1563 Linkside Dr plans (vault) 0 0 to 00 CC 00 -4 14-,4 (7)0 t4(A C4 NNN
(A LA
Iq .111.C% li 4..Ili Ili.06.1A..01. 411.Ki-pl.
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BENCHMARK (HIGH POINT USED TO DETERMINE A.B.M.) 26' A.B.M.
FADDRESS: 1563 LINKSIDE DRIVE GRADE TYPE: A
CoMh -. 2463 Sq.Ft.
COMMUNITY: SELVA LINKSIDE SOD
e_l M A I I C—r4ZI k I
LOT: 95 UNIT 2 %J r- P-%L-L-&- 1 -0 f.,.l
DWG.: 95SL2 . DWG FENCE: 72 1-101MEK)
DATE: 11 /21 /94 FLATWK: 1084 NOFfffl FLoFtJ!)A F)WIS'NON
DRAWN BY: R.A.M. FNDTN. TYPE: MONO
SCALE: 1" = 20.00'
-MAP SHOWING BOUNDARY SURVEY OF
PART OF LOTS 95 AND 90, SELVA LINKSIDE JNIT TWO, ACCORDING TO PLAT THEREOF
AS RECORDED IN PLAT BOOK 47, PAGES 8 05A AND 85B OF THE CURRENT PUBLIC
RECORDS OF DUVAL COUNTY, FLORIDA, EEING MORE PARTICULARLY DESCRIBED AS
,FaLtL I Tf�gA_-$T 99RNgR OF
.-QW§.:Fqp,4pp I,t�TqF Ag�gt WAW 9t)IMM9 09-EA,T T�tg§P-u
SAID Lc5*f 95' AND RUN sdufH'634�1'6�46"V�'ffff,AL(5fqd fHf-l&fH'0Nff dfF§Ad Ldf,
A DISTANCE OF 109.36 FEET TO A POINT; RLIN THENCE NORTH 06* 45' 00" WEST, A
DISTANCE OF 11.00 FEET TO A POINT; RUNVHENCE SOUTH V* 15' 00"WEST, A
DISTANCE OF 37.00 FEET TO A POINT ON THt: EAST RIGHT-QF-WAY LINE OF LINKSIDE
DRIVE (A 50 FOOT RIGHT-OF-WAY); RUN THEI ICE IN A NORTHERLY DIRECTION ALONG
THE ARC OF A CURVE IN SAID RIGHT-OF-WAY LINE, SAID CURVE BEING CONCAVE TO
THE EAST AND HAVING A RADIUS OF 1478.70 F=ET, A CHORD BEARING AND DISTANCE
OF NORTH 090 39'28" WEST, 50.06 FEET TO A F(-INT; RUN THENCE NORTH 830 15' 00"
EAST,A DISTANCE OF 37.00 FEET: RUN THENCE *.1 OUTH 06* 45' 00" EAST, A DISTANCE
OF 11.00 FEET TO A POINT ON THE NORTH LINE 0,7- SAID LOT 95; RUN THENCE NORTH
830 15'00" EAST, ALONG SAID NORTH LINE,A DISTX,ICE OF 111.89 FEET TO THE
NORTHWEST CORNER THEREOF; RUN THENCE SOL TH 08* 45' 00" EAST ALONG TH
EAST LINE OF SAID LOT 95, A DISTANCE OF 50.00 FEE TO THE POINT OF BEGINNING.
?00L_N0Tfo$:
> SEE ATTAClifV POOL PLAN
FOF_VINTev- DEPT".
), %f, XffACIAC�V POOL PLAN
1:07- DIMeNSION$TO P�Ll_
CDV&FZD 5TF-UCTUF&$-
> Sff; AXTACIA&D POOL PLM
Fog Ar4TJ-fNjjZ"IAff4T XND
?�NF44eF_CODE COMPLIANCE-.
LL
Q
-3-7. 0-0 , �j
ee?_3 Iv 0 0
150
00
Z)
dr, 94�
Z, Q>
"fit
4
c 4r
/Jo.
Ael
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71.7 14
-3-7-00
L07- 915
g pv �3-
'43 0:5 v /J;. 0 0 o to '
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F A I'm
bUl6l;X4k 0.silt
94
MAY 2 2004
g�e V.
CER77FIED FOR. TIMOTHY 0.4 ICHOLSON�EQUITY MORT'A E GROUP; FIRST
AMERICAN TITLE INSURANCE CO.', J. HOWARD SHEFFItLU,P,A. S SrAIED FR
THE PROPERTY SHOW HEREON APPEARS TO LIE M774IN FLOOD HAZARD ZONE X A. A -7 OM FL OOD
MAP 0 UO / FOR THE CITY OF 64.kl FLORIDA, DA TE-D - / fR_ AND
INSURANCE RATE , ) CERTIFICATION OF' SAME.
IS SHOM AS A COURTESY ONLY AND DOES NOT CONS77TUTE A
TRI-STATE LAND SURVEY017001 INC.
8411 BAYMEADOWS WAY SUITE J2, JACKSONVILLE, FLORIDA 32256 (904) 7,31-72J5
p
LEGEND 9EARINGS CASED ON /Z-L�L LINE AS SHOWN.
4 CONG, MON 7HIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP-
S IRON COR. NOT VALID WTHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL
(SET WTH CAP f LS 4144) OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
-X- FENCE
0 IRON COR. (FOUND)
0 CROSS CUT
O.R.L aUILDING RESTRIC77ON UNE LARRY G. EDDY, P.L.'S. No. 4144
ESM'T EASEMENT
RIGH T-OF-WA Y SCALE. /"z
COV. COWRED ARrA
CENIERUNE YOR v Y�Pp5R,
41- C 41W eOVhW~IFAW �-L6R A (L6 W§ff f)
(R) RADIAL DISTANCE DA TE:
CONCRVE
POOL SIZE: 10-x 4t.
RZVUIONS
POOL AREA: 223%.Ft.
POOL PERIMETER- 34 Ft
DECK AREA: Sq.Fk
1%"LINE BETWEEN W9.1 7_qd e 33im(f* =DZERWDUUMMONS SHALLCOA&MY WITHSFIX1117CATIONSIPW�m SAM 1"M 3
RAMONTIMPOOLTym
4=NM I=DMM WATER IMLORS,
DRAIN GRATES 4UMU311ALLMM
bps 4XINVACNIT: ATTHEIRUM"LUALADWSOMM Dw OVZRSnnmw.
ACCEPIAIMC ffrA1RS(I#-Mff4TRZADTNTRZ* IM AREA Ir
MAX RISIR WIN ZZYMMULATI TRZADS AND LAMOM
2"VENT LINE =A=%QA1%ME1d OUTS In 2r BELOW
9L M . EQUU%vff umywrmmy
TO EQUIPMENT TffZMAXVfiM1V)R?UW1RRATZISI2IXX)RL
MIT=SHAM HAVE AN AM RUJASKE AM PXRSXURR CAM
2"TEEWITH 4%MM 3HP AM I=SHAMMIT ANIEWL1411 CORRORON RX&MIAM Vxm
XIRA1?=AMMMTMRtQt)IRWFWW.
1V2*REDUCER 2"SUC.LINE =Mff=AZARZ& 1.4
A WORM GFORZ IM ZVERYSIOAiQUARS VENT. 0
.11LAXIIIIIIALL Af4U=X OR UL 12U OR ULM
MWSHALL COSEPLY W1`IH NW Sk
ATr.SMYOR306EMTMORMMLOQ�ALCO=IF c'I
GREATEL N
22CIAL SPA R100MUDCUM; 8
x -MAX04M WATER DETH f,ALM"BEAT DINTH IV*.MAX. cd 0 e 7q
MAIN 2 1 -PLWRUOPZld2 M :6
DRAIN IL a
IL
0
CLEANER
SKIMMER LINE Moo= 4) '4
q:l 0
PLUMBING DETAIL
com
motni=GROV13tHZADPO*nMVATMIWIFWM
-9-4
3180 GH.
TRANSPOR3,11ft HIM IV YOM POM 11"ADME WATER x I-mullp"
TOJ BOX ORTRANSYMEERWHICH ZV=15 MRSI IN
"cu
T L/7
I APP*OVM "*Y)
WALK-IN
PtIRNISIMUNKI
THEPOMCONTRACTORISRINVORSIMEFOR DZUW
STEPS Ill 0. POR RUN 91119VIDUALPMLINAMM
=u—I'AMALIcorwritummimulhow
MAIN jvWNS
E� U4CIAMM FIA)MAM ZLICTRICALAM G"1`114M
Sim
POOL
WMPftISKMZVnA)WTI*FF&9UCTMG"L THZM%
TH
(SEE IPETI& VIAMISMASPOINTUSANKSWrTHTM
Dwcm
RAM USTIN
SHOWN.NAM DRAM PUSARM XNALL W T"IN
3- 6 ME ANTPOVIS)AMA31=AIUJ&M COVM AS AN
THWIPAGE) DRAM X&Y 16 FLACZD ON 1111VERINT PIANEL THE T"D 3"j-HAVZA
DEPTH COMMK)ff NjCfWN LIM XWnM GRArnmAy INK Lqmu AV ATA
APPRO*.-r. MAXIMMOYMMANDTHR Ex GRATITHE
w F
Tomm FIFESSMIN A VACCEIN
. . .. .... ... .
PROPERTY LINE zwmlnw um THIS co AminAAU
sysrnLTNZVT"P= W11100TOTM
ASIMMAINSPRAINSUCT"LMEAM
RIMIAXATIOM
lu
UM)WEIDUFAMOVIR AGRATIVOR "SAYM
LU
z
VIM ASANALTIRINAT&M cgvnmAymux
typ.
zi ... . ... ANAPPRAMMMVALVE
#k
Pm0TZMWAMXAYIW1?1=%Dp=3*Gm
SIMANKIM11 DO?=RZQU=
SucTxw
_0 7=10LIA)WIMINUALLINCIA1112MVNINRIM)l LAW-t-=*T TIME
. .. .. .. HIXI12 1AW-ATIM PUTS,V"V=nAITIT Vlffr OR Ima"
on
0"SWITOL
... .... C M.0
rNAN11Z
0
(�:POOL PUBLAN12MY DWAIA=WAS AM AfaIMM-5 ON W MR munami"
DECK POOL LIGHT
DEC
DRAIN (300 waft)
GENER" SPECH'ICNTIONS
EXISANG COVERED Pool Circ. Purnp: 1.0 Hp Whisp*r-Flo
;PATIO (WF-24)
JUNCTION VENT LINE :
STUBW I Spa Jet Pump: N/A
Box Filter Type: Clean&ChWr 150
�,POOL EQUIP. (160317)
I Heater N/A
LOCATION Gas Tank By:Others Vented By:NMA
App� i
C/Ty OF A TLAO:V E C) Jandy Control: IWA
jf� Electrical By. Clift
BIJ114DINGiVI" -;4'jcH
FFICE Tiffor: No
On I
AFIT Skimmer(s): I Size:2"
07 Main Drain(s�2 Size:2"
Return Lines(sy Wall Returns- DRAWN BY. NWE
Y.
Strid.-Lighting:Yes Pool Watts:3ft DATE: 13 Mar.'04
SI)a Watts: MIA
Pool Cleaner Standard SCALE: 1/8"- I'
Chk)rinator Yes
Woterfall Mfr.: WA Length:NIA CONTACr. Eric Cbft
Deck By- Clift 1 855-0019
(904y
I Deck Drainage: Drai= from Pool I
.............
Genend Notes and cOons for section 3 es(cont* INTERIOR BEAM TABLES:
SCREEN&WMI RlDOIM�
General Notes and Specffiwdons:
I_CV4.1 Cwwwd=TAW*3D
CILA�_
adimbiockwwwowhan, 0uGtu"`s0fad**"i* Mad ZOM COWWWWWW aim I EndoeW Ro-O HOST STRUCTURE OR
1.The umft gtruchxvs am designed to be mwe PAMIALLYQ00"32.3
*ucbxw cWk*.The contractor I home Mw"ve*that tw host structure Is In 90W WdUm MOWiSM)UA fOLIIRTH WLI.FRAME
gedofaullicivritstrargitilohoh:111w;W ISK1411110n, bending
Vend Zeft APPO"WO PAW OR PANELS
2.News is a question sbwut do host almickM the w-(at hig-w"nw)"I**on wd*mck Ism man
womi.orecaft 20
AS H ALUMINLIM ftV SYSTEM
&The druck"t designed using this weft sw be lnftd to a neudmm prclectiOn Of IV from ft hod n IAO PER SECTION't
In ff-, . :2 -1.-W--L
-ducknesshollbell 1_1 loft awdnennopmerw atze limllsofoornporlent v Ao I to
sku*m Fhe I In
putL Leirgeritm Own bob shell have alks$Pscft w*wwhl& in 32 25 PON CARFIJER BEAMVOST
4,
am
wW mwwbgbnW homes: im 37
4.Thskk I tube applyto allochn-Ift kwdft 43 am +-Mon-
mwvAlCkxW how bult prior to 1994 shall use'burth
a.Struclixeshobeplaoscle*Milloamobliel Convaralon T"ll!i�
wallconebwWorsildix. detellediplensofft m,,l ImarwischKieclhomsegWinspecdon Wind Z.C..dui,*r age"I parvW&alosed Roorna
report dong with addition plans for mile - III owlewwWwalbythearginser-ThIsOppli"lod in - I
screen/Ohm room wdlaretruchures lobe aftdw& ft"dZow WON I
b.T.mftvmlomshocWmmwthe*dMmdMbokft - uvw1hordytheroaft"vorthe vw Zone AppledLOOMW VASCOM lisaw-j�Lsw Davidon emans
1�13
&bsen bum a4scent WH (AM" 41.10 - 6 1-05 URE
hm wft heft alledw&The mostoomirnOn'lourlh wig conStructi011!19 a post IV - 1.13 120 1 0S
.13
tmd as brihe front wall bearn.For 25 0 12D
tothernoblielmeredechul4i xx, Thexamespanablescembe 31 1 _2 BOA�_ KTA�
birthwall beem use to carder besm table.The post"be stod ocoording to this mwwW andlor as lie AS ___ _0
120 --- j.00 Us) 30 0.97
brew at each aid of to beam If to aw 32 ALLIMINWROOPSYMEM
a minlanim boa rxT xOMT with on irxrxoA4c knes In 35 CM 35 PER SECTION 7 HOST STRLICTURE OR <
pcftwjgtInc,LP,---j' g (port"2A)VO knes br9008 maybe suminabscL In 42 FOURTHWALLFRAME
87
,-0 Imerarfischured homes bultaftv 1994.dnmAm MY be allached.prc~the Pled FiDGEBEAMTABLES: z
c.For I ;_1 A be USE BEAM TO WALL DETAIL <
kill the!plan prodded in tft mwunL The contrachorlawner shell prowme mvmdon lot do SCREEN&VVMROOMS: 7w
*Udurld trywhem of the host druchwe Is adequebe for to addigon to be athadeed. Conwalon ToMe 31D� ILIA D
ConwalM011id, HOW of Hk)st GLASSROOMS:, z 0
tL If ihe mole I mwwb&mW home mww%cjL--W-In writing that the mobile home may be 811101:6111 RoonU (PARTIALLY ENCLOSM)32A C!) 0 z
.it- , t%d=slkKwthwvrbNOTfequkv& Ftegarximewavlov , (ENCLOSED)3JU co 0) 0 0
5.swoon 7 coul"am--I 1 1 wW the aftechrnent detaft for Pww MW composite 13811181L Idiewn He.0 2 Lu z
lo'- . V -w z 0 a 8
6.Screw weft behmen adsting wells.loorg,"call1q;p shell be allowed and sp,shall be lhipwed the 0 H 0 co _3 uj LL,
J2 WW - C I
as ottmw screw walls. W-2r D C0
2r-2V CD 0 c-
y4m uoft'TEK wxw"in lou of SACS,br4W sorwin mW be wwd to compensated forchrill has& GAS C.) D 0
2r-3r 8.85
< RI z
S.For high velocity luffric"zones the mh*w"in Ind I spOW load"be 30 W_ C,
3:
9.Theiraming ofebting screw room%,aft jo r@ww%*vc;vws oradW*w&ft 0-0 be ac=VWW 0
wm Zone QMwifulcm f&.~Haw 0 �s W c
vAth thel clatfills of"dlepler - (jarAlRoamTjp*q FILE COP < 2 cl) u e uj
I(L Al specified anchom am based on an enclosed hAkkv with a IV P*cuan and a 7-hery for up ID a I=WN MAW zot"M ajors Ec
=Vg�_ z
%*WvsbA,di20MPK V*W ZomrW= fa fb) w
11.Span may he Interpdateci bobween vak-Nut not wdra�0 VPH TMCAL GABLE S JD ROOF ENCLOSURE w z
uts V`k, 100 1 _3D 1.20 W C-4
12.For DesW(I"List and lnqwcUOn Gtdd-for Sreen.VkrA Glees&Modular Rome,8-Appwxfx lie 35 --jj-* _jxv - N.T.S.
120 Ig
(Sedon 1% 0.96 C13
122 45 0= _j
13.when notes,refer lo screen rooms.ow shall ap*10 soryk 1*10 Moms aim 130 so-
Sectio 13 Deslan Statement: 140 58
ISO
The ginjam desWrod for Section 3 are solki roofs with*Own Or DOW wells MW am corwicherod pot 0 N4 E D
% 6EP'C'"
of an enclosed or partially andesecl*ut.W system aince OW-designed to be marrhod lo an
WN 0
GASOV sbucows. SUIII)ING OFF'C' LLi
The ciedgn ww beft toW for scmn room am from Chapter 2D of the 2W FWWa Ik"V COCIC C4
0-
The IN&amxm a mean rod height of lose than W.Md dope Of 0'10 20r%I-0.77.AN beft am
baseJ on 20120 gmesin or larger.All pe_-d-&,n In the belm table we in PW%W� G!
(D
The lbeign wW Icacie tow br Ohm mom am from ASCE 7-M Section"AnGlY"P1009*310 I
gn in compamos with do 2Wl Floricle SAft Cocla,The I=&awns a ami rodheight of
bw Man 3M.wof dope of 2(r to 3(r(+I-In 1-0.77.AN; shmn in to mb, we In
co
PSF PSFJ
Go J Notes and Spec
"cadons for SicIllon 3 Tables: Ld
(D E
(J �U.
Bectlon:1 Dodo Loaft for ftroM 610046&Modular Ro- PLqW*W TO PROV1141IONS OF THE FLORM DEPARTMENT OF
owl%" HIGIffty Sj&jSW&MOTOR VEHICLES DIVISION OF MOTOR x
AN Rose;
Endowd r VEHqLEES RULE ISC-Z THE SPAN TABLES.CONNECTION
I" �
Was ftef -
PAQf DETA4&.ANCHORING AND OTHEFt SPEC611CATIONS ARE
--j-0-OUPH *2D140 051-13 +31-0 +211-16 001-16 9 *2=0 0
lie RPM 4201-= +181A5 +31-30 _ QDI
+101-19 11 _36 DEMNEDTOBE MARFUMMCONVENnommLY
-44 .0 13 +201-43 CONSWRUCM HOMES AND I OR MAKFACTLIPM HOME'S APD
_1116-upr +2DI.27 4221-10 1_36 - *2DI-45 MOK&HOMES CONSTRX=AFTER 19K
In H +201 w *23149 +4146 4321-2B
-T3"sUpW--72-Dj-_v +25i-n *61-42 *351-31 15 *20 1-50
N +301- Is I
144 NP .7 401-Z -7148 "01-36 _58
j5s UrtL #30143 *61-M 0461-41 _36 2MD +3011 THE INBSIGNS AM SPAM 940M ON MIESE D&"INMARE
NA-1, Finn',g owtums a(sersin,virrA wXIQI --rm gm-wo considered Im b,mmin I'M N t BASElb(bN TM LOAD RBUIAREMENTS FOR THE AMP40k
ow"fet eb., VAW,
dL%%wIoff&"kw".r* baftforrook ww pkn bob WwalL To BL4U)Jft CODE 2MI EDMOK
F REr, E I V E
be"lo,I%.-Egmurs beft multiply by IA- CI;
CITY OF ATLANTIC BEACH
Corwendon T"3A ZONING
vftw Una Conveirsions for Screen&Vkw Room
Weft
;-w jFpi-"LOW MAR 2 2 2004
+301
MOM (d) (b)
AMW LOW "Ices"4"00
10" ran Im
we Is r1i 3 1 120 9 1.13 120
1-10 Is 1.07 1.10 11 Al 03
I= IAO
23 1.00 I= 13
11 'M
In 24 0" am 026 BY: -&A&6
in i zr 025 022 1 16 0.95 023
L CA6 zz
om 0M LIS
am A
om DRA*b*FM OMW 2=1 CW
ONLY
Ire #8x2-VrSAfL6IrFFtOM
0 x i4rZ SAM a V FROM ENDS.Top ORBOTTOM AND
PILOT HOLE W
ENDS.TOPORBOTTOMAND jr�O.C.OR
ier 0im CAPAND(I)#8xIWSAL&
KrERmALr FROM ENDS.TlOP
OR BOTTOM AND If"=
2w
It SOLID ROOF
FtEmovEviNYLSOMAND : . 1 .1 1 'I- - - - .
swffoNTHEWALLAND COW
INSTALL SIMPSON CS-18 COIL 0 2W 4S,NTK*lALFRAMINGOR
STRAP OR EQUAL FROM EACH jj�FRAMESYSTEM
TRUSS I RAFTER TO KNEE 0.044-fl;l ALTERNANTOPOETAL
WALLSTUDS 2W, twO AJUMPAIM'COL FOR
Wfoowcloksm WINDOWFRAMMCAN
l*x-2"x0.04C GLASS RML USE STANIMRD ATrACH DIRECTLY TO
rxrxO.04C
1LOCK WALLI AND ROOF iogrgo-c"o IfAt 'Ttalms
THEP, 'ORScampAl I - HEADERW#I0x3WTEKOR
WAREIMTOFMOSKE �~--u At-se QCf-rin SECTION SNAP SECTIO01, FORANCROR"M 6 M 9 OW FROM EACH END
SySTt wiTm r x r x 6.54c
HAL STRAP W 16d COMMON wrtHrxrxoAw rx2ux AND Ir=MAX TOP AND
@TRUSSRAFTERAND PATIO SECTION BOTTOM
A PATIO SECTION
pEpj&-TERJOIST,SCREW ATIO Mc—TION
COIL STRAP TO SHEATHM Wl EXTRUSIONS AND FASTENING DETALS TOPTYRACKANDwripm
#Bxi*DECKSCReWS@Ifr OFTRACKATTACHEDW GLASSWINDOWINSTALLED
OP-VERTICALLY. REPLACE KNEIpN*IJLWI2x4P.T.P. SOLID COVER SCALE 2's V-(r PERMANUFACTURERS
VRMSIDING6 90iff4w & SPEOFICKTIONS
DOLIOWTOP KATE.NALPER EDGESEAM D
T E (SEETABLES&I.3)
ABLE POLI FUXUDA
pa CODE.EACH STUD WINDOWHEADER MAXMIUM WIDTH VARIES V)
E"Lli EDGE BEAM SPAN 0 LU
UkHAVE A SIMPSON SP-1 (SEE TABLES&&?) ALUMINUM SHEETV40 OR. C,
SHEATH WITH Ilr
OR AMI*xr.rxr VINYLBOTH z 0
P.T. NALEDWIft OR SNAP CAP AS REGM. 0 0 0 z
r 0jQ.EDGES AND CHAIRRAL 55 CD 0
Ir FELD OR (SEE TABLES&&7) VARIES VARES w z <
r V BOLT a 3r O.C. GRADE 0 C3 —
WALPLYFASTENEDPER SHEETING uK ONE SIDE (SEETABLE) 0 C3 a ru
THER 0AWALUMINUMORIMM > -i w
THE KYWOOD cr w 5 co 0
iF�7PN!S-'STRAP it It im a cn
TYPE III FOOTING mp"NOOLSTRAPamm ADDITIONAL STUDS MAY BE C.)
ADDED TO ADJUST CHAIR RAIL < cc2q z
SHE#Pf"
TO MAK SPAN 5 C.)
I*xr.ADDrxl*7USINGOR VAF;UES
BUILD OUT IF C.) 0 0 w ul
r x r TO MATCH < -A <
RE(XD 2f 0) w
ALTERNATE WALL SECTION FOR ATTACkLM—Eff--10 MINIMUM SLAS(SEE DEIAL) PANEL SECTION Lu 2 v-
MOBILE I MANUFACTURED HOME GLASS go-&)NAL&wrrH STORM GUARD w 5 c�
TYPICAL SCREEN ROOM CONVERTED TO GLASS ROOM WALL ELEVATION C)
SCAM IM l-(r SCAM r 1'4r z 04
SCALE: Iw a 114r
---------I NOTE: MMW/rxrxEXmTm
tSIDN USE 1"x r x 0.04C MA
FOR SCREEN ROOM To GLASS ROOM CONVEP
vwm OR r x r x OW MAXED WITH r x r x EXISTING
SOUD COVER I*xr TOP RAILS FOR SIDEWALLS
WITH MAX&V LOAD WIDTH SHALL
HAVE A MAXMUM UPRIGHT
SPACING AS FOLLOWS
EDGE BEAM TABLES: WIN619W HEADER TABLE. PAN ROOF.COMPOSITE PANEL
-1, \— (PAMNIALLI ENCLOSED)&2.5 OR HOST STRUCTURAL UPRIGHT
(PARTIALLY ENCLOSED)32
3= je&%MEO 33A FRAMING WIND ZONE MAX
SPACING
&&I,3-LZ 3.3.3 MA)aWMWID'rH. M"NgUM SHEETING: ONE (4)08 x UZI SALS.EACH SIDE J02 r4r a.
EDGE BEAM SPAN SogpaW ALUMINUM OR lir SOLID ROOF OF POST 10
cDARLYWOOO 20
om.
CHAR RAIL TABLES: CONVENTIONAL MOOG OR k I x2TOP RAIL FORSIDE 123
(PARTIALLY ENCLOSED)&M VARIES WALLS ONLY OR MK FRONT
ALUINIINUM WTH ALUMINUhl
WALL2
p4CLOSED 33A I / x2ATTACHEDTO, 140
ASMlNLm=- SIDEWf
ADDffK)NAL STUDS MAY BE 0Aw COIL FOR POSTWI*xl*xrANGLE I 5WD ca
0 2-0
O:U V
_4
28
F-77��
2
7 S
10
120
IL23
30
40
ISO IV-III
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INTERIOR BEAM TABLES: BRICK KNEEWALLTYPE S
EACH SIDE OF CONNECTING MORTAR REQUIRED FOR
ROOF PANEL 1-ijr x I-IX x ILOW ANGLE SCREENA VINYL ROOMS: ALTERNATE Cm*mnm(*
I[SEE SECTION'n 3.13 'SCREENM-ENCLOSUREF0jk LOAD BEARING BRICK WALL
> SEAMWTIHSCREWSAS ROOMS: NOW 4'(1NOMINAL)PATIO
SHOWN QLAS: INUCkOROTHEIt
0 1 (PARTIALLY ENCEOSM) STRUC7UkALkNEE COMCFtEMXMWSxG-
PRIMARY FRAMING SE.AM (EmcLOSED)3.3A llWIDEx0ATTHIOKf io x 10 WELDED VOW MESH
BEAMS MAY BE ANGLED FOR (SEE TABLE QEACHPOST.PROMPO
31F ICHORPERDETALFORPAN L12OR3.1.6) ;;;q ORFIBERMESHCONORETE
AW T FODTm'wjn#I0x"t
GABLED FRAMES owcowimm PANEL tam ocrm"m WITH INTERNAL. SAM MW To POST At4b
SCREW BOSSES MAY BE (l)lwXl-wTm3OoNTpa (1)050 BARSWIr COVER
F&R NUMBER OF BOLTS AND MINIMUM 08 SALS.x 3W LONG (TYPWAL)
SW OF POST(SEE TABLE&4) CONNWMVM(2) NUMBER REQUIRED EQUAL TO SLAB,ORPOCITI.ft
BEAM AND POST SIZES 010 x 141r IN'TERNALLY BEAM DEPTH IN INCHES BRI I CK WALL AND FOUNDA71ONEN S—CREEN WALLS.
