlae rr rr rr rr rr ei• rr f4' Tr r4- J
saasa r4- rod" rr rr rr rr er fr rr Tr to rxrx Anemehis YwdMsintl
AeswWt err Y«Msaeas Y rxrx er r•10• r-C r-11' er Ina• far rr F-r b r4• r x r x 6.044• 5:11' Sr Sin•b '-10• 4-r •r4• r r rr r-tr rr
lxrxO.MPlbesw 6-1' ler b rT 4:11• b rr b rr r4• Ins r-tr 747tr b Piers 4-xr:oalio' rr rr S1g' fr f,2' -1g• S-r S-6' rr sr
rxrx0asslbraw er b Ina• b r-r fr b r-r b r-tr rr rr r4• rr b rxrxusrr(1) 11-11' 1Tr d W-1r Wr r.1r rr P-r er b rr b e-r Myr
r a r x oJL WW load
A4r lbreow r-1r d er a b-r Sr s-6• a s? 4.1 r rr r r r8 s r x r x iM'Open Mit 1.fiMes rioanc The eddrbn d inion trent wbgase Wlh gIna prr y yrw r pp M.p
rxr: ibr0sr e4• d T11' d T-T Ina d Tr d it fr b 6;r Par Sr r r re4lirswdl b rw abaft WHGM dee bx:essa t1w dnwpir a are rxufNy6w„160 k ra4req,ied
x r x aA4r mwhm rr e4' d Tr 4• f-11' b 6'r 64• r t• 11• - r b rxrx r t7r 17.1' d 11'.r d 11'-r tl irr W-6' d f-11• r-r b Ina' a W-11- 2. U*6 Baan pend WMh W(sin"*W gra room drewIngd aeedt d yse
r x 4-x° mew
�14r tri' le r f-11• rr b e-r r b b r o e-tr b rxr:ur seat toned yreta,a6,Mon
r x x LOSS'-TK: d 11'.T trr401• b rr b f-m a-r rS T-11•br x r(1) Ira• 17T IT-r 1fr lees ei• r4• b iml'b r-r r4• 3•So �a r aide.Eiaim sand wN r side pail b adsrxCxOA60'Rt<s. b 14',r b Ira' +7$ 11:10'b 11•a W-1O'b tr$ trr r-i' b- 1•xrxaM-OPaMi
2'1te•xoA6rs.M6 tr4• b 1ST t4a' trr b irr b 174' 11:11•b 71'•r b ll%r b fs4• �i0U�19fR��Prodix�se lttc.
BMW my ba berporrd. 'teed aerarwd b beapprd In lir dbsram r+b t1w apeablad dew U tr 1 r o
sorer yte'' orad ,,oc 'lel s
:
Nimmpi F«rxerrprwlwm-rr.for rxrx&Wt;rxrx adMrpgra6o■ebrpnredgldrT-lo• `�G T Utke EET
Cly 047713
8
P•Q..[Box 6444
Jacksonolle, FL 322W OF 10
Horne Prodi.m,iM
Table 112 Wood and Concrete Fasbrrrs fer Open p►Loads end ArMs
For eases In Tension only Table 0.w 11(ezbnunl Ailoarable Fastener L oadlb
eSAE%N%
Mweexa ROOMa.taadad20MP t1nodew onToMPHwbdTan.(23ir0.) (v wl ) �T4AporAkuninumFraming 3C 047'713
(Far Wlnd Reelpre olhel=rr L20 MPH.tAw Cewwebn Tabb at sawn d ab pw) ftO*wMwM*w By t OOMlECf111O TO WO0p lar OPEN /i-T"I and 61-how eewa Allewask Loads TowM
Faatarrar LowenaTpp,,,, A,`EWX F {,r4•. r •,1 EF 8F , 411 sF Lantm.a wi atneb Deael� o i10 172 Paebrwa n4 r•..b„waPJa nviNG FL1 ,-t? 3DM-,TEF 70.1-uw 11eM-aEF tNa-eosF T OA"' Iw) ebew shay M1b.d ehso 'ty Si Deib1i Nl• D ► 3M IIwo 2•t? NM-zo 0.F 1310/ - sFle4oi•T16 SF M Ab�.) itis.) M16ia %bad saes 61rrr 7$5-9241
(I be) load Ma)sne•. t• arae-u Eane.ir 4t EF urea-srsF 1 s"e• 143
+-,? 4oei-�o orae/-4,sF ,4one.el , a EF '
103
2-1? 7eM-0.r w N sF 1a 312M.t30 EFIII
7
e
WINDOW&DOOR LOADINGS ir ,- no-ism 7171.3,gF ,sees-4esP t42M-ate + ,
� t-1? W 10110/-N /00M-700F 219/1-pgF 4
451
SCALE:N.T.S. • ee0i•te 7110/-n
window and Door Design process"for Enelossd sbucbos a(Giros Roonre) t70NNEC1U0 TO CONCtt%TE �OP� ,?4 4
For Wall Heights h a 30 FT
Frarrrw Lerrelbd ++MrberefFaabrtws ebeerhbe.) Pus CMor
Press19 pend sberpay �Y)IIOr!pw4) warlord PWOd gra.)
rwo Erababasnt , 3 4
Zeno Enadw Wbd Erle Wbd Y "M OF FAUB ER.-'O1dab eWm"s sew Za.rae Nene or
141
00 100 71 75
110 110 100 140 1N tel°/ 1-1? _10 gF _ZD
4 9e «1W.0 Ne-te « -303F VW-413F 132
e 10 «791-14 +1K1e +,elm +Zy i,/ +27/�p +311-M azu T OF F+3511 r ` -1Z 640/-Z9 , 10/01-N EF b
16F to •1eh/1
MOP +201.70 +301.4! Carwred r 3H 1-1? -328F /e/i-43 SF - fn
3Hr. 13W 3170-14 EF 6941- 1 i- PL -PL i• FL •--1
Windsor and Door 2•SF i61i-4t Y M • O j LU
For Wall HNphte b �F�eurss for o0.«+a P iegy Enclosed ruabxss(Gdaes Rooms) w•. ;' _ _92 sF , -4e eF ,4Ni.M EF s 1 - Q p
4o EF 1 .e+W leeos-n sF
11
Frsrw. M►•3e 7 r-67 4M. EF
Zarr Eterdhe 7Nrd tale .W , .W 1 _� b
Aeaa Erb f11bd 1P TVM OF FAeTOM. - Z
4 r0 +1W$p + 1N 120 1n tp /N Eons Pewr w Dlresbr _Z
241.26 • •3y{,y M01.4'L +4eF4p +69!•67 3NY Z-1? 1 -52OF 34100.1068E 911 6i-167 4e2M-2106F _ y
N «101-1/ + 5 «Zy� • +37/rrp My 4e +4g1 p3 �1 -67IF .1116E •in EF 6,:1 EF a 1- D Lu
i 11 «16134 « 276 eF 614 gF + Q J J
14W0 +26136 . r .,000/-n 3hM-t675F 61 • +, � U.1
m Q
34asa �� +,aR6e +ss�s7 s roar-naE •
al +t3R21 . +20131 +91137 «aTw4 1 N/R6B -to .2W 3w EF b b -
Noir
Y boa wYN p�eawa.a aper rPrwK 4e net PeNee hw darlrW adl YdrW peruse) �wnW b NM UaD GON11EfLelON T/W6: vow weh Alralmen Mudd (/j
nhdobmwer °� (yl Q F-
apPwd Fartilted IxrwlRa/bns aMwr thn 120MPN(Taint 6tioam} -FACTOR a1r y W 0.!f
t Tlrvepesslowiasbrweewa.dFaMhere�seaw aar6pywywsalp.nyyh �� naiFtyaOswplebadsandrsaranrbp/rrnre".. .or ,pZ t
earu.c 110 N.rr V O N Z
i Ll"Mr�rlabar bdwer robes d 110 1.15 pCn
men"
4.,+lain ah.n oro bran b4ery as b pnadrata
The oY4mrm dMrax+ewne=wigs dewxxdsb ew aexxab 120 IAO 0 O O
A.Pbw wd mbaw ds,=agiy Pnnrrw l•1A Fs a/wvai�e d 4 asiEFM vague amen by L �d Y ee nrdraMar a MM riot babr caned 140 0l0 nNsb rllh sbd
aware broad and awy twm 0 ardwbraarhr,me Igrg@ . HO O.T2 lesat Dlwriebr Eber •- N V
LAR !arrd ebdab/dearnas s1w6 4 dselprad ter baro prow.and rOswo lmrrrir wroaw b M bele. o
a t0%drodlrorbeesl o Z N
dbwrdwtd3RorOAh.Mdtlwewb
neer.butrwbre=n4%dbadlwrtawol ' __ y
b:Mom MdhabIn%,sL -
Table 11.1 TabN 110. wood and Concrete Fad for Endowed Buildings/Loads i Roof Arses TtdtN 1111 AAft-0-Angle and Anclv-gyo;ow%tjbr nel Wa11s,uP goes, W ;
For scows o Tenalon
MLoadsforCettersesA.xilasll 111 - 11 Alorwbb-Lnd.ndAOftuN snodAmlw=MpHMWmr(4wsF) Q
Screw am albd.aaaw, Yand RaerMeniZDMPF1.UrCaneMonTapbatEdbudMe Elr LL
ORIONAr Obbrrs i Aeeadda Lae/ _ COrM1ECTalO TO:70000 isr OPEM E�mnroierr Typo Else U)
To Tri o
• ,� Ma~� Tawbn Sher � MuaperdFaelw�we t•xt•xa016' lEaaar
W
ZAtaAC itAe.e1 Ewrbairawrt 1 3 1 x T x il16• yl h .
