Plans Addition 1318 Rose (VAULT) Hoot 5tructure
omeowner
Mr. and Mrs. Hillman
............................... 1318 Rose 5t.
AtlarfrAc, t5aach, Fl 32233
(904) 247 0&52
Contractor
LIFE11ME Enclosures. Inc.
jeff Driar CRC 028471
5521 Chronicle Ct.
1 It. Jacksonville, Fl 52256
(904) 751-5WO
(904) 7315750 (fax)
5cald:I/W'=V-00"
Drawing by.-JOmer, E. 500Y
5ignatu
L--------------- ----- ---
IDate: 07 L I
4ft,
3 In.ftaneling 5earm Rawls OX-030
2x5x.04-5 Edoe beam
5orean door
—74,5' 74.
---------------
—:74.
L74,
—74.6
--74.6
2x2x.044 kickralle(tyP)
241n. i kpande(typ.)
14
3 ftr— 5outh Elevaition View Z-1
Weet EleatIon View 7— -7a
Nor�h Elevation View
jO3
Page—Of
EDGE BEAM TABLES:
SCREEN&VINYL ROOMS:
3.1.1,3.12 COIL FLASHING
GLASS ROOMS:
(PARTIALLY ENCLOSED)32.1, 1-117 x#8 S.M.S.AT EACH
'LW`FOR 3.22 RISER
MAX. (ENCLOSED)3.3.1.3.3.2,3.3.3
UPRIGHT
ALUMINUM ROOF PAN,OR
HEIG 1'x2' COMPOSITE ROOF PANELS
REMOVE VINYL SIDING AND
VNIE—S MIN.3-10 SLAB ON GRADE SEE ROOF PANEL TO BEAM SOFFIT ON THE WALL AND
OR RAISED FOOTING DETAIL(SECTION 7) INSTALL SIMPSON CS-16 COIL
(FOR FOOTINGS SEE DETAILS STRAP OR EQUAL FROM
TYPICAL GLASS ROOM WITH SOLID ROOF PAGE 3,73,24,25)
INTERIOR BEAM TABLES: TRUSS I RAFTER TO BOTTOM
TYP CAL FRONT)AEW FRAMING OF DOUBLE TOP PLATE JOIST
OF UPRIGHT IS MEASURED FROM SCREEN&VINYL ROOMS'
(HEIGHT -? 4E= THE FLOOR WAU-AND ROOF
TOP OF 1"x 2PLATE TO BOTTOM OF WALL BEAM) 3.13 0 EACH TRUSS/RAFTER.
GLASS ROOMS. VARIES SYSTEM ARE THAT OF MOBILE
`LW`LOAD WIDTH (PARTIALLY ENCLOSED)32-3 -E a 12'MAX I MANUFACTURED HOME
FOR ROOF BEAM ALTERNATE CONNECTION (ENCLOSED)3.3.4
@ FASCIA ALLOWED
'PIZ (SEE SEC11ON 7 FOR DETAILS) THRU-BOLTS M(P.) NAIL STRAP W/16d COMMON
SaE BEAM AND UPRIGHTS (SEE TABLE 3.4) 0 TRUSS RAFTER AND
(SEE TABLES) w PERIMETER JOIST�SCREW
k%
z 2'x 0.026"RECEIVING COIL STRAP TO SHEATHING W1
CHANNEL OR 2x T x 0.06T #8 x I'DECK SCREWS @ 16"
SOLID ROOF ANGLES AT EACH END OF 2x BEAM D.C.VERTICALLY. REPLACE
SIZ9-SAME AS J <
NO MAXIMUM DIAGONAL(SEE TABLE 3A FOR USED ABOVE VINYL SIDING. + D
(ELEVATION SLAB OR GRADE) DIAGRAM AND SCREW SIZES) z
P-PROJECTION FROM BLDG. u) < W
ES VAfUES L�.LOAD WIDTH IF R.ECEIVING CHANNEL,USE PROVIDE NEW 4',6'OR INSTALL NEW 48'OR 6(r U) 2 0
11 1---: (2)ROWS OF SCREWS INTO r x 16'CMU PIER AND SOLID AUGER ANCHOR PER RULE � z o
'F VARIES POST OR BEAM 'p. FOUNDATION BLOCK 0 5'4r 15C 0 EACH NEW PIER 0 0 0 z
NOTES: + MAX.D.C.ALONG INSTALL 11r CARRIAGE BOLT cl)
.% ATTACHMENT WALL THRU PERIMETER JOIST AND v) �5 cD 0
ANCHOR 1"x 2'OPEN BACK EXTRUSION W/1/4'x 2-114-CONCRETE FASTENER MAX.OF Z-(r O.C. POST SIZES: + STRAP TO NEW AUGER Lu z p
ANDWIIN 6"EACH SIDE OFLIPRIGHTANCHOR 1'.7 TOWOODWALLWf#1ox2-ItrS.M.S.Wf SCREEN&VINYL ROOMS: zoo — —
3.1.5 ANCHOR _ 0 0 0 LL,
WASHERS OR#10 x 2-ir-r WASHER HEADED SCREW 7-Cr O.C.. )WCHOR BEAM AND COLUMN > co -J LU
INTERNALLY OR W/ANCHOR CLIPS AND(2)48 SCREWS W1 WASHERS a EACH POINT OF GLASS ROOMS: W w —