I(SM TABLE 3A) 2"MOkY BE ATTACHED FOR L4-4 - - -1 � . I
SCALE:lir-1'-V 1--Or' (2)05 BAR CONT.
S&WEEN USING(1)
POST NOTMED TO SUIT #Wxi-Wr @IrFROMTOP BEAM To BEAM CONNECTION (1)#5 MR CONT. r-"T
BOTTOM AM 2C O.C. LmwK 3-1
SCAl r-1w �r AM
BEFORESLOPE !7-
SIDE NOTCH PC CARRIER BEAM CONNF—OON
NGTE:-ANGLE OR RECEIVING
SCAM r-1'4r CHIANNEL EXTRUSIONS WITH
INTEIItNALSORIEWBOSSES
7- — — — — — — MAY BE CONNECTED WITH INTERIOR BEAM TABLES: ir ir D
w (2)010 x 141r INTERNALLY SCREEN&V*M ROOMS, TYPE I '-TWE I TYPE III
Lu ROOF PANEL 3AJ STEEP SLOPE FOOTING w
� (SEE SECTION FLAT SLOPE I NO FO0JhNG MODERATE SLOPE FOOTING V-10" 20
> MINIMUM#8 SALS.x 314' GLASS ROOM, 32.3 Nom: 0-r I Ir r I Ir-1%10" z 0
LONG m*/sER REQUIRED (PARTIALLY ENCLOSED) i.THE FOUNDATIONS ambwN ARE BASED ON A MINIMUM SOL BEARING PRESSURE OF I-W PW-
EQUAL TO SEAM DEPTH MNCWSM)3.3A BEARING CAPACITY OftM SHALL BE VERIFIED.PRIOR TO PLACING THE SLAB.,BY FIELD SOL z
14V411 x I-W4*x 0.06r
RECEIVING CHANNEL THRU MPM PER DETAIL.FOR PAN IN INCHES TEST OR A SOILTESTIft LAB. -i c!)
BOLTED TO POST WITHHRU OW COMPOSITE PANEL 2.THE SLADFOUNDATICIjkli"ALL 13E CLEARED OF DEBRIS.RCrTS.AND COMPACTED PRIOR TO ui Ln
BOLTS FOR SIDE BEAM Of=- - - I PLACEMENT OF CONCIMM, H Do cl
(SEE TABLE 3.3 FOR NUMBER pjW NUMBIER OF BOLTS AM. NO FOOTING REQUIRft E)CEPTWHEN ADDRESSING EROSION UNM THE PROXCTION FROM > 0 U) -j w U.]
SILM OF POST(SEE TABLE 3.4) BEAM TO WALL CONNECTION: THE HOST mucTmwimciiDs mr-THEN A TYPE 11 FOOTING IS REQUIRED- SLABS SHALL BE A 0: LLI 0
OF BOLTS) M r xr xoMV O(TERNALLY MOUNTED ANGLESTO WOOD WALL WITH MINIMUM(2)30r x 2*LAO MINIMUM OF 34r.-(4-WOMINAL)THICK. im
SCREWS PER SIDE OR(2)VC x 2 IW CONCRETE ANCHORS TO CONCRETE OR MASONRY WALL ADD(1) 4.MONOLITHIC SOSS Aft FOOTINGS SKALL BE MINIMUM ZSW PSI CONCRE i r WITH 6 x 6-10 x 10 R < Q I z
ANCHOR PER SIDE FOR EACH pM:li OF BEAM DEPTH LARGER THAN r WELDED WIRE MESH Qk FIBER MESH MAYBE USED IN LIEU OF MESH. L) a 0
BEAM AM POST SIMS leir r MAY BE ATTACHED FOR KTamm(1)1-W�x i-3w x i-w x iff INTERNAL LLCHANNEL ATTACHED To WOOD WALL WITH 6.IF LOCAL BUILDING C0-VjES REQUIRE A MINIMUM FOOTING USE TYPE 9 FOOTING OR FOOTING 5 2 p
(SEE TABLE&4) efflUEN USING(l) MINIMUM(3)3/irxr LAG SCREWS PER SIDE OR(3)IWX 24W CONCRETE ANCHORS TO CONCRETE OR SECTIONS REM)IREDAW LOCAL CODE,LOCAL CODE GOVERNS. 0 r 0 Dc
x 1-lir a Ir FROM TOP MASONRY WALL ADD(1)ANCHOR PER SIDE FOR EACH INCH OF BEAM LARGER THAN 3" 2 _5 < W :
IWO BOTTOM AND 24-O.C. (SEE ADDITIONAL DEr?5k FOR STRUCTURES LOCATED IN ORANGE COUNTY.FL) Co LL 2 (n i
POST NOTCHED TO SUIT sEAM To WALL CONNECTION S.IF A CARRIER BEAM OlhfFOURTH WALL FRAME IS REQUIRED USE A TYPE 11 FOOTING MINIMUM.
13EAM cO@ffEcnON SLAB-FOOTING DETAILS
w 5
CENTER NOTCH POST TO CARRIER SCALE: r-1'4)" SCALE:10 114r It z 04
SCALE: r-1'4r BLOCK KNEE WALL MAY I& P.S.I.CONCRETE C.)
CONCRETE CAP BLOCK OR ADDED TO FOOTING OW& 2500
r x Ir x 0.072"x 0.224'BEAM SPECIFICATIONS THIS PAGrF,)
SHOWN ANCHOR ALUMINUM FRAME BLOCK(oPnONAL) 6 x 6-10 x 10 W.W.MESH OR
TO WALL ORSLAB WITH (1)#40 BAR CONTINUOUS FIBER MESH CONCRETE
WHEN FASTENING r x r IM'x2-IWMASONRY ALUMINUM UPRIGWT
THROUGH GUSSET PLATE
ANCHOR WITHIN r OF POST (1)#40 BAR AT CORNERS AND CONNECTION DETj%L (2)050 BARS CONT.Wl 7
0 i0'4rO.C.FIU.C;E3I AND (SEE PAGES 3 Ikt LAP 2V MIN. uj
MENDING PLATE >c KNOCKOUT BLOCKTOP
USE#10 x r(3)EACH MK AND 2ir O.C.MA)(JMUM W"81
�)c RIBBON OR MONOLITHIC COURSE WITH 3000 PSI PEA 34-- (L
>c ROCK COW-'DECI( 71r-
i-yr STRAP MADE FROM >C- >c-1 k>c >C 0 FOOTING(IF mo"oun-ac 9;0 Sd MIN.-,
k -)c-%c >C MAS IS USED SM NOTES OF 3.irr tz
REQUIRED GUSSET PLATE 0 k k DETAILS THIS FAGP MIN. c
MATERIAL -Wr OFF
-k>c 4ir (2)040 BARS UK 2
(SEE TAME FOR LENGTH AND >C k >C>C )c-1c frxiftWOLOCKWALL GROUND 6 MILVISOUEEN VAPOR
#OF SCREWS REQUIRED) >C>c>C>< >c >c IMAX 327) BARRIER IF AREA TO BE
>c>c J%c >C>c k KNEE WALL FOOTING FOR S CREENED OR GLASS ROOMS ENCLOSED C13
k 0 MIN. TERIAITE TREATMENT OVER
SCAM 1w l-w BM06W GGRADE 1 2 1
0 ALUMINUM ATTACHMENT MIN. UNDISTURBED OR
CONCRETEFILLEDBLOCK T'i COMPACTED SOL OF uj
N I 'i- STEM WALL Ir x r x lr CALM UNIFORM 96%RELATIVE
z x
jr 2 1 i0t-W (1)040 BAR CONTINUOUS DENSITY r3 0
1 2 f4r MINIMUM FOOTIN12 L FOR STRUCTURES—IN ORANGE COUNTY,
1 3 4!-(r (1)#50 VERT.BAR AT _&ET
ALL GUSSET PLATES SHALL CORNERS AND :8 1 13UILDINGS OVER 400-SQU—ARE FEET ONLY
BE A MINIMUM OF SD52 H-32 N W O.C.MAX FILL CE31 Wl scqE: Wr a 1*4r
ALLOY OR HAVE A MINIMUM >* 3000 PSI PEA ROCK NOTES:
YIELD STRENGTH OF 23 kd CONCRETE q ALL comEcrom T%IBLASS OR FOOTINGS SHOWN IN THIS SECT=MAY BE-um Wf THE
ABOVE POOTINCL
DEPTH OF BEAM ir x Ir CONCRETE FOOTING 2)KNEE WALL.DETAILS l"Y AM SE USED W1 THIS FCCITINM
ds DIAMEM OF SCREW VmmnBARCONT. 3)ALL APPLICABLE NOTIR TO KNEE WALL DETAILS OR CONNECTION DETAILS TO BE SUBSMTUTO'
w LOCATE ON UNDISTURBED SHALL BE COMPLIED Wilk
STW TAKE NATUIRAL SM
2& 2X& \
DOTING FOOT*ft NwommFoonik
NgEWMLS SHALL HAvEA FILLED CELLAND VERMALW OAMCONAM
r x ir x MW x 0.12(r #low I UDOM ALL MASONRY
UPRIGHT SHOWN 1.3-Ur CONCRETE SLAB 6 x a-10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE
VISOUEENVAPOR BARRIER UNDER SLABS 14AVING STMICTURES ABOVE COMPACTED CLEAN
FILL OVER(SCAMM)NATURAL,SOL 9D%Denny
L w I
f-3r I
- rM
I ar 1 2
3
Nom* NM 3W LONG 2.LOCAL OODE FOOTING REQLqREL*NTS SHALL BE USED IN LIEU OF THE MIIMIM FOOTINGS
-BARS
I"OUTER scREW POSITIONS FIRST UNM REQUIRED NUMBER OF gtoREWS IS ACHIEVED. SHOW ORANGE COUNTY FOOTINGS SHALL BE A MINIMUM OF lr x I r W M#W MIT 2)#5 BMW
(2)#5 BMW
it" I
2. SM TAME 1.6 FOR SCREW &NUMBER. FMSTfd=TURESjSUILD*IGSOV`ER4W&F- E)aSTIN0
& GUSSET PLATES AM REQUIlRED ON ALL BEAM r x r Am LARGER. r EMBEDMENT.2F MIN.t&p
4. scREW PATTERN LAYOUTWSPACING BETWEEN SCREWS MFATMWM MW"is RAISED PATIO FOOTIN TYPICAL CONNfCTM OF PROPOSED FOOTING TO EXISTING FOOTING
KNEE wALL FOOTING FOR SCREENED OR GLASS 400 SQUARE FEET ONLY
ALLOWED SO THAT EQUAL SPACING IS ACHIEVED. ROOMS REQUIRED FOR ,�uCTURES I BUILDINGS
GUSSET pLATE_SCREW PATTERN FOR BEAM TO GUS CIAT—E CONNECTION 0F
.1 SCALE 1/4' 1*4r
SCALE Vr
SCALE-r-1'Cr
3
A4 I'll
UNMM LOAD lrsbku Sdo"Of Pod to SO=She=W*UmbW*fThm DOM Re*drod
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am
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-- I r*
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rxomrXL30r rxwxo.12r rxrx O."r 4 3 rx4rX x
fit I I X0.100' 0014 1
lrx*ArxL3W mow I
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seam "ex0.0wxo.lolr 1 4 lrx
A B C A D FXOAWXO.iw
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sm.m. xCAWxO.127. 5 1 rxrxoAwxaur
x
2 SPAN 3 SPAN oflivuballelopm) --E a iFxFx0.0Wx4LtWI
UNFOM LOAD
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x g3x lr M 3
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NOTES:
1)1-Span Lwvth 5�- z
Zoo —
&,Overhang;Lagm
0 w
2)AN Wwo listed in to lables;am for equally spaced datwxm bqhvew supports or andW pointL Ui —
3)Hollow oftalorm shell not be spliced.
4)Sk&span bearm sliall only be I at Itm quarter points and splices sW be aWgpf8& ED cc,
vq
SPAN EXAMPLES FOR SECTION 3 TABLES 0 0 W
SCALE. N.T.S.
U.
z
w
=) CD
w
0
PM L)
64
DaML)
T--C(1.67
B(1.33 L) <
A(0.67 Q
I f
w
Cm
AUOWABLE BEAM SPUCE LOCATIONS
SCALE.FLT.S.
SINGLE SPAN BEAM SPLICE d-HaG)WOFBEM
a 114 POINT OF BEAM SPAN SEW SFRWCE SHALL BE
m
ALL SPLICES SHALL BE Xv
STAGGERED ON EACH Tr-d-JAWWV dW Uj a 0
SIDE OF SELF MATING BEAM
L
PLATE To to . . . . . .
25
THICKNESS AS BI
PLATE CAN BE RdSvE OR 0
OUTSIDE BEAM OR LAP CUT . . . . . .
d
DENOTES SCREW PATTERN
NOT NUMBER OF SCREM
FASTENER WX NULUM HEIGHT2Z#4d-MjLENM
AND MPACM M TAM I A '7
Sale 4116 -Toe~
0.19 vw
021 rxjrx0A?rxo2w Ur.
0,14 or VV r x r x 0 w r z a 2 w t—1 m
&W 0.30 an Iff.
M 2,xlwxomrx vr
R I Is @@add* WIDL
TYPML BEM SPUCE DETAIL
SCAM
OF
Table M.1410 Allowable Edge Soani Span.HOUM Exbvsiom TableM.1430 Allow"Edge Sum Spans-HollowExVistione
For Semen or Vkril R,- For Samen or WWI Rconss Table 3.1.2-120 AllownWokAge Bases Spe," Snap Secftm
For 3 99COnd wind gust at I 10 UM vWochr.using design bW of 20 WSF(36 OMF fW&Uv-C-0-0 For3 — wind"0441MO MPH VOIOW,Using design load OIZYNSF(50 NSF f*rMwL Cantilever) For 3 - wind VkW Roonis
AlurrAnwo SMT4 UPHvdm*r.uoft,- 1, IoSdof23MSF(43#1$Ffbr&haLCSSM*vw)
x x9mc rxrxe Akmftm
LOW IMIWMML W1 x
Wer'll qmq Nn LaW am vi Lead U Nn LOW WI(bandhosWer V1 LOW, rxrxo Mrsnas
118,211per 3ften 1 48M SUM WkNhP4 &1" 111110111 Pj VwddkcgmW LoW MUL *lOwndeaVerd I P"-iV
COMIN IA2 3 4*" 3ftes ' 41W MOL WAWd1h MML Milk P)
COM 39PW 411pen lCwdftm SOM 11011111111 Aim
W-C d F-r d I W-r b 1161' d W4r d V-4r d 6 I%r d 5 48pan Ir I A221iss 3111peft 1 4%-
b F4r-b 77 F-d S V-11* IN Vr d I
'r-I* d V-11* b 14W b Nr d --i- W-4- d W-F d & V-r b -F-1-- b -F-Tr-d 6 4*V b 4r-r b q-111 f4W-b I T-r d I W-C 0 'r4r b I r-V b I Nr d
S-Ir d V-r b I- 6 b I%I* d r4r b W-r b ,
W4r b &-fr-d 7 4�-r d IV, ' b 6 d 7 7-11- b -f--Wb -e-Wd 7 a 7-1-1- d I'-W d'
d r-r b I lv_r h -V d a V-11* dl * h b W-Ir d 444-* b 41-P 6 7 -
9 T-r d 4!4r bi b V-1f d XW b V-r b 9-ir d I r4r r-ir b v-ur d- 'r-Wr d 4r4rr 'r-ir b V-V d 7 W4r A 941' 6 W-r b VC d
-V-11- h V-IW d o V-Iir-- f4r b 3*4r 6 W-C b V4r d 1 9 4r-r b 9-11' d a V4r d C-11 IS W-111 b 11.4* d
IS SW b Sr-10' b I WO b TO b 7W b a d W-19- d 4%V f-C.b V-Ii* d
V-1-1rd is r-r d I 'r-r b V-111' d Is " b " b " d I Is 3�r b V4r b U-1ir d 10 TWr d V-r b V-4r b V-r b _TF-d
-V�r b 74r b X-V b W-Ur d III T-r d 1 3*11* 1111 11 b "0' d 11 " b " b 94r d II VW b -F-4-2'--b I V-r d 11 d 4!-r C-I' b OP-11' d Is f-iV b V-r b. " b I'TdA
12 3'1* b 3r b I T-r b W-IW d 12 b V-IV d 12 34r 6 r-11" b W-W d 12 - 7-ir b Cf-I0` d II f-r b VZ b V-7 b JT d
r -F-F-b V4r d 12 3Wr b V-11* r4r 71-0b
Lead RMIMML Vtow�Vor VMr ddleeften Nn x x b -Cr d 12 r4r b r-ii* b
V1 Land M10L 1:1(bandkic Vr Or Load VIII -'VOr-0 19, In Lood VIVamOnnWordeftectionNn Low W or dedectIon W
"141111 M4 MISIOL WMM.P4 Aim- Wokawt Oppi i
1&2 3 Spen I sp- I , I A 2 3Pwj 3 spwt 4*- 3 Spes 4"M 3 11pove 411pon UM WIM IN
W-11* d V-I* d 2MY-vid -- - COMB~ 1&2 41psn MWL
d -I%r d 1 9 V-r d ;V-10' d d 5 W4r 4 F-F b It-11 d I d W-C d 1r d-
'r-r d V4r d . d V-T d a r-11' d W-11" d V-11" d
V4r b 1r d 6 SW d W-V d VW b --4'--lrb I%W d V-17 d V-I(r b T-r d 4 -r-W d
4W d v4r d -4--1t--d -F.F-d 4 1r-r d T-11r d
d V-r d 7 V-1111 d "-b _FF-b 71-1- d 7 *r d V-r d SW-h d 7 4W d S._r
4'-r d V-I' b W b 11 1*
M-11 I- D I'4r d a 44r d -F--1F-d V. k 17-d -8 T-T7-1r--dl V-V b *.r b 01-11- d I 4W d " b'-- V4r d
-7 7--urb b Ir-r d 4--r 6 4W b W-11- d V-I* b 14r d a 'r-(r d -V
W-F - - 4%.r b V-11' d -I -FF-d . 9 1 r4r 6 1 9 V-r d C-11* b - '-'* d 1*4r d
It Frr d 'Fr b -W-V b U-11' d Is 4W d F-W d -F-r-d Is- V-1ir b T-W b U-10' d 4W b 9-11' d 9 V-111 d- Vr N11=d I-r d
I I - IS 1 7-11* d -7-F-6 W-111 d Is 3W 414r
-W-10' d V-4- b -4--r b W-11' d -11 4�-W d W-r b b -FW-d II 3%V b 'r-v d T-W d
12 74r 4 4*-r b 4!-1* b V-11' d 12 4%r d W-11- b -F4-rd 12 1 V-C b I " b 1 &.10' d 11 L-�-I(r d b -,r4, b U-1 1- 11 74r V4r 4-r d r4r d
7'x3'x - ------12' L-7-r b I T-r b V-V b V-I(r d 12 V-r b V-IP d 1 12 1 Y4r 4W 4W d 4W A
CxG MV-- Mr-
Load WMOL Opm V I fbwWkw Ww-dw6.m-%n -x - r I'A -
WkSh Pj LOW MOL V/ *WI Lood I '10mdhmWw Nn EWU ILI I V or delbegan V1
4 Span Alm Who Alm WMIhM4 �NW 1.Above span do nct��MnL%annee
Ig
2 j L4%W b
FA-24P-.7 .1 tbwK%m
1&2$pw 3 Opm I&2sP-1 331- 4 fpn 3n 4 Spm I VAL WSW- br=&Add''' Irm uF I# Io cwdw d brow 10 Sam
5 sap" 4 Span Code- 3 Spen I
V-r d r-C b I r-1- b I V-rd V.r
6--r 41 " b MV-1- b I I'-C d 5 1
--- r-I1* d 9:4w--b rr b r-11- d I r-r b Rr b 74F b f-W71
6 5W d V4r b I W-W b -!W-d 9 r-r d V-10P d 6 ; -
W-r IS V4r b W-r b I I-r d 6 -r-C b r-l' b IW d z 0
d
d
7 V4r d fr�2' b 1-5ri-F-b -7-4�d _7 r-111 b r- 0
V' V-r d I b W-r b I- V-1- b V4r b F-F. b F-F d' 0 0 z
7
b
It.1'r f-r b r-V b b a r4r b V-j1r I d I V-r b Ir-C b -r b
b V4 b U) 55 CD 0 W
---17-d -9 V'-r b a-11" b 9 4%r b 77-b r-r b I V-1- d 9 5W b UDW&M%r Seeni Spam Snap Staborn
Itr b b d r4r d Table M.2-1130 A
9-11' b Edo U1 Z F=
SW b VW d For Scm%or MWO Room
4'-Il* b i%r d 1 10 FiF b F-F b b d Is 3P-11- b' 4qr -L-7-r--brlv-'.I' d 10 W-11 b v4r-b r4r b -r-V d For 3 secced wind gust at IM MpH vqjM*r
I_
F-b z 0 a -
D 1 W-6 d I I b W-C b b 114cr d using design I"d of 27#13F(50 MW fur MM CanL%vw)
X-tir b I V-r d F-r b 1 1 <
b d
4%T b V-V b I 41-77'-b III- d 12 ANW SM T4 > 0) -1 W
N 0
F-W b V4-Wr b 6- b V-r d 12 bI -4r'-1 V-11' b I V-11* d W-71 0 W-4r b I IW d Z"Nrxo Dwz� LLJ-
LOSS AIM SO"V I x XG. D M cf)
sp-do not kckWe WQM of kn-brom Acid hmtwft doWm ftm qxVj to cwdm of W"le save 1.Abovesponsdon-Finch,4-1 v 4W�Wsi�,Add-, Sws Wer N -N, Nn Lmd. INIUMMML WifbwWIMVor 14n in a
1.Ab I LPIUM to MW of bra, OM a Z
awanclon to ft sban qws for k"b�opw& O"mcbm 10 218 ap�for WW bown Spew I A 2 sp-i 3 spa% WId1h OW 1&2 MWL
2.31-nny be hOrpobbst 2-apsnanny be' 011mig 3 open 1 4 SM cWvdkvW C'q 0
a C-W d W4r W-C b V-I' d 5 4r4r d r-l' b I r-i(r b I%V d 00 :c P I
6 V-T d V-I* W-11' b IW d I V4r. d V-r b C-r b 1%C d D R F.) L)
7 W-11' d ' 0: 0 R LLJ
W4r b W-11' d 7 d SW b V-10' b V-C d
I T-IW d V-W V-r b U-ill d a b V-r b W-r b Vr d
TableM.1420 Allowable Edge Sears$pan.Hollow E*Vslons Table3AZI10 Allowable Ed"SOMIn Spans-Snap Secdons 9 2F CO LL
WIZ W d 4�r 7-11' b V-11'
I _g - 34r d S 4�4r b V4� b -V-I* b T-r d
For 3 second gua at i2o For Screen or%W Roorns IS ILSP b W-11 - 2
MPH V*IQCW,using design load of 23 WSF(43 WSF kMM-Cwdft-d For 3 second wind gust @d 110 UpH vglocitr 7 b 0- Is 4,4r b v4r b 4!-I(r b W
Abay GM T4 Using design load of 20 WSF(36 WSF for Max.Cantileim) 11 3W b W X-r b I d W
AJhwsMT4 Irr b 740- d b 4'4r b 44r h
1 rx Zx 0 D44' -2,x Z"x G.OW 12 7-7 b 1 7-7 12 1 4-4- b 4--r b V-I, d C14
Law MMLSW-VI V or deracUm NM Load MOLS V1PMnW*1nWW- V1 Lem AUX. 2" VX4�x--
W1411h Mj Open 4-,-- f cafvAnw Wor'R '6 'On Lead IAIUL V:I W or deftcdw*cn Lood MOL IVL;l V W
MOL W�filkfttah D
1&28p�! 3 a- I M- wwth(ftj I&-28pwj 35W 4 41�W RML ww"P4 1&2 40 3$W 48pon 1 2 341W 48p- &2spw h1ML
s W--rd 6-1 Cdp�w --- Cmndl�, WAth OW 1 1 4 Span
Vr d 5 V-r d 64r
7-11' d W-r b I !L A_ Fr d 5 'MI* d V-I* d W-r d 1; V-r d S fr-r d W-r d 7'-Il' b I V-r d 5 r-r d V4r d 1'-I(r d <
3*4r d 4�x b-T 4-W b 9-11' d a Ir-r d V-V-b V4r d 9 W4r d &-r-d W-r b -;"7-d I V-7 d r4r b r-V b 11%r d. I 'r-r d
W-r d W-1- b- 9-il' d 7 V-11* d 4W b V-11* d 7 W4r d -04�d -" b iP*-Ir* d 7 V-Ii' d V-11' b " b 1'-W d 7 7.1 r d 1. Ir-C 1r d
--EELAJ,� V-10' d 3r d *-C b 7-1-rd IS 4?-r d V-r b '-Z-1-1r- b v4r d 9 SW d I V4r I'S' d
3W b V4r h I N-w b - V-r b ff-4' b IW d
01-W-d I 1r-r d 41-1*-9r, W-W d 9 T-IW d 4W W-1 1*-r d
W-1 - 4?-1* d 4*IV b 041' b U-11" d- a V-W d Fr b -F I I-- b 7-C d z4r d' 4r-r I%W d
ie T-r b 7-7--b F-W-W b v-ur-d -10 V4r b 3MI-W, W-I d le T-li* d W-r b 4V-V b IMP d 1 10 1 V�r b W-Ur e4r d
11 3*-W b b fV4r b I'V; d
W-W b T-r b W-r d 3,r::d 'r-W �z cm
11 7 Y4r b V d 11 T-Or d 4C b OW b OR-11' d V-11' b " b 1 V-W b _y-7 fl 'r-r
Kv 11 i f-W b W-C b I V4- b -r d
12 Z-il* b b Y-r V-Ir d 12 3'-- b I T-r b W-Ir d 12 d 4*7 b Wmr b q
rx-rxo r*x4,x W-11' d 12 (0 V)
LMW Afkax V I fbwm*w W awr § IL, .0
Nn Load 11sx4oftVID, I -Wer'N
1&2 Opm S apm 4 wkm - 1.Abwo spow dd not kmktdo fw4ojer b%,bW&Add- dWhW"Sum uprvt b cNAN or bmes to b� (D
Cadl- 1&28P@� 33pm 48011 VAN(VMR44 A 2 111PSOU 3 Span 4 Spen ammodion to Me Om sWu farOMW- SpwL
- -r= r-r d' 2.Spwo nay be
s 4-r d cr 1 W-1 b 1r d 5 SW d I W-r d V:ra=-- S V4' d I f-I' d #%-r d C
o 4W d V4r d VW- b V-11 if-# IMP d V-r d V-7 d 6 4!4r d- V4r d W-W d V-11' d-1 0)
7 W-7 d V-1' b C-1 I' b Nr d 7 4*-r d V-Ifr d W-11 I%r d 7 4W d SW d W-r d v-iir d I
I 4'-Cr d r4r b 4-r b 94 I�-d d F-r d Vr d a 4%r d INT d INC d
W7
43d4 1 d tg,
4r
3'4r d
I&2 lop.