2-1w1331 ?a/i T •e 0.M-13 8F 7eQE-to 611 10Ni-a 8F 1.1?:1- try 3M {
1N• r 7021-H H >o 1.1 x 1- .1 112
TAFP!!L Z10/ 2011 t/4 2.1? OOpi-to BF 1?Ni-91 lepi-N 8F 1- x
+y4' 34M tent 6Me'. 1• 917!•66F 16 0301-20. ,21111-7D EF andst3N'x131s'x , AI its Q.
114• war ' -317 30M 1-,? moo-17 8F . 00' 014
21M' 3N1 7311/ 2-� -34aF IPM-48$F r: m
1 8F tete/-N� .67 t -7s EF r:rx3n ..31 6110• T
1r torp' 2,AI• 406/ 267/ T eF 71 -tt _?a - LLdrrsul 13Ar x 13N•:13N'x tlr Sia' I ID
ID
9A- 1.
a1r 6 ,-t? _t eF sF , .9/8F 2t -a 1+rJwrnel 1•x 2,Al'x T x Q050' 114
POeEREOLT - i .N -qiP - x2 x1-1 x 013' 114 }
rrbnb Meb idewwwab m
1N' r 2-tA+ 633f 371/ CONNECTMIO TO:CONCIIE7E lar OPEN been.awe.eidlrir pM o4rd b dspO d
/ns r gals eoM eel- F"a'"'r Le"eDr or Naadrw Paebrrwa Table 11 t Minbraan Ander No for Exbltslons ;g
ale' L7? 3.f/e' 1,74M 1A/m-1tL f
1!r S 4-111' uj
1 ZA43i TYPE OF PAtf61Ee■'pddr Eaf'Carrorsls tlaraw Zaraes Naaa.r Esr=Ier aa.er F
b ebbl CarraM 7rsed V e: -..
Po71Ea a 710 Arreh 1' -4, r x
1M' a3M' -
310' 41M• }ye• LMS 700//1 r -H -23W H -715 1TVMx 2 i/2 C
is , �PAsrE11 ■cna'ea'sore' .r x no ane
/1e- 7• - sF - -18 sea-74aF x er N C
6�' 2A1M 3H ,314' .8 is EF /61 -23 8F Mabe WWL beam rd ugrl0pt mW"n w.h F 'as OW h u=d 7ar pry orwgsrpdbraprrarawr _j
e.
1-
+)Cwresb @I am 6 0W b r wft-dmwd by marbllaara. Aew abb Lead C.eoabrr soustP/wa - 311110-/ -H EF 1 -27W 14000-76 EF - i
Z),/ab=s entad a Mawad bads w6h•ad*heir d4 6w•�obbm"Lar Tho ed 1 - 1 - 1 - 6F 11100/- seteetlor,FaeAsrs for
applb4 1-111' 11 EF Qq•218F 13tH- EF ,7rM• T•a.117 Albrna11wAndar Aa*. eWEpee
•iArn rPI w 1'MA May ball e.'"°"`"'°. b
_ / Pwpwkft iw b 6w dbarsbr are b brwbrL Dbbnm omen ' i-16 .2e EF !003/.44 OF 214M-MOV, Ndw
N N
11x wow Dow OeON b/=dlanwyr r0.shear bads --,a- t.0 TITE OR FAiTENEl1■ Ealb Pewr M_
nunbsr d arinaab 411 1
antlers�dnd M dtMdrq b 11d 1 1.1 so
1i2' 1106/. SF 1M-N 6i.N 8F Ie104-110 a OAD =30F OD 0 5! p O N
UPON bedbytlrardtordwadload tOd +A3 ,A/ 316Y 3to 13030- 8F ?AOOi-64 3e0M-eS 131-127 036 a t.00 0. OAS
Fara2':0'beamye ed 1OD 1.00 1?a r /e0M-MEF 3611/-N8F 6NM.,328E 772M-1 114 0 0 0.n 1 ON 0. I'
spadrp•T-0'OC. ed ON ,?. 6' 100.7/-49 7/11M.078E N76i-1 BF •tit 039 0.40 1 a {
ablad e0ao•2r?(Tsbb 1.1) 7d 0/6 061 7A' 021 026 Q38 030 0.n
UPLIFT LOAD•V4W M BfWq x SEAM a UPRKW WACMq ed 1 a W/O LOAD CO MU$-mN THELE 711E�D �+aGe/ION AlWndbo Arlw a.beaer Fae6sre hrAndrer!Eew/bsa 1
N MEIER OF ANCIgRg.-111(M.7S1 xT x H!so.FL 6d 006 0 09 Far Wbd ZWwW @gWo olhw ern 120 mpH(Ta*w Shown) Cerwro6saad Wood A.ehra
ALLOWED LOAD O AANCMR N Min*abwabb bads rod enders by ew arinwalan heir. 102 176 Crxasb errd Woad Andgro Dt71A EOLTe(+'_.orad
ANCHORS. 2dM'antbodnwd
KN EER OF a0.L17M raemb earewa r arc
3001 •2.102 Th nrYiA.n ustnroa barn ew galea d th awwnb b er aanbr 1tZ0 1.00 g� Y16' 1!4' 7AT nOw 7110' a `SHEET
Thm14e un 2 ammws ere(1)an odr ebb dted/Id. d ws atinme;atdrx orad er aPealrq 641weaR asrreebe owh= 140ohmIw
Tabb k pard an Food+4aArGs a6swseb beds 1ar2 e0p teal dW rt ba br wan/rl whsm d b lr odtw dlwrbr. OM1W0. 00 1
aorraa+s two 0 0.40
0 00
100 A
Mu11pysw
"sworn worn X to dw da_aphCwdrelwer des0ad ae�lr0urd �+/
ePb 6rrxtran rrrhrda=ww. VVV #
Ir flo►N aanar w rearied/r merrier diH grin d"4Md b:OJ x 10.p)itO
OF 10
' PAN ROOF ANCHORING DETAILS
Jeffrey T.
INDUSTRY STANDARD ROOF PANELS
EXISTING TRUSS OR RAFTER
6'x Y x 6'0.024"MIN.BREAK �7
'( ALTERNATE CONNECTION: FORMED FLASHING
ui (3)N#SCREWS PER PAN WITH SEALANT
FASOK THROUGH PAN BOXED Box
ENT INTO hIBADER(SEE NOTE BELOW) PAN ROOF PANEL 'aO .