D cy)
CONNECTION. (PARTIALLY ENCLOSED)32.5 C13 b
SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P12+O.H. :3 c)
(ENCLOSED OR SCREEN TO z
SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLE 3.1.3�ND GLASS ROOM FOURTH WALL GLASS CONVERSION)3.3.6 0
BEAMS FROM TABLE 3.1.5 USING P/2 SEE POST TO BASE W C1 D F-
ANCHORS BASED ON 120 MPH WIND VELOCITY.FOR HIGHER WIND ZONES USE THE FOLLOWING Q 0 W 0 0� 0
CONVERSION: CONNECTION DETAILS < �- _j < LLI
1100-1231 130 1 150 TYPICAL WALL SECTION FOR ATrACHMENT TO - Co LL C/)
08 1 #10 1 #12 1 #12 1 1 z
RNANG DETAIL MOBILE I MANUFACTURED HOME Lu
LONG OVEM-
TYPICAL SCREEN/GLASS ROOM SC#-E:ifir 1,4r SCALE;1W I-(r w z a
C14
SCALE:11W 1*-Cr
COIL FLASHING <
11r x#8 S.M.S.AT EACH RISER
ALUMINUM ROOF PAN OR uj
COMPOSITE ROOF PANELS
SEE ROOF PANEL TO BEAM REMOVE VINYL SIDING AND
DETAIL(SECTION 7) SOFFIT ON THE WALL AND
IINITERIOR BEAM TABLES: le -
SCREEN&ACRYLIC I VINYL INSTALL SIMPSON CS-16 COIL
ROOMS.3.1.3 THRU�-BOLTS(TYP.) STRAP OR EQUAL FROM
(SEE TABLE&4) TRUSS I RAFTER TO BOTTOM a
GLASS ROOMS: OF DOUBLE TOP PLATE JOIST I= tu
(PARTIALLY ENCLOSED)32-3 INTERIOR BEAM TABLES:
(ENCLOSED)3.14 SCREEN&VINYL ROOMS: 6 EACH TRUSS I RAFTER. THE FLOOR WALL,AND ROOF m
KNEE BRACE(SEE TABLE 3.4) SYSTEM ARE THAT OF MOBILE
BEAM SPAN 3.1.3 1 MANUFACTURED HOME Z o
uj � � ��e.
USE WM GLASS ROOMS: NAIL STRAP W1 16d COMMON 0
a co
FOR BEAM SIM (PARTIALLY ENCLOSED)32-3 0 TRUSS RAFTER AND 0 .
POST SIZE(SEE TABU 3A) P4CLOSED)3.3A PERIMETER JOIST,SCREW 0 u.
COIL STRAP TO SHEATHING W/
x
SEE INTERIOR BEAM TABLES POST(SIZE PER TABLE 3.4) #8 x I'DECK SCREWS C 16" 0
AFTER COMPUTING 0 0 ale 0 0
LOAD WIDTH GUSSET W1 6"x ir x.06(r D.C.VERTICALLY. REPLACE
C;
ALUM.PLATE AND(1)#10 x 314* 0 0 Ole 0 0 VINYL SIDING. cu .4 gc
TEK SCREW V D.C.EA.WAY 0 0 GIG 0 0
LOAD WIDTH IS M2 THE DISTANCE BETWEEN AND IJ7 IN FROM EDGES
SUPPORTS ON EITHER SIDE OF THE BEAM OR BOTH SIDES 0 a Ole 0 0 +
ALTERNATE' . 7)
SUPPORT BEING CONSIDERED (SEE NOTES BELOW) 0 0 Ole 0 0 C x C P.T.P.POST W/ INSTALL I Nqo4e,oRtcr
T"ICAL SECT10N"FOURTH"WALL FOR ADDMONS SIMPSON 4x 4"POST AUMRANCHORPF
0 0 0 0 0 0 BUCKET INSTALLED PER R RUbE
ADJACENT TO A MOBIMMANUFACTURED HOME I 6CA E&CH NeWPIER.�,
MAUFACTURERS INS:r9&1rr&MAGEA0LT
SCALE.Itr-i,.(r SPECIFICATIONS TOP& THRU PERIMWER §_T�AND
POST(SIZE PER TABLE&4) BOTTOM Jol
Extmislon Sizing Tabit: STRAIPIMO tiMr-ALIGE-R
ANtHWL
updam stn MXL Sam sbm �K�Ilkwo
SEE POST TO BASE DETAILS EbkL
rxrxo.mr rxc rxrxomr
rxrxom!r rX4* rxrxo"
r x 3*x 0.0w, r x Ir SNAL rxrxow NOTES: -AD
rxrxo.ow 7 x Ir S.M.S. 2xrxOMT FOR o.o6(r WALL POST.USE GUW'SET W/6-x 6-X 0.06(r ALUMINIUM PLATE. 5 2
I rx3'xO.12r 2-x Jr S.M.13. I TXTXOmr FOR O.OW WALL POST.USE GUj_f.SET w/6"X 8-X 0.090-ALUMINIUM PLATE. TYPICAL WALL SECTION FOR ATrACHMENT TO
FOR 0.125-WALL POST,USE GLOSET wl tr x 12-X 0.125'ALUMINIUM PLATE.