W4r d "4 Vr d
5_
r b r
I.
'? b
V-11' d 'r4r h f-V b W-11' d I Ir-c d V-C b V-I' d' d v4r d -F-i- d Uj z
=__ Nr d 00
Is r4r d ZF--b -4'r b 9-11* d 1 19 Wr V-I' b 'r-I I'4r d Is W-Ur d V-11' d Vr If 0 M
III 3W d I V-1- b Y-11' b E- d jj� V-Ilr b WN-r W-11' d II T-W d -4rd -7-Fr-d V-r d LL
-r-1V b 1-01 '.' 01 IV d % I P
12 V4r b %� I a4%4Wrb V4r d 1r d
3W b -W d 1 12 , % - 11
RNW- I " 4%V 112 c
LMMI IMML VI(b NOW
Over LOW MIRML am v I v I Abmw spons A,not In g6&' mt it kme bram Add'
WM%P4- -- ' I' , Sew fg- 10 GOON of brace bmn
WAS,w 1&2 Iipw 3 Open 44pff COmOcOon 10 Vis abow OWN for kW bum
1&2*pwl 3apm sp- lc=J'" 2.Spmemsy be k*arpokbcL i3!V d�
V-Ur d W-I(r b IY-7' b I1.r d 5 r-r d V-r b V-10P d
8 V4r d W-7-V r-W
7 -- SW b 11 C it -- r-Ir b Nr Nr d
" b -V4r b V-r b Ilr d 7 vr b r-c b r-r 'r4r d
Ir b W-W b w-z"
8 41-1 -b Fr d -8 –F-F—b -71-trb I%r d
8 -7--r-b -F-rb 4-41- b 9 -TfF--IfVrb -7F-f-b� 114r. d
O�r b 9-1
10 1 C-4- b' 47-10. b 1-0 b t
XF b r b 'r-W b -jrj- d 'I b 7-10b v4r I%V d I
r-11- b -V-V b r-r b -V-V-d 1-2 -FF'-b -F-F-b v4r I*C d
i.AbvvvspsncdondhckjftkrV&Ofkn"h� A,4dh,ft,nW&ftr"ftm
to to ebm I
for kft been opw&
7-Siww-y be korpokft&
�H;
API
OF
j
----------
Table 3.11-1-110 Allowable Sam Spans for Miscellaneous Framing Beams ffRr Screen Or VW ROO" TaW3.IA-110 Allowable Spans for Ridge Boom with$olf Mating Beents Table 3.1.5 or Heleder Spans
For 3 soccuod wind gust at 110 MPH velocftr,&left design lo&dW 20*SF For Screw Rooms;or Vinyl Room For
AlumboanAllay9*1131T.4 For 3 second wind gust at 110 MPH vokmW,Using design load of 20#/SF
HONOWWW Tributary LA)ad Wkfth Aluminum
Stove sou4to6v Booed, r4r 1 7-C 1 T-r 4*.r X-r W-r I r4- W-r I W-C I r-r I r-r I 9%r I TmmftryLmwvaftw. For 3 second Wind at AWN yelockr,using design load of 11 WSF
spmvl InNo V gap- am ounins secdoes -r I I r-C P" I I
r Width W-Partin
r xr x oAw Hosoar W-r d W-7 d r-11' d r4r ;1!�r di r-r A r-i' bi 0-17 W BPMVI War W Lmnboy� I
IIY4r A ly-W d C-11' d W4r Ir-r 1 1-17- 40"r4-
rxCxL@44x4LIOr IU-1I* bi 111-11* b OW b -Wor b V-- b r4r b r-r b r-1*
rxrxLOWilollo- 17-11*di Ir-r d 1V4r d 11'4r d I d IOPLW d ly-11-U, Will A V-r A r-r oil W-itr*W fr4®r b,
-i- -I* A?,-,tr a r-r A r-r 13t-r b IZ4" b
F-F d V-- d FW-d r d-aw A r rxrxLOW FROMM b W-r b r-r bi rWr C-11* 1 W-4rr " lol W-r
rxrxL*wxluor 11r-r di IOPV d 7-11- d rxrxL*WxLiOr 11'r b IV-r b IW-I" b Ir-r b INr b f-W b ANOW@bk 1101111111 W I bese"V W 0 W
rxrxoAsrxLlor 17-1(r di isw of 17-C d w-ur d IIW d 10'11-d IV-r d--v4* d 10-1 r-r 1W rxrxL$Srx@.12r 1f4r b W-C b IW-r b 12-r b IV-r b IVA' b- IOP-r b 17-1. rxrxOAW r-r b b W-11* b f4r b
rxrxL*WxO.12r IW-r di wx d 14W d iv-icr d 13W d W-10'd 17-W d rxrxemrxO.12r 1r4r b W-I* b 14*-Ir to 13'414 b I" b 174r b b 11*-W W r4r b V-11*b b r-11* W41` b
V dl ilAr d I 1*4r dl 1r-r 49 IV-1irl rxrxOA4r jEW-b 1W-W W-W b W-7 b W-W bi W-C b r-I1*b r4r 'r-W b r-r b I
rxrxLO5VxLl2r I'V-r ol Ir-4C d 16`W d 15W d 15*.r d Ir-r d 1,V-r d 13W d IT-I' oil Ir-W di 1741* x x Lnr ad Inert 234r b 21*W b 19`40` b ir-r b ir-r b ir-r b IST,ir 1&-r bi s"xrxLgTr -IZW-d-7---d IFT d 10'-11*-b iff-W bl r-11'b W4r b W-r -b 4r-IV b S`4r b-
rxrxomr- 2r-4C" 2W-11*d 11r-11*d IVA* d IV4- d I r4r d-77r--rd d d IT-10* Wr rxrxL$7rx#Mr 2Z-Itr b W-I(r b 19'r b vmr b IV-11' b IVW b IT-C b 14 fl4rb rxrxsmr luallow 7 i 74-r--b 7 FW-b IW-r b Ir-10" VW b 1r-11*b V4r b W-C b W-l'
r
rxrxf.17rxC.22,r W-V b 2r-r b W-11' b 19`4r b IV-r b IrLr b IW-r b IF 7Z=1- b IT-7 b 1r.r IZ4)'b 11-4r b I WF-b 104r b IV
r x r x 41.07R.W- 27-1(r d 21'4r dl W-r d IW-r d Ilr-10*d 1 lr-r d ITr-r d - 1 - - 2-x4-XO"r Hallow �b-IF-1--b -T W
rxrxo.o?rxojw 2F-I* 2 rxrx&Alrx*.3ir 2r-1" b 'r I" b llr-r b 1r4r b rxrx*Aw SJW ., 2PM;-b- -I-- -ff.- -47 b If-T b Ir-W b I1r4r b IW-W b lf�F b W-11'
d d I 'r 1FO b W b 19
'r 22W di 21-r di 2[r-r di lir-I r di I r x W x LOW a 4-101 3r-r bl N b Wr- t 21.1 2117 11 23'-V b121"11- b 1 21--1- b rxCx*AW SA.S. --r b W-r IW-T b I1r-W b Ir4r b ir-l' b 16W
ZW-W 0 bf
rxrxL0a-Lx§3W 14r dl 2X-r �j ZZ di 2V-W d 20-or dill b 2rr bg 21
3,., 1
31', r_,1 _1_ _ _ ICY
rxl*'xLOWX03W -r d 2W-W Holm rxrxiW WMP -W b! W-r b O'Z b 8!4r i7 b 7-11-b -F b
1.Olm R==The addlion of durelaum h--i Whrodows with glass Parma OW we 19 4 to 110 WLPA whal load rxrxLOW . I
b b
b " b Ir-l'
bi 174-bl IZ-W 19-r W4r
ributory ad VVkfth ro**--6 10 the above qxWd ohm tiesbagil sollWaddlooelfravik knot nqukv& rxrxomr I b 12 11
Trmutwy W-4- b IT-r 17-Il'bl 17W II'-II"b ll*-WC b 11'-I-
Double SeV-MWkv B� 2*-r I W-r I Tr 4,.r 4-4r V4- 1 r4" Z Tobin mume extrusion OvAhlowadrudooidboxisla to q)pNod bed. For 3&sea"Wo- 13#W
Lead Width W-Partin Soodas
d 21Y-I 2(r-V secdoas
rxrxoATrxe2w f dj 2r.1- di 25--r di Mr di 23--r 17� Fr F41r I FF 13M I F-F I rr
rxrxo.o?rxo2w r d dl 2r-7 dl 27--V di 2F-11-di 2F-I dj zr-11-d Zr-V!I 21-41-!j 21'-V d JAUI*, - NoW W I V or do"DoNOW111-
3-ffl-
1, 2. b
3T
]-r d� 3,1'4r di W-1- dl 2r-V dj Zr4r dl 2WIr-W di 2--j(r d 24W b W.W bl-JRM*,M r-V b " bi V-W b V-I* I W-11 b 5W b,
r x r x Lear x 9-1%v , W., 127-10' 2Y-4*!I 2r-W d Table&1A.120 Allowable Spans for Ridge Beam witti Self Mating Beam rxrxoAw "allow 2
rxiO*xQ,O9WrxOJfWr W� d 37r-l' di 3Y-3* di 3Y4r di 3r-W di 31--r di W4--11 di 2r-11"di 2r-4'c
,4 W4r of f4r bi ir-r b r4r b b r4r W-r b V-11* b
3"x lr-r bl W-11-b V4r b V4)' r4r b r4" b r-i' bf W-
For Semen Room*or Vinyl Rooma r x LOW Hollow IMWb IV b fr-r b
Note: For 3 second wind gust at 120 MPH vsk"W,usling design load of 23 OISF
1.It le.scoi-ae MdlnmQbwmboomoukodon"m*colwwmnbw.L boo fludainamoret4le"417 11W bi 11y4r b Iff-l' b W-r b W-r b OW to W-W bi T-1- b r-I(r b, ad D
2.Spore ore bond an 110 ALPJ-L WkW bed pke dead load for firowntroo. b 11-`11- 1 11---b ICr-r b W-11- b ly-C W-l' bAt-W bi f-W b W-r b z
seraka"Soadom W-W F-F-T ir"�%" TAW b Ir-1I*b IZ-r b I V-r b IV-W b 1V-r b�-IllgigigB lr4r b-T4-rb CI) < W
3.&Wk kamomilaid, �9� lobacaorwallomwiscuorL I,*r x 0.014' SJAAJL -2F-1--b We`b-fr--rb IW4r b IF-C b 14'4r bf 14*-r b IT4r b
4.Above oporm do not k%kW@ length of lam' Addialm Allowable V1, a-V -N ", W
rx,rxQ.o44xG,IW 101,r b 9`-C b I lr4r b ly-I* b I r-r-b r-r b 9-11' b W-r b rxrxoAw SAJL b-ff-----b-W4-r-h-Tf-r-b-TV-r-b 1r4r b IF-11*b Ilr-r b I b 19-r
bow sp�. rxrxQAW 1 b-F--rb 711-b-W-b 7-1r-b-7-r-b-77-b b z 0
174� - b-Tr-r--b 71-r-b-fC-'4r--b IVjF b -r b 4 R �j
5.Sp-maybe irterpolohod. rxrxLoWx4LIor 174r b 11'4r bi 1(y4r b W-11* b 1y4* b W-41.1' b r4r b W-r b rxrxoAw. snap 1 7- r 0 z
rxrx*AWxoi2r W-r b W-C b to 11-r b 10-11' b 19-C b W-10' b W-W b rxcxoo4r " F:-I'l V 'FZ1 b 6*4' b Cl)
Table 3.11.1-120 Allowable Sown Spans for Miscellaneous Framing Beams fW Screen Or VW Room rxrx&*WxLl2r IV-V b 164r b 13*-Il' b 13'4r b I" to 11'4r b 11%1' b IV-r b I b-M-ir-b W-W bi 177 b,ir-ir b 11-41-b 11W bi .7-7 0 W
For3 - Wind gust at 120 MPH valloctir,usling design ba"23 WSF For 3 second wind gu at MPH v*WW,using design >- - Ui z P -1
Alumblum Alloy GM T4 r r x LOW ad frosert 21*11' b IV-11' b 1lr4r b Ir4l� b 194' b I" b W-r b IV-r b I Tributary Lead Width W-lourlin z 0 M
r x r x 1SW x 0-224" 21*r b igr-r b ir-11' b If-10' b 15'1(r b I",b W-C b IW4r bi
Load IW-W IV b W LLI
rxrx*ATrxGM4" 2Y-I' b 2T-r b b If-r b 1r-r b If-f b ISW b W- r T W-r r_r I W-r I r-r I W-C I r4r I r4-
Hollow oraf I r, 5; 0 W
Ongle Self4keel;boom r4- I T-r I W-r I 4--V 1 C4- 6--c- I V4rr 3r-r I W-C I r-r I r4r I r---r rxrxoAsrxojir 1 W4' b 2T-I' b 21*-W b W.1r Ir-4ilrr b Ir-11' b ir-v b W-C b Al Holoht W I bendleo'b or I N IN, W M
b b1l Hollow V -1i" bl W-r b " bi W-11- b F4r b V4r b F-7 b W-1- b
A"JN SPMVI W rx1rxa.OWxO-V" W-V b, 2, b I 21--r b 2'xrxS.GW-= b r-r b V C) CV)
Holkyo
r x 4'x OJW Holow Ir-r d r W 0
W-11'd V-r d F-r d r-l(r d -r d r-4" d jr�l- b C-10-b W-r b W4* b W-r b MIW--b ir-r b r-r b r-T b W-Ur b W4r b 6*,r b 6-1 V b V41" b 5*-r-b < 2 z
Not= 3-x r7-Cowmanow oMr-- -8-4- b r-11* b r4r b rZ b V-I(r b V-r b C-C b 0'-I' b
b
rx5'xGAWHoNo%r 17-4"d il'-r d 11-V d IV-r d 19-l'd lr4r d-FF-d- d 8--11-b lr-r b W4� b Ir-l- b 8--11-b
-- - r-r d r-r d r-W d r-r b 1.Glen Roome:The addilim of slumireare him. whWom with 91fte I tedaral 19 to 120 M.P.K wind load rxrx*-Q?r Hollow r 0
r x 4"x OA44'x 0,100" IW4*d i(Y4)'d ir-ir d W-1' d lr4r d VO d 8'-- d ::_11d -EN' b 1IY4r b 7-11* b lr-r b V-11' b F-r b V-- b T-W b r-W b 7-r b
0
Z"xr
rxS"XOMVxO.10r IT-7 d IZW d ll*-10*d 114'd 10'-I -trI(r d W-r d V-C d W-r 4 V-11"b m*kwwb to dw above we4td etaw irx:renoo#*aborod ecewodmonafRw.&h la not mF*O& 120--b I V-I b lop-C C-17 b W-r b 8`-- b r-IQ` b r-r b
O*d IW.V d 1(r-r d Z Tobin mum exholon cdordedwith kvVormdrusion A.W41010,11OW"toappiledlOO& 2'x 4'x 0.05r Hollow 1. 1 Q 0 it 0 W
11'W d 13�Ff b j1,7-1 V b 17-l'b 11*41 b IV-r b 17-r b Or-Ur b W-r 9-1' b W-10' b W
r x ir x SAW x 0.120" 15'4r d 14*-r d 17-1(r d 13'-r d IZ-V d IX-T d 11--11-d 1�r d W-Wd 1014r b 10`4"b &Sparo may be irteMololod. rxrxo < _j <
12'.10-d 17-W b 174r b Mr b ASr S-M-13- 2CFU- b IV-8- b ir-r-b-TW-r b -W b 14-41-b 14--7 b 17-r b 13'-r b IX-r b
rxrxcAwxo.12r Ir-7'd 11r.r d 16-r d 15.1'd 14--r d 13--il-d 13-4r d 17---d Cn U- CO
I-F-7-- 7- -1'F 9-1" d-UW-d-W-F-d 2"x r x Omr &U.S. 22Z-R'-b 2(y-r b-W-4� b If--rb Ir-7 b W-W b 15W b 15'-,2-* b W. I W.1-- b
rxrxo&w w5wart 17 d 2F4 d IWV d IW-Z d Ir4r d IV-11*d IV4- d :I V d !V-r d I
Urd d 15Y trT b ir-F-b
2"x r x oAw b -W b 4r W
! bi jrT �j F-W b
-r d. 174r d. lir 2"xrxoow bi r ,_J; b 8--1- F7 b
rx8"xU7rxC� 21*- 0'd, I d Ir-II'd Ir-C d 11977-17E-4 10-d IE 15�7 d 10-11rd W4r bi W4 b b
Table&IA-130 Allowable Spans for Ridge Beam with Solf Mating Beams F 0
rxq,xoA ! W
X:Z I 1� *
?r _11 2z4r d 1 21'-5'd I 2(r-8*d lw4r di IW-O'di j:-x4'xO."r SnaP I �27A- bi 13'.11'bi ixo*bi iz4, bl w4r bf iii" bi iva- bi IV-1r hs V-1u, h W-�r Z
7 ......
lir! I ON Orld For Semen Room or Vinyl Roome
r x 0'x LOW di 23W dl 2Z-r di 21--r di 21Y-r dl vr-r dl Notes:
rxlrxG.*Wx@-Mr 12V.I(rdl 2V.V d I 2W-r d I For 3 second wind gust at 1130 MPH veloc*using design food of 27 WSF
2V-V d I 2,V-W d 1 23.8'd I 2(r-r d 1.AbO-Ilp-do not lr-tx!%r'length of WM brace. Add horizontal!distimoo from upright to center d hmos to beam
TV�!?V_d* InW C-*Cti-to ft above SPOWfor total beam opens -j
TrUoulary,Load Wkith sell News secdoem F-C I W-r I , rT P� 1 1 2- Spent may be 1OWPOIWOOd. <
Double 1110"140111 BOOM r-r I r-r I W-r I 4--r I r4r I V-r I r-r X-C` I r-r I r-r I r4r I r-r Allowable -V I beedbw W deft 11, W
Allowable Sw V I be 'b r x C x LG"x 6.1or " b Ir-r b r-11' b r-V b r-W b W-r b 1r-4" bi V-I* b
2'xrx*.07rxLZW 27'4r d 25'-Ilr d 24%r d 1 23--W d 1 22--7-d I 21'-I(r d ._F-�d *W2 Id IWA V d I IW4r d I rxrx*.*Wx0.I0r 11'4r b ICy4r b W-10' b FF T-W-r- b V-r b r-10' b r-r b
2,xrxLU7rx 2,r-IU`dj 27-11-d 23--r 2Z- .1 7A'-Il'dl 21'-W di dj 04F rxirzLosrXL12r 1T4r b IT C b 11W b -19-r b I1Y-1' b r-er b ly-I" b F-r b
saw d 2ir-11- 25.10-di d I W-I V
2"xrxCAWxL30r W--d 2V4r d I Zr-r d I 21r-W d I 2V4r d d - -II'd I 27-C d I 27-r d I ZZT dl 21W d rx'rxLOSrxS.12r 15'r b 1Y-l(r b ir-i(r b 17-V b 11%4" b iV4r b I(r-r b 7-10' b Uj
rxlrxa xsJW Sr-r di W-r di W-,-al U
d I W-r d I W-I*di 25W d r x 7'x LOW vit kwort I 201-r b lir-S' b 1r-l" b 1F-11' b IF-V b IV-r b 17-r b I" b
Not*: rxrxo.07rx r b Ir-11" b IW-r b, 15W b W-1` b 13110' b 13'r b IZ4r b CL !j
1. N k r000fferomded"to eighmm be N mimymiscolkneoushamh boomffialloperomombObOr"lo' rxrxoATrxff 1 2N. b MW b jr_jj� b W-10' b IV-10' b 1V4r b 14W b MOP bj
Z Sperm we booed on 110 M.P.H.vAid ked pke,dead load jor kamirlp. r x 11'x LOW x o-mr 1 23-W b �§ b ir-r b iir-w b ir-r b IV-W b 1,5:r b 115PI-11 b
I
3.Sponiomenumd1rom, I of- ch, lobackorwaioommosorL frxi xiLoorxG.IUJ 21r-l' bF2-5 -�b 23--V b I 22--r bi W-11- b I 1W-lir lo I b] I
4.Above opera do not irclude hagM of knee kam Add hwim"dMw=ftm to owdoe of bne.&�Pl' Connection to to abaft apom for lobd a oz
Ncb4L,
-Pam 1.Glen ftemm Mw addlOw of aluminum*am whdcr"Wth glaso porm lhat ore to 130 M.Pli whal lood
6-Sp maybe WAmabded.
M**wmb to an above WW obee, the fteegli so lad oddkkmd ith knot miuhad. P,
Table 3.13-130 Allowable Sown Spans for Affiscollarmcnis Fnmlng Beams W:Screw or Vinyl Room 2.Tables mume wiriolon orlarded wilit lerver taftalm dionorvion Pam"to OP011ad loo& M
,using design load d1f 27"F Spare may be WorpolmCl.
For 3 second wind gust at 130 MPH volocky; Uj id.
z
Akw*wm Ahoy SM T4 0 r,
Hoover Wal
Tributary r4r I r-r I r-r I ir-r 1L U.
Singlellef4laftbome r-r I 3--r I 3-4r I 4--r-['W4- Uj
Ul
span V I C
2"x4'xGAWHofi*w W-I* di V-r d: V-I* d r-r d r-W d r-- d r-iir b b V-C b; W-t* to 6-10*b V4r b
Z,x r x OAW Hallow li'-r dl I(r-II'd ICT-W d 7-11-d r-r d r-r d F-i-ib-Wr b ly-r b r-11-b r-r b r-r to
1171'd W-W d r-V d r-11' lo V-11'b V4r b Ill Ci
2"x4"xG.OWxLIO1r V4r d V4r d V-C d W-W d r-r d J�d J
rxrx*mrxL,i9r 174r d IIW d 11--r of iow d 101-C d Fil'd FF-d-JZ_d W-tu d C-10'b lr4r b-C-r b CU
rxrxLosrXL12r--UV-d 13-40-d 17-1-d IZ-r d 17-1-of ii-4r d 11%r d-jCPj 1-d 19-r b IV-*-b 9-W b V4r b
I"d I&-r Of W-11'd IC-r d 1X4r d Wsr d Ir-10-d -f
rxrxLMVXLi2r I"-a W-11"to 11-W4r b 177--b W-r to
I 1,r4r d 14W d IT-11*d 13P r d
r x r x Losr ad keed W-7 d if-II'd I"d Ir-r d It-r d IWO d I5Lr d
2*xrxLVrzL22C 2W4r d I b 17,IOb
F! r V ;d I=
111-4 ,:� ic-C
I 1r4r d 1r-W of IF-W d.1 -1 V d 7-Mfl 3,T1
rxrxDA?rx$Mr 2r4r d .4 d,3F7 dl
.T dl;lr-r dj il PIA Of IV-r d Tr-Fd ljol b
rxs-xomrx �274 27-r d I 21'-(r d I 2(r-1- r4r d 11111-1-d IF-'jr d I 1V-C of I IF-11'd'
r
G.Owxojw -R74-r-d-2EE
rxirx d 2F-r d 25-4-d 2r-r d 23L3 of 27-r d d 2W4-d W-I'd tr-r d IV--d
-1110holl Same r-C 3--r I r-r I r-r I r-r I r-r I r-r
Doubleftelf W-r 7 r-r]
W
rxrxeArrxG2W 21r-r d 2,r4r dl W-41' dl d I w4r d-i-M! .11r-1'r d oll d ir4r d
- - --- ; af ; f 1 " �j d EALL�
2V-r d 2r-11' --im d! . r r d I W-Ur d I Illy-C d
rxrxo.o?rxemr I 24*-W 54r I!2M2'4Er 21'11*d
di -�L
d
r.r x oser x&.3or W-W d 2W-r d I 2r-T d 2r-O'd 125-4-d 1 24!-1 23--W d Y" 27-7 d I 21'r 4121*1*oll W-4rr of
d -0501*d I 2F d HEET
r x is-x Low x omr W-r d 33--r d I W-Ur d 31r4r d I 2W-C d I 2r-V 2 -1 I'd I 2F-C d I 2V-r d I 2NC-r d
1.ftlateoco-ve *WftmVk"tocwwLftdonwqff*Kemwsmmk-vi I flad Weft more lhff 4W
2-Sww we bond an 110 MPA V*W load phn dead lad for lrarnk4
3.Span le meaemod from coaaa of connection ID beds or wal corvwoftm
4.Above spers do not hJude WVlh of knee WaoL Add hwbontW dkemce kom qxWd to Cage,of We=1pbUfft OCKWISC110n to ft above open br-W 7
boom opom
5.Sp-may be ftvpol-& OF
Table=1410 AJbwmble Edge Hism Spam-NOHOW ExhuMom
TAW 3.11430 An*wMk Edge Design Spesse.Nollos,r
GW"I Partially Enclosed poom Eidnndoni T"&22420 AMWW@Edgs.n
For 3 second wind itust at Ijo mp"velootir Glen I PwdnNy Enclosed Roam SPEM-Snup Soctione
_., Rawns;
Akm*� 91431,41 usft design land of 30 NSF P6 NSF for MaL csnVl@vw) Fi wWootat 130 WffvW=W,weft design Wed of42=F(50#Mlorli CuMe,"
r x ZV"x I --- - I Fw3 m wbdWAMtSti2DUPHVACUr.uldnodesiplmdof3lfMF
Z*Xrxoosr:::- Akmemmm , i (*MF fbr Max CwMwnn
Load -Aftimlim Ulm iii
wift 04 V1 Load Vf(bendlrw_Ver*M POP w ad MML or Law MULIMM�%lin War.