Js*sonv0s,FL
END
12.ar -.- — (2)#10 x 1-1/r S.M.S.OR '9��
pT1NG TRUSS OR RAFTER
12"VVIDE x VARIOUS HEIGHT RISER ROOF PANEL woo0 SCREW PER RAFTER Y
X110 x 1-'Ur S.M.S.(2)PER ROOF PANEL OR TRUSS TAIL n
SCALE:r"1-0' RAFTER OR TRUSS TAIL — _
ALTERNATE
,rn0 x 9Ac'S.M.S.01rO.C. � � —'►`
NII x 12'S.MS.(3)PER PAN *10x3!4'S.M.S.ORWOOD
I EXISTING FASCIA (TOP)
�(BOTTOM) (1)O RISER SCREW SPACED O 1r O.C. /
ROOF PANEL TO FASCIA DETAIL EXISTING FASCIA --//
. SCALE:r-l'-Cr
12.00'
IrIDE x 3"RISER INTERLOCKING ROOF PANEL SEALANT TAKPOSTES)
S) BEAM MER
W
FOR MASONRY USE j HEADER(SEE NOTE BELOW) TABLES) 2
SCALE:- r 1-0' 114 x 1-1AI'MASONRY W
a _ TOR OR EQUAL a 2r O.C. g 0
W IWR WOOD USE Ino x 141r �— ALTERNATE MOBILE HOMW i V
_ &0.S.OR WOOD SCREWS O FLASHING
n ROOF PANEL FOR FOURTH WALL C UCTION g Z
* 12.ar L p&STING HOST STRUCTURE: PAN ROOF?±yEWF D= 0 N
Wpw FRAM,MASONRY OR 06 x Ur S.M.S.(3)PER PAN SCALE r"1*4 r' cl J --I
CLEATED ROOF PANEL OTHER CONSTRUCTION (BOTTOM)AND(1)O RISER OG m Z Q
SELECT PANEL DEPTH FROM SCALE -0
r"1' ' ALUMINUM SKIN ( ) INSTALLATION NOTES: m O
HEADER BEFORE INSTALLING. co Q F
TABLES ".&CORE ROOF PANEL TO WALL DETAIL A PUCE(2)BEADS OF CAULKING ON BACK SIDE W
.. SCALE r=1=0' W — Iu z
lk-
..........
B SLIDE 1•TAB AT TOP OF HEADER UNDER DRIP E(�gE D0 NOT FSI DRP EDGE UP. i2 O N Z
SIDE CONNECTIONS VARY
E :.::.::: ROOF PANELS SMALL SE ATTACHED TO THE HEADER WITHI(3)EACH I6 x 1R'LONG DRP EDGE MUST MAINTAIN SAME PLAIN AS SLOPEQP ROOF. V.1 O
`j (DO NOT AFFECT SPANS) CORROSION RESISTANT SHEET METAL SCREWS WITH 1lr WASHERS. ALL SCREW HEADS LL o
OPFASTEN HEADER TO FASCLIk BOARD BOTTOM(SEE DETAIL ABOVE) Lu N10 x 1{•SCREWS 0 8'D.C. TAGGERED a �• W
� SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE F.
4Lar PAN. PMI RBS SHALL RECEIVE(1)EACH NIS x 1Ir SCREW EACH.THE PANS MAY BE N 9 TTI
ANCHORED TFIRO M BOXED PMI WITH(3)EACH 05 x 1.OF THE ABOVE SCREW TYPES AND D. PLACE PAN ROOF PANEL INTO HEADER AND ATTftH TO 4TH WALL POST AND BEAM � UJ
CTHE ABOVE SPECIFIED RITER SCREW.M x 9Mr TEK SCREWS ARE ALLOWED AS A
COMPOSITE ROOF PANEL[INDUSTRY STANDARD] SYSTEM ONLY oo NOT ATTACH To HEADER HEAWER IS USED AS FLASHING ONLY
SUBSTZ Z
SCALE:r■ SUBSTITUTE FOR I6 z 1/r S.M.S.
LU
COMPOSITE ROOF ANCHORING DETAILS V
U-
EAG TRUSS OR RAFTER HOST STRUCTURE TRUSS OR W
6'It T x r 0.024 MIN.BREAK RAFTER
5; AS x 1/2'S M S SPACED FORMED FLASHING 1'FASCIA(MIN) �$
EXISTING TRUSS OR FIAFTER ---► O r O.C.BOTH SINES ROOF PANEL BREAK FORMED METAL SAME LV 1= �v
THICKNESS AS PAN (MIN.) Q. '.y� s
0n0 x 1-1/r S.M.S.OR.WOOD ANCHOR TO FASCN AND co
WOOD SCREW(2)PER RAFTER
OR TRUSS TAIL (2)InO x 1-1/r S.M.S.OR RM OF PAN AS SHOWN T
NI10 X 3W S.M.S.OR WOOD TRII AqT .':a. :
;, NIB x 3k•SCREWS 0 8'O.0 C
SCREW SPACED O Ir O.C.
'.0::': ROOF PANEL :::
ALTERNATE Z N6 x 1/2'SCREWS 0 EACH FIB
- ROOF PANEL
_ \ EXISTING FASCIA /IO x 914'S 1A 8.OR WOOD `
ROOF PANEL TO FASCIA DETAIL � SPAM O 17 O.a � —
Uj
SCALE: r"r4' EXISTING FASCIA SCREW 00 x(T+Ur)
EXISTING HOST STRUCTURE
WOOD FRAM,MASONRY OR NII It 1/r S.M.S.SPACED n _
OTHER CONSTRUCTION /—"-- 0 6.O.C.BOTH SIDES POST AND BEAM(PER
O,
FOR MASONRY USE TABLES) d
1!4•x 1-114'MASONRY HEADER(SEE NOTE BEL.O" J
ANCHOR OR EQUAL 0 24 D.C.
;x FOR WOOD USE 610 x 1-112'
S.M.S.OR w000 scFEws Oa ROOF PANEL ALTERNATE MOBILE HOME FLASHING
N18 x 11r s M .Oro c
1r D.C. FOR FOURTH WALL CONSTRUCTION FOR MASONRY USE
11C x 14W MASONRY
COMPOSITE ROOF PANELS EXISTING HOST STRUCTURE: ANCHOR OR EQUAL
ROOF PANEL TO WALL DETAIL SCALE.r"1'-W WOOD FRAME,MASONRY OR O 24 OD O.C.FOR WOUSE
OTHER CONSTRUCTION #10 x 141r S.M.S.OR WOOD
SCALE: r"1'4' gWALLATION NOTES: SCREWS 01r O.C.
NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SNB-FASCIA A. PLACE(2)BEADS OF CAULKING ON BACK SIDE OF HEADER BEFORE INSTALLING.
,. FRAMING WHERE POSSIBLE ONLY 15%OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS.
SUB-FASCiIi AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS.ALL SCREWS INTO THE B. SLIDE V TAB AT TOP OF HEADER UNDER DRP EDGE DO NOT PUSH DRP EDGE UP. ALTERNATE ROOF PANEL N WALL DETAIL
HOST STRUCTURE SHALL HAVE MINIMUM 1-1K"WASHERS OR SHALL BE WASHER " E
DRP EDGE MUST MAINTAIN SAME PLANE AS SLOPE OF RooF. SCALE: r 1'
HEADED SCREWS. NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HlPJIDER Wl(3)EACH N18 x Ur LONG
C. FASTEN HEADER TO FASCIA BOARD WITH NI10 x 1'SCREWS 0 6'D.C. TAGGERED ASPM ALL SCREW HEADS SWILL BE O
HEADER IN:GDE DIMENSION SHALL BE EQUAL TO PANEL OR PAINS DEPTH Y.THE WALL CORROSION RESISTANT S.M.S.W!lir W
THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL TOP AND BOTTOM(SEE DETAIL ABOVE) CAULKED OR SHALL HAVE NEOPRENE GASK�wTyy�THE WASHER AND THE PAN.