MOBILE/MANUFACTURED HOME 2
SHORT SCALE 1he=1'-T
SCALE:11W-1*-(r OF
ALTERNATE CONNECTION:
(2)#10 x I-llr S.M.S. FUDGE CAP
ALTERNATE CONNECTION BEAM I HEADER THROUGH SPLINE GROOVES #8 x 117(33)PER PANEL
DE7TAJL 1"x 2"WITH F:I!;7
3 '10 x
)#10 x 1-1/2'S.M.S.INTO
SCREWBOSS EDGEBEAM #8 x Irr @ 24"O.C.
it s.IDE WALL HEADER
(2)$10 x 1 V7 S.M.S.INTO ANGLE CUPS MAY BE V x 2"OPEN BACK ATTACHED ATTACHED TO 1*x 2"OPEN
SCREW BOSS SUBSTITUTED FOR INTERNAL TO FRONT POST Wl BACK W MIN.(2)#10 x 1-llrr
ANCHOR Vx 2*PLATE TO SCREW SYSTEMS #10 x I-1Z&M.S.MAX 6" S.M.S. ?,Do,
CONCRETE W/1/4x 2-10 FROM EACH END OF POST
CONCRETE ANCHORS WITHIN AND 24'O.C, J4
6'OF EACH SIDE OF EACH +F MIN.(3)#10 x I ItZ*SALS.
POST AND 24"O.C.MAX INTO SCREW SM b—z
MIN.3-lrZ SLAB 250D PSI l"x2"EXMUSION
CONC.6x6-10xl0W.W.M. SIDE WALL GIRT ATTACHED TO x
OR FIBER MESH 1-11W MIN.IN CONCRETE I'x 2"OPEN BACK W/MIN.(3)
VAPOR BARRIER UNDER #10 x I-ltr S.M.S.IN SCREW BEAM SUPPORT STUDS
CONCRETE BOSSES (TYPICAL)
ALTERNATE HOLLOW UPRIGHT TO BASE AND FRONT WALL GIRT
HOLLOW UPRIGHT TO BEAM DETAIL RECEIVING CHANNEL
SCALE:2"-1*-Cr (6)#8 x irr S.M.S.TO STUD
AND(8)#8 x lrr S.M.S. <
HEADER BEAM TO BEAM
ANCHOR V x 2"CHANNEL TO 0 14L w
CONCRETEWITH (4)$10 x llr S.M.S.EACH SIDE FRONT AND SIDE BOTTOM U)
lg'x 2-114*00NCRETE OF POST RAILS ATTACHED TO :5
3r ftoof P z 0
ANCHORS WITHIN 0"OF EACH H-BAR OR GUSSET PLATE CONCRETE W/1/4'x 2-114' 0 c!) 0 z
xm
SIDE OF EACH POST AT 24" Vx 2"OPEN BACK ATTACHED CONCRETEIMASONRY cf) 0
D.C.MAX.OR THROUGH 2x r OR 2x r OR r S.M.B. TO FRONT POST W/ ANCHORS @ W FROM EACH tq m
ui z P
ANGLE AT 24'O.C.MAX. POST #10 x 1-Irr S.M.S.MAX 6' POST AND 2V O.C.MAX AND z 0 0 25 E3
MIN.(4)#10 x 11r S.M.S.@ FROM EACH END OF POST VFROM EDGE OF 0 cl) _j W W
MIN.3-1/r SLAB 2500 PSI EACH POST AND24"O.C. it LLJ
CONC.6x6-10XIO W.W *IN. CW 60'MAX C) m
.M.OR
FIBER MESH 2x 6S.MB.HEADER L)
.5 1-- < z
Vx 2EXTRUSION 0
VAPOR BARRIER UNDER
1-1/r MIN.IN CONCRETE ALTERNATIVE BEAM SUPPORT p
CONCRETE 0 w 0 0
< _5 w
ALTERNATE ----ON TO UPRIGHT AND z LL
PATIO SECTION TO BEAM DETAIL Typl iL&ALTERNATE CORNER DETAIL GLASS ROOM FRAMING DETAILS T-
uj 5 a