JAW
Caftsevei 1&26pq 3"m 48m Ci Widill War %in
IA28M 38m 48m P4 Iiii,21timm 321 1-48m 11i 3%m 4-ftm Ni
5 X-Ir d r-r-b v.r d �s WWAM
V-r d 141-10, _bT_,r4r b 11-r d --I T_r b 42 %Who A Sm
d Nr d _6 FIV d-_,V-W b 3Lr b 01-11' d 5 .7-r d C-I' b -V-11* b r-V d d r-IV` 6-1 f4r b w4r
3W b b -7-rb r-r b V V d TV b VC b W-i I' d a 7--r b T-r b " b 9.11- d 5 b V-IV b Vr
0-Ir d 7 d Wf b -f-il' b r.(r d' 7M_ -F.F'—b r-l' b V-W d T-W,d 44r b I b b
S-11 b 74r b V-r b r-ir d a 7 T-r b Zr h r.A- ih -d b V-V b I%r d
-Y-F-b 7-j-(rb V-r b V-11-d 7 ili d 111-f b V41* b
9 7-11* b T-r b 9-1(r d 9 7-11* b r-IV b V.IV d 9 7-11' b T4�b 7 r4r b b V411P b r4' d
3W b -7-F-b _F _E-1- b F-W d- b W-W b M4 r b
'T
li b
I* b a14b
Is s 7-b _FI V d Vr b r4r b r4r b " d
b -F-F-b V-IV d Is f-_1_' b -F-F-b 3-4- b 9-11" d Tw b, rw b 9 74P b r-V b 7-11 V-1V d 6 Mr- 6 34r b 9 W-1f, b C-0i b V-C d
II 74r b b 7-11* b V-IV d It r-11- b _FF-b V-r b IY-I(r d I r-r b W-wr_44f Is r-r b V-I(r d is b 4W
u r-7' b -F-F-b _Frr_b VW b 3P4P 6 V-r b --To- 31
Z-V b "V-111' d 12- 24r b V-11i d Ii r4r b T_r b I r4r V-r d 11 r-Ir b V-r 6 7-T b I b 1-r b Vr�d
M V-1" b V-V V-10" d 7_r ZV b b d
. Z--1 b b 6 b Nr d 12 F-47-b r-r b I r-r b V-r d b C-4Vr bi
X.A6Lfi . 12 r_r b V-V 6 r-11' b
Load Ri si V I Lood AV4i Vffr�"x I - i T-r b b 7-10* b I I%r d
WA 0 M &2 34M 100 V I(11i V or *4m MUL
Is" ptg
4 WkW A Aum Less Mm SbmILIMmulm V or deffecti V7
- 4 Open 2 a sip" 38M i 48M AbOL Width
9 Cana am 381 1 a 4 Open I Mm Width(Pak, A2 si 428pwq 9400, 4 spuk
-Ir-C d V-j- o W-r b 1--r-d 4'-I(r d V-11* d V-1' b 2mftm. cmd1i
4"* d IMT b T4" d _FW d 4%r 6 4W b I t%V d 4W d V-C b
4%-r b 1*7 d V-r d V4r d F-r b I-,r_d V-r b 1*-r d 5 V-r bi V4r 4 S-r d T-11' d
4'-C b -Fr-d �-rd -4'-Ir b M-11* b Vr d 6 V-1" d 4 A(_rb b
74(r d
C4r b
W-0 d V-11' d Wib IW d 6 T IM d I r4r 4'-Iir d T-1111'
OT-17 I W41V M' *4*rb. Vr I
-'CF a d 7ib 773-crb 1--r d T-r b d
d _77-b 41-1- b I -d Vr d T-V b 3W b rw-b -cf--ilrd 7 _17-d 7 BV"4d 1 r-r d V4r d
r
d
a S-r b 7.-11- b r-11' d V41- d -7-F-b 76V b F1_Vd a 3-4r d _W�F_b -4rr-b X-r d VC d _;H 114r d'
Is Y-V b 77-b '-I* d 74P b -Y;F-b " b op-Ir d 9 Fr b -f-I I-- b 3'-I(r b Vj_-rd d
11-1- d -FU-rb -F-F b d Is 3W b T.4r b 74�b
3-r b 01 9 Te d 4%.r 4 Fr-d Fr d
II 7-r-b 7-V b -j-I-rd Y-r d -4!-rb 4'46 b T-Cr d W-11* d Is V-T d 7 1--rd r-r d
,-Erd 7-r b x4r b 7-11' b V-IW d 1`1 3�w b ��r d
4 Fir b 2-4P 7-7' b I T4r b I W-11* d S-r d 7_104 V.jp d
12 b Wr b Y-C b V-11' d 12 d -47 1=- b V-11- b r4r d' Z-r b T_Wd 12 V-1 b W-W b I X-C b 1 0-11' d 3W d 74r 4 W-W d VW d
r
x 3�" x4r 3 11 i
14
LOW V1 War We
Wi LOW VADL er Mi IL Werz�%m LOW max 'I(bwwkmvor, I
ii� .W ... - -H, VI
ie= 1.Above span do nal Whift lwgb ofkm bmw m dd h rkmtw z
�_[3 Spen 481- M4 I A2#pw 3211 4111 esi wdm 014 1 a 2 Spm� 3 < UJ
i&241pw 3 81 4 Width 8,23M wimp D
a F-C b -F-11* b V-V b Nr d 5 r-7 c Open 4 Bpm blilwabove IN bum mpow
a 'Mir b V.W b Vr b V-V d _6 V-r_b - b _r4' b 11 Ir d w4r 6 0.-10, b r-C d 5 b " b F-r b I Nr.-d 1 81 be
7 -1* b V-r b V-IV 4 41-1' b 4-r b r4r b "-d I V-7 b V-11' b 51411`_�_T-r-rd
6 b 4'10' b 11-41 d 7 ir4r b _F7 b vr__V i*4r d T-1u- _4'r b Ir-l' b V-r d 7 4%.10P z 0
,b b V-V b F�r b 11 d
Ir-r b :W--Vb V-7- b 1--r d I V_Cr b Ir-10' b 11-r d T-r b T-11, (.D 0 z
41411' b Ir-4' b 1--r d TAW 32.2-130 AllowmMe Edge Basso S"ne-Snap Sections
7-111' b V-Im b 5%W b V_4vr b T-r d b F-0 b VQ- d -I r-r b V-I' b W-11' b Vr d - V)
10 1 3%4 _77-b -9--rb r4r b -17-r-d C-C b 4!1(r b Ghm I PuSally Enclomid Ri CO CO) (D 0
F-b -F-F-b Ir-1- b 1--r d ig 4'-IV b V.1- b S�Z b Idw 1r4r -W d' For 3 second wind OM al IN MM velocki,Using design load of 42 MW(%fticTlo,MML Cwdgw w
5,_ 2 Lu z P:
.r b VT b 7- _r b 3Lr b S-r b- 3%0 b TV d 10 .1. b V-W
7 - 11' b Vr d V_ 'r-7�b W7 b d _j
V-r b -Itr b 3Ar b 3*-(r b z 0 Cl m
R. V-1- d b r-r b I*w d 1i Y-11' b V-C b V�b AkKAkVUM 4051
w_iI* d 12 3-V b V-r 0 Co _j Lu
7-11- b -b- V-C d
I.'AbOm @Pww do not bx*Wo broffi of Woo brum Add- Load maxamVill, N war Nn Load UJ
11dixiii pq �=Fdwo(, jobem. i Alam- Width(R4 War
10, 1m#*ab*wvpww1arbwbwmp.,� I.AbMR @Pwm dO nut In"4-'NVM OfMn Wwi�Add hwhi dishume ftm Lpd&10 owdwetWow j,bm" 'M4IA28M1 33w i 4*m &ZOPM 3 IF$& IM a
L 81 nay be kdKPCIMld =%A*-to In above Won fw kMM beere 4
Bp- D z
2.SpVM may be IrAwpoiebe& 5 3*4r d 4-C b W-r b I I'A" d s W-V b _j CV 0
I V4r b S-1il 6 V-r b Vr d
r4r b 1 9-11* d a V4r b, F-r W-M b -M-6--d p 0
Table 3a'420 AW "no-Nou"Exftni b T4r b V-1 I'-d 7 V-4" b Ir- � _4%8' b 1-4- d a =) R L)
aim TabOA-U410 Allow"Edip Beam Sperm-Snap Sections Y.(r b T.W T' 7-r b V41' d a 404r b W-4r 0 jr
2-40-_b -7-b 77-d
Fair 3 second wkjjg_j d Roona Glass I Partially Enclosed PAoms -F-F-b -f-r-b V-1(r d 9 V-10. b �-74 < (R w
&%Vmw�-15r.using design 10441 of 36 NSF(43#13F for MwL Candlevar) For 310000nd wind"at 110 MPH v*kK*r,using deelgin load of 30 NSF(36 XSF for Max Cwdue"r) 10 Z-V b X-Cr b 7-11' b V-10.7 Is 4'-1* b l-r LL
AN*v IM T4 37'� b V4r 7-11, z
T*, r-r b Z-11* b 7.1411" b 0-1 W
T4-*,
R910L spee V I
ewr 12 Z411" b 7_r 6 74r b V-r_d -12 b 1 114 d w
WkNh(1114 1 2 M83L or deflac&m Vj 1 114- W w V1 Load AM%= IL wmmo bm1on z
4 Si 4 Spen Width(1i I A 2 3 SW 4 Sp.. ),72 Alm- W or deflechlan VI Lmd Rb3L MW V I(bondko V or im Nn C-4
s 3 Open 4 apse "id1h M4 14,2 Spoi 3 Spen 4 31 Alm ram mj
4 d
I
d
d
3=
34 b
rb
b
b
rd
b
7:1 b b
W=d 74r b
b
T-r d 4-V b r-I p b 11 d -5 7-1(r d 4-V b 1 4-3' carwillem 1&2 Spw4 30 a 43pm
4W d W-r b V-r b T-r d 5
T-r b_l_3'4r b Y-r b V-11' d I Y-r d I 4*-U" b V-10' d W-W b I 111i b I V
I. d Y-I V b -r d
r d
T-I* b 3'W b T-4- b CYP-11* d 7 1!* ;b F3 IN' d fur-b r4r b 1r d a- SW d Vr b- b 1*4r -a- 3 b I rLr d 41 10' d V 10*_d
F_ 4r ;b 1 T-7' b 7-ilr d I Y4r d V4r d C-r d V4r d
1 7 . -___e_ _d
4W b 4W b 1*-I' d 7 -V b V4r b
F _;V_ 7 3%.V d f-r d R-C d I'V d
r-10" b 3�r b V-1 d I b
9 rr b T-r d b
!34Y- IM r d 2 r4r b 114r d a r4r b V.4' V-r b Vr d
It Z-?' b 7.Ir b MVrb V-11* b b V-11' d 4tdi b 3W d 4*61' d V�r d V-r d
V-Ilr b 11-C d I 7_ Vr d
lo Z-V b 1 7-1* b fT 9
11 -0- b I w-ur d 1-C b Vr -e-ir d T-r d -IV d Ji- d
11 x4mb7 r 10 b 4 C-F-b VT d
L-_1 IV' b tlO;:�b Y_r b " b W-11* d 7-1* d Xr d 7-10' d V-V d
12 r-4* b 7-r b --FZ;-1, ; i "Cr d -1 IT_- 11 b V-r d-
12 b I 7-V b 1 71 r-iir* d 12 .4 r d
x _FF-b 3-4r' _-.1-E ;d 1 1 VV d
r4r b C4r d b 1-1 1`1 7-11* d Lu
V-1 b 414� Ir d Cq
ki �rxzx 1'r d
._Bpm,vi W 9wr LOW Rux.Bi V f(bendWiu V ar deffeellm zn x S IVI on 12 r-11, d 1*4" d
A21i 321 1 43W wwM 2 111 3 Bp- I I&M - Wardefli mobw
appmo 14,2 1.Abov*qiWLd@WVM*fkn"bwm.Add hwbanuddidwim
Ir-r d W-11, g 3 4Sl- cal weft bla W
3p_l b 4v-fc-rb V-r d 5 w-4r b T-r d
!4_� 7 -rd I V d
0 V d 5 d F-C d V-W d 7-V d I Sperameybel
b I r-w b- T-V d I 4-C d b &-V b T-- d 1
7 d 4r.r b d _7
4!-1* d 4'-ICr b 4%W b 1*-r d I 3'-IOW* d Ir-10' d I I'10' d C
U-11 o W-11"
:r4r
3w V-7' b I V-W b 1*-I* d d W-r d 4411" d I i1w d
b 31.�Y-r�b Fir d I Y4r d '-I* d
b 4-r b 1
Is- 3r b 31.r 4 X-r d W-W d -r d
b I V-11' d 10 14r d T-T 4.V d V
-Y.4i-b 111 dA 1--r d-
b 3-r b 0111- d D I T-11- b 11-w d 10 Y-V d 4--r d
12 2-10' Z-V b 7-11. b T-V b 0-11* d 11 X-C d W-11 d -,r-r d 0
TC b _r d Ld
Load MAIL X-V b T-r b V-1--j- d 12 Y-r d V-1- d 4-1- so
Lead maL I(Mb arnmd lift u V co r %n I AbovdWpwndorakxkdakngeafkn--hrg, A Ag ii, wnje, em 10
or 2
&29pmq 310m 4 At= Width ft IM&brew 10 bmn C: Q
spen A,2 32W 43W cardoom eonngciti VIS above*we for WN bum x
5 P b F-T b vw 5 2.81 be lirturpokeed 0
*V b
V-r b V-11* b I Ir-r b Imcr-if
IN 1* b V-I(r b V-C d IV-r b 61 b 6,r-b r4r d CF
,414' b 4? b 4W b I--T
" b V-11' b I &.r b V4r d
V-W b' V4' b W-- b 11.r C-11, b 1
T4r 7_F1* b 3*11' b T-7 d T-r d
-F-_.r 11411" d
r b -(r b
gur b 1*.r d 1-0 Vr b d
F-F T-r b V-r d -III-- b
_72-_" b IFF r_r
T-F b TW d d
AbutmepmdomptindobibmCeork"Ohrm,Add hodamwdbwm*m"dai
10 11 , @P"ibrIMbumspera C(brambiliomerm
2.Opens nW be"
HEET
AP
OF
1"3.2.3-110 ANomble Beam Spans for 1111scollansous Framing Beams for Glass I Partially ErROO"d TabliII Allow"$Pans;for Ridge Beelase wWl SW Mon Basma
For 3 Second wind gusi at 119 MpH v*WGWF
win design load of 30 OSF For Glass I Pargaby Enclosed Roome ��OmkiPM Spain or Hasider Slane
Alloy SM T4 I I I. -
lionow and For3 - wind gust at Ijq WH velocity.twing design load of3O#1SF A%MMWA=AftySMY4
SkMbSW44064ftwm r-r 1 Jr-0` Lo&dWkith- Tributary Load Width W-Pudn For 3 auslat'll I I MPH
W-V I V4r I load of26 NSF
r r-IV d Vibettlit V derflecdoI V-W It &Uft sodkm V-r I sw I r4r W11 1r4r I ir-r 'T.C.
V-r dl--ff--r d ffV - N I a. W
r4r III r-w It' C-r It OW h r x 412.0"x—&"r —4r r-r ,7 , r4r
19-r d W4r Ill r-r di -11' It " bi 7r It ?M' It
C-11'It 110-eb—V-r It T-IW It NT le r-Im 6 " It C-C bi W41' It -W-V b
xrx:z F—xrx*MrXCIW Ir-r It W-1- It W-C b OW b xrx&ow,
;W:; s:IL.00 W-r d Jr-r d-W4r d W-C III - d r4r d—r4r d-r-r d T-Cr b V4r f4r It W-C 6 r-T b r-IW b r4r It r-r b W-r A WWI 61
r x r x LOfr 3:ClOr IZ-I'd IIW d 19-IO'd 10-C -W.W—d-jCj�b ._ r-IV b XCXSAWXLUr Ir-Ir 6 111 r b IOAIr b-jd�—Jlb b IV-I* It W-r It V-r b, rjgrXOAW V-r Rw w w-r w
— d�V-11"d r-r d W41 d f-r b 1r4r 4 V-r
rxrxoAsrx:&12r W-7 d IX-C d Ir4r d Ir-" rlCrXUW-KL12r F4r bi 4�jjr 4
d 11'r d W-1111"d I(W It -14-V It w-F b Irw b Iw-r W-11" di V-7r' -
x&I2r nW If I"d b 1W W-11 b rxrxuwvdkout Ig-r b I r - d r
W-W d 17-r 111 17-7 d-jr--jrd Ir-r It INr b 11W b b I"It r4r b TV--rb Wr It 1r-r b IT r It IZ-111' b Ir-C It F.xrx r-4rr d! .1 9� ul 9� at W� W-111-
�!Rxir:I mv7h—uwt TIRr—d IWW d Ir-W d I"If ir-r d TF-4rd LO?rxL22ir III b IlI It 75-7--b `1,1W It 17-IW It I.V-r It I" b 1541r�; rxr NMI lW bi 7�-lfwr
W.11-A.47-7-- A W-F-d Mr-A IY4r If IY-r d lrx! r c 1 11 bi lr4r bl li-�r W-11* bf
IV—11-111 IV-iir dl Ir-1Ir d fr--rd 'r It F:;r:;XGA7rxUW W-- le IF-CF—b ir-j- b Tv.I—rb Mr b rx1x -194r Of 91 F-r r-r VW
IC-r d is-urd I"d I-W-1-1-d TVV-d f--r b —13 rxrxSAWX0;3W 27-- 6 W-r It IT-r b 17-V b ®rz,x r
2a-r III d I—V4r d I"di ir-W d IV-10di W-f If IV-lWb W4r b WT It i Wr WRF—rb -jr--rb Tr7—b IW-r It 14*-Il* b. W-C .. SI -1"4111 IV4r I H IT-11 194r
0.306 rxlrxLggrxL301 21W bi 2,V-C It rxrx SAUL Ir4r Idol b I
K L30r mr d I 21'4r d I W-C d I"d d Wr d -I-rW-d R f-—1P If TW-�-d a Tw4r a uI b.ir-ii7-bj-111�7-b - -11'-dl V 7-IIr Ir4l
-C d I --*-- — 23-4-d 12 1'111 d] -dT—WV d 1—W-1(r d- xrx$Aw Snm III -r d W-1. 4-
2r 2V dF24*-W If d 4w�1 rxrx#Aow shm 1r-r b1i F-P T-7
I- I items COO wkhgkm 1101 am 10110M.P.1twirdload rx4"zLGW bl- OW
Trlbutwy Load WkIth "**MnWft 10 ftA abow qwWd slus so Ind oddOmW k not rtaitkael. 11 Ir r4r r-r
Dooms sor-NWRB Beams; r-r W-V 1 3%6" 1-,r-r I r-r I W-r I r-r 1 V4- 1 6`4r I SO longer tainatim PwMW 10 oppled bad. For 3 second WAO ton load of 30 OW
-- 01 --.SmVibandkvVordenectionV &Sponsway be MmbitmyLsw%vwd W.
2F--r-r seed� TEI Fr �l =.41
2F�41`d 274r d ill Ir-W r irr d lr-l'd III I r-r I
244r d ZT-r if d
_r d 24---dj 234- It W-F bj .4!.r b W-W bl W-Ilr bi 94o hl v-- III
r
:�� W4 d Z7-W 2W --d-1—2,r-W W If b
rxrxoAwxg2w If
F7x—rxLowxL3w -W d W 2Ml--t+d2—W lr�r If Table 3.2A-120 AJW"ble Spain for Ridge Beams with SW MWM Beemis rxrxLCW Hollow
rxirx 3tL38r 3-Pr d If rxrx
r
-Ilrd It r-IW bl 44r bi WW 7b—4,-c--g
25-4r rW21 For Glass I Partially Enclosed Roams 4 .0"bi 4-r b 4W bi C-r bF r--r W-11
Far 3 Second wind gust at 120 MPH veloclir.usbV,d@Wp load of 36 NSF xrx III W-11* III!
d T4r SW b12
b�Not mom Om 4W LowdWkllhW-Pw%n!W irxrx III r-r .:4; It
2.Siourat we bond an 110 MINX wind bad pitte samenveseft" b F11- bj 5-4r It N-W bl F-r :4
dwal load for hunk W-u- r-icvr
Sw Is mutual from- ON of omwm"m to bode or wed oonnecsoL OW I T-r I ir4r W-11 W4r
Allowable IV I Ingword Nr r-r III % W4r <
_bj '01 1 'r a D
4.AbomsPwodcPimdkm*xlohwOofknmbmm.AdI n III upftm 10 career of brace 10 beem 0 btod It 1111* b9 41 -4- h
bown spons. woodon alto twbw r x 4'x a"x--U—Or rr b I r-W It I W-11—bi V4r b V-1" b b V4r It W-r It r x irr x z
Spwwmmyb*W I,' rxrxL*SrxLtW 19-1" It I V-r b 7 2xrxLDW amp lw sl II W-11" It U) < LLJ
4W
C-r- b r-11' It r4r
It fit- It Zr—b r-r It W-Ir It -@'W It, rxrxLftr use
Lur 111'r b: IW-r b JI b-FF—b-F-F—b b, It If 1
-F"7-b V-Ir b r4r It snap Ir-r IN b
WRIM! 13%r It 17-(r It W-11, b IOW It W-i(r It W-4 b] T-IW bi bj z 0
rxCKL04r
O"r Lj� —
Table 32-3-120 Allowable Beam Spa-fOr MbcsUwWOUB Framing Beams for Glass I Partially Enc&*"d r x r x LADI =r4r -b IT-11* It 14*4r It 117-11r It IS-T b jr-C b li%-I(r It 11114' It For 3 second wind gust st 130 �v�Mdty. 35#W z
r-xirxawrxL2ar ir-ir b
For 3 second wind gust at 120 MPH valockr,using design land of 36 NSF 11W7—b 14W It IT-W It 12%-r It 17-W It 11'4r It Ur 11* b] (40
Alloy fM T4 rxg-xaA7rxL2w iF.F--b--Cv—.i(rb jr-F It It -FFF-h- IT-r It 117-r It 1111-1111' bl ��14r I C-C MDT IV?Ir-C I r4l, I F) (D 0 w
—H"Mwwl Tilarieft Lead VAI 31 Ir x EE IW-W b if-P b IF-11V le -W—Ll- b WW bj -r b I W or deflection Nr Lu z P -j
lrxL@Nrxo W-4 It 9—rb W—b T97--T--b —1V 11-11 Ir-2' g It rxrxLCSr Hollow F4r bl V-C W-1 -11. 3AW 3r bl�UF-7-I 3W b 0
shwasetwourI r4r r-r C-r ;1;:;II:::- 41-j W417 I rr I a ir--1 bb I 1V4r rxrxLow Railcar v-r bi c-I IV, z 0 0
b V-r Ir-r IV-1. LU
3W It
rx4`XQAWHI denwilon'ir 3xrxLMr Hollow Of V-1ir I LU
4W _j
war Crowelhumfiramewirda"wPhIghew; - ful" III 10110M.P.Kwindictel rxrxow—No#Ow W-111 44of V-r�- CO CW)
If r4r d 7141 d W-11- W-r It III It W-11 b7f W7171 P-11* b It V-11" r4r IrWr W-r 4W It
r x 5"x 0I—Hbro� 1 -' d V-r b nquhmw*to#0 Above tWW slow kcmmn to*wq&no lhd addMwW I st k not requirteL rxrxLDW Hollow r-r bi C-71 9 W-r OW W-1- 4'11* W4r It
rx,rx4.SW—x9,-iuu-. r-w I-r-r�b W-W 0 L Tabba�axkLmionr vftbW=dwsbwdkwwlonponLWloappledb -r V-r 6 f4r It z
atf. (wr < 64
r-7' d r-r d W-11" bi f4r bl Vr F-V It &Sponsiney be' Fx-4-x LOW Hosow 7-1* bf W4r 71-11
101-7 d WNIP a ". V4r r-w W-11 0
,rxrx*Ak�xqjzw:: d 1r4r d r-r bl w-r-b r-w r-- b rxrxL*W S.K& -7 -b Mr >- D C-) 0 3:
112W F3 Irl -111-V b
"r I fr-1 I' bf 6W b W-7 I r-r b. rxrxLw rL 1Y-r
di IT-r di 17-1 -a izw rxrz 0 0
;x 11W b r-4- Tablo 3.L4-130 V-7
wd I am IV-4' d 1r-r d I Allowable Spans for Ridge Beams wfth Sell Meting Beams C Ur 4`4r 4-f 41- 1' b < LU
1Y-W d ISr J I-r d 14--l- d 17,- d 17-C C F—xr X ELOW:44 FT 51 TW bi V-r Nr h .- &-I' b LL M
Lvxrxo.arxtzw lir-17 d Ir-r d I&A IV-I* d 1 1,11-11 For Glass I Partially Enclosed Rooms r xr x LOW Snap F-Hr bl II bf V4r bi �-4b 71 bi Nr b- V-11' b 61 W-V VT b z U)
Rr x r x—807r x Lznwdl w-r I d I d IF-C of lw-�r bi 15'-(r For 3 second wind gust at 130 MPH vqlochr,using design load of 42 NSF maim w
1rxrx*mrxo.ler 21 'r d
"; j 1. -- views do W hdude WqM of Jww bnboL Add horbaft kw We#*jo ow AN of brace 10 been ,a, lot,
210YP-1 I - d iF-di 1-;—1 d IV-111*c1l IV:&-d-Fj—F-j T,"Load VAN W.ptm III !W I - spera, LU
.s. mbmqmwfwbWh
2W-r 22--11-A III swuss"sposaw w-4r I r-r 1 v-r I r-r I Z
Allowables V1 W or doftection w 2-Spain may be IrtleVolabei.
Double,34114Aaft[Mom T LOW VAdth rxrxLo"xtW� r-r le I W-W b I W-F b I W-W It F4r b; V-C b I V-11" b W-11' b
r4r r-r V-r ir-r�,N� V-6, -r W-r It ir-w b 1 r-I P b r4r -b W-11" b r-r b OW It V4r b
V1 'b. 2xrxLOW 4&4—Vb T-- b W-r b f-V b r4r b r-r b W-I'r b <
FX r x—937F x wt—w ZEE,: d 2Zr d 21tr 27,r d lW4r d iV-Iir d IV-- If If 11'1* b IU-r It It 1I b W-r b lr-r b r-Ir b
FX IF—xC-07r7EEW-r- 2! ",1111 ISW d Z"KrxoAw 11 - III
219%-W d 23-r Zr-3-0 21W 2wlr-r d 1110-111'd --i-ff44—rb—174
Z'xrxo.arxu— d 2W-W d 2�,Nrr d I-W .5 r It IZ-W b Ir-l' It 1I'W It 19-11' b Ur-W b.