WALL THOWESS. HEADERS SHALL BE ANCHORED TO THE MOST STRUCTURE WITH PAN RBS SHAM RECEIVE(1)EACH 08 z IM 8�yy EACH.THE PANS MAY BE
ANCHORS APPROPRUITE FOR THE MATERIAL CONNECTED TO.THE ANCHORS DETAILED D. PLACE COMPOSITE ROOF PANEL INTO HEADER AND ATTACH TO 4TH WALL POST AND AtND40RED THROUGH BOXED PMH W/(3)EAO*#e x 1.OF THE ABOVE SCREW TYPES
ABOVE ARE',BASED ON A LOAD FROM 120 M.P.H.FOR SBC SECTION 1106 FORA BEAM
SYSTEM ONLY. DO NOT ATTACH TO HEADER HEADER B USED AS FLASHING AND THE ABOVE SPECIFIED RB SCREW. 10
ONLYOF
MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE-
=r
__ ------...� ��` �•��� �4'�+' �}�3.��. "I '.� �"r� 3 �i�,�');141'. �, .�1'�f �,i.! �di� I�t�S
PLACE SUPER OR EXTRUDED
#8 x 1r• ALL fE GUTTER BEHIND DRIP EDGE 1/r 0 SCH.40 PVC FERRULE
SCREW®1r N6 x W2•WASHER HEADED PAN_
BREAKFORM FWHNG CAULK ALL EXPOSED SCREW SCREWS
RESISTANT ( N.SLOPE k:11
a 1a
HEADS
scTREvrs•e•D.C. �"
ALUMINUM FLASHING EXISTING TRUSS OR RAFTER (3)#6 x 3/4•S.M.S.PER PAN W/
SEALAbrr UNDER SING LUMBER BLOCKING TO FIT 3/4•ALUMINUM PAN WASHER
PLYWOOD/OSB BRIDGE #10 x r S.M.S.®1r O.C. CAULK EXPOSED SCREW
r COMPOSITE OR PAN ROOFF0.1ER — HEADS
(SPAN PER TABLES) — —
SEALANT
x r LAG SCREW PER
3'COMPOSITE ROOF PANEL EXTRUDED OR IWTRUSSRAFTER TAI.AND
(SEE SPAN TABLE) EXISTING FASCIA SUPER GUTTER 19•x r LAG SCREW MD WAY
SST BETWEEN RAFTER TAILS
STRIP SEALANT BETWEEN SUPER OR EXTRUDED GUTTER
FASCIA AND FADER EXISTING R
ur SHEET Roar FASTEN TO F TO PAN ROOF PANEL DETAIL 1
PANEL W/1•FINE THREAD SCALE:r=1'4r
NOTE: WHEN S EPARATON EXISTING FASCIA PLACE SUPER OR EXTRUDED
SNREET ROCKOS t��INS�W Y DROP EDGE AM COMPOSITE ROOF: 1/4.0 X 4• EXISTING TRUSS OR RAFTER GUTTER BEHIND DRIP EDGE
FASTENING SCREW SHOULD LESS THAN 3/4 T�FLASHING — — — — — LAG SCREWS W/1-1/4'0 SEALANT U D Q
BE A MON.OF 1•BACK FROM SYSTEM SH0Wp4W REQUIRED FENDER WASHERS!1r O.C. v
THE EDGE OF FLASHING T►RtU PANEL INTO 2 x 2 N10 x r S M S ®1r OC Ix
ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS PAN RAF S.M.S.z 1/2`® t2'a SCH.4o PVC FERRULE V
4`O.C.OR(9)PER PANEL SEALANT Z Z
SCALE:r=1'.0- r X r x CAW HOLLOW EXT. � —
1. FLASHING TO BE INSTALLED A MIN.6•UNDER THE FIRST ROW OF SHINGLES. — _
2. STANDARD COIL FOR FLASHING IS 16•.019 MIL COL- 5/16'0x4•LONG(MIN.)LAG — (1)#B x 3k•PER PAN RIB 0 W J J
3. FIRST ROW OF EXISTING NAILS MUST BE REMOVED TO INSTALL FLASHING PROS Y- SCREW FOR 1-lW — — SLOPE 7 C in Z Q
CAULK EXPOSED SCREW 7- OD Q
4. FLASHING WILL BE INSTALLED UNDER THE FELT PAPER WHEN POSSIBLE EMBEDMENT
5. HEADER WILL BE PUTTY TAPED AND CAULKED EVEN THOUGH FLASHING IS TO RAFTER OR )TAIL INTO 46
HEADS °B Lu Q ~ C
BE INSTALLED. r PAN ROOF PANEL M ac 0
6. IF THE DROP FROM THE EDGE OF THE SHINGLE DOWN TO THE TOP OF THE HEAD CONVENTIONAL RAFTER OR EXTRUDED OR (MN.SLOPE W4`:11 N M 0: LU Z
IS MORE THAN 11 THEN THE DRP EDGE WILL HAVE TO BE BROKEN TO CONFORW TRUSS TML 8�HEADER AVAILABLE SHO1/4x Ir LAG SCREW(
TRUSS RAFTER 1) SUPER GUTTER AND 3"HEADER EXTRUSION g S X
PER t— C-4O
TO THIS DROP. 12. 1W x 6•LAG SCREW ARID WAY FASTEN TO PANEL WNC3) � � .LL- C4 0
7.WHEN USING FLASHING THE SMALLEST ULD BE U(3I�• Lu
AS MOL ROLLFORM OR r BREAKFORM IS SM SUITED FOR HEADER SINCE R BETWEEN RAFTER TALE N8 x W2•S.M.S.EACH PANEL O Lu
KEEPS THE RAP LP OF THE HEADER BACK FROM THE EDGE OF THE FLASHINI�• SU OR EXTRUDED GUTTER Z co CV co
a
WHEN SEPARATION BETWEEN DRIP EDGE AND PANEL FLASHING IS REOUIRED IV WEDGE ROOF CONNECTION DETAIL EXISTING R F TO PAM ROOF PANEL DETAIL 2 j _ _
SEPARATION MINIMI M
9. STRIP SEALANT BETWEEN FASCIAAND HEADER PRIOR TO INSTALLATION.
SCALE:r=1-0' sC/u E r=1'-0•
Z Z H
r U�
0
PLACE SUPER GLITTER SEAWiTFLASHING 20 GA,
N
BEHIND DRIP EDGE #10 x r&MO.W/1-IwO 8 OZ4' GALV.