SCAM r T-V SCALE-- 7-1*4r ul 0
SCALE:r T0 Z 04
co
MpOSTTE OR AN TYPE) -j
COMPOSITE ROOF PANELS' IsOLID)ROOF PANELS(CO :)EDGE BEAM <
PANELS TI
(4)114"x 4'LAG BOLTS W/ RISER PANELS ATTACHED PER FASTEN 10"7 AND I OR 3)
I-lW FENDER WASHERS PER CHAPTER 7 (PER DETAILS IN SECT
2"x2*OR2*x3'POST 4'-Cr PANEL ACROSS THE
ANCHOR RECEIVING CHANNEL
FRONT AND 24!*O.C.ALONG Ld
TO CONCRETE Wl FASTENER #8 x 9116"TEK SCREWS BOTH
(PER TABLE)WITHIN B'OF SIDES SIDES Ir MAXIMUM
EACH SIDE OF EACH POST 0 �a 6-MAXIMUM
U)CD iE 2E I
x 2-lAr x l"U4CHANNEL OR
+ SCREEN A VINYL ROOMIS: eL
EDGE BEAM TABLES:
2e D.C.MAX Lu ju-E3
RECEIVING CHANNEL
1 2 CL 11.1.3.12
IF KNEE BRACE LENGTH
HEADER ATTACHED TO POST GLASS ROOMS* a 0
N 9
MIN.3-llr SLAB 2500 PSI EXCEEDS TABLE 1.7 USE w c: W
CONC.6 x 6-10 x 10 W.W.M 2"x2"ORrx3"HOLLOW WlMIN.(3)#I0xl-1/2"S.M.& 120 (PARTIALLY ENCLOSED))32-1. Q?
CONCRETEANCHOR IN SCREW BOSSES CANTILEVERED BEAM lz ju- 3.Z2
OR FIBER MESH (PER TABLE) CONNECTION DETAILS (ENCLOSED)3.&1.3.3-k,3-U in
I-llEr MIN.IN CONCRETE SCREEN OR SOLID WALL POST SELECT PER TAKLE 3.4
0—
VAPOR BARRIER UNDER uj � I i a
(MAY FACE IN OR OUT) USE 2 x 3 MINIMUM a ul
CONCRETE Q ' I �
HOST STRUCTURE ROOFING I u.
GIRT AND KICK PLATE r x r x
2"x 2".2x 7 OR 3*x 2' a
HOLLOW RAIL HOLLOW(SEE SPAN TABLES) r STRAP-LOCATE 0 EACH
ALTERNATE POST TO BASE CONNECTION-DETAIL 1 POST,(2)1/4'x 2"LAG
SCALE:r l-(r SCREWS 0 24'0.C.(MAX) q
EACH STRAP
(2)#10 x Irr SCREWS
FOR SNAP EXTRUSIONS GIRT
ATTACHED TO POST WITH USE ANGLE EACH SIDE FOR
TO CONCRETE W/FASTENER MIN.(3)#10 x lrr S.M.S.IN
(PER TABLE)WITHIN 6-OF #8 x 9/16"TEK SCREWS BOTH SCREW BOSSES WITH HOLLOW POST
EACH SIDE OF EACH POST 0
ANCHOR RECEIVING CHANNEL rxrORTx3*P0ST 2 x 2 TO POST CONNECTION
SIDES 1/4-BOLT 0 2,r D.C.MAX
2,r O.C.MAX Vx 2-1/5*x l'U-CHANNEL OR WITHIN G'OF EACH POST 7-,
FASTEN 2 x 2 POST
RECEIVING CHANNEL 1*x 2"OPEN BACK BOTTOM W1(2)EACH#10 S.M.S.INTO 0
.l!oe 1-�,
RAIL SCREW SPLINES
0 POST ATTACHED TO BOTTOM EXTRUDED
MIN.3-lir SLAB 2500 PSI CONCRETE ANCHOR Wl MIN.(3)#10 x 1-10 S.M.S.IN 2"xZ'xO.06r ANGLE EACH
CONC.Gx6-l0xl0W.W.M. (PER TABLE) LFPER�
SCREW BOSSES SIDE(3)EACH#8 S.M.S.EACH ORS