Owr 27-r d 2 1 ; x ww b 17-C b i7-r b 11'4r b W 11' b l4r-r b 19-r--bl
3W 32-.W A rxrxaAr.xL2W tr.v It 15'r It W-r b 174r b 1741' b 17-l' b 111W It 1111
is'-ur b i,—C-10b 131-11- bf 13w b &I b! 11
2.SPWN We bond or 110 ALP.K wind load pkn dooll bad for framilog. IV-(r It -fr-:F-b 711—3v &I iL_ ; - IIZ or
--nk been OW mom dm 44Y _r W4r b
1.ft Is nicanwanded 1hat"wVkww be consulted an any mkoeba"On it
Naft: xairr' 79-7—b 7—r-Vb I b uj
"�Xr
[2-:x�llrx=�Xj-.-MOF—b w4r
3.SPen IS MS"Lnd Jvm C-'Om Of 001108COM to leads or well connectort. No%**
eL
4-Abo"@PmmdDtW:kk*W@WQM*fknOebvm Addimmizat 1.Ohm flown:Theaddillonsfolumbumb- owirdoneftlinains,settle,doelliried io 110 MP.K wind bad
beem from qxW 10 c"dw of brace lo bow corutecoon to abovfWqmm for WW 1.4 i IS so drA ww Oka- "16NVU 20#W 11111 1=6 knot mq**&
L Spern maybe Irdarlsolanti. 2.Tobin assume wou6n vAh know aftelon dimension partaw to applied bad 0
&spere mw be'
Table 3.2.3-130 AlkmaW*Beam Spans for Misc@ll&n@Ous FmmkV Beams for Ciaos,I Partially EncloeWif 9
For 3 Second wind gust at 130 AU41 velocity using design load of 42 NSF
— Alloy M T4 Ca
"Coo�ww ii
sftw saff4keng a if Load Intfut W z
HMO V4r Jr-r 00 0
FZIFi V41 V4r r-Q` a) x
ANOW" (D -
r x 4"x ILOW F"o- cc
U3
W-1111 b OW W-l' b SO b III It Wr bi V-I�'-7b ill, ji!jDr w- LL
r x rx—aAw I d -W
uj >02
W4r d ff-r r-1111 r-r r_---bl W-11' bl V-r bf 11%,15111
LEA-4'-x u-x Luir f-r d Ir-r d r-i(r d ff d r-1- b 0
r z 5,x QASI—LIIE_ W-10-dl 10--- V4r It 0'-r bl V-- bi V-11* It W-4. b
xrxoAwx&12 - .0 W4r d OW d 9W b 7"11*bi r-r bf rW r.11 It b " b
r Ir4r 11111' IT-C d ICr-IIP Ilirir d
�x7"KL*WxLi2r di IY-r d i 111'd I r-� 111,11- W4r OW bl W-1ir bf $*-r bi b b r4r h Ca
W-ir IW-W bf W- b V-r b
5
ir-r d! I rwr mr ic-C III A IV- -d r
rxrxoswx&I 1111I If is-1111 if IR_r 11W
IVW bf IT-r bf 117-11V bi Ir-C b!1111*4 1"b I
rxrx&AwjsI Ir-r 11'1* b
-----Fl—r4r I 1,1101111411l, Isw Wr IW-r bj 17-W b!lr-il'b lr-r b
-4 IW-W If
rx F" 2tr-C Iff 19-1* di j1r-r di I-P-4- Ilr-r W-1- Iir-P 15L.- di 1,V4r !d-Wr I
X=—. 211141"d 27-11-d 2111-11 1217-111-
-RIr W-I" W4r d ir4r Ad
T LMA
r4r rA- I
Wordeftetion)t
rxrxLCTrxSI d 2WW-I* d ir-I d Ir-C
V r!wzo.=!,-_ 2X4'-4Vr III 27,r d lfr-l(r IW4' d IS-111
Z"x x d I r4r
x L3N!* Wr d 22y-W" d
1 2"x Ir x am x Lur WNW*d Mr.
molit: EET
k"mcm"wObdftttnwqlmwboomwAodonwWndK*gwmaa*wr b�gWP-M Ar
2.SPww We land an 110 M-P-K wkW bed On d@W load forlismirog. AV mment
&SWkR""wW*ml I Of mvncdon to hatcht orwoloweeaceciL
4.Above Was do oot h*ak WGM of Im"brace.Add horbor" rom 4xWd 10, Se or brace 10 1,
boam bow, M-Clon ihllb,",WW*WIM
Spuramaybeh p,linci.
OF
T"3-U-120 Allwmblm Edge 0-0 SPNO-31APS-thft
T"LU430 AllawableEdOGA-M SPOW-PANOWEVAMIMO aim I EnclaW Roo-
'rable 3.&1410 Allow"Edge Bown Spvm-HOD"Extrusl" Glass I Enclosed Roomns
Glass I Enclosed Roonis For3 ,I,wkWoudsti2DMPHvdOCW-U*Qd*@Wbr&W276W(43#WfOrUmCmdw-d
l:or3 second wind UOM at 110 MPH vsl-W.using design load of 23 NSF(38#W for max.cwmpv-) For3second wind gustatI30 MPH volocW.using design load of32 VSF(So OW#or MOL Candis"n Aboy SM T4
U190WOWN VmT AMOVOMT-8- I rxrxGA4csnw&*ud- rx-___
rxrxo,FZ-- In LOW Smsplawl V at dOWSWin Lood Nhmm viam"Imaww' ft, V1 via -Rverdsh-ft"'01
Lmd RIM Wilimms"Vordin IVI Load Rum spe"Viem"wordenecoomMEL Lome AwLsvenvilimmlinswer 1AWL AUX. Is"
Wfikft JPQ fes a`W- -34pm 1 4ft- WA"h PJ I a a Spen 3ftm ft 340m 4"
WAMP4 PREL 11,211fam 341psm 1 41 Cwdftm _A48m I
1&1 3" 1 4q- 1 �941&28psnl 3" 1 am ftwm r-r d I I%V d
5 Or d V-I' b I W-IW b 1W d 5 V-V d 1.F.V d -ire-b a d 04r b I 4%r b I W.1 11 d s 7-11v d r4r b V4r b 1*4r. d 9 r4r d wr d 1,W-41 b I-_ r-I* 6 W-W b
Vv b 4 rr b V-11 b 9-11" d lf�r d b 1461r b I " d I
S.11* d Wr b I W-C b IW d 6 r-r d I F-V b V40' b 1-7:2L a V4 V b I V4r b I VWIV d I Vr 4 6 W41' b V�T b I%r d
6 V d vm* d w4r b V-V b, V4r d VC d
W-r b Y-r b I T4r b V-W d
7 SW d W.1 11 d 7 7.11' d I " b 4'.r b 7 7 74r b T-iI* b T-IW b 9-1 7
__j_ -F-rb Fi - . d 'r-r b b r-ir d a. Nr b IW d
a r-W b 3W b I V-T b 9-Ir d a 3W b 3W b d I
X�r d r-ir D I T-IU- D mir d a T4r d I W-C b V b " b 3W b V-IW d - 74r Ld 4%.r b v-ir b mir d 9 tl b I%r d
V-r b VAV d 0 3*4r d I W-I' b _F
9 24W b E"E b L.V-V b IW4r d 9 7 9 1 �;
7-11- b U-I'MA.- b 3r b Cr-IW d 1-0 d If
T.Wr V-V b 1 1*7 d
: VC -C V4r b Y-11*b V-4rr V W b
Is 3�r b 0.10' d Is _T-r___b T_V-1P b V-r b W-IL_jd If r-r b VC b 7-11' Wr d Is' 7 -7W-b Fr d
r-IP b rr b R
r 11 7-r b d " b T-o' b d b rr b V.r b WIV d
III U 11 IN b W-10' d Ii -Y4F-_b T_T-_rb _FF_b _W_-T(ML T.0' b 7-11* b (r4r d 12, Y-r b 3�r b 74r b WAr d 12 b I%r d
12 7-11* 3�r bi "_bl 040' d 12 _V7_b_r-3--rb T-V b W-W__jd,_ 12 r4r b r-V b r4r_b VV d U
)W DTr .I - Pyr- r x
Lmd Um VI(bandftWor Nn Lmd Rubm vi Ver Load um som W I OWNIPS W or"W"�nl glwor I I can 'Wr), Lmd &WmgW-Vjjbsn=mVsrdvfAdWNn
hum
AWOL 3"m 4" &2" 3" 4"an
b
b]
�2;11r�b
r.1'r b [!lr4r
7-1W b
3.7 7-r b
b
LOW KUL
WAIVI I&2 Spen 3 Spen WAM vsm(Pit)1&2 Wk"h P.)
.4- h'm- "dd'P4 I&2 Sp-4 3 Simms I &2 Span 3 lipan 4SPOIN
5 4r d F-10' d V-Ur b T-r d - 5 W-r d I W-r d V4r d, a -C-r d W-r b V-Ir b V d 9 VO A V.Ilr d U-111 b TT d 5 r-r d F4r d 1r4r,d r-11' d I
a 7-il' d W4r b r4r b Wr d a *V d r4r d FW b T-r d I a r-r d N�r d V-4' d 4r-W d I
6 Wr d V4r d F4" b 11-7 d 6 V-11' d I W-T d W-r d _FF___ddL 7 1rr d O-C b _4�r b VV-11* d -7 4�r d F-r b C-11* b 1*-I* d 7.11, d V-11" d V.V d q
" d V-I* b VAP b 1%.I" d 7 V-r d I W-lir d Ffl-- b _FF_'_d :11. R_V d
7 W d W.V b C-r b I'-0` d a 4%r d I F-r d - a X-r d " b S-111 b V1V d, a -7--1- d 7_10' b 4-4r b Nr d' T-Irr d W-r d 4!-Iu* d I.-I.
a 77 b T V r-ir d 9 3".4rLL d 4-.r d C-r d I r-
_9 7_11- d r4r b 4W b (r-1j* d 9 4W d I F-C b F-r b 9 V4' b VAr b r4r b W41" d @ Ii* d W-r b -W b -
,--,--,d Is V.1jr is 1W d Wr b Or b U-11' d d 4W d WW d: V_:� d
Is 3W d W-r b 4!-r b W-11* d Is V-11- b I 7.7�b 3%r b r-4Cr b U-10' d
�j
b W.Ijr d w-il b 7-111 b W-11* d' 74i* d 4-.T d 4W d i%W d
r"-d- a Ir
3!4r d V.1' b T-11' b W-11* d 11 4*4r b V d 111 1 3-1' W-W 6 1 V_C b W-10' d
11; id b I W Lb I -77-d I-W d D
r-"-4d 12 1 r_I1* Wr 12 Vr b V.11* b T-IW b 1MV d 74' d 4-r d
12 314r b I W-11' b V-V b I V-11' d 12 3!-Jl* d 1 r4r b I 4"%r b V _ _ b V bl F-r b W-Ir d Ca
Em rXW1Xa1W rx4rxo sr (0 � LIJ
Lend ismsm"Vin - Ivor LOW k1m Sssm V I(bWkA1W V Or 4186000OM Nn 1.Above do not in '-ngMbfknv-brm Add�-rhmntiddhiwvR%%mupdgItIGONA 10 bm"
LOW hux spen-V 1 9="V or V) LOW UIMOL v/ V or deflecdor2fj- Wift go I a 2 Span 3 Spen 1 4 ilp. Vgddl P4 1&28p.� 35W 4 Opm ' - , , 'W" '' for OW bmn sperm 2 j3
WW*m4Ia2" 33p- 4 Simm 1041&28pmn� 38pm 43W C.=m cmdwm 2.qpw�msy be zo
r.r d Vr b V4* b --- 5'_- b Fr b V�r b I 1W d
5 r_ILr- 0 0 z
_9 _F__I Ld b Vr'd
IF 5 5 Wr b r-W b r-r
d V-I(r b W-r b 1*4r d 9 r-r b W-7 b eW b I J'r d s-74-rb Fr b F-r b Nr d U)
F4r d 6�.r b Or-W b IW d 6 r-I* b- r-1I* b r4r b 7_407--a 7 F-r b _FF b W-V b Wr Table 3=430 AllowaW Edge Beant SP- ftW SOC42M CO FO CD 0 LLI
b TW d 7 F-r b r-C b 7 VC b W-116 b Vr Tr
F-r b- V4r b F-r F-F b F4
- W.I(r v4F F Fir- Vr b I'Wr di I V-r b 9-im b F4r b 1'4r d Ohm I Enclosed Roornm W z
7 b V-W b Sr b T-r d I I OW b V-11" b a W-I" b Or I
a �s 7.1ir b VW b r-r b rL1* d 9 V-11' b SO b F-C b 1r d For 3 second wind OM at 130 MPH veloW.using design W1111 of 32 WSF(50#JSF for U83L CWOW-) z 0 0 F3
9 'r-r b 9-1* b WAV t I%r d I I V-I(r b V4r b W-F b .W - 5: 0 Co _1 L13
W-10' b 4W k' 10 3W b V-11 b 7-1 Is b W-1- b 1'LW d ANvyfMT4 2"x 3-x
-_g b I:r d .1! SW b F-r b V-11- b iqr---,Ld- r b W UJ -
;_ 11 1`1 W.11' bt T-4' d I :)
W-1- b V-r b W-W b vr b v-i(r b SW b V-V_1 b T.11' b T-V b ; LAW Word@ft@c*mV1 CO '00
-V i(bm�Aft V or deftectlen MI max.
0 D z
K'_b _FF-b r4r b I Or b I V-V d I LOW
7-11' b V-W b 4!-r b SW b 1V-r b 7-W-b _74_r__.!L Wkfth 3" 43pmn sun. WkUh(k) 3 open 48P_
P, ' W 1&24- CandWm :3 C-A 0
!60106: 1 from updot Io cmidw of bra=lo bow 1.Ab�m Wma do not kAude WVh of Wm i6m Add 6 kcmqxlpMIocmdvd1, to beem 5 4tr d 94- b I-C-11- b V-I* d 5 F-C b V.4' b I'-r d
1.Abms spsne do riot' WVthdb"bmaL Add'
,, '. b to 1- @Wn for iMl spem 4*4r b V.W a W-11- b FIF b D W 0
bDtwabcmspmsfbrtW spem Waybell,I'll d 4W b _d
13pomemaybell 2.Spens 11-C d
4W b 4Ct b W-11- d r4r b V-C b Q 0 0: 0 (Z LLI
-r d r-(r b Y.il' b Or-il' d_ a _V�r b C-11- b 11-T d < I �- _j < (j)
T CO LL
T"3.3.1-120 AJlowabls Edge Beam Spans Hollow Extrusions Table&M-110 AllowsWe Edge Bem Spans-Snap Sections 9 -y-r-b T-I(r b W.V b W-11' d 1 9 b -7--io- b v4r ,b Z
Glass I Enclosed Rooms Glass I Enclosed Room 10 Tr b 3'.r b 74r b UAW d I W
ad of 27 NSF(43 WSF for Um CarAWW) For 3 second wind gust at 110 MPH veloW.using design load of 23 VSF(M VSF for Max.Cantiloven 11 7-1" b b 74- b V-19' d I W
For 3 second Wind gust at 120 MPH v*WW.using design 10 W z C14
kjkdnwmn*bwm am T4 Aboy GOES T4 r x r x 9.mr snap 12 7-11* b r-r b 31-r b 0-1(r d L)
r.2*28.OW __ rxrxo.)SV IV Lead k1sx. Or LOW
Lmml MOL vimm"I V 4owr Nn LOW N= V I tbendft V or Lmd Ub)LL W w ddleedso-4n D
an& Ism VAft 4 Span
WOOP4 UKL Wkilh Mj I a 2 Sp.� 3 Spen 4 8pon 1&28W 3 Spen 48pm icantOw" j&22psr4 3 Caff"WAW
J&25pm 38pan 1 44- 1C. WhM('L)I&2*.� 3" 4" cardn"Or <
5 4-4r d V-Ilr d V-10- b I V_- d C-C d rr b r-V b I V-r d b Vr d V-C d
5 Y-11' d W4r b 44r b V.W d 5 V-r d I V-1' b 4.11' b 'r-11, d
6 W-11" d r-W b 1W b I Vr d T-11, d F-W d I%r d
3W d W.T b V-I* b V-11' d a 7-11- d I V4r b 4-4r b a 4W d W4r d W-r b 11-7 d
7 T-r b S-I I' b T1V b W-11* d 7 7-V d I C-C b 7V-b -W-jEj 7 4%r d F-im b �4111 b I'-I* d 7 Sr d V4r b V_r b IW d 7 X�r d 414r d r-r d
(Y-10' d 8 3-r d I 4'-Cr b 7_11- b 9-1 9 4%W d Wr b -77--b VW d V-I* b 9-11* b I'W d 6 3�.r d 4'4r d v_r d v-r d
a 3rLT b 74r b Y-r b SW b Vr b I'W d S-r d 4!-V-�Td _77 d 1*4r d
W..j�d 9 7T- -77- Uj
9 3'-1* b 3W b V4� b W-I(Wr d 9 T.W b I T-r b X-r b ___ 10- d b 4W b 0111' d 9 - W4r b W-7 b V.T d If VW d 4'-r d -7.7-ti 77-d
If r-il' b T-r b �T-7 b V-10' d 10 T-r b I W-r b Jrr b W-iC__d If 3%r d b V_V b Cr-11" d 10 W Vr b
3'4r b (r4r d 11 7-1' bi -d I' b W-11' d 11 b I F-r b F4r b IW d 3-.T d 4�C -7--Vd IW d
X.Ilr b 3�.7 b 11 r-r d 01* b T-I F__
11 3-C b FIE- b 7-r d .1, d 4
b Z-11 OW d 12 F_ -11* d
12 74r b I V.(r b T- b W-Und- U r4r b ficbm IL
YN2"Re. 1.Abwm sim m-d,not k%AWO N of Imes bra-Add- dvhW% Wdgltlp M,*w of brow to bmn tz
LA" m=L$pmnV1 lbl'owr %n Lood Mmax. W I(bendhio V or LOW MW03L V I ftendft V or daPAedm W1 (D
WkNh(It.) I I loft W epwalarlaWboOMOPWO C
Width(ftj MOL NINO 1-4-2;;;q 38imm 48W
V'a' b r b "* b
sr-T b 11 b r- b
b
V4r b b r II
V_r b 'I b "r b
b r b '-r b
k4b r b I" I.
r b b 14r b
ri I sow
b b "n"
_r
W b
.11' b
.4'
Ell b
b
d
JMjd
124
jr d�4
b
Span
C
1&28p- 3 Bp- 4$Pon 1428p.4 3 8pm 4 Spen C. cmd"Wer. 2.SpgnsmWbol
V4r d 94r d I V-r b Cla*-nrdknwd 6 V-V d V-r d C-C d IZZ--d I r.II* d W-Ur d C-411 d 7-V d
I
d I%-Ir d
Vr d F-I" b 1 4'-1 V b V-11 d 6 C4r d W-Ur d V-I(r b 4 d F4r d V-r m
7.11, d ': b W-r b 114r d ? 4%V d W-r d W-r b 7 ��d _j7-d W-C d T-I(r d
'j.E b W-7 b V-11' d ra 4W d " b _F_1rb a 44r d W-11' d F-il d I%r d
T-Ir Uj 00
o SW d W-r b V.T b Cr-11' d 9 Fr d r-11- b 4'.r b 7-11* d Wr d 4%111 d 11-C d CO
A if 3-r d 44r d 7-rd Wr d 10 .
CL
3W b T-11' b -T-17 b W-116 d 10 TIV d Wr b 4V'.4C b V 12-r d IL
b UAW d 11 YAW d r4r b.
11 SW b Tr b Tr 4'-C b W-I L d 1 3! =d �4
" b T-r b TV b W-IW d 12 70 d C-r b I 4r*-r b IF:P r z X
12 OF-11,'4. 1 1 3-4r d PR;Td 41' d I-r d
_3W__- r X'r 10.050" maim 060
A 1.Abwm spovs do not bulude bno of kmo brus.Add harlawdal km upftM 1A) of bracs Im bmn �40
ILI I W vor;pi;�'
LOW MOL %n Lmmi Ohm ID tw abaft spens for WW bma qmm
WkMP4 MEL Wift P4 1 L2 ftm 3ftm 1 4%m
1&2ftm 3"m 42W CanukrVef Mm .2.Speramaybel
r-r b F4r b I T_
s- F-F d ff-r b W-1- b 1'.W d 5 4 r4r b
V-r b W-V b W-r b I'C d 4 vr b r4- b -f-i-- b
- b
V4r b FW b F-r b 1r d 7 V-I* b Fr b W-r b
_7-V - b lr-r b W-r b V
5 V.W b I b Fl-(rb V_�- d a 5'r
9 r-r b r4r b 4!4r b Vr d 9 V4" b V-Ir b b T Z'
10 7-11* b W-r b W-C b V-I' d Is F-1' b Vr b b d
I
11 W-ir b rAir b W-W b V_r b 11 A
4 V-11 d III
JlWrb SW b
b
V4r 7,
fobs:
I.Alimspsmsdonstbukdolardlieftrombrom Add' kmjVrWI*mmwcfbnm1obsivn
N 1080 -, spenstarloWbemnsperm
1 Spmmwlbs'-
A f 15;2 0 3
OF
Exbualons TAO&3.3430 Alowebb Edge 51 Sp� Barudow T"3.3A-1U'A1ow*k speas F*rFa.urth VftV orNW085011100ft Faming es�fbr ohm Rio
T"333,110 A&wmbbEdpB-Sj--Hd1uw For Scraw Room@ Cow#wbdto Obw I Enckised Rocom rw3 - wwoudati3ouPHvWwAr.vw*4%oipiowaf32WW
For Berson Room Converted to Oku I Enclosed Rooms AWyWUT4
F,v$second wW quot at 130 MM vgoW,oft design load of 32 NSF(W MF ftr MoL Cwd§11j
For3 idod quot st 110 MPH voloW.using design lood of 23#W(36 WSF for MOL CwNevot) T
Awfle!mft"UT4 - Vr 9-r I W-rl IV-r- w-r 2r-r I 2r-C I W-r I "-r
Afty 1-M T4 ame
jt"xrxL"r in rxrxEWoft 7w:194 s"wr Afludwal --Irxrxs crxEsdbftg
umspooWl Wor 'f-r-V'4-11r� T-r bi 74r
NoLft"Wilboodieuver 0 p Lad ROOM 1:101 1-'Wor'M a V7 NiLumvip I-WordefiodkANO z � rX X*AW3ULI4r�-W-rA'rW _AFC:
. V11 wift 43pm KSWL
VAft wv� r KNE 7 zspw� Ispon, r-xrxun ZOL"r. j1w%W bi
1&2$p.4 38pw 1 48pow RftL 40M W- CKAWM jr_j*41_r, 7LW
iistSpoo 39p- 48pas 1C.=-60 Coad0wer 11146dt 614ir V4r
e4r'd b 1 -1 W
-5- 6%, V.1- b ",d I W-W b V-W b IW 41 irr F 11 IF
'r d W-r b 94r b I'C d I & W-W d r-l' b CAP b T4r d 4f.0 b *41r b I ll-r 4 1 ...- Ir b F-C b W-C b 11-C d rxrxoawx l3w
SW d V-r b W-r b I'4r d 4w b rxrxLWrwf f4r VW r-II* r-r
I e4l*d b I f4r- b d 6 V-r V-1. r4r r-C 1961-
r
r
P, W4 [rr
5 r
r Lne
V-IW b TC d rr b F-I* b C411 b V-7 d I L I",A
7 104Ir d b 94* 2- W-lir b OW b rxrxLgWx
a V4r b Vw b W-V b V-C d I -P r 1,7-w 12W
4W b V4r d B f-r b lr4r ;"'4%r b I-Lr d w-ir?juvw IF
9 Nr b b W-V b I-- d Nr b OW b rxrxLO7rxL2W jr4r
W b W-r b 4%C b I%r d rxrxomrx IW.W lw-�r A lww-r w-r 9�r W-r
34r b T.il* b 3%.IW b W-11* d 9 W4r
�d r
�1.3. ur b 7-19* b r x W x LAWW -111 di IW www* Ir-I Iw-I
9 1r1r b 4r b V4r b 1%.I* d 9 OW b VW b Wwr b V-T d
F_ If --78 T-C b W-W 0-r b W b I%-r d =.iu,di 19 -7r dt IWWW
W-11 b " b W-r b T-I* d r4r b W-W b V-10' b l-r d -b T 941" d Is
-- 3-4r b jFr 74 b I'Llr d
r4r b 4%.r b 461' b Nr d f-C b C-W b 4W b 1%2* d 31 T-r b 3%.?* 6 74r b C41
I.r
P, b r4r b S-IW b 9-111 d 12 r.V b V-r b b I-r d b V4r b r-r b V-11* d u r4r b Pll' bi W-W b 1%4r d
M D000kUWAWft L rr I L Ir-r I 2W-C I 2r-V I W4- 1,
rxrxtw Is rxrxo,,a K&Woo rxrkp,,a-
IV-r A I- w-r-J_'J�Jrw
tAwd WEL w1pondsover rxrx&wrx&=c M N =i
Wda 7&7k am 38P. 4 Spoe Vw&p4i&28pw 3ftwo 1 4 Oft"Mm Kim L22C 21-1*di W-r I IV-�r Irw Is-IV SWTU
di W-C d r4r d i5-r
5 r4r d W-W d F-11* d imr d W4r b Wr 2-xirxLgW, 21r-l(r di 25--�di 27.17 4ME di IV r di Ir-7 bi W-4*bf IF-r bilf
T-It- d 10.111r, d I W-W d IA-r d
6 OW d ff4r d W-r d Nr d
I r.;r d For d W-C d Nr d 3-4r d *41r' 0 4W d Nr d
: ' I.Rk 'fat"I gi beconavitedworw iin
r4r d W-11* d W-l' d lUr d Tr d L d 4r-r d Vr d bl,
2.qpmmbmd%sj=UpjLecdbWpkodNdIoot
V41, d -f-r d V-11' d V-r d v4r d 4%C 4 4r4r d V4r d LsWbnmmuredfmmm*mcfconnoclanbfw*wwdlI z
WT-r d 16F 7-7-i; d I%C d 4.AboveopowedDrAtkoloisionalho(knoeftwo.Add C131
IS d i LLJ
4r
.7-r d V-W d d 116C d- buromPuft
wwr d I r4r d C-r V.tr L Sparie"bol
F F--dr 74-� d V-W di IW di W"r d - 'd z 0
MW z
knuprW1oow*wof1 lobown I.A-Sporadongkoufthroorigneigues.Add' *-qxWW-duof1xswlDbwa OW
a loftchavowarietwkWbouroopom &Wdon laftabove opecoforbotai bown W
2.*P-MWb*W-Poio%&, UJ z E -3
13;,Im for Wnseffmongoomme 0
TJOULA-1110 AlawoW Spww Fw Fax*WAN Mb-UwwO-Frwt&g Boom for Gbw Rowns I Endo-d Stucturse 0 w .3 ui
TaMe&3.3420 AMwrabls Edge Bom Spans-Hollow Eidmions For ohm/End000dr4of5ft 0� LLJ -
For3 second Wkid UMAt 110 MPH 11410011Y udn0d-1gn10cd0f23WF For 3 owond Wind Plot SLIM MPH vWwAr.U*q d-19n 108d Of23 1018F :) Cr)
Fw Scnwm Rooms Converted to Ohm I Enclosed Rooms fn C)
FW3 - wind gLwt at 120 MPH voloW.wing d 19 W*dof2?NSF(43WSFforM=C&nd1Wvw) ANWSWT4 W. Speck*- C) 5
Lo*dVAM Load VAN IV4r I 11W lr-r 1 < C4 z
"WoMT4 Ir-r t lV4- I jrw- 1--2-r-r---r 27.r I 20-r I 2W Soffus" F-C r-r 0 3:
A
r x r x um,vd was Cop Aftwhad ii"xrxL*w to rxrxEvbft Aliow"S"Wt wer, fl WIF vor
Lead UoPL WJMad1aqWord&IkcUw%n LOW M=.3p*n1V:1 IV or doftcdon Nn . W-W bj V-I' b C-IW bi W-r bi r-T b rxcx""xo.ior- IV-T b- r-c b I ir-l- b r-r b r-r b V-11' b 0 � s w UJ
111,23poo 34pwo 4 8p. ';-�35 4 Span I MIUL xOAWxLIW W-1- d r-II*di r-7 W W-F bf S-11 F-W b V- bi-f-11'b x x 0.10r, IZ4r b 77.4v D I w-ii, b W4r b V-Ii* b I W-W b V-r b
-,-g-KxGAwx4LI1xr IIW d imw di bi r-li' bi r-r w4r bi F-C b V-11" b V4r rxs, jZ-4 2 < U)
-1. WO b rxrxoAWXO.12r ii--r b id-ii, b IVW b LL
WkNhpj MOL Wkuh CIL)1&2 C&n*ww -r d IWW bf bi r-IW b r-C b C-7 b -TF-.Fb IX-C b W itr b W-W b
b -r 4'-4* b
W b VW b
- b fy
VW b
r r
r r4r b
V-- b ,_, b
,r4r r_l. b
I" r_"
b 11b
b
" bi V4r b I'-T d 5 d W-r b W-C b IW d r.W-xuwxu2r ix-r d It W-W r V-W b !70�20' lV_rL b IST b 17-1 -IMI b iW-r b Z
5 W-111' d xG.CWx*.12r IV-P d Ir-r i Ir4r bi W4r V-1 b -b rf:rF-b rW r4r_b OW rxrxabw I b 17-r b 11 b LU
a r d " bi V-I' b l-r d a W-C d 6-11' b V4(r b VC d V V` F-C b lr-ll* V.r b UrrXI-XV.. 21*-11' b 17-11* b I- -Ts--W-b 7wr b lf-r b 5 C)
-.:t - - XCAWV4bmwt lIr-r d IV6IIw d W%W d IT-r d 17-r 1114r b 10-41-b 101.4- b V-r iw-iu- D IV-i(r b IF-W,b VW b 174r b w 0
,r4r'b 1*-I* d 7 r-ll* b F-7' b 174' b Ve d F;R! d z
x 0.07r x GMC Wr d !E-_4 d 176-10-of-r3-'F-b fr-l' b V-r b GMC b C,4
C b C-I(r b :d I - b 111W b Ijr-r b 10*4r b W4r trxrxLC?rx
I. b V b 2114r b b iV4* b 164r b ir-l(r b
1*7 d x DATr x 02W W4r d Ir-ii'd I" IW-r 17-4* lw� W-I(r b Ir x r x asTr x L22C 2r-
b W-r b W-W b 11-1- d I r-r b Far b F-V b I 3!. 12'W b 11--r 19-10-b IV-C
-4 2F-C b lr-I* b IW-r b
IV b r-r to 4'.r b 1*4r d I r.V b V-11' b V-V b l-r d -,-,W.oMrxL30r 21--r d WW d b 13 b 11-C 17W b L3Ir 23'-1* b ir-IV b ir-li
17-1 IV-I(r d 7TJrW.®r d w1.:Q:X-=X
Is r.r b -f-i" b T-11' b V-11' d Is r-r b 4*4r b V-r b 1--r d_1 -r-2MxomrxL3t!MW4r d 2r-C d-W7-d-W-10--d-Irr-r b 1 irxirx9,09rxL35"W-W b 1 zrw b, zy-a-, 2,r4r b 91-Jr b 211W b!