CAULK 8CRLF HEADS NL
' EXISTING TRUSS OR RAFTER WASHERS SCREW — —
E:7:
aSEAUWT rxrxO.OrxBEAMDEPTH+N10xrSAU.Q24'O.C:. HEADS r ATTACH ANGLE'A•TOr�ROOF PANEL FASCIA WT 2—W LAG • • IDSLOpL£11M•:11 SCREWS Q EACH ANGLE — — — — — —1H•x rP LAG SCREW(1)PERTRUSS/RAFTER TAI. 11r 0 SCH.41P PVC FERRULE
MINmmitm .r x 7 x 0.050•S.M.B.(4)EXTRUDED OR
• m
EXISTING FASCIA #10 S MS.•EACH ANGLE •
SUPER GUTTER I EACH SIDE RECEIVING CHANNEL OVER r x r S M B.W/(4)#10 LU
SUPER OR EXTRUDED GUTTER-E70STING ROOF ® BEAM ANGLE PROVIDE SPACER 0 RECEIVING
S.M.S O EACH ANGLE
EAtZI SIDE
COMPOSITE ROOF PANEL DETAIL 1 — NOTCH ANGLE OPTIONAL C
SCALE. r•1 P A B #10 x 2.1R`S.M.S.•RAFTER
PLACE SUPER OR EXTRUDED #10 x r S.M!N6 O 'O•C TANS OR 0 r O.C.MAX W/ MUST REMAIN FOR ANGLE 55
C2 GUTTER BEHIND DRP EDGE 1Nr 0 SCK o PVC FELE r x 6•sue FASCIA STRENGTH C
coIL
EXISTING TRUSS OR RAFTER A=WIDTH REM FOR GUTTER J
1iwxTRus /A (1)PER B=OVERHANG DIMENSION CANTILEVERED VIM
CONNECTION AT FASCIA LEND VI
SCALE r=1'40•
SEALANT BEAM TO WALL CONNECTION
r CoMpOM E ROOF PANEL M r x r x 0.06a EXTERNALLY MOUNTED ANGLES ATTACHED TO WOOD WALL W/MON.(2)3fr x r
(MIK�OpLE�p.:1� LAG SCREWS PER SIDE OR(Z)W4•x 2-IFR•CONCRETE ANCHORS TO CONCRETE OR MASONRY
— — CAULK Dom WALL ADD(1)ANaROR PER SDE FOR EACH NRGER
CH of BEAM DEPTH LATW W r SUE) erT�morin Pro&lm I
HEADS
HEtr2
ADER> � (ALTERNATE)(1)1-314•x 1.914`x 1-3/4•x Wr INTERNAL U-CLIP ATTACHED TO WOOD WALL W/AIN.(9) Jeffrey T L*40
'r' EXTRUDED OR FASTEN TOS W1 3B•x r LAG SCREWS PER SDE OR(3)1/4'x 2-tk•CONCRETE ANCHORS TO CONCRETE OR EMT
EXISTING FASCIA SUPER GUTTER a x 1Nr S.0011,EACH SDE MASONRY WALL ADD(1)ANCHOR PER SDN
E FOR EACH CH OF BEAM DEPTH LARGER THAN 3• CSC 047713
SEALANT E �FASTEN TO
GU Wf +BOLT AS
r
SHOWN CANTILEVERED BEAM CONNECTION TO FASCIA DETAIL P.O.Box 6W 10
SUPER OR EXTRUDED GUTTER-EXISTING ROOF TCL
COMPOSITE ROOF PANEL DETAIL 2 SCALE r=r a` ����®' FL ��
9O4-TSr-9241 OF O
SCALE r■1'4"
ii
0.021•x tr ALUMINUM BW *10 x 4'S.M.S.W/1A4 x 1-Ur
PAN ROOF ANCHORING DETAILS MTL RIDGE CAP S.S.NEOPRENE WASHER Q
r O.C.
RIDGE CAP SEALANT
PAN HEADER(BREAK. VAPJAM HEIGHT RIDGE SEALANT
FORMED OR EXT.) BEAM EXTRUSION
08 x 9/16'TEK SCREWS® !8 x W1r TEK SCREW O r
IRK
PAN S EACH SIDE HEADERS AND PANELS OWO.C.
BOTH SIDES OF BEAM FOS
CAULK ALL EVOSED SCREW SLED APPUCATiON ROOF PANEL
HEADS a WASHERS
A'8 x IW SJA.S.(3)PER PMI
MID(11)AT PAN RISER — .. ..:. ..
(3)19.0 THRU41OLTS CM.)
ALTERNATE CONNECTION: PAN OR COMPOSITE ROS lir x 3'x 7 POST OR SIMILAR
08 x 1-1M'SCREWS(3)PER PANEL 88 x iNHr TEK SCREW O r
PAN INTO BEAM THROUGH
Fk d
BOXED END OF PAN A 011 x 12'S.M.S.(3)PER P*V O.0 BOTH SIDES
ND
HEADER ALONG PAN BOTTOM
PANEL ROOF TO RIDGE BEAM it POST DETAIL
ROOF PANEL TO BEAM DETAIL SCALE:r=1-0'
SCALE:r-V-cr 0.024'X 1r ALUMINUM BRK_y
MTL RIDGE CAP #10 x 4'S.M.B.W/U4 x 141r 07
WHEN FASTENING PANELS NEOPRENE WASHER 0 r O.C.
::..:..
OR PANS T0�WOOD PLATES FOR PAN ROOFS: ........ .... .. ... . Q
� �W
SCREWS SHALL WAVE A U = p
(3)EACH f8 x 1R'LONG S?IM•S VARIABLE FEKa'FH T RIDGE SEALANT
MINIMUM EMBEDMENT OF 1' .+::{:::: ..... ........ "' PER tr PANEL BEAM EXTRUSION
O
CAUUCALL dIF'OSED SCREW 88 x 2fIr TEK SCREW O r _
..
O.C. gZz
HEADS i wASHIERS } 0W G
J
ROOF PAN0.--+ O p Z Q
FOR COMPOSITE ROOFS: ROOF PANEL =
610 x(H+�SJN.S.W/ (PER TABLES SECTION 7Y
1414'0 FENDER WASHERS p
r x
SELF MATING BEAM 0m O
1r O.C.(LENGTH )I
PANEL 11iIC104ESS+1' (PER TABLES) 18'WENDED PLATE SADDLE fiA p r.
ROOF BEARING ELEMENT '•----W1(2)IM-T M"MTS V O Lu 0
(SHOWN)AND 24.O.C.® 05 REBAR IMBEDDED IN TOP . J
NON-BEARING ELEMENT(SIDE OF CONCRETE COLUMN(BY .. • . = tL V
WALLS) OTHERS) • :..x. _N
ROOF PANEL TO BEAM FASTENING DETAIL
PANEL ROOF TO RIDGE BEAM CONCRETE POST DETAIL z IC4 ca I
SCALE r=1*4r SCALE: 1-0
r= ' W
zZ
WNW
� 0 {_
U U.
to
uj
ti
uj
- 3 0
w_
�nuthern hkome Produgs,Irlo.
;Jis JQ*my T. Me
a
�C 047715 PMEE:T I=
PO.Boxf 10 '
Ja&-% Ae, FL 3QM
786-9247 OF 0 =
i=
General Notes and Saecifications for Section T Tables:
The design loafs for Section 7 Rcer Panty Systaae for Open,Partla6y Endossd,and Endtxfed w
ShueIUM 8110 in oa 0mm wilh lie FLORIDA BUILDING CODE,Meat+Rod Height Cr to W.Rauf Slope
0•to 20•;Exposm Ir ingxM nos lfadons of 0.77 for open amwo res 8 sa10en moms and 1.0 for pleat >
manw;pnssuls In NSF: '4-
Design Loads for
Rod Pwwb for Open,Parthiy i Enclosed Shuchwn 12 00-
a...Reams
12"x VARIOUS HEIGHT 5 RIB RISER ROOF PANEL
open. saaen P-Aleft . Eoofamod Dow Holy SCALE. 2•=1=0'
oveNd 1110801ItSeNxs ttrNalaead M Roeb
1NNalgr Nab t Noma Neel 3 Nab 3 Ilan 3 7.1.1 ANOrrable
tee Ml N +201-Nob s +10 M +201-Nobs +201-1410106 +201-Nobs Tai{lle hH-14 or fbndard River Panek for Naricus Loads Table 7.1.3 Allowable spans for 5-114Irldslabyr M-25 nd Riser
I1eM.P.N +20/_•• .ao!-tt +201-•- 1201-•• +2D/--
125
201-• AhnnhNNnAgog3105H-uxH,25 �YneNforValotfaLoads
125".N +201.•• 4,m/-13 12111--- 1201-•- +201-•• x+r xae3M2orsmrAowpwti AlunthlunlA6oy3105H-14orN25
+- �•� 3•x tr x e.024.2 or!pIb Rbw Panob
In"JL .1201_•• 00/-13.2 1201--- +201-•• 1201-•• Opena10Nre0eaS aaSSnew, Povely ftelond balsoad oealtwNe/ 0p.nselrw.. aeNeONRao Pasay e+Nobaae ,:,