OR FIBER MESH 1-118'MAN.EMBEDMENT INTO 1/4*x 2-1/4 LEG INTO POST AND INTO GUTTER MAX CSTANC�E TO)
CONCRETE "MASONRY GUTTER(MIN.) IlUb I tHycuU*URE W&L
CHOR 0 6-FROM EACH
AN
VAPOR BARRIER UNDER Ur mff�
CONCRETE POST AND 2,4-O.C.(MAX) FASCIA AND SUB-FASCIA SPECFICrzNGI!qEERJbVt--':%-
EXTRUDED OR SUPER GUTTER I RISER
ALTERNATE POST TO BASE CONNECTION-DETAIL 2 1=1CAL UPRIGHT DETAIL (OR TRANSOM)WALL 9D FASMA(WITH SOLICIB-00—F1
SCALE.2'=l-W SCALE: r-l-T SCALE. r 1'-W OF
Table 3A Acheduk Of post to Seem SIza and Number of Thru Soft Required
UNIFORM LOAD UNIFORM LOAD -r4 —n—.—SZ7 -
wnimum MORRO$ L-D+-A- miiinurs KUL I Krwe
rr7777-= r77n= 1kal- poststas I Past sbm 16a w
Hollow 3'x r x 0.09r I
a"VAU .7-- — 2,x3*xo.W (3)06
A B A B rx4"x x 0.100" 7 x 7 x 0.09r r (3)08
rxrx Awx6,10r 3*x3'xDMr rx3*x0.0W 2 2x 3*x O.OW (3)910
x 4.12r r x 3-x 0,09T 2 r x 3*x 0.05(r
r x 9"x 3-xrxomr 2 2 __Z-.XrXO.05T �_(M#10
SINGLE SPAN CANTILEVER i OR SINGLE SPAN rx3*xo.65w
r x r x EdEK-14=— FX r x—Faw 2 2 rX3,X0 0
'-a
X�
2
-Pull ft Z
Za
3-.0.11�:�
0 6� .—at rx3,xoow V2 (3)#12
rxrx --Fx 4-x_00W 3 2 rxrxo.osr
�_.—0.1 W (3)
r xr xe Wr x 022C T x 3"x U.0w 0
UNIFORM LOAD UNIFORM LOAD rxrxa��---f x r x 0.09r rxs-xo.o5(rx515cr 3 3 TX6 F50"x 0.12V (4)014
Fx 3-x 0—125- _;FX_VX0-0WX0.12T 4 3 r x r x 0.050
r x r x U�0-3w� I x 1.�12V 7371 4 7 x r x 0.0w x 0.12K (6)#14
i r x 16,x dmT1 x 0-"r -
--As Boom 6 4 2'x 4'x 0.o"*X0.101r OU
rxr 04
6 4 r x w x 0.0W x 012V
r7r r7l ! 7-1-4 rxr a 0?rx:42w F 1r:1.(2,t 20 1, x 0.05T x 0.12V 09
A.Car x 4jor
A B A B C D rxr x0.0wx0A2r 1 #14
0"r x 4Jw
Mrxi
2 SPAN 3 SPAN Ttw Mwnbw of Swu Was Is(2)
h�swnk,= I besm mey be usod a a**msm Wm brace _j
z
UNIFORM LOAD
Cf) w
z 0
(9 0 0.z
C/) 0
A B C D E LU Z
!k", z 0 Cl
4 SPAN 5; 0 (0 _j ul
Uj
CD
NOTES:
0
1)1-Span Length
IN
Overhang Length ports or anchor pohb. =
2)All spans listed in the tables we for eclijally spaced distances behyeen sup ()
3) Ham extrusions shell not be soked. splices shall be staggered. L) 0 cc 0 W_
4)Single am beems shall only be spilad at the quarter points and I- _1 <
U) LL
z
UJ
w
SPAN EXAMPLES FOR SECTION 3 TABLES CD
Z C14
SCALE: N.T.S.