3--V` b V-I(r b W-W b V-11- d II T-11' b C-W b 4,-r b 1�1� load
�t� - I.GlawFlo, Th*wd=wofakx1*WXaN1 WkWoft oftom pwm loam dw*W 10 110 NIPA 101101
d ft
C b 3%r b W-r b V-11' d 12 IV�b4%T�b 4---r P I-I "**wnwft ID In above WftM dm I - W odd0on!1 9 IS"d NNIU1144L
tP,-- 80ff4kfto r4- 1 Ir-r I i2*.r I-w-r I jr-r I lr4* I 2r-r I 2r-V 1 42-
rzrx&w,te rxrxEds*q ftoww L Tobin swxm ex wNb larger=*Udm
AftioebieSpooWl' - Ver Speasonybol
Lind No3L WI(bandingWor Nn 274r 2V4r r"V d
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GenwW Notes and SpecIfIcadcas: INDUSTRY STANDARD ROOF PANELS
1.yiniolwAignmod I arodedpodlobevardsidlobb*wWwoodfive, struCILMOf DaSTING TRUSS OR RAFTER
!!iTx4r0AWMKSRM .
ajaWstagIrucigamicapacily.Thex I Aarlhomcowdmlvo*BM#wmmdnmb"lsln F%%AED FLASHM
good condillim and d sufficlent h 10 10 tow to F AF M
Z William k a question abcoutto host vinxitm to ownerjethis own expense)sholl bh an Pft ROOF PMEL
91 crap III horinkopeclanconpotybwffyhM*udmempack-
&R011111 foofp@rAko-*)-dosbmdforuWmmbwkwWcmndbe I-, on-, 12AV
pbvmd Is laid across to rlbs.Pan have base Isslad mad pwkrm battler In wind uplift kads 11han
dead load*I-bads.Sports for pens am based an delladon of I=for high wkvJ zew I I WOW SCREW PE!
W WDE x VARIOUS HEIGHT RISER ROOF PANEL ORREiTAL
4.Cornpositepawiscenbelcmdalosuallconar-, In loodswultw.,%whink pollon,
scALE:r-v4r
wait In a1wr leaL The I powl tables am band an I g pmpwo- lots ALTERNA I TE.
mowm 1111,11tof Ula& #I0x30S.M.S.ORWOOD,
&Mae folowing ndn apply b aftedwwals Involving sind nurada1med homew SCREW SPACED Q 17 O.C.
&.8truclurvalobsplacedINJISCOntilDIR 11 lannuft*modhornabullitprWilo1994shalluse
'burlhwdemdmdWardMpmWodobdWpkmof#w -110-1marmbduredhorne EXISTM FASCIA
dcxvwMadM-pbmf-sbqmdcmvbwwWudbytwwvknw.ThW -11 110111
screen lobso mom sind lorolharshftems lobe aftechad 12W—
IL For A&Imenufackired" - btAttaftwl994.dnmbmmaYboaftdWWmklWthO PQATANDBEAM(PER
projedic", the pion for attactnect ofthis nwm=L The cordiaclorl horne owrw shall! 12"WIDE x 3"RISER INTERLOCKING ROOF PANEL I k TOLES)
lx- -1111caft cftw*ucbxWslmbmwWiDtkMtwhod*uftm SCAM- 7-I'-V
B.This shapes NW copocMn of pm 8!W C r 1,m 41 Web in Inim-ffWu*y Standwe shapes
for n roduct town, ad
—ftcb—wopigwyWup@&Urbaftnumftctwwoftop Is b a[T z
uss this lwxkm*y Stendsocr Tables;for alloamble spent. ALTERNATE-MOBILE HOME FLASHING; ca
I U) Lu
7. oreamPortlosm n .1wroolmustbe FOR FOURTH WALL CONSTRUCTION— 93
chsoiculiandrekdoi forihs buldingrequinseards. .12AW PAN ROOF PANELS z 0
&Whenu*VTEKsoew In lieu dSAA.longerwass mustbe Load to cornponsaft for drill SCALE: r-114r (9 L) z
hand. CLEATED ROOF PANEL co ro c!) 0 :j
9.For high valloft hurricere mones ft"di as In bad I applied load shall be 30 PSF. SELECT PANEL 6@InH FROM SCALE-r=-1'4r ALUMINUM SM INSTALLATION NOTES- 2 uj z
z 0 0-
TABU23
lix kdmkx wwb&cafew or u pwok may hm ijr sheat fo&eddad by ascurft on E.P.S.CORE A. MACE(2)BEADS OF CAULICIM ON 0=SIDE OF HEADER BEF0jk 5; 0u) jw
INSTALLING. Lu- (3
=) co
d"rockvd 1**w thind shostrockaxem at Ir O.C.sech way. . ...................... S. SUDE I'!TAB AT TOP OF HEADER UNDER DRIP EWE DO NOT PaH DRIP EIM UP. ca
11.AN bads guitar and caps shall hm water rAd poft SIDE CONNECTIONS VARY DRIP EDGE MUST MAINTAIN SAME PLANE AS SLOPE OF ROOF. ca z
IZ Spawn"bo'blerpolated botwev vakmabLitnotodrapolatedoutsidevahms. ................... (DO NOT MTECT SPANS) Q Q x 0
IL ....................... C. FASTEN HEADER TO FASCIA BOARD WITH 010 x I*SCREWS Q rAW.Q STACGEpM Ix I:) M F2 C.)
I&Design Cho*List sind inspection Guides for Solid Rod Panel Systarns am Inckided In 1111plectic'n I ---------- TOP AND BOTTOM(SEE DETAIL MOVE) 0 0 � 0 0: L)
guides for Z 3.4&5. Lhas sedlon 2 Inspectim Wilde for volld rod In Section 1- L -�2 -1 § LU
4&ODVI D. PLACE PAN ROOF PANEL KTO HEADER AND ATTACH TO 4TH WA4L POST AND BEAM z Co LL
SedJon 7 Design Statement COMPOSITE ROOF PANEL rINDUSTRY STANDARDI SYSTEMONLY. DO NOrATTACHT0 HEADER. HEADER IS USED ASIhASHING ONLY. LU
W
The rod wydwm clesignod for motion 11 we Main Wind Force Resisting Systains wid Canponents and SCALE: r-1,4r Z-
Clecidling.in=ftnerm with the 2001 Florlds BWWV Coda stach"BeIrw nvid be designed uaft 2
beft for cornponords&cisidding.Thus,Section 7 uses mwal dftwd callegorl"of these as CO 5
described below.All premunve silhawn ki the table below am In PSF PSF� PAN ROOF ANCHORING DETAILS COMPOSITE ROOF ANCHORING DETAIM —.1
I- Fr—bmdft Structursawlith Now-slopal Roofs with anw*mrn In kxW of'10 PSF-Th8
design wind beds used am korn ASCE 748 Section SA Analytical Procedure.The loads=am*a ALTERNATE CW*ECTION:
aween rod height of Im than 301 roof slope d Ir b 1(r.1-0.77. (3)#8 SCREWS pff PAN WITH SEALANT 049k 1/7 SKS.SPACED
HEADER(SEE NOTE BELOW)
2. Aft-had C—such -poi pdo covers.gablod cerpoft srW*mum roorns with a I-MINIMUM EMSE6WENT INTO EXISTING TRUSS OR RAFTER
FASCIA THROUGH49AN BOXED uj
minkyarn In load d 10 PSF.The dn%n wind lowle usal are from ASCE 748 Section&S.Analytical END #10xI-IrZSJLS.ORWOOD
ProcedunL Roof slope or Cr to 25*(+/-'IO*X I a 0.77. WOOD SCREW M PER RAFTER
OR TRUSS TAIL ..
EXISTING TRUSfk%RAFTER ......
& Glass RootnadesIgn bob use a mirkmon kvbadof2D PSIF=-A%*W be&we IrcmASCE 7-M #10 X 3W SAA OR WOOD
RQ%F PANEL
SacBmSAAnak*WftcodnwWtw2DMFkm BuildlingCode.Thelcadscrommernsunrod
#10 x I-Im AM.&M PER ROOF PANEL SCREW SPACED Q Ir O.Q
height often thion=roof slope o(2D-to 3(r(4-In 1-0.77. ROTER O*fRUSSTAL
a) g 6
a- Endowed dftcbKW vislana uai a negative inlarnal pimsv=coalliclentafti-0-I& #10x3WSAc&QIrO-Q 08 x 11r S.M.S.(3)PER PAN mqknNG FASCIA
oagW FASCIA oKrrrOAQ AND(1)C ROM ROOF PANEL TO FASCIA DETAIL
b. Pseflailly Enclosed struchxall xydwns use a negative Internal pressm coefficivit of+/-0.55. crop) ul
SCALE: 2"-V-V CA 0 0
4. OvwhwW use a n**ntwn On loskl of 20 PSF and wind loaft am from ASCE 7-W Section ILS, ROOF PANEL TO FASCIA DETAIL EXISTING HOST STRUCTURE 0 . x I
Analytical Pfocad-for Cornpownts&Cladding for Enclosed or Pwd*Enclosed Shxtural Systarns. WOOD FRAME,MASONRY OR Ml0k UT S.M.S.SPACED 0 11 P U.
The bads asoxm a ffwm roof height c(bu than 306 rW Mope of 2V to 3(r SCALE:r vw OTHER CONSTRUCTION G*O.C.BOTHSIDES x
(+I- SEALANT FOR MASONRY USE
I9'x I-IW MASONRY
FOR M"ONRY USE HEADER(SEE NOTE SELOM ... ...... ... Cc
IjCxI-t#'1AASONRY ANCHOR OR EOUAL Q 2'r O.Q
FORWOODUSE#10xI-vr
ANCHOR OR EQU"W Or- SALS,OR WOOD SCREWS a 47
FORWOODUSF*I0xI-1Jr RO
SAIL&ORWOO&OCREWS0 ir D.C. OF PANEL
r O.C.
ROOF PANEL
EXMTH3 HOST
WOOD FRAME MMPDNRYOR DETAIL
#8 x Wr ILKS.M PER PAN ROOF PANEL TO WALL
OTHER 6jjP7RUC7lON (BOTTOM AND(1)a RISER
SCALE: 7-1'4r
NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BU173 OR THE WB�FASCIA
ROOF PANEL TO WALL DETAIL FRAMING WHERE POSSIBLE ONLY.15%OF SCREWS CAN BE OLTrSWqM TRUSS
SCAM 7 w TV BUTT&SUB-FASMAND THOSE AREAS SHALL HAVE DOUBLE AN042JR&ALLSCFMM
INTO THE HOST STRUCTURE SHALL HAVE MPMN I-tW WASHERSft SHALL BE
H
NOTE& R(W 0)6NELS SK41L BE ATTACHED TO THE HEADER WITH(3)EACH#6 x IX LOW WASHER HEADED SCREWS. A
CORR&F)N RESISTANT MEET METAL SCREWS WITH Vr WASHERS. ALL SCREW HEADS �R
HEADER WSW DIMENSION SHALL 13E ECIUAL TO PANEL OR PANS DI&THr.THE WALL
SHALL#_E CAULICED OR SHALL HAVE NEOPRENEQASWET BETWEEN THEWASHERAND THE THICICkESS OWL 13E THE THOGESS OF THE ALUMINUM PAN OR O%1MMTE i:ANEL
PAK MN RIBS SHALL RECEIVE(1)EACH##x UrSCRFEW EAOL THE PANS MAYBE WALLTHKWW-'M HEADERS SHALL BE ANCHORED TO THE HOST SWPA)CTUREvffM
-XIEDMIROLM BOXED PAN WITH(3)EACH#$x I*OFTHE ABOVE SCREW TYPES AND
ANCHO ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED70 THEAMCHOR11DETALM
THEAd"ESPeCIFIED R12ER SCREW.flIxOMIrTEKSOREWSAREALLOWEDASA ABOVEARE BASED ON A LOAD FROM IM M.PJL FOR S13C SECTION Ift FORA
suBsiffIDITEFORnxiXAMA MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST SMICTUIM
OF
q�
MACE SUPER OR EXTRUDED
#5 x 117 ALL PURPOSE GUTTER BEHIND DRIP EDGE IW 0 SCH.40 PVC FERRULE
EXISTINGTRUSSORRAFTER Mom a 12-OJM 3PFAN ROOF PANEL
r x T x Ir L024*MIN.BREAK BREAKFORM FLASHING SLOPE IM":11
FORMEDFLASHING 'icr TI;t LWORRAFTER qbnx3W S.M.S.PER PAN Wf
EXISTING
ROOF PANEL WALUMINUM PAN WASHER
#10 x 2'S.M.S. Ir O.C. Q%ULJ(EXPOSEI)SCREW
:............. ........
o#l0xl-lWS.M.S.OR
WOOD SCREW PER RAFTER
ORTRUSSTAL .... .. x r LAO SCREW(1)PER
ALTERNATE: T EXTRUDED OR IffiUSSIRAFTMTAILAND
COMPOS"ROOFPANEL EXISTIHGFASCIA SUPER GUTTER
#I0x3WS.M.S.ORWOOD M SPAN TABLE) l*xVLAGSCREWMIDWAY
SCREW SPACED 0 Ir O.C. SEALANT F&I WEEN RAFTER TAILS
EXISTING FASCIA SCFtEW#10x(T+IM STRIP SEALMIT BETWEEN SUPER OR EXTRUDED jU_TTER
FASC**ND HEADER EXIMNIG—ROOF TO PAN ROOF PANELPE%mkl
irr sHEET Roff FASTEN TO SCALE,r-1'(r
POST AND BEAM(PER PANEL Wl I-1KINE THREAD EXISTING FASCIA WACESUPEROREXTRUDED
TABLES) SHEETROCKS&REWS016' NOTE: WHEN SEPARATION BETWEEN EXISTING TRUSS OR RAFTER WITTER BEHIND DRIP am
0) DRIP EDGE AND PANEL IS WEALANT
EACH WAY
FASTENING SOWWBIKKILD LESS THAN 3W THE FLASHING
13E A MIN.OF ly-BACK FROM SYSTEM SHOWN 18 REQUIFIED WfO x r SALS.0 12-O.C. Q
ALTE ATE MOBILE HOME FLASHING THE EDG619F FLASHING V&0 SCH.40 PVC FERRULE co j.
FOR F iURTH WALL CONSTRUCnON &TERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS cl
COMPOSITE ROOF PANELS SCALE:r a 1'4r z 0
SCAM 2*=1'4r 1. kSHWG To BE 94STAUJM AMIN.r UNDERTHE FIRST ROWOF SHINGLM v a x 3W PER PAN RIB (9() z
FU U5 C9 0
Md*W SLOPE
2.ST 0011.FOR FLASHING IS lir A19 MIL COK- qkLK osxm SCREW Luz[= —
FLgtST-FWW OF EXISTING NAILS MUST BE REMOVED TO INSTAL FLASHING PROPERLY 0 0—— <
WEADS 0 oo �
INSTALLATION N07ES: 4. FLASI*M WILL BE INSTALLED UNDER THE FELT PAPER WHEN POSSIBLE
&HEADdW WILL.BE PUTTYTAPED AND CAULKED EVEN THOUGH FLASHING IS TO > 0)-j LU
A. RAM(2)BEADS OF CAULIONG ON BACK SIDE OF HEADER BEFORE INSTAULING, WPAN ROOF PANEL Lu— a
BE.INWALLED- EXTRUDED OR QAft SLOPE 1W:11 D m
S. SLIDE I*TAB AT Top OF HEADER UNDER DRIP EDGE. DONOTPUSHDRIPEDGEUP. FTHgoROP FROM THE EDGE OF THE SHINGLE DOWN TO THE TOP OF THE HEADER iW x Ir LAO SCREW(1)PER SUPER GUTTER C8 r-
IS MORIE THAN I'THEN THE DRIPTDGE WILL HAVE TO BE BROKEN TO CONFORM TRUSS I RAFTER TAILAND WHEADER ExTRustoN j C-4 Z
DRIP EDGE MUST MAINTAIN SAME PLANE AS SLOPE OF ROOF iW x 6"LAG SCREW MID WAY %STEN TO PANEL W1(3) 3: 0
TO THO DROP.
C. FASTEN HEADER TO FAISCIA BOARD WITH#10 x V SCREWS a Ir D.C.STAGGERED T.WHE141LUSING FLASHING THE SMALLEST SIZE MADER AVAILABLE SHOULD BE USED.ir BETWEEN RAFTER TAILS x lJr S.M.S.EACH PANEL a D C.) I--
TOP AND BOTTOM(SEE DFrAL ABOVE) 031 MIiL-tROLLFORM OR Ir BREAKFORM IS BEST SUITED FOR HEADER SINCE rr SUPER OR EXTRUDED GUTTER 0 0 �0
< _j
EXISTING ROOF TO PAN ROOF PANELP-L-9MIL 2 26 Co LL co
D. PLACE COMPOSITE ROCF PANEL INTO HEADER AND ATTACH TO 4TH WALL POST AND a.WHENIS)EPARATION BETWEEN DRIP EDGE AND PANEL FLASHING IS REQUIRED lt2'
BEAM SYSTEM ONLY. DO NOT ATTACH TO HEADER.HEADER IS USED AS FLASHING SEpA*�TION MININIUM. SCALE r I'4r LU
W
9. STpjW§EALANT BETWEEN FASCIA AND HEADER PRIOR TO INSTALLATIOK
ONLY. BREAK FORMED OR Ix C4
EXI WDED HEADER 0
PLACE SUPER GUTTER QkALANT 5
BEHIND DRIP EDGE ftX4-S.WS.W/j-jrro
... ........ WNDER WASHER 0 12'D.C.
HOST STRUCTURE TRUSS OR #0 x lir WASHER HEADED
VWULK SCREW HEADS&
------ vs EXISTING TRUSS OR RAFTER
RAFTER 4 ��400*11140110TANT
CAUIX ALL EXIRPSED SCREW lklik*S —�
WASHERS
V FASCIA(MIN.) HEADS arat
ALUMINUM FLASHING SEALANT qdkULX EXPOSED SCREW w
BREAK FORMED METAL SAME #10 x 2S.M.S.Q 24*D.C. c�
THICKNESS AS PAN(FAIN.) SEALANT UNIRER FLASHING LUMBER BLOCK94G TO FIT WCOMPOSITE ROOF PANEL
ANCHORTO FASCIAAND
RIZER OF PAN AS SHOWN PLYWOOD OSS BRIDGE IW x r LAG SCREW(1)PER Q01N.SLOPE lfir:11 re
3"COMPO'94TE�&R PAN It" FILLER TRUSSIRAFTERTAL
#8 x 3W SCREWS a Ir OJC. (SPAIII1111PERTABLIM M&0 SCH.40 PVC FERRULE
r
4EXCTRUDED OR r- I
#8 x lir SCREWS a EACH RIB EXISTING FASCIA MF (D
SUPER GUTTER
ROOF PANEL
EXISTING R_OOF TO COMPOSITE ROOF PANEU-bETAIL 1 Lij
SCALE.r 1'4r
Vcx x OMV STRAP 0 EACH r-
Q%ObsiTE SEAM AND in (D
HEADS
AM
CAULK EXPOSED SCREW WAkYBETWEEN EACH SIDEW
(*410xrNTOFASCIA
COMPOSFTEROOP. IMIOXC PLACE SUPER Oft EXTRUDED qV)#iOx3WWMGUrrER
QWnoN2: AM
HEADER(SEE NOTE BELOW) LAG SCREWS Wf 1-19* GUTTER BEHIND DRIP EDGE
FENDER WASHERS 0 lr Mr-
lft"x r LAO SCREW(1)PSI
THRU PANEL INTO 2 x
TMUSS I R*MR TAL IN WO
PAN ROOP#8 SALS.4tr a qbL40PVCFERRtULE
FOR MASONRY USE r O.C.OR(3)PER PAWL
lWxi-iM*MASONRY
ANCHOR Oft ECIUAL rX2*xO.W
HOLLOWEXT.
EXISTING HOST STRUCTLM .... ...... *4composrm ROOF PANEL
WOW FRAME.MASONRY OR 0 2or OZJ:OR WOOD USE SMSTI x4"LONG Pft)LAO 4
OTHER CONSTRUCTION #l0xi-iWSALS.ORWOOlD SCREW FOR MW #10 x r SALS. 2C O.C. (MiK SLOPE IW:il
SCREWS air Dim EmeEDmENTpK)wm
RAFTERORIRUSSTAL
TE ROOF PANEL TO WALL DETAIL CONVENTIONAL RAFTER OR EXTRUDED OR *40ADEREXTRUSION
TRUS$tAL EXISTING TRUSS OR RAFTER SUPER WAsTEmmPANELWf 5 2
SCALE:r-1,-cr. EXISTING FASCIA GUTTER Max Ur LM.S.EACH SIDE
NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER W/(3)EACH n x IM LONG S.17=ANDFASTENTO
CORROSION RESISTANT S.M.&Wf llr WASHERS.ALL SCREW HEADS WWI BE SEALANT WITTERWLAGBOLTAS
CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AMTHE PAN. %#VM 10
PAN RISS SHALL RECI-3VE(1)EACH a x IW SCREW EACH.THE PANS MAY BE EXISTING ROOF To COMPOSITE ROOF PANgkbETAIL 2
ANCHORED THROUGH BOXED PAN Wl(3)EACH 0 x V OF THE ABOVE SCREW TYPES DETAIL
AM TW ABOVE SIPECRED RIS SCREW. SCALE:r--r-w SCALE.r-1'4r cw
ALTERNATE 3WO HOLE ORING DETAILS
PAN AV�W ANCH
GUTTER RIDGE CAP SEALANT
PAN ROOF PAN HEADER PIREAK-
FORMED OR E)Cr.)
axwirir:KscREws@ HEADERS AND PANELS ON.
PAN RIBS EACH SIDE BOTH SOW OF BEAM FOR 08 x 11r CORROSION
GABLED APPLICATION REM nVE WASHER H%%DED
CAULKALL EXPOSED SCREW 0.0WALUMINUMCOVERPAN SCREWS 0 2'r O.C,
.......... ... 0
HEADS&WASHERS OR CONTINUOUS ALUMINUM ALTERNATE NO x IW14"
. ... . SHEET Wf 1W 0 WASHER.
. . ..............
#8 x Irl,SAM(3)PER PAN
AND(1)ATPANRISER
ALTERNATE CONNECTION: PAN OR COMPOSITE ROOF ......................
PANEL .................................
.................................
ER ...............................................
#8 x 14W SCREWS(3)P
... . .... ..
PAN INTO BEAM THROUGH 06 x IM SALS.(3)PER PAN
BOXED END OF PAN AND .......
ALONG PAN BOTTOM
HEADER
.e3ff x 30-ItZ LOUVER VENTS
OR 314*0 WATER RELIEF ROM PANEL TO 13EAM DETAIL
HOLES REOUIRED FOR 2-l1r SCAI-e r-1,4r
&r RISER PANS <
FOR PAN ROOFS: TYPICAL INSULATED PANEL
FASCIA COVERS PAN&SEAM WHEN FASTENING PANELS z
OF PAN&ROOF OR PANS TO WOOD PLATES (3)EACH#8 x IW LONG S.M.S. SCALE:2"-IW
...........
SCREWS SHALL HAVE A
PER Ir PANEL Wl 3W
.. ....... c') w
NOTE. MINIMUM EMBEDMENT OF V ALUMINUM PAN WASHER
GLITTERS FOR 2.vr AND LARGER PANS SHALL HAVE A 31410 HOLE OR A 31W XC LOUVER 0
. ......... .
. . ..... .... .
12.FROM EACH END AND 4r D.C.BELOW THE PAN RISE BREAK TO PREVENT WATER NOTES: 1.INSTALL RIGID FOAM IN
... I.*.,.,.,.,.-.,. . . . .. *.*::.,. I SULATION INTO ALUMINUM ROOF PAN. z 0
...........