IXI +20/••• 4,1ot•t6 +2Df +201-•• +30/-•• t1llMd Open
Mid Ned 1 �€
110 H +3o/ 4,101-17 1301--' +301--- +301-•• �M 112 3 4 +42 3 4 113 3 4 182 3 4 AN n 113 3 4 /@ 7 4 182 1 tit 3 ��•
1N MLP FI +301.•• 4101-20 + MM MM •Pett apsn Mwt Mott MM apm Mrt Mon MM open app MM MM seem new MOt ReSb
3D/-'• +30/.•• ND! MN Men MM SpSn MN RadeAN
I -r s-1r' 11.11• s` rr. 4• a ST 4'411 r 9--r 7-r - 100 tr-1 IT-W tra 1M 11• ird t - 11,2' 11. • 11'411 lw r it 11• r-0'
•Alydwd aafl: wxftghw raxn. + 114• s rr r r r 7-11* 4:Ir Sr W r ,r ra rr 111 r 111 11111 14:6• 1T-11' t e= 1 ip t0• 1111' tr r-0' r°
"•Frsaetendinp gtpOAi/novas wrh mano-sbpsd tilde. - 1118 -0• 104• r-10• •11 r ra 1111 ?11• r 10• 4'-tr 1'-i t• 136 r tt• 11' 11'8 3 iT-11 1 -r -1' _IMF
til t !' 124'
-T a S7 e -7.7- -01• S 4• rr r-0r 4.4 4:10• i'-11, 1D IMN rr 111• 11'•1• 13-11 W-1 it r -111. r- 70-1 r•�• .4' frit' r
Nob 1: Per ASCE 7�8 Table 63A wkh 1■0.77 i nwo slope Fedor"0.75. �• r• 4.11 114r -r - 4.11 r-I 130 111 71111 IT-r 1e-r -w-r- r r _
Nob 2: ser FBC fable 2002 2 ; r r-r r Sr T �' Sr 4'11 ra 3- 4' 4'11 1'11 14e 10811 9-1' -1 t' 70 1rr 1 W4r 11011 T4• r- ra Tr •r -457-
--var (/�
S Wr
r 4' a9-1• r-1t 4 11 ra r r r 160 MPH r r 111-1C t4 -11 r-111 s 10• ;• }
Nob 3: Per ASCE 7-0B Tebie 6.38 Mala Rod Area a iSIA
Nob* PwASCE7-0T"64AMan Rad Am&O rl xtr:sxee•2w$FANwrP«rr W
+- saw IsooOto r x tr x fa.13r'2 ar 611eb Rbw prrb aw Room Nab Rodfiles OlwtaeeRe aetSn ewe. Presly EeobSed Ena ..d 1ttbd oP•n arNNewsSe aa.aN sans PeraSey ed rrNel�eee fiawewy t Q Vft num n �p�bsincen beans and m alsos std 6gw ale cawida a ig los � � �
mrpawr6t btR since els eystan 8110 also deciding compaltwlfs,design 114" 112 3 4 lit 3 4 lit 3 4 tat 3 4 AN �n 183 3 4 182 3 4 lit 3
Red Cwdlwvw
bade 8110 from aomporuMo and deddng IeWes. Open Mat Men SOON Mat awn Mw Mat Mat Mt Senn Men 11109118 Mae Man wpm Mat Mat MON MON 4 1s2 2 4 Ae �[Z Z '[
Nob 6:To CI-10bp ills design bad bliss for and sV Is .07s edge strip and comer bade of Teals I W-W 11.3' 114• rr r.T 114• 1111 Sr er 1111 5711 1111 114- lee elPx 111-tr tr r u 4• 11011 111-111 211,4• r-111 1 "m � �N sw �• ]z -
8-M fmm ASCE 7.68 wom rr SID• 9--111 r T r 111 t r 11.1' e.T 1111 4�' er sr Zr +to eN11 1a.T +rJP lar 7rr it 4' tr 6' r r 1 r 1rr I'-4• 11111 W-711The Iwo values were i by t floe m tw d 0.77.Malin m.ed root fedar N 0.75. 1t fA 7+€
design v10hlos wed by ew alparrllxn b pwla10b the 1 Ira 1111 /1111 u:r 1111 D CO -i W
aroetaWe '��aysnped b onNde eu 1111 Sr s-r 9-IT ra r-r 1111 r-ir s-r 4'a sr fr-c r-r qe MPN rr trr 11111 14 0' Ira ter 1111 111• 111 r 11,2' 11111 1r-r Wr O W Z J
alpOrefxll sekele lite slow10bk span from el.design bad ewe nwoetws tl>s 123 114• er 1111 1111 114• er r-11' 4:tI 1111 r i' s$ sa 1111 In am er 12V• 1rr 747 lv r tr-J• a r t6 tr-111 r-0' Or f3 r 114 m p Q
pwlN's Nfidiw wYd Ora 1 ra ra 114• 114 rr f 2
..,jr t0 411 4'-to• 4'11 4-11- SY r-ir In MPH e'? We ii-4r iw-r trr 11111 1111 111 1118' 11.11 711 t• 1rJ` 4-0'
Nobs:To davabp eu design bed 1a6Ms for rod sydwm and ovwhwlps for enclosed stnlcaxw,the 7 rr r-tr s-r ea 1111 r-111 r r 1111 1111 r-7o• 1111 r-111 nta 1w saH 1111 11111 1a-t r 11111 ler 111-t• r-tr r e-1 r ea 1118 tr-1 r r-0• W ail
edge strip end Oonwr 10106 d 1666.'18 alto FOC was r4oragod b creole els design values used by 1 r 111 4-0' r-t0' s-111 rJ' 1111 sr 4 a 1111 1111 1111 r r 1111 1!1010111 a{' 1118 11111 711-1o• ts-t0' 1 r-r rr e
1111 r-tr 1111 tar r-1o• n IX W
de to 0 10111 ew prows j ,w tables.The alporiexn seNcb es avowable open from eu i. x13•x e sae•t ers Ile Nber Part aeSs naenr r x it x e est•2 w s for M w Pwnb H O
design load cwt ntelcMs er p�Pu df�etlr•windwas, ase.aanr � N O
Nob 7:TocarlveRfrom opentlYNreerSa iaeenlmb ar PSrW7l+tSloeed enaaead oawh"I V J
axpaaa10 cetapply'B'fo'C',Ifes e,.lbrmwirp rlxAtlprws YeARd lead Cetwsarer tgNNd Open analw. 10aNewt Mesw Pstseey _ lttdaed ovarb"t 5 �+leme4limped Rest C4 V E.
Cwmb W
a OiafaNN lea s 182 3 4 lit 3mr ,.r
3 4 /it 3 4 AN �a1stN tat 3 4 IM 3 4 /a2 3 4 i 4 All 1
MwN MwN Men Mom apawMM Mae MM Mt MON north Mem Moe Man asw MON cDNA Mem SPS$N'. spsO M� MM spOr RSaer (� � (/1
~ tw Ste Ta 114• 1111 trre r rr s-r a-w rr ra- 100 MM1 111-4• 111111 1e'a 7r-10• 2114• 2rr trr tr-
an I ',irr +r--111 trr err rr W
+to er rr 9--11• rr IWrr r ea ra er r-T ?r Ill WH 1r!• trr 11W tra 27-r 3rr tr-t0' 84- 4• trr 7l r trd' 4cpr
' e r 1111 er r-t r r-10• 9-101 a-111 Ir-111 1111 ea 2W 1n MPH 11V' 14=r 711-10- ira 214- 2f 4r 1118 +r trr 12J• tea tsr 1111 W z
S1' 114• 1111 T-tr 1111sr SIo' 4/11 S-tr Ir-1. rte'
In am 1r-r 111.4' wr 1r-r 2iw lir 111-r 111 Ira 711-r 14:tr iS.T rd W
tae 9-ir r-r r r r-r T•4' sr sr 1111 sr s-111 ra 139 MPH 1r4r 75 70• 14-11 Ier W-c 10.11er 111 - Ir-iO' w-- 14'11 trr
UNIFORM LOAD UNIFORM LOAD 140. 1111 er 9-11• rd' sir r? 4w er 9.1' 1111 sr s-r r-r 1Nw" Ie r Ir?I 17r 111-f0•1 trr 1Ir-M• ra 111 Irr r-a' 7rr 14'•O`
76p 1111 er 8 r r-tr er 1111 4:r er. 9.11 ra ea 104• r-r +a rPN 1111 111.11 tr-10• 14'811 11111 tr 10' r 711 tr- 111:r ra 111-r 1114• 1111 N
1wS?. wotpwrlwldeN•wewwldlN+wsewldrt+aoMtrN4
Nab:Td1m1mdpOdwlde-. %4dM+wMwM+orOltrq.