D
(3.W L)
D(2-M L)
C(1.67 Q
Uj
B(133 L) c%i
A(D.67 Q
fa
(D
uj
co
ALLOWA13LE BEAM SPLICE LO ONS
SCALE.,N.T.S. 0
d=HEIGHT OF BEAM
SINGLE SPAN BEAM SPUCE BEAM SPLICE SHALL BE (D
1 PONT OF BEAM SPAN INIMIUM d-W
14
ID 0
ALL SPLICES SMALL BE z x
STAGGERED ON EACH d&-ZWT d-.w 03
SIDE OF SaF MAIM BEAM 0
PLATE TO BE SAME ca
THKXNESS AS BEAM WEB
PLATE CAN BE INSIDE OR
OUTSIDE BEAM OR LAP CUT r
DENOTES SCREW PATTERN
NOTNUMBEROFSCREWS
HEIGHT 2 x(d-_50n LENGTH
FASTENER S9F,NUIABER
AND SPACING(SM TAME 1A)
kdnRm Dkiftow mW SpeckV af Ser"s
ftmw ffin Was To CePW C~To C~
2-ir,*(IrL) —I—nftb— I
r x r x 0.0w x 0.12r
0.19 312
$10 (Lig 305 In 2'x jr x Carr x 0224" Mr-0.12r
E�T
012 021 Tile WIG 0=4, 1/w-0.12r
rxr,191,
014 or 11r.1& 112 Us
5fir i 0.313 506 3M 7F x—twx Qwr x 0" 1W 02V
Rehm to each"d VIM
_u"farrx4*wdrxrw@o
mobs:
1.AN VAM plain des be a nk*mm 5052 H-32 Aloy or hm 8 9**nwn YWd Of 23 ImL
OF
IWICAL BEAM SPUCE DETAIL
SCALE V V-V
Spans for Ridge Beams vdth Self Mating Beams Table 31.5 Allowable Upright Hoots,Chair Rall Spans Or Header Spans
aneaus Framing Beams for Screen or Vinyl Rooms Table 3.11.4-11110 All=n Rooms or Vinyl Rooms For Screen Rooms or Vinyl Rooms
Table 3.1.3-110 Allowable seam Spans for Mlecoll VVIOCKY;using design load of 20 NSF For 31 second wind gust at 110 MPH velocity;using design load of 20 WSF AlLosimm,"GM T4
For 3 second Isind gust at 110 MPH For ............ For 3 as d wind st at ill)MPH velOcft usin do,, I)n toad of 11 WSF
T Lo d Width W Purltn S Tributary Lo4d Vvwth W.Pudin spadr,11
Alase"m Allay SM T4 Tribute Los 174,
Hollow am -w i banding or deftoctlon'Cr
Sows 30#44alft Seems 74,
l m I' d V d VT b
d -r
i,I�-r d 11,4r a 1-.71'
d lr_".
iv4r b I
d 17-4* d I I'-I(r d 5*-4" b 14' 2"x3'xO.O""V" N
IjW If d 17 IV d r x r x vd Insart i(r b Iq'_r b IV.T ME-R. _b lV-V` b I& Hol IV.T b
I* d 17-IOd I ".., 1 -11, b Z' 4"x 0 050'
2Z-r b if-e b
IV4* If 17-2* d 24*.W b b IW-r _r W T.A. o
27-r d 2OP-1 kri 114 b
2Z-19"0 z1- if-li W.W- a I,. d V-3* _±Ir d I-- 291-V b
�A' d 77�, I D IV-51 b
d 2V-, 19 lz
r.li* #*am designed to 110 ktp.K wind load F.T
21',-,- d 20'4r If 1 2z-r 21W d 21'-T d Notes: The addition c#f skxnkvum blame windam wAh glass Planes kwkva not naqt*..,L
r 2 1.Glass Rooms: k-Amses the sterqM so ftt addftM For 3 second VAM at at 1120 MPH U&I I design land of 13 SISF
to gve abo"uF:;Z�d with WW ea#uaign dImension parallel to Wpfied Wed. Tdbuie Load VWXW W-PUrlin
Trill Load Wklth 2.Tables fassUfm S&WOM Sections T4- b. oen%mm
V.41 3.Spam may be Interpol-&
Double SWM&MbV a"" r.46- I b
Altoweb: MW b
...- d V d 2(Y-T It 11r.11'IS Ifr-r d
2Y4r d 244r d 21.1 I'd 21 d Agtowable Spans for Ridge Beams with Self Mating Beams Iw_w b <
21r-r d 2r4r d 25-'Il'd I(r d 27-41" 0 l(r d Table 3AA-120 3r'x r x v 06 :3
W-i* d 2V4r r d 2 11'd ZrA' d 2V4r d FcRr Screen Rooms or Vinyl Room design load of 23 WSF rxrxo.l z
F&r 3 second wind gust at 120 MPH vQl0dtr,using r Hollow IZ-1 b ICY-2' b 7 (1) < W