BULD-UP ON THE ROOF.THIS WATER RELIEF SYSTEJW IS RECOMMENDED FOR PANS CAULK ALL EXPOSED SCREW T 2.COVER INSULATION WITH ILOW PROTECTOR PANEL WITH OVERLAPPING SEAMS. 0 0 z cl)
SMALLERTHAN 247 ALSO HEADS&WASHERS 3.INSULATION PANEL SHALL BE CLOSED WTTH ALUMINUM END CAP TO SECURE co 65 c!) 0 -j
V— ROOF PANEL PLACEMENT AND TO DISCOURAGE THE NEsTIN%DFVVLDUFE AND OR INSECTS. w Z j= :;�
PAN FASCIA&GUTTER END CAP WATER RELIEF DETAIL FOR COMPOSITE ROOM' (PER TABLES SECTION 7) 4 pRCqECTOR PANEL WIL.L BE SECURED By#8 x 5W CX)RJROSION RESISTIVE WASHElk Z0088t;
#10 x 0+un SUB.W1 5; 0(o -i w
SCALe r-1*(r 1-1/4-0 FENDER WASHERS SUPPORTING BEAM HEADED SCREWS. Uj - a
=) co
17 D.C.(LENGTH (PERTABLES) 5.SCREW PATTERN WILL BE 12*ON ALL PERIMETERS AND 2C O.C.FIELD ON EACH
FLASHING 0.02,r OR 26 GA. PANEL THICKNESS+1") PANEL:
GALV. C ROOF BEARING ELEMENT 8.ALLIMMM END CAP WILL BE ATTACHED VM(3)#8 x lr-"CORROSION RESISTIVE i2l < 811 Z
(SHOWN)AND 24-O.C.0 Q 3: 0
NON-BEARING ELEMENT(SIDE WASHER HEADED SCREWS. CTIVE COVER =) o �-
NOTE.FOR PANEL SPANS Wl 0 02,r ALWINUM PROTE MULTIPLY 0 cc 0 of ()
WALLS) SPANS IN SECTION 5 OR 7 By 12B FOR H-n METAL&120 FOR H-14 OR H-25 METAL 2 -j UJI
LL
z
ROOF PA&gL-TO BEAM FASTENINO DETAIL LU
r x r x O.Or x BEAM DEPTH+ SCAM 2 -l-(r z C14
4*ATTACH ANGLE"K TO
FASCIA Wf 2-W LAG
SCREWS Q EACH ANGLE $10 x 4"S.M.S.Wl 114 x 1-lr2"
MIN.r x 3'X OJW SJ"-(4) 0.024'x 1 r ALUMINUM BRK S.S.NEOPRENE WASHER 0 COVEREDAREA 00 Of
#10 S.M.S.0 EACH ANGLE MTL RIDGE CAP
EACH SIDE O.C. TAB AREA
00
... SEALANT 3ir To irz,ADHESIVE BEAD
........... .........
VARIABLE HEIGHT RIDGE ....... .
BEAM EXTRUSION #8 x 9116"TEK SCREW 0 ir FOR A I'WIDE ADHESIVE lz m
V., STRIP UNDER SH14GM (L !j ;;
O.C.
SUBSEQUENT ROWS
A-wDTH REQ.FOR GUTTER 00
B-OVERHANG DIMENSION 00 STARTER ROW
ROOF PANEL a
BEAM TO WALL CONNECTM ALL Wl MIN.(2)318-x r 000 COMPOSITE PANEL Viq/
(2)r x r x OAW EXTERNALLY MOUNTED ANGLES AlTACHED TO WOOD W SMUIDED OR BREAlk
LAG SCREWS PER SIDE OR(2)IW x 2-1W CONCRETE ANCHORS To CONCRETE OR MASONRY FORMED CAP SEALEWIN ca
WALL Am(I)ANcHoR PER SIDE FOR EACH INCHORSEAM DEPTHLARGERTHAN 3" (3)1"M*W8MTS(TYP.) RACE Wl ADHESIVE Qk
UJ 0 z
(ALTERNATE)(1)1-3/4'x I-M"x i-3W x iff INTERNAL U-CUP ATTACHED To WOOD WALL W/MIN.(3) lffxrx3"POST OR SIMILAR SCREWS 0 0
3/r x 2LAG SCREWS PER SIDE OR(3)19-x 2AW CON:RETE ANCHORS TO CONCRETE OR #8 x Stir TEK SCREW Q Ir SEALANT BEADS
MASONRY WALL AM(1)ANCHOR PER SIDE FOR EACH�INCH OF BEAM DEPTH LARGER THAN 3' Or-BOTH SIDES
PROFAB COMPOSITE ROOF PANEL WTrH SHINGLE FINISH DETAIL
CANTILEVERED BEAM CONNECTION TO FASCIA DETAIL
PANEL R011 IDGE BEAM a POST DETAIL SCALE:r-1*T
SCALE r
SCALE:r-1,4r ATTACH sHmamro COMPOSITE ROOF PAwLs WITH INDUSTRIAL ADHESIVE. a:
0.0W X 12'ALUMINUM BRK #10 xr S M A W1 19 x 141r APPLY AMESIVE IN A CONTINUOUS BEAD 3Rr TO 1W DIAMETER SO THAT THERE IS A I WAbE 51
MTL RIDGE CAP NEOPRENE WASHER 0 r O.C. STRIP OF ADHESIVE WHEN THE SHINGLE IS PUT IN PLACE.
SEALANT
VARIABLE HEIGlfr RIDGE 1)STARTER ROWS OF SHIN%tb HAvE ONE STRIP OF ADHESIVE UNDER THE SHINQkE
OEM EXTRUSION 68 x 9/ir TEK SCREW 0 Ir AT MID COVERED AREA AND ONE UNDERTHE SHINGLE AT MID TAB AREA. STARTER
O.C. SHINGUE Raw INSTALLED VM THE TABS FACING IN THE UPWARD DIRECTION OF THE
ROOF SLOPE.
2)SUSSEoUEWr ROWS OF SHINGLES INSTALLED WITH THE TABS FACING IN THE DOWNAlfto
ROM PANEL. DIRECTION OF'THE ROOF SLOPE W17H ONE STRIP OF ADHESIVE UNDER THE SHINGUE AW
MID COVERED AREA.
rxlrS.M.B.Wf(4)#I0 FOR AREAS ABOVE 120 AP.H.WIND ZONE:
RECEIVINGCHANNELOVER SALS.6 EACH ANGLE r x_SELF MATING BEAM 1)STARTER ROWS OF=SHALL HAVE TWO STRIPS OF ADHESIVE UNDER THE
BEAM ANGLE PROVIDE 0AW EACH SIDE IlrWELDEDPLATE SADDLE SHINGLE AT MID COVERED AREA AND TWD STRIPS AT MID TAB AREA. SHINGLE ROW ET
SPACER 0 RECEIVING Wf(Z)lWTHRU4IOLTS INSTALLED WITH THE TABS FACING IN THE UPWARD DIRECTION OF THE ROOF SUOPE- HE
CHANNEL ANCHOR POINTS(2) NOTCH ANGLE OPTIONAL #5 PEW IMBEDDEI)IN TOP 2)SuBsEQUeff ROWS OF S194MM INSTALLED PER PREVIOUS SPECIFICATION WITH TV% AP 5 2003
010 x 2-VZ SALS.0 RAFTER MUST REMAIN FOR ANGLE OLUMN(BY STRIPS OF ADHESIVE AT MID COVERED AREA.
TAILS OR 0 Z-0-41 MAX W/ OF CONCRETE COLUMN(By ADHEM%e CHEM REX.PL PRO"1148 URETHANE AMESIVE OR OSI-RFi4O 10
2"x Ir SUB FASCIA STRENGTH OTHERS)
IETE POST DETAIL
CANTILEvERm BEAM CONNECTION AT FASCIA(END VIEM PANEL ROOF T SCALE:r l-(r MINIMUM RDOF SLOPE,7 IN Ir 01F
SCAM"r-11-0,
br ,
COVEREDAREA
Table 7.1.1 Aftimable Rlaw Panels forVarlous Loadis Table 7.1.3 Alowable Spww for hulualry Slandord Rlow Poinells for Various
TABAREAVW11"ROOFING =*1114-114"Ir H-U AlimmilmumAllicyllilISH-44orH-25
NAILS Akmdmm Alloy RUM$ r x Irx0JW 2 erg M Minor Punk Glove
DISTAILLIEDPER I-JW x Ir x LUC 2 erg M Now I'modlik! ROOM FBIOW§wkmd 0worbongil- am Means
MANUFACTURERS Open somicum"
CD Nod !!no4N 1061' Vftd Name-16up I &AUm*wdC&nm
Mog
SpECIFICATMFORNUMBER 4 1112 4 All ftells- in 3 4 JU 3 4 SU 3 4 in 3 4
Magi- 02 ep3on 4 3 q.I
ANDLOCATION SPUN -p- "41111 '"am "Go ROOM apm s1m am SPIM Open OPM Spa open 1111101 spom
01 ISO jl:. 1110-r 18`-Ir wf*
E;IV INV, OR-", 406'r 1 ff4r T-Ir ir-111' w-r IX�r IV-1r 11-4r 11f4r W-It' __g6r--
"Ir lr�
IV
100 MPH r-r I W-V 1r4r F-4 6-1111 F-I 1%1 11011 w-v wr ismir ir-il Ir-7 if4r Mr IMF W-7 TF-tw -I-
W-C r4r F77- 'V
Ito F-r 120 M I =.r -71F'Wr Iry Wr I" 1114r 11"c' I
120 MPH V� I r-w C-11 C'r I w-r 1 W-4- r--r 14-
11-4r II%14fr V-11- IX-f-!FI-V
r-4wr W
If
J3��l ;�Irl I We :L;Ir 76-IC' 1 ;J� 1 130 IX- 164F 11'4r Ir4r IV-r f4r If z
L .I E_ IC' _I -w
01 r4r r-w
13 V�r 11401v Tr-17 I -r W-r W4r 1" 7 111-4 1
I.
SUBSEOUENT ROWS 140 MPHI 4-4r '.'C' I I
F-11- w I in WHI 5-v 1 w-lir I I 10.1(r 1T-4r'
150 MPHI 4-r 19-1 �W�4r I W-11'I Wjr i W-U* 1 47-7' 1 F-Ir
3ffTO1JrADHESIVEBEAD ale"R., rx1rxILDNlierillighiftloorPs Glen RO�
FOR A I'WIDE ADHESIVE 14MIx1rxemr2orgNbRiser
STRIP UNDER SHINGLE nommRsomms parummj Endomw Endowed avadmosof GPM seruchose 110MOR RGUING po"G.
Open Co"dkm VAnd Mono4goved Rout &Aftmohodd
vftw monb4lopod Red - a G0001% 3 4
STARTERROW ft.'� 1&2 4 mf 4 1112 3 4 1182 3. 4 AN ROOM U2 3. 4 "M 1 .3, 4 "M 142
21101 wM1 "m P. ep sPw Roo, ep opm ow ween spen "m "m spen open
COMPOSITE PANEL W "m
EXTRLIDED OR BREAK lee MPH r-- Irr-r —64- W41, W-r W-Ir W-11* too MPH W-r I jr-I 11 W-C jr-r I Ijr-C IV-r W4r 1 W4r W-111 17-10' iv-tw Ir-r
CAP SEALED IN IIOMPH F-Ifr V-4wr I 1r-110r* r6w w4®r 'r-101 W-11* 9-11 F-r 94r f-r r-w 1941" V4r IV-11 11--r 141-11- 1"
FORMED r�r r4r Irr F-r " 7-17 C-11 wr 120 MPH W-V ivw--IT-r- I 1r-w 17%r W-r 17-11' 17�r 19-11* 17-11- 'w-r --ABF-- -j
23E -_74-r I -F - -1
In MPH v4r r-r V4' V-1 i r <
PLACE WfADHESIVE OR 1123 MPH, F-C 'rr F-r sr -- MPH W-r If-Ir I" 13Lr I" V-1 Nw
w-r w4r 17-r 174r 10 T�-'.
SCREWS W-1V 'r-r F-C 130 MPHI 11041 Ir,10, 1" 17:11r Iv-w §71E, ad :3
r-111' 1'4r 174r 17-11. V)
IF 4ampt"Ir-7 IT-IF w-F irip T3-=iv- 14%.1* ;�� Ir-c
go
T11Ir 0 q PANELZ C-41 1150"II*.r Ij.Ijr 140-l' 11'.r JIT-IW IV-r V"4r 10-10'
-c-c -1111 ILL!
PC f4r V-1 W-7
Lu
PROFAB COMPOSITE ROOF PANEL WITH O.S.B. 141rxIrx&Ar2w5R&1Msw Gbn a Glass Row"s z 0 -j
fission Emio"W Owwbmgi Open sorecoove screen Ammme Pow%Endo@" z In
AND STANDARD SHINGLE�FINISH DETAIL Open <
wbw Red &APmhw C Cwdftw Vftwi NOW U) 0 P
4 I&V 3 4 IM 3 4 3 4 1&2 4. � Mig -3�- - 4 1&2 3 4
SCALE: N.T�S. R A. 3 4 1112 1110111- 1&2 2 ui z
1&2 "'Op som 0 a
SPECIFICATIONS FOR AppLyNG O.S.S.AND SHINGLES FOR ROOF SLOPES OF 3:12 TO 412 Pon SPIN "M open Open some GPM GPM. 011101 Rook - "m opm q- won q- spon Open wom wom won go- q- P46bb
7A
rr r4r 4r4r " f4r 100 UPH IV-IW 23W 27-r I" I 27-r 2V4r 11341' 1r4r I" W-Ir I" ilo-r OR -1 w _j
r4r
100 MPH V-41' 1" 10-11- r7M-V-lr lw'w 1110MM iV-Ilrl 2Y.0 27-r IF-r I 211C 2114r jr-jr IV-11- Ir-r IC-1- Ir-r Ir-r V)
INSTALL PRO-FAB PANELS IN ACCORDANCE WITH MANLIFACTUREMS INSTRUC11ONS f-r 941' r-Ir r-r V-r r-r r-Ir 74' -J1w re
'W-'r -- - — 7 r Im
I 10 MMPH 1r-- I(r-t' Wr r-r-1 0' —
REx 94a uRETWkNE AND CLEAN THE ROOF OF ANY --E 2Wr 21r-r Ir-Ir,jip�-r 164- 1" IW4' 1r4r Q CD
SEAL ALL SEAMS WITH PRO 200D CHEM NIUMPH r-r r-r v4r Fi V4r V-10' VW V-r V-V W-r r-r r-T "5'-'(r
MPH 7-r ITO Iff-V 1V-r -j
DIRT.GREASF,WATER OR OIL 123 V4r " W-r 94r G�r W-r V-11- 112"M FIrU"X511 -21,P, F17 IV-11' 27-C 1114r W-W IV-r < R LL,
PH
130 MPH r-r V-111 F-r v-r vI* W-r w-r w-Ir I In MPH ic4r W-ir 211-r ic-ir Ir-r Ir-r I W-C Ic-r Ir-r 16-1
APPLY 10 MILS OF MORTON OR GLUE TO THE PANELS)ND WsTALL Will"OAS.S.OVER THE a
I,MP
H fl.1 r-w -r r4r r-r &-III MIE, I W-W r-r 1 140 MPH -r IV4r 13"1' 1" IV-r W4r 1"117-111, 111-r 1'r-Ir IV-I" C) W 0 0: z
1 oo PH
50 MPH F-V r., -194r 13-4- iir-Fl— W-r 1 11-1-1 17--v 141-r
GLUE AND PANEL& In MPH r4, r ir-r
Fir I r-r r:jij r-r 4%r I V-r I F-Ur I V-11'I F-r G`,T TSQ MPH < < 0
INSTALL Ise FELT PAPER IN ACCORDANCE WnM THE FLORIDA BULDING COOE�2001 EDITION. low ToU I n,0 p on-'wkfth-room 010-1 14-4-Tol i-romm ''m+WdvAdth+-w !MIS ;f LL
SECTION 1507.38. UJ v- L)
WSTALL SHMLES IN ACCORDANCE WTTH THE FLORIDA BULDING CODE,2001 EDITION,SECTION W w
1507.& U)
Table 7.1.2 Allowable Spww flletkNIUsby Shvidard RIW Paneft for VIVIOUS LAIMIS TableT.1A Allowable Spain for kWus&y Stersdard Rimer Panels for Var�Loot1ii; 04
Ahmdnwn Alloy 31W H-14 or H-ZI Akm*nm Alloy 3105 H-=
14tr x Ir x&AW 2 erg RIh Ifter PON&— GIMS PAGON1 rxWx9JW2or5RIbR1sw own
-j
UNIFORM LOAD L"FORM LOAD Open unmcwm ----&,@-Room pammily Enclosed omism"I open shocames sawen Rams P--ddly 0: Enclosed 11'=;i <
vow M2!gg"Rod a covers - cmndkvw Wind Roof a Aftedad Cw#m c"llgivimm
Region 4 1&2 3 4 JU AN It... 1&2 3m 1 4 1&2 3m 1 4 162 4 1&2 one 1 4 A a
192 3 4 spen open 1 op3on 1 4 SW op sp 4�81 M A
Open SPUR. OPM open ii-I spon spoft open 011001 open few Open 1110%
open ow W-r W-IV 174r
00 MPH r-r I W-C g?4r f-r4r r-r- I r-i I. 7-C 100 MPH IV-I* IV-io* w1r 15�11 Ir-r 1 Ir-r IT-w I" I",
-r-r -r W-W ff4r r-r I r-7 7-r Ito MPH 19-r lo-10" W-r WO to-- I Ir4r. ir-r-ir-7 -if-w--it'41` 14%IW 16.1'
lie 1r4r Fr 1 V - '
r-c GLr tKIT: F-r 120 MPH W4r rv:F Wr 1 Ir4r lrw,7�'MEW iv-7"=w-I r TF-if-W-r-_Mw- 1-Z C4
120 MPH r-r V�V 9-T r-r 'r-ir I V-1- I V-r 6-4 IS MPH-Mr-—rv4—r -rw--r " 'Rr'4�c Ir.- IV-11 !j
B IV- Mirl-JuF-1
TH—mpN_77--a;-Ir- -K4 Tr--II 13W 1
A B A vj
PHI �3:0:;PHI 14W 1r-r IV-I* 44:1- -r Irl
irr
11,4F ir-r 14-W V-- -1177- ii-Ir imo- -r.--r u! It
SINGLE SPAN CANTILEVER I OR SINGLE SPAN 140 M I,-- 113'-w .
_PHL F4r T-r
'4r U41'
r-ir 4%r 14w E;iF i I:— i WH LI 11 r w-r 14-4r r1rF U" -17-V IF47 (D
I r-r I r
UNIFORM LOAD UNIFORM LOAD rxIrx9A3r2or5R1;R5w alone
j-urxWxUW2er5F&ft1wPmm0*--- Glass spolms C.:
,-- on Amen Partially EmdmW Exclosed open oo.Re'". P-0soy Enclowd
open skvcwm do" OwAns ocvwwd=1 WMd PAW a ow4wo 1
Wind 4 4 1&2 3 1 4 JA2 4 AN R A U2 3 4 1112 3 1 4 192 3 1 4 192 3 4 #AN
-,W- 3 OW Open
1&2 1 3
"Ien GPM SPUN ow open "Ims am "m Rock -upon open spen spon "m GPM OPEN open 0110" sPen- _Nple- W 0
1771-1 .6 -r -C -r -I(r -C -r -r IZ-r IV4r I V-1' 13W Mr ir-11 MF ca
V-I* r-r I r-ir r r too MPH Ir 21' ZV IV--2(r 2V ' '*
r I --59F-
V-10, 10411 1 111-1" (D
!!$MPH wr Iv-r Iw-r Wr F-r r-11 I r-r 7-r IIGMPH ir-r 211C 21*-IW 15�r IW-r W4r 1114r Iw-4r 17-11, Is-III iw-v W
r . r
A B c A B c D V-1 4r-r Ir-11 V-i(r &w r-4 120 UPH 16'-IW W-r 21*-r W4r I" IW-I* IW-111 17-1(r W-I' 11*4r IF-W IF-C
4r I
Io
3
r RN r4r
o'
-IT* V4r
6w EUE v-r in up" Isw w-r w-r ir-r ww Ir-o' ir4r IT-r 17-11- 11--r w-r IF--
2 SPAN 3 SPAN MPH r_r r-r '.4r F-I
130 MPH r-r W-1 Me rw I In MPH ww"-7--r ir4r I ty4r ir-r Ir-II* 10-c ISM -17-W 111-r W-r I4%v I
140 U g`-4r i*.W I" 14*-IW 1V-r W-11" iry 174r W-r �17:T:J�r
r
r-r
M74E
V.I. --- --- 1!�=r I L
C_4r Mrl r4r 1 762- 1 &%Ir .r 94r I 14r 1150 MPH I Ir4r I w-w 1 157 1 mr I 7-tir isr I IV4r 11%41*1 W-r
I=MPH
UNIFOMLOAD own Room
I-wrxIrxGmr2w8R11 ownR� rxtrxLSW2wgMMwPands
i5ndosed Indesul
FT-F-F-" I I I I I I I I I 1 1111111111111 op--- Faso
1.4 Vrmd MopoSippedRoof a coma wkw Root &Aftmdwm1Cwmm_ 3 1 4 I= W3. 4
Im 4 MO 3 4 1&2 3 4 IM 3 4 M 01 qm Joe 1 4 I= I 6:ee 4 1&1
0. 0.1 WM "m spow Rook 1111" Open spot "M GPM open SPER 01100
"m 1 -p3a. GIMM 11111101 open
A c D E too MPH I"I-Ir4r 17-ir jr-jr r-r I W-V I r4r V4r W-Ir r-I r "OWN X-7 2F4r 2F4r ir-r 2wf-r :Wr i'r61V IS%-II*I W-C lf-V W-r 2W-Ir
r4r V�r W-C r-Ir 110 MPH 2Wr 2V-r 2r4r 18-r 2r-II" 2Yr IS-111 Ir4r 19.1' W-r IV-r If-I1r*
IWWH r-r Ir-r W41r 1114* V4r I W-r I V-r
4SPAN Ir-r I" -sw mr-or I 87-7F 004r. F-IV 741' in wit wr w-r w4r tr4r, 211-10" 2Z-r I - w-r w4r W-r 194r ir-Ur
in MPH -IV4r I" aw sw sw 7-r tnwm-W-V 27-r W-I' ir-C 21141' 211-fir 117-Ir IF-111' W-r IT-It- Iff-1- IN-V
Inum r4r 111-r Ir-r r-r r4r W4r 10 WH IV-V 2ZC 2r-W -W-I' W-r W-jj* Ir4r ISS' IS-11' IYr ir-C Ir4r
NOTM* MPH -7
In r-C 1r4r I" w4r ic-m- mw W-ir -F
1.1-SPUN 1.411111111 1"MPH U-1. IF r-I 74V mum Iq-r Ir-c 1r-r W-11 I W-r 17-r ir-r Isw
-Ir Ir-ir I&1r r-r 7-7 inum 1C.I* Jr-C jr-r W-I" Ir-C 1r4r 111-Cr W-W
a a CWwtwq Lenglit Isomm" r-r I r-w I F4F I W-1 - a Nee-,ToldwstpoodUM-mmumal EET
7-Mspmmkbdintwtmbbsmforoqwlyspowd shot- suppoft or widmx polift Now Tow roap""M-rom *AM* I
Pariels dimill fwt be spiced except at m*poft APR 5 2001,
106
SPAN 0"PLES FOR SECTION 7 TABLES
SCAM KT.S.- 10F 11
SOLID ROOF PANEL PRODUCTS SECTION 7
Table 7.1.5 AXomble Spans for Industry Standard Masted Panels ftw Various Loads
Alundrium Alloy 3105 H-14 or H-25 Table 7.4.9 structall Building Systems Inc p&L6ck8 Roi WIT
ivcx1rx9AWCJ@ahrdP- Gkl"Rooffm , .,sna -_ Composite
biclosed Overhang/ Allowable Spans for Composite Roof P"i, varlims Loads
OP-9=wm screen ROOM
vow I PAW &Afts~Covers Canto~ Aluminum Alloy 3105 H-14,H-25 Foam Core E-P.S.1#Density
ROOM 1&2 4 1&2 3 1 .4 J&2 a3 4 __j&2 4 AM
"on &Pan SP&A, Rooft Manufacturers Proprietary Products:
Span sp� "� pan ow Pan Span __a�vr-4, iw-r V_r
190 NIP 19-19' IY-W 17-4r -w-11" jr-r jr-10. rr ir�r r4r -4 V_1(r ZAI, 5"x 48"x 0.024"Panels Glass Room Eric
Enclosed
110 N" jor-r IZ-11" ITr r-r il,-w ii,,ir r-11 V-11* 9-1" r-r Pon structures Screen Rooms Partially Overhang
0 i rmr I" I V 1(r_1T 1r_(r 9-7 Z-1cr 0
123 MPHI " 11-4r 174� V-r 1741' IW-10' Fr---7-4 -F-F- r-w -F-ii V-7 Z-V Wind Mono-Slo Roof Mono-Moped Roof Cantilever
130 MPHI V_1' -717 1'r I IW4r F-F F-Ir ; V_- -77-rw V-1ir r_r 18,2
140 MPHI r-r aw 94r -FZ-77--F-r--FF F-V Z4r Region 1&2 3 4 1&2 3 4 1&2 3 4 3 4 All
Iso MPHI r4r r4r I r-4- I rr- v4r 37 span span span span span .S%Wm span Roofs
span span span span span
100 MPH 26'-6" 20j-6* 28'-6* 25-2" 2W-I* 2T-2" Ir-S' IV-5" 18,-9" IV-8" 21'-11*4 _21-3" 4*4r
141Wx1rxL03rC1**1@dPw%aft along ROORS 14'-11" lr-7" 16*-2' WZ W-4
owi;7zaa" S--nR*- Par"If ERCIOMW Enclosed owhanill 110 MPH 26'-5 291-6' 28-6" 2V-2" 26-10" 24'-11' -10" -19-8" 4'-0'
Vnnd d Roof Altathed Covers — Candle'm 120 MPH 26-2" 28'-1" 2r-T 21'-6" 24'-l* 2X-3' 13'-9" 15'-4w W 15'-6" W-8' -181-0" 4*-0*
Region 1&2 3 4 1&2 1 3 4 1&2 3 4 3 4 AN 15'- 18,4"
Sw am span open opert Span span open span SIP&M2 1 open @Pon Rooft 123 MPH 24�-T 271-0* 26'-1' 20- 13--b- 14--11-1 -lr-6" 4'-0,"
T-r 17-9" IV-3* 1 14'-4 15'-11"-_j5!_5- 4'-0"
100 111-r JV-W 1V4r JoPT I i3,-r is-io- ey itr-T 130 MPH 2Z-4" 24'-11" 24�-V 19'-8" 2V-11" 21'-3"
lie jr-11* jw-ji, ir-r Fiv I ir-r ji-lir -r-r r-r 7-r 1 1-4- 7-r 140 MPH MY i-r-d, -TF-_5_' 15'-3* V-0" 16'-S' 1 V-4' IY-2* 127-9- 13'W 14'-5- W-W
I"MPH 7F Tr mr 7-w tv-r y4- T-T 1 9-1* r-r T-11* V 7_11* 3-Cr I V-5" 1Z-5' 113-11-
9. r_jCr 94r V-IT 7-11 IY-S" 4-W
k12,31 iC',r- ly-V 1-7-T V-7 I V-67 11'4r _F_,_ _F1 V -1. 150 MPH 1 16-21" ir-o" 16'-5" 15'-3" 17'-W IV-5" 10'-7' , 17
1131 RRI F-F ir-r jr-mr ir-iv irl' 11- V-10* V_r -V_r r-4" 7-4" T-W z_11r Glass Rooms
jj!!!PHj V-1* 194r,_firr -F-r -j-6-F 1 wr v4r r-w I V"- W-11, V_1(r V-I*± 74r 6"x 48"x 0.630"Panels z
Mg V4r V4 Open Partially Enclosed Enclos X Overhang I Cq < Uj
Structures Screen Rooms
GW"Roolne Mono-Sloped'Roof Cantilever
Wind Mono-Slo Roof 5 z 0
owi;-W*x** screen Room Partially Enckword Enclosait Overhang 11 Region 1&2 3 4 1&2 3 4 1&2 3 4 1&2 3 Ail 0 C) z
Roofs
V&W d Pod Aftoctrod Cover@ C41fd"~: span span span span span span span span span span span c') 0
Region 142 3 4 1&2 '1112 3 4 1&2 3 4 AN 23'-4- 747-W- 27-3- Uj z
Rpm
irr a*4*
W-W r4r
span
18'E2
Enc'
rr�n .4 '413
open spin span span Pan SW span *pan span open open Rook 100 MPH 32'-W 3W-r 364" 31'-2* 34�-10* 331-8* 21'-7* 24'-1 26-4* 44r z 0 0 ED
P
19111 13*4r IV-11" 1r-r jr-lo, IS-11-I jr-r 9`4r 17-T I 174r la-W IY-W 13'-r 31-ill _1" 30!-1 V 19'-7' 21'-10' 21'-1" 2Z-7' 25'-T 5; 0 rj) _1 W <
110 MPH 32'-8" 36'-r 364' 1 28-8" 32' 24�-5- 4'-0- W -
-2* -8
its MP 1,r IV, jV_r 1I.-r jr4r 1 15--1. ,-r 11,4r Fiv lz-r ir 120 MPH 3,1'-2" 34'-10* 33-8" 261-8' 2V-10" 28'-10* Jr-91 I V-1 0" 19' 20' 27W 4 Cl)
Vr 1(r_r 11W 11'4r T-V W co 0 ',-
11"MPH 1r4r ig-r 1V4r 11W I '-r - 33W 32-5" 26-11" 2(r-1 1" 28'-0" 1 r-4' 19'-5" 18'-9" 2a-l" 2Z-6" 21'-8 4'-0' D c) Z
1V_r IV- !!_ 1(r-a' 194r I F-T 11'-W 11'4r T-V _j 5 <
123 MPH IZ-C W-T 1cr 1' W-1 123 MPH 2V-1 1" 04
130 MPH 11W 1,r4r 15'-1* l(rr- 2 Mrs-.1(,r -11* III-T Y4* 130 MPH 2r-8" W-1 1* 29'-10* 24'-4- 273- -2u-:W�i 5,-q- iv-6- ir-ii- 18'-11- 21*-1" 2V-5- 4'-0' L) 0 2: 2
F�= =) j2 0 �-
lir ,r 14�4' W-4" 16-10" 17'-6" -18 00 W 0 W
i 4o MPH-FFT—irw 7 1—vi r r-r IN�I mm-_ 181-11* 2V-1 W-5" 1W-r -.11- 4�-O*
iso MPH r--r-rl-vr 1 il,11- -77-1 IFF 11,11- T-C 140 MPH I V-1 1" 21'-1" 20'-5" 14!-10' 15,-5- ir-8" IC-0"
r-, 150 MPH W-5' 18'-Il* 2V-1" 20'-S" 13'-W 15'-4- < <
LIJ
Note:ToWnWPwW%,iM-roon%w1dth+w"w1dd+overitang. U) LL
Glass Rooms z
6"x 48"x 0.024"Panels LLI
Table 7.1.5 Anomable Spans for Industry Standard Composite Roof Panels for Varlous Loads Partially Enclosed Enclo Overhang I Uj
�, Open Structures Screen Rooms 0
AlumInum Alloy 3105 H44 or H45 1.0 EPS Cori Derialty Foam Wind Mono-Sloped Roof Mono-Sloped Roof Cantilever I= z N
r x 4r x oo2r Porwis CAN"Room 4 :F
op"sirwebiled, screen Room Partially Enclosed Encloseri ovedtang I Region &2 3 4 1&2 3 4 1&2 1 3 4 1&2 3 All
VVkW Mono-Siopod Rod A,Attach" --- Candlever span span span span span span span span span span span span Roofs
Region 3 4 -1&2 4 1&2 1&_2 -.3 AN -2" 21'-5* 20*-8" 21'-8" 24'-3'- <
Pon s4
&par span span �,, $pan span open pan- Rook 100 MPH 2b'-1" 3Z-6" 31'-5" 2T-8* W-1 1" 29'-1 V 19' 23,F
too MPH Ir4l 1V4. ie,4r i5,-i(r ir-w- ir-l(r i(r-4, iiAr ij-3' 4.0' -6" -6' 27,_6" ir4* IW-5' W-9* 1_
iiompti ir4r ur4� 1r4r w-r is-icr is-x 7-F 10.-T I J(T-Z- 194r IZ-W 11'-f 4�4r 110MPHI 2W-1" 32'-6' 31'-5* 25! 28' 20'-1" 22'-5" 21'-8- 4
-i-75 �4-- V-8- 74r 74- W-W 1 -1 30'-11' 29'-1 V 2X-9" 26'-6* 26-8* 15'-l* 17!-7" 164" 1 1 V-5" 20'-7' jW-jo- 4-4r
12o MPH Fr F-V-fr-ur -TY--r T47*-i(r u
-10'-j_r`g-__TV_V 747F _W W-11 I 0'--r 10'-3* 120 MPH 2r-8 Uj
123 MPH-IV 1741* W-F 9 23'-l* 26-9" W-3" 4!-0*
77F -13--4r 73--y W-W icy-1*- 9 123 MPH 26'-8" 29-9* 2&-9- 14�-9` 16'.46' 16-11 ir-io* iq,-ii
�1-MPH-1 -7172 r lor-TV -7* -6' 26-6" 21*-8" 24-3* 23'-5- IV-O* 151-8- 15'-T 15'-9- 18--g" 18'-T 4-W
J, -F Ty W-n-
M. I r I iozia, Fa, r 130 MPH 241 2T
r x 4r x o"r Panels Glass Roorns 140 MPH 16!-g" 18'-9" 18'-T 16--g" 18*-9* 18!-2" 121-1 V W-6" 1,V-W 14'-9" Ir-4' 44r
oponstmmiaror; screen Room Partially Enclosed Enclosed overh"I — T-8 15'-4" -_10- C: r- Z T
ContlWier 150 MPH IV-9" IV-9" 18'-2" IV-91 W-9" 18!-2*1 11'-8- ly-r Z 0 t-
VAnd ad Roof &A ftawdhwd 14 C Uj to LO
AN cl) x t?