Tables 7.1-2 Allowmm��H�Sbndad Riser Panels for Vwiolu Loads
uj
A B A B t-1 111 x ease•t Ora llb nwr Pa1wb pwS pye1Nr
SINGLE SPAN CANTiUEVER 1 OR SINGLE SPAN tsltM 01100 e... 80. ft.nw Pw� Ends w seb...a ~
art (1)#8 x IM WITH HEAD 310 x 1-112'WASHER HEAD S.M.S. .r
NedM!e iM 3 4 /1112 3 4 iat 1 3 4 IM 3 4 AN S.M.S.TOP OF EACH RISER �- THROUGH BOOL HEADER 17 O.C.
MM Mm Mom GPM MON MM Mom Mem Mm Men Spa Men Reda INTO HOST STRUCTURE ID
UNIFORM LOAD UNIFORM LOAD isoW4r W-lir10.1• e t - a r- a r BOX HEADER C
1+0 4' 4 r-111 r - -f• 4-111 a e 1111
Uta r 4r 4r e- 2a ROOF PAN • BEAD OF CIIUL.IONG ALONG TOP OF
. BOX HEADER
do -tP i-1 a• -C r
r
1M V4r 487 a r (3)PER ROOF PAN 116 x 316• • W
I e a e r r 4:10'I r 1 t-11• HEAD S.M.S.O.C.INTO NOTES. k•
A B C A B C D _ _ _ BEAM 1. WHEN HOST STRUCTURE 18
2 SPAN 3 SPAN oPwl ase.n Rarlw 8118 Rest. MASONRY USE iw x 1-114• C
r•Yry 6tSMSd eirbead Oewhwq t PINS OR 114•x 2-114•
1n RSer (3)PER ROOF PAN 110 x 1'
cSNNAll WITH S M S THROUGH ROOF THUNDERBOLTS
lit 3 4 182 3 4 /i2 3 4 1@ 3 4 AN Q
PMI AND 80X HEADER O.C. 2 FASTEN THE E30STIMG to o
UNIFORM LOAD wwN sees a-r arwN apwN awe open Mm MON Man men.Ir Men r r INTO HOST STRUCTURE SUB-FASCIA TO RAFrER TAILS J
tee sir 114• 1111 rio• 1o:Ir t1:r sr 1111 r-W er 11.111 11.11 zr B-r 9-11• TFIRST WITH/10x3'S.M.S.
IlTtg r er W-r 111? W-1- a ea 104- ea' rr z-r
+to rr 117 r r-1r 70•,r rr -F-171' w o' sr e•r 114• I rr PAN ROOF AND BOX HEN
MR
er fr er a-111 Wr VW 8 i0' s-1r 4:111 9-r e r 78 R j
t [ [ [ �� r-1r 11.11 114• rr F4 rr rr 9--r sr 1111 9-+r s•1t• T-c SCALE N.T.S.
A EI rr 6--tr Fir 1111 r-r 1111 114• 10.1' er 4d s-T sr Zr
C E �� 1111 ST er 9-+r 1111 9-m' 4-r 9-r Sa 114' 104- er 7-1- -
4 SPAN 1184' trxuw2wsll�Rwrpwrb Ohm Roo e
T opeNNobeeea.. aO.wNRaaO PON*Enabad Enalo.d 0.wlwnel
W110 MwraIMM Red caesbe r Soci twn Home Proms,WxL
I.t=Span Lengft Ita101111P 182 3 4 1112 2 4 MR 3 4 tat 3 4 All
Jeffrey T:
s= p Lange► awe NwN MON MON apwN on Men MON MON apOe span Open Roel 7 ►JLIIe 013
2. AN apsne Torted In 610 Was,we for wpuy spaced di lames boWean=*W%or andwr polo. fes SIr r--r rr 104• irr 1r-ir 114• r-w 11.111 9-r ar er 3 11 ���7�� SHEET
3 PIN filar not be sproed axtxpt la suppoffe• Ire r-W r-r ea 11'•11• tr4• err IP--111 T4• rr e-r r4r ea 1111
SIM 112' T r 1111 116' tt e' 111 t1' s-7- 9-11' r-r Sir ra rr r-1a
+n W-1- 1111 1111 r r tt-r it:10' sr r-70• r 111 si' r-r ra 21-101
hg1rj.7a T4' e'r 11•-1' 11'-P 114• er sr 9-r r•Ir a-11• rr - P.O. n,,,X E i1 J j
SPAN EX�APLES FOR SECTION T TABLES �M o' rr rr iW4r Ienr 6:11 1111 114• sa ra rr z-r r"V Bo 644SCALE N.TS. +ee r sr 11,11 19-11 ir4• r-1o' sir1 e r I s-r I w-r I e r I zr JacksonvUle, Fl 3223
Ito1e; NOdpandMdM•NeOawldlh+wMwidln+awxheN10.
904-786-9241 OF 10
ALUMINUM SKIN
�— E.P.S.CORE COVERED AREA 00 c C 447713
17 W TAB AREA 0000
SIDE ANEL
CLEATED ROOF PANEL o CONNECTIONS vARY U.TO 112•ADHESIVE BEAD 00 00
P.IN - 130)(6444
SCALE.2-1'-0' SPANS)OT AFFECT PANEL F STRIP UNDER ADHENGLE SIVE '000JaC}CSD 6 FL 3"
Irable 7.1.4 iu wm"Spsna for In du.ay Standard Rlaw Psnds for Vwj"w Los" 90 786'9241
AkaMnum A&W 2105 H•211 SELECT PANEL DEPTH f SUSSEOUENT ROWS
;ra 11*2o.024•t or ler 1s.r P.,ar �� EndEa
,,,,,
FROM TABLES 0000 STARTER ROW
npai aruan... sero"R.O.N. Pr1YNy E�ats..a d OEuhwEs COMPOSITE PANEL W/
NISI d1.at t:aaa.e.r COMPOSITE ROOF PANEL!INDUSTRY STANDARD] COMPOSITE
PANEL
W
ROe�On tat 3 4 tae a 4 iii 3 4 tit a At SCALE: 1/B•-1• FORMED CAP SEALED IN
Moa apNN apaN Epaa EOaN yOn .�� GOON aPOn .Oen Mab PLACE W/ADHESIVE OR
1130 MPH 19-11* t1*-11• 14'a 19--1• it-ta W r-1a' Irr. -11• tart• u- 1 4' - -
V103�N 10',2' 1a-z• 1rr 18 trr w-r ra /1' Ira r 1rr 1 4-0' SCREWS -
1=am r-r 7r4 171* 14•-r tori' t1* r1* lar to-11'—r--r 12-i1 1 W4 B .