LOW VrAm w pudin 17.0'
kow am thet XPWN nol tmw Vr rr v_Q` I z 0
1.R k Isconinverided V*the-ngbawas be comeIfted an any niscalmmax Iraminil be $or man sec"M Vibendl Wor""OetWe' 2 C) ZO
4onlioM.P.KvkWbodPkmdsWkmdkwksnft- V.1' b b V-11' b V-r b
2_Spow am baws b b l(T,3- D
torn games.of owwc*m 10 jaegle or at ...bom -3' b
Span Is M-=LNW jD w ow or brow lo bum OXIMPIC111011 10 ft above"Pens tor"i'l C0 0 Ll
4.Above SPINIS 60 W inclisle brip of knee bmoL Add hOdzcrtd 414anos km uPVd
-IF b W-i(r rx4' 4'.(r b iY-2' b 17-�r z LU z I—
r
beam NPWW- IV-, . ,L131 design lose I;n Iw MSF z U La i5 Ei a
be ln� For 3 secon
Ig Seams for Screen Or Vinyl ROMS 1514r b IW-V b W-T b TfIb.- pr Pudin Cl 5; co _j LLJ 14
earn Spans for Miscoliallsous Framli b IV-11- 0 1- IT-r b soaona T 4,4" W - r
Table 3.13-120 Allo"ble B Ign load of 23 W3F ir Afl-mbl* IWO :3 Cc)
wind gust at 120 MPH velocity;using dos i i;Ill W-10, co c) V
:111.1- -b _r b
For 3 second r x 0.07r x Qzz4- II-X b r-Tr-iv-3-=ir J6*4* b L)
Akimimm Allay SM T4 A r x r x O.Orr x 0.2224' b
Tdbuft Load Width r 21 ;! b 191-r b rxz-x0Q55 :5 <
Hollow end r x r x 0.0�w x 0.�3io, 25-
singlaIseff4wn9fiomm T-C 1 T.0' rx asr x Q_W
ble 'i bndl W on'cr 5.7 bi T-I(r bl
r-* b F-I b V4* b W-r b Notes: Ie wWbmfv g,skm*wm fill 0 wndo"va glass panes owl we designed to 120 M.PJ-L wind load rxrxo. 0 0 0 W L
,F.r IS 4=�dff( .-I. -I(or" b __LE.
ICr.V`dEl'., r D is not roqjked. x g.ux 1 r4r b EO LL
rx4"x0A5G no- lr-w d I.Glass Roorr& the s"ngM so#*viddlilons!If sn* <�c
IZ.4*d 1 -V d r we P?pAgm owes wasaw rX4
d 114r d! W-I* d I [I*b MqAmffwlu to to sk with WW WAIIJI111017 dimension penalm to am"k*d. rxrxu LMA. Zw-z- If 11r.l* 2E
IV-4WWr d 1 2.Tables assume wdRallo"o`--_ LMJL Zz�r w
j�I�V-Cd lir-I 3.spans maybe"arpoishOL a
17.X d 1 1: Uj 0
I MIT d IT-Y 43 1 -d-Fir-10-d JZ.�r b IT-V b z
IV_r IS 1511 a v4r!4�rr l.,r, 15'4r d 19-1. I1r4r 4 CC
xr 2(r4r d iW4r d 1F-T d 16-11,d IV_r If is-I 14 #low ble Spans for Ridge Beams with S41111 Mating Beams rxrxO L)
rxrxo.*W W-0-a I I.- . *d 0 ir-r 16-10W'd Table 3.1A430 Fkw Screen Room or Vinyi Roof" C/)
2174 _,,r-ll*d IV I - N~
r x r x OA7r x 0.224' 21'.r d 2Er.9'0 1 W4r IV jr-11, Jr-W If IV-11 ust at 130 MPH V*1OClW,using design load of 27 WSF 1.Abu"spans do not kKkWe length of igice brace,Add hwt=W distance ftm uPW to center of brao�f`tD boom
xr. x a 23vr-ii d;2Z.V d -W It-I'd F�or 3 secOnd vdnd 9 to#0 abolne spans lor tatal bown Spam
�,d :1.-q-�r d d <
.Ilr d 2T-47 d 27-r d 21*3'd W d 2(r4r 0 T Load Width W-Puffin OUNWC*M
rxg"x x 2,r 21'4r d Ir.W
x I(rr x XO 2WIr-l'd 2V4r o�rr -_1 111-01 2-Spans maybe
Vild1h am Rmassm I bwW 'W or deflawd"'cr b
W7 rw F-W rr b
Double SW"AOOV r4- 1 3W 4!&- �MA W` _=73 M4 Uj
Allmoblif 1:1 Kowar r4r b
9.-..-� .-A ig-.I'd, ir-lir
d 21'-10 U.D*W x I- __bj
i1rd 2MT�-Il 2Z4r d 2%I'd 21WW d
2T-11'd 22W" - 21'4r 0 xrxo x IV. b Jr-l" b IF-11' b -I' b I
2V.I*If 2r_�r d WOW d rxrxo V4 217-r b IF4r b 14'-r b ITAW b jr-r b iZ4r b zf 8 fe