Region 1&2 3 4 %2 4 %2 1 83 4 CL <
ow I span open I open sw span pan Pan Rooft X
SPIN co C,
_W_-iff -urw, i,4c!4r 11r-r 15W 'r-W Open Structures
too MPH _r 27-r 19`4r 21'-ICr 14'-V 1 W-7 4�W Screen Rooms Overhang I W,
27-2' jr-11* 21r-l" IF-W 1V-1* 13'-W 17-r 13*.3' W ,
_1_i*W'H_2ff4_r_-ff--VF -Sloped Roof 0 0
120MPH Jrr 1!nE. 21-4- 164r ir4r IV-1- 101-T -Tir-5. 1_177 11-_T IT-W 1 13'-V 4*-(r Wind Mono-Slo Roof Mono Cantilever 0 0
123 M V-V 21.0' W-4* 164' IV-7 Ir-r 9-11' 11--2. 10'4r 11--r 17". 1 17-r 4-0 Region 1&2 3 4 1&2 3 4 1&2 3 4 1&2 3 4 All (D -
ISO W-r 75--r iv-r icr-er ir-w I il-w w.(r span span 0 0" R
130 MPH I 14rr- span span span span span span span span span span Roofs uj v
WMPHJ 1-Nnr_19-17 !11714r I ir-w w-7 1z_r V-1v V_1V r iv4r c-v C: Z x
iso MPH IF-io,I i t I 174F I i v-icr i3,-r I ir4r I w-7 100 MPH 37-T 41'-7- 40'-Lr 35-5" 39'-7* W-3" I 24W 2r-5' 26!-6" 2r-8" W-1 V�- 2W-1 1 4!-0* (D AD b
&_ z CO
,r x 4r x GAW Panels GIs"Room 27--8- �: Lu Ci
Owanxitarse across Room Parday Endosaw Enclosed overmMi 110 MPH 3r-2" 41*--r 400-T 3Z-7" W-5" 35*-T 22`-�r 2*-I(r 23'-11' 25*-8" 2V-8" V-(r cc
&Adadh"od CAOUI~ '27-6" 21'-g" 2T�* '-'- L
wirw ad Rod 420'wm W_-3 Wr 3Z-9* W-30� , 26-5-
Region U2 3 4 J&2 3 4 j&2 1 ;an 1 4 1&2 3. 1 4 AM SWA IVA' WA' W-1(r 291-6" 1 3Z-11". 311-1(r WO 221-1' 21' 2X-10. 25*-6"- -24r-W 4�0
ow "a% "an "an open span OPM Span span P Span Rooft — 23"A InG 2T-2"
trwl i4,-r I is-ir 0
iw-r ir-10-I IS.-r V-V 130 MPH 31W 35--l- V-11" 2r-8- 1 W-1 1- 2W-11- 18--fT 21 2(r4- 21W 4!-(r
too MPH W-r 274* 21'.r ir-v 21-4- xr-r
ilgMpH W4r 2r4* 2V-r 1r-r ig'r W-1i" 10,lir 17-V 17-T 17-11* W-W Ir-11, r4r _97T_ 21'�5- 23'-11 18!-9" 19-1(r 27-3" 21W 4W
2T-2* 1 -:r IW-4
12a MPH WF R4, w-r iw4, isy 1rr 10'-v WT IV-ir ITQ- IT-- 1741' VW 140 MPH "-I I - _fV_-3- I Vr 2V(r-9* 2(r-1-
jr-C W4- V-1W,IV-11' lr4r IV-r'r," lff-ll* i0r4r 10-11* IZ-10' jr-C 4'-(r -15OMPH 21,'-W ZT-1 1- 2X-2- 21',5- 2Y-1 1 2T-2" WW 11 IV4)* N_
U3 MPH
or,
00 MPH W_r If-lir 1V_r 19-r It Note: Total rclof panel a room width+wall width+overhang.
W4.
10 MPH iFF 1 Li-i F W-r jr-ir irw r_r v-r trw gjr 10`41* 10-w ±Z
T_r
ISO Wit _;V 1Z4r r4r Fiv r4r ar-ir iv-r rf
,r x 48'x 0.XW Pro We Codes Roonve Lawrence E. Benn*tt, P.E.
screen it., P Endoew Enclosed overhanot 13TRUCTAL-IS CrVX ENGWEER-DEMOPMENTT(6ONSLILTANT
DP- John" cardwm
Mono-si"odRad A Anadied Comm I MALOiNG P.O.BOX 214368,SOUTH DAYT(410,FL 32121
sin
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Region 3 4 1&2 3. 4 Rook Ey�
11&21 3" 4 open
stre "an &Pan "an "on sw *P-- a- open 3W BURBA&K OLDSMAR.FL 34677-49M TELEPHONE(W 767-4r"4 0
LOCAL(813)855-2627 FAX ON)767-65563
"no I "Ps V-W ip 20
Jo9MPH1l 2r-l-12F4DW 24-11- -2Z-V 2C-r 274r. 4W NATIONWIDE 1-8004)8"706
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W-T 27-r 2V-1 V 13'-r lw*-4rr i Ir-10" W-r 1 0
L25-4 r 2ir-11- I' FAX(813)854-2802
13'-r 164"
11r.111" N'-1" 294* - -
13 _W V-14-- PAGE
2r-lr -fr-4- 211-F Mr 11,7 _3 i2-4r 3 4 '.r 4w
130 MPHI IW-r 4V .-1. 1 1V_r Iff-r j(Y4r 17-W JV-W 12W W-Fr i74r r4r
12r 1. !.� !�0
4'11 V-11* 111- 19-V 111-r -r3;--r- COPYRIGHT 2003
17-V 4-1 iv-6" 17-C 4-11, iv-r Wr la-C Ir4r l(r4* NOT TO BE REPROMX;ED N WHOLE OR IN PART WITHOW THE WRITTEN PERMISSION OF LAWf NCE I-BENNIETT,P.E.
W_ 7-43
1 M_ i I OF
fth.roarer VArith+W"W1,1011 VVINt"InG.
&eneral Notes and Sp"IfIcations: 2W
corakiered lo be lmkoby SWWard'*wps&The pqwr&w am bng6l&n db A a OJW Ws
drw*W tiffisW by FW4m E*udem k*mw5m4 kr-. Wrol.122plE
Ix w 0362 W
0
A-0.243 irL2 3.00W As--0-716 W Sx=0mo Its A a 2MO hs An3=kLt
T- VW a 0AW pil Wr-2M8 plt
Wr-0278 plf. em-Ts wr 9-3A74 plE
t.-16A27 ire
k-0.136 JrL4 OUX"T 0.05r- be-42M3 W
ol + OA77 kL" r x 3"x OAW FLUTED SECTION Sx-4A08 hs
OJW- + Sx-$M4 Wl
am-To SCALE:r
am-To
oAw-E C4 Sx-0.137 lm* T4r em-Te
fx 2"x 0.04,r OPEN BACK SECTION r x r x 0.070"PAT[Offi-CTION
SCALE:r-V-Cr SCALE.r-IV- 2W R4 STrrcH W(1)
so$As.0 2r
I.W STITCH Wl(1)#8 SALS.Q 24'O.C. OJMTOPAND
A a 0297 Ws A=O.MW SbTMM
A%L-IASI IfL' Vff w Oae*u TOP AND BOTTOM
WT.0--,29 PlE or-lme pm. 2n xr x 0.05V x 0.120"
tx u Mm W omr- bi-Imo W
WCL-I= ax-CAN kLa SELF MATING BEAM Wl INSERT
Sx-0.247 lm* ci &-1.015W d rxl0"x0.09rx0.369"
6D63-TO L am-To SCALE 2-110
SELF MATING BEAM
2.JW SCALE*r-V-W
V x 3"x O.OW OPEN BACK SECTION 3"x r x 0.093"PATIalSIC-TION
SCALE:7-11-M SCAM 2"-1,-Ur nwAMBOTMM <
2Z.O(Vr A-OA24 hl rxrxojwxo.ioir D
t SELF MATING BEAM
- VVT-0.486 W. SCALE.r IW A-I.M Im" 20
kaOM2 h4 WT--2.123 plf. z 0
0.04ro Sx-0234 hs 3.0(r + k-i leme W j5 CD 0
2..00Or* omr- (D L) z
6063-76 A�p IA38 bLA Sx-4.ib7h$
wr.IAOPM. Lu Z r- <
20 x 2"x 0.044w PATIO SECTION *,p 1.964 JrL4� 300 - -
SCALE.r-11-V 0.1 A 0.954 W o loo L5 'I
> co -i w
I-=Im. va-1.105 pm. LLJ - L3
D m
2.W A-OA95 IrL2 To OMT- tK-3.01 W in a co
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Ix-ozm lrL4 SnTCH W/(1)#8 S.M.S.Q 24-O.C. 5 (.) !2 0
c;
+ N sx-02n Ims -SAC-TION TOP AM BOTTOM cr- a D W L)
3'x 3"x 0.125"PATIa
2
6m-Ts SCALE-*2-;IV 2"x 8"x 0.07r x 0.224" 0 0 0: 0 W
< �- -i < LLJ
2"x 2"x 0.055"PATIO SECTION SnTCH W/(1)N SALS.0 24-O.C. SELF MATING BEAM U) tL 2 co
SCALE 2*=1*-(r TOP AND BOTTOM SCALE: r-11-Cr z
w
2"x 5"x 0A50n x 0.120" ui
3.0(r A-0,461 W SELF MATING 0 2Z.W z
EAM W- cq
T- R20 pJJ. 4.0(r SCALE:r 1*4r 0 2 1
Vff-o I"im. co 5
tK-0.3W h
-I VW-=1 PJ.f. 2-.00Gr*
0.045'fa� Sic-ome Ima lky.-4254 w
6D63-TS 0.12WSV" + 2A27 W A-1.990W
V VVT=2-210 plf.
3"x 2"x 0."V PATIO SECTION I Alon-To A a I.WS lm* bc-21M1 W
SCALE.2"-11-Cr J wr n 1.=pJJ. 0.0,m- + Sx=4.M hs
CD
O.OW + bc a 5.919 W 6m-"
2z.= A 0.41 ha co 00
ECTION b G!
0.046.[T wr.ox2o p.Lf. 4"x4"x0.l25"PATI0-0 cli am-To
tK-0.640 W SCALE r
Sx-0.427 kL$ cc
1�- 9
6m-'m T A a 0.482 W STmui%v(1)#6 SAL&a 2c O.c.
Yff 0 0.= TOP AND BOTTOM ST1TCH Wl(1)#8 SAUL 6 2V O.C.
2"x 3"x 0.045"PATIO SECTION Pi-f TOP AND BOTTOM
SCALE:7 11-V Lix-0=9 W 2n x 6"x 0.05r,x 0.12V Lij 0 0 -
0.051ri] 4x-0A06 hs SELF MATING BEAM 2n x 9"x 0.0?r x 0.224" 0 0) X �
cq jpm-Te SCALE:r-r-w SELF MATING BEAM 0 1,51 1 § U.
t2.01rj 0 r- ul
4CALE: 2' IM x
WT-0.785 plf. SCALE: r Vtf-
A=OAWkL2 -TIL-fJECTION
50 2.W
o.omr,- + 2.W*
V ft-D.&W Im"
am-To ojw irL2
or-mov PiE A 12M Ws
Vff=i.M3pU
mosr, + tjK-1.08 h' + be-L746 W �7
P-om41rLs A-2-W hl
2"x 4"x 0.05ir PATIO SECTION ftw2"W Wr-2.06 pM.
SCAM ru V w SM-TO 0.0ar- + k a 21L481 W
2 r xc x o.o50-TIL ECTION
A-OM4 b.2 SCALE: r-ve
wr w I.M PU SMTCH VW(1)08 SALS.a lw
k-2M7h4 TOP AND BOTMM
A-0A131rL8 w Q A Ix lY Sx I SY T
omr" + Sx-1.195 Ims T T rx7m x 0.05r x IL12V mw -WI gh-I IrL I in. h. Wu kL4 b-3 I JM3 in- -h
%a
r pm- 0 R'
am-To SELF MATING OEM STTrCH Wl(1)#8 S.M.S.a 2,r O.C. 4 1 1 4X5
&-0.773irL4 10.08 1 om
+ SCAM r' T(WAWBOTTOM Guttw
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r x 50 x 0.062'PATIO SECTION SELF MATING BEAM H24 - IA9(a) 1.74(M
SCALE:Z 1.(r 2n x r x 0.0�4WV SP I SECTION SCALE: r I'4r OF
SCALE: 2"-V-ff
a.":o'l I
t 4�-
t2lllrl A-OJMh2 4
WT-0.763 plf. 4 -J-
UPRIGHT:
O.Aww +
FROM ENDS,TOP OR BOTTOM W k-OJ*4 W Sx-OA86 hl
AND 0 IT O.C. BEAM:
0aw ly*OAOBkL' Sy-OA10W AnVOW
1 4 -1� A-4.429 h2
2.W 8063-TO 0 Wr n 4.246 plE F A-624SKa
q�zowlrl Ix-3&=IrV ojyw- + + wr..&m,pa WU7.100P.If.
Sx-8314 hs bc-4&=W +
offir-, + + Sx-9.7m ho MAW I + d k-101.446 W
V x 2w x 0.044w OPEN BACK SECTION NTH am-To am-T6 sx-lsmw
r x 2"x 0.0""PATIO SECTION vnTCH VW(1)0 SJwLS.Q Zr D.C. 0063-TO
SCALM-2's Nr TOP AM samom OF EACH BEAM mnic"w(1)N SAM Q 2,r O.Q
TOP AM BOTTOM OF EACH BEAM STITCH W/(1)#8&IL&0 2V O.Q
TOP AND BOTTOM OF EACH BEAM
t2.Wl A-0.Wh2
(1)n x 2-Wr S.M.S.Q r V*LL
wr-OA71 pm. c4
FROM ENDS.TOP OR BOTTOM UPRIGHT-
AND@-IWO.QORPLW 0 A~WW + bc-1205 h' Sx-0.654 W
HOLE Wl CAP AND(1)#8 x 10 S +
t9i t2"x 8"x 0.072"v fl-22A"AELF MA71NO BEAM
sAcs.mnumAL r FROM BEAK' (2)2"x 8"x 0.07r x 0.22,r SELF MATING BEAMS
ENDS.TOP OR BOTTOM ly-o-uo h- Sy-O-W bL. SCALE 2*-V V Wl 2"x 4"x 0.038"
AND 0 IT O.Q 6063-TO 4.010*7 SCALE 2*-IW
4.
2"x 2"x 0.04C PATIO SECTION WITH :3
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A a&900 hs w < w
SCALE r I'4r Wr-kMPM. Wl 2"x 4"x 0.038,". 20
k v 43263 W SCALE:r-I'W z 0
t2-0(rj A-0-qQ h2 sxo.mhs . cQ2 A-4.702 h2 0 (!) L) z
Wr-OJS78 P.Lf. + + Wr-L388 PJI -ju) 63(9 0
c; am-To ui z
UPRIGHT: STITCH W(1)n SAS.0 2r O.Q 0.07r- + + bc-82.947 W z 0 0
:.ow be-OA57 1W Sx-0.355 hl § Sx-11.425 10 5; 0 V) LU
0 W44' + TOP AND BOTTOM OF EACH REAM 6083-T6 M ui-
D cr)
co 0 CD
ly-03M h, Sy-0-Nm W SITTCH Wl(1)n S.M.S.9 24*D.C. 2 15 5 < 0 z
6063-TO TOP AND BOTTOM OF EACH BEAM -i F- C-4
64W. 0 1: 0
0 0 W o it 0
1"x 2"x 0.044"SNAP CAP SECTION WITH < _j < U21
Z U.
2"x 2"x 0.044"PA710 SECTION 1-21 V X 9"x 0.072w v fl-22A*S LF MATING BEAMS 0.+ V-
SCALE r a V-(r w 5 0
SCALE 2' 1'(r
(2)2"xg"x 0.072"xO.2W SELF MATING BEAMS 0: Z C-4
MMlx2-V,rSJAALor 3.00'-j 0 2
FROM ENDS,'K)P OR BOTTOM AM 4.0W(r-i Wl 2"x 4"x 0.038" co
0 1 r O.Q OR PLOT HOLE VW CAP SCAI F* 2*-V V
AND(1)08 x lJ7 3.M.&INTERNAL ir A-IM7kL*
FROM ENOS,TOP OR BOTTOM 0.093'-.- Wr-IZW plf.
AND 0 10-MM + b,-2AM h' 4.00"
LOAD APPLIM NORMAL TO THE Sx=1.328 K2
4-DIRECTION A-4110irL2
IZ cv
4 T- 4L VVT-WW plt d
0 + +
I w x 3"x 0.044"OPEN BACK SECTION WITH Ix a 52JW in.' A-&167h2
3"x 3"x 0.093"PATIO SECTION CORNER POST Sx-1 V70 h* Wr-&92D plf.
SD63-TO Z
o.oer_ .T4+ 4-
SCALE 2"-V-Cr + b(-69.782 hl
SITTM W(1)#B S.M.S.a Zr O.C. Sx-12.669 h8 11D
TOP AND BOTTOM OF EACH BEAM 6053-TO
(2)#8 x 2-Wr 8JwLfL a ir I.Ocr a
FROM ENDSTDP OR BOTTOMAND I - STITCH Wl(1)08 S.KS.Q ZC O.Q
a ir D.C.OR I%=HOLE VW CAP A-1.367 hs LL' uj 0
AND(1)98 x Vr BJL&WTERNAL Ir Wr-1.566 plf. TOP AND BOTTOM OF EACH BEAM 9
FROM ENDIL TOP OR BOTTOM a)
tK.I.M JrL4 191*-W�x 9"v 0-082"v 11206"SPUP MATING BEAMS 0
AND 0 Ir O.Q r
Sx-1261 ho SCALE: 2-1'4r a)
LOAD APPLIED NORMAL TO THE em-Te + C4 !�
r DIRECTION f� 11 4 i 0
4.W I- ca A:
1 0 x 3w x 0.04C OPEN RACK SECTION WITH d A
3"x 3"x 0.093"PATIO SECTION WALL POST
SCALE 2* 1'V A ILM W f2)r x 9"x 0.082"x 0.306"SELF MATING BEAMS
Wl 2"x 4"x 0.038"
wrawpjf.
Mn:c2-Vr8AL&.or tow SCALE. r V4r
FROMSMTOPORBOTTOMAND Sx a 17AD7 kL"
GIVO.CLORPLOr"MEWCAP A-IA54 hs 8063-75
AND(I)Mx Ur SLM.L KTERNALlr + + c;
FROM ENDS,TOP OR BaITOM wr-Im pil.
ANDeir= b(z 220D W STITCH VW(1)08 SJWLS.0 24-O.C.
Sxulm7kL* TOP AND BOTTOM OF EACH BEAM
to w H tl A tK ly sx sy ft 'AV
LOAD APPUE3)NORMAL TO THE --- am-To Sec5on AHoy kL
r -t. IrL kL' In Im h-
DFJBCTION 6M' is .1 kL 5
4.0(r----I T-5 4 HI�60. 0 �1.18 �42� 0.96niiAti mteum-
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i Clufter R-6 4 IA9 1A4 fin
(2)I"x 3"x 0.04V OPEN BACK SECTION VMN Edge -5 0. lAmn
3"x 3"x 0.093'PA710 SEC71ON WALL POST (2)2' K IV xO.092"x 0"SELF MATING BEAMS !kQ4 1 Ae US) 1.74 M
SCAM,7 u l-w SCALE 7-IW cw
t 2.W I A 0-90 10
Vff.OAM P.0
O.Dw + k-O=kV
am-Te
2N x 20 x 0.045m SNAP EVRUSION
SCAM r u Nr
A-O.M 1V
wr-osnpm.
OMWUNEI k-0.812 W
Sx a 0_845 W
am-Ts
r x 3"x 0.04V SW EMUSION D
SCALE:*r 1*4r co z
z o
ouz
to Fn CD 0
<
0 _j w
OC uj 5,0 D
WT-0.781 pJJ. it W Im 0 co
LB
0.045"', + k-1MI hl
sx-0.816W <Rl z
5j- in m o
OC a p jR 0 P I
0 � o ix 0
j < UJ
co cf)
z
w
5
2"x 4"x 0.045"SNAP EXTRUSION LLI
z
SCALE.r-IW
2.
A-IMW
WT=1.516 plf.
0.06r + k=7M7 W V- cm
Sx a 2.342 lm* CLS E I
e
2"x 6"x 0.06r SMP EXrRUSION co
SCALE 7 V V Ld
(D
r
Z_ x
d
A-IA47hl
wr-1AN PM.
0.067 + k-10.151 K
Sx-Z=Im"
OM-76
2"x r x 0.06r SMP MRUSION
SCAM r T-V
W H I MiM A Wltx I ly Sx I SV'j
ft RY
SWOM A&W kL In-I In_I kL, im Jn.
in. L
6 0-0:8 0 1.18 3.81 k 5 om �l
0-M
0.73-- M IM
1.
1-041,74
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NJ 5 O.M 0.=.i_
Edp 6MET-6 5 HI 5 0. OM 1 14& I-W 1-2-141
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OF
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