1231a.EH r1* 1rr 121* 11.1* 1e-1• ir-r rr tar IF-IF r-11• —I r 12- 4• -- -
130 Md91 9-1Ira 1rr u1* 7Ira- a 1a tar r 1za
t1-74—rPROFAS COMPOSITE MOF PANEL WrrH SHINGLE FINISH DETAIL
14o MPN r o IMF t 1* r 11*-1 -IV r r-11 a• 1 1 -1
too wN sa lar to 1rr jsr t1*-r r1* s r r-1a r1* r to SCALE T.S,
ATTACH"KILES TO COMPOW%AOOF PANELS WITH INDUSTRIAL ADHESIVE•. 2 J
2•:11*:3.00'2 e1*o sib Ianr Pa sh or.O „ APPLY ADHESIVE N A CONI1NUO%BEAD a1*TO 117 DIAMETER SO THAT.THERE IS A 1'WIDE
OZW
OPOO eaada,.. sa..a teas PUMh liuloaOa Nutsa.a OOuhaie/ STRIP OF ADHESIVE WHEN THE SftGLE a PUT IN PLACE C3
1or�d Rad CaitlreOr
tEa1On 1a2 3 4 142 a 4 tai 3 4 142 3 At _
FOR AREAS UP TO 120 M P H WIND:�•. (�
ErEa EOEn ww ws wM EvEN E� Epan E°an "" Rs.a )STARTER ROWS OF SHINGLES
N IrPN Ira• Ira• Irr /rd• err 2t-t1* to-r tar t1*-1 r 171* tsr t1* 4 Q' 1 AT MID COVERED AREA AND �� STRIP OF ADHESIVE UNDER THE StNNGLE Z O J
'Z=
1' eQC Z
do MPH to-t1* ua t4r Ira• lar 2r.2• r-t1* 17-11* ti•,i• tar t1*-w ts. 4•s' SHINGLE ROW INSTALLED ��DERTFE SHINK;I.EwT MOD TAB AREA, STARTER ? (� p f�
1!o erN tar• 1sT Ira• 1s to t1*-r 2ao' r1* trr t7r r-ta• is-t1* t1* 4 a ROOF� F!iTFHE TABi FACING IN THE UPWARD DIRECTIOOPE. N OF THE O W
row"
tar 1r•2• tr1- is-ta IVr t1*-t1* ra trr t1w r1* Ira• 4a' z) SUBSEOUENTROwsOFSHIN O
r-to• —17a• tz-t1* 1s r IV
t1*-r r-tt• trr Ira r1* tea t1* r1* DIRECTION OF THE ROOF ��D WrtH THE TABS FACING IN THE DOWNWARD
171*• ua• 11*-t r tri• r1* tar tea• a 11* t:r 1z- 4'a wM� � WITH ONE STRIP OF ADHESIVE UNDER THE SHMGLE AT m O y r-t1* 1rr Ira 1rr tear t1*r r.1* lar tea• rs 1aa• tz ra FOR ARCOVERED EAS ABOVE 120 M.M.Wpm, eB F'
a1*..Ree.. TYPICAL INSULATED PANEL 1)STARTER ROVMS OF SHLES c _ o Q
r:t1*:a ese-t oro Isr torr Paye ANLL HAVE TWO STRIPS OF ADHESIVE UNDER THE ( it LuI••'
�>fY.erNa. eenw llsiaa MWy tads" byvEEa ftw"f SCALE: 115•-1' SHINGLE AT MID COVERED ARFAA,ND TWO STRIPS AT MID TAB AREA. SHINGLE ROW �" O N 0
1Mw M� ta.rsrew INSTALLED WITH THE TABS FAO sf THE UPWAIm OIRECTWN OF THE ROOF SLOPE co
1"We tai 3 4 142 a 4 tae a 4 tai 3 4 At 2) OF fES INSTALLED PER PREVIOUS SPECIFICATION WITH TWO � � RIZ
Spon '. ww aPa wao Epau Span Epw wan Num .Pon ww REde Table TAA Allowable Slrelr for btdtatry Sbmdwd Compoolle Roof Po for Vwlow LambSTRIPS OF �ED AREA J Z
17e 3MN W r 2rr• ear 2aa 281* 281* 12-11* ter 11*-ta u-11* lar 2a ra Y SOS H•14 or M-25 1A EPS Com Dan ky Faro �' - >• _O
:ribMMi trr t1*-r 1rr /r-r ata 2or-r trr tr{• ir4• W-1r Ira t1*• 4.0- r:4rx*AwPasb as$"* M045URETHANE ADI SIVE OROSI-RF140 Z E'
I ol
as.Mahe
11e UPN 171* 1r I- ire• tr-r 2z-tr 2r4• to-t1* ua wr Ira tr.4• t1*. 4a opmerrerr.a soma,eras P.erytnaraor Emit" pw,ea„o/ MINIMLIM ROOF SLOPE:z'N t7 _ W
t731RN 121* trr ler ler 2z-Ir 2aa taIV 13'•11* ua it it ie-t• 16 r4r Wind � Canitwar - Z Z F• w
ttOMMI Na• 14_10• 1rr ire• 21.tr 274• 1rr IV 1r-w 174• 181* 18 Cor Mme" ti: 3 4 142 3 4 142 3 4 tat a 4 All
ae 11PN 19-11 74,2' 141* te.11' 2a-11• 2rr r-t1• 1z-ta Is 11 lar 143' 78 4a• qm a00a a0a� ~Oa M� ape qs ep0e NM MOr qct a0o� Moo j
tie MMl for 1rr trr tRr IV-Ir 2aa r1* /7r tz4• 9-11* 14-1* /M r1* « r 1* a• r ter to-11* iz t1- U
Nola:TaY1md 110 r1* r t1* dw
tI 101 - r4r 41*
Pond atiu 1O01p"�'•adOAde�•O' 4 tie -it 1 r -t1* -t 71-1 tar r1* TAB AREA W!1'ROOFlNG c 1O
RILLI
Table 7.1.5 Allowable Spam for kWL=by Slaldwd CNMIed Panels for Venous Lamb 31pN t - +r it4 NAiLS
Akm*mm ASoy3105 M-14 or N-0 r it• t - r ,r w' s 11 r INSTALLED PER
tatr4-.1aoits•ts..I.aP.,,ete t rstl s a tar sa' r d• a -t1* -n MANUFACTURERS
teem opENsr.er-.. soueNMas powigENera" RwsItndeoOa &AWW"i r:4raearP.wr orfsRO SPECIFICATION FOR NUMBER C LLI
Rear trNNewr Opew aee.rs sera,Mas �IIEy AND LOCATION a
REedo. 142 i 4 WreaNsi -
142 i 4 1@ 3 4 tat i 4 � 1o1Na � s:aaeemr o
ops yen ops Ms ow Man yen EOeN Opm Man pen Beer Me1an 142 3 4 142 a 4 fit a 4 u1* a 4 As +'�•� iL w
1 r r ta_ t1* r4 r-r ops Mar yw Mon yon4000 "m yw EpOE epEN Nun Mai
iNl MPM r t0' s r1* tea• ?-71* t a sa r1* -10- sr r r r r to 1/V• 1rr ta-r WW 2r t1* 7!T 7?•tr Ira• 14•-0• tr4• 7rr /S-to• 4•-0•
txt r r r-11* tz 1 11* ra 1a tar• 17a trr trr 21=11* 2t-r t1*-to� jrr 1:r tzr Ira Ira• r1*
Is 'i •1 17 .1 - tae r1* t0-r w' 1T--11* 2a-r trr -111' 17-1* Ira' 1rr it-r tza r1* 0 `
1313 MN sa T-r r1* r1* 11'1* t1*-n• sr -i1* T-r _i1* ra r z t1* In ra tad' 9-11• 17tia iRtr Ira ta; t e' irr irr /r 10' t7r' r1* 0 SUBSEQUENT ROWS D sip
t r_ 1 r r - 130 MMI rr Rte r-r trr irr t1*r tae' 1152 19-11* w-11* irr 114r 44r �i
1st s- a-n' tar 1o:1r s-r a a• sr rco
o 3!0•TO Ur ADHESIVE BEAD w
143MM1 r-r r-r r1* r 1rr 1e-j1* ra tar• Ira• tar trr trr• r-0• FORA1•WRIEADHESIVE LLl b
Carr a 11*:i e1*•t2mOd Paye tte r1* r1* R2' 141* te,r ter r1* r-r ra rr IMF 11*-r 3 11* t0
�p•nednaYn.a
a'a'R0O1"O a:4r:amarp sls
eem.a Rome ase Mnaa �
m �
Nora Rsa1 PMYbbiolea" Enoleave / wlai 01104911001110" 1100010 PaeWetEmlo'" buds" Oe.r- M1 /' STARTERROW
RieC • X
law im a 4 142 3 4 102 a 4 tat 3 4 All cmdit r COMPOSITE PANEL W/ � F
NMN mat wan Man Epm Ops yap Ellen win apn OPEN "W4 Mar Mer'n St 3 4 Iii a : 4 tat 3 4 tai a 4 AN COMP1D®OR BREAK
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1507 3. WATH THE FLORIDA BUILDING CODE,2001 EDITION,SECTION
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