-11'd 2W-10 - rxrxo Is b 10 b 141-C 1 J7.r b
10 b
rxr x 21' b IS4r isA, b a
b 2T-4* b u IF-il- b JVW b
Now unif bee,red sWw more livan 41Y XG31 C: t,- r- cc
1.It is nsaxamendod*W 80 anower be WnKM rxr b _;�.l�b;H-�b
rxi x x (D P4
2.spans we bond an 110 M.PJL wind load pass dad load cc
&Span is measured ftm Centel Of connection Jo bade or wag comW"%. of, jobsencowadlontothe $0111111101`10101 mows: ftned 10 130 M.PA wind load M M
4.AWM epaade poi inglude bealpa of knee bram Add hodzmWddm=Btmt*e*Mto, I.Glass Rogew Ttw addl&n of sigamnum tname whdmw with Ohm Pwase OW am do
"Wrigm skows a a kgnGtfwA**&
baomWdlm "Winemanas in ine sbov dAwnsion I a to spoid bad. LU 0
L SPWW mwbo a assume canswoo,wifaaked whh bW logruslon 0)
Vinyl Roorris TW*
Table 3.1-1-1110 Aflomble Soarn Spans for Miscellaneous Framing Beams for Screen Of SPWW nW be kAsIM0111104 ix U
For 3 second wind gust at 130 MPH villachr,using design load of 27 WSF
z x
Alwasaffeat Aboy SM 74 0
T Width - r-r Vr I a- to
monoweed 0
gailIalaaag laefew 74r W.G 7 4'.r Vr
AlkwAdft W or defiecdIm W b b cc -A
X4..x 0 w-j' d r-V d I T-T d r-F d V-4' b V-I*
IF d W-11-di d W,3v' d V-r b
x r x LOW Hollow d V.ATr If r.r d 4' d r-l' b
r I rxo.0wxo.Io1r 9417 d Jr4r d V4r d I V--
W4r It 04�'d W-11'If
xrxamwxlLlolr d llw a 11%r d I - I---�
xrx V IS IZ417 d 1 12'-1*IS 11*4�r -W b W-11-0
r x r x 4�x*.12r iV4r d Wr d IT4r 4 16.1-0 J4!4r d W.47 d
ir-r d IV-?-d 7V77 I d
x .. 414r 14' b
jr4r d ffij IF JW4r d i;t(F
W-r IS I1Y4r dil IL14EI Id F-F d -ii'd 1*d
rd_,
rxrxojWxO- V:F d I *d le-ji'd 1V-4rr d I In, b IS b
7 �Fa2z4r d 1W d 21YT d lir-W d jr.41 d 16-1i'd
.324- 1 If IT.r d Ir-l'd I
2Y4r d 2Z-2'd 21'4r d 2W-I'd IV4r d:IV- d
2'xrxoArxajw d 17-r d I
rxlrxLmrxcJsr 24--IS -ff.-rd 21W It 21'_T d
TrIbubtr Width
ZiF ''", Fr
v.r 4r rr r
Double BW-11106 1110we" V_r I T4r EV�i L
guiawom _V1 W or deflacbm W d
_2 _77dj_27-r d 21 d 217417 a lild lV4r d IV-I'
r T 2(r-(r d IW4r d I - !Z::E 1
'r_r -T5 2
rxrx*A?Wrxe 9.-Ird. 274 74 21W 2-7-10"d W-T d IVAC 11 d
- -W-vr-d r-v-r dt 24W d 23-4r d
x G.ZU" wr d d d 21' d�2�1(rr d
rxrxo Z d 2T-V`d 2Z4r Zrr d 21*.r d 21'-1*d
rxrxLOltrz*.3"' -WZ-d-2V4-rd`T-2r-_,di W-rj d �.d
r -"' 'c
_ff7_d_3T_r d 131'-1 r It WW d 2V4*d Zr-V d 2V4r d r d
mobs:
1.ft is recommended OW On 4 ginew be comsifted an OW Pimmbwmm 00� beem#W spans wpm em W
2.Spam arstseed an 110 Ltp.Kviind bed pass dead bed fortraInh . OF
3.SW k=awed Wn cantwor wmwcftn to bode orwall corswediOn,
4.Abws BP8=60 rad indude WfVM a'knee brom Add bmtoontal cbbvm ftm U09M to Mew of bnace to been comalction to Itte abaft ONO l0r IDW
beam spals.
a.Spam mo,be bearpolsted.
Table 32.11430 Allowable Edge Beam Spans-Hollow&ctrusiCans Table 3.U-120 Allowable Edge Beam Spans-Snap Sections
Tabls,W410 Allowable Edge Beam$Paris-Hollow Extrusions Gins I Partially Enclosed Rooms Glass I Partially Enclosed Rooms
Glass I Partially Enclosed Rooms For 3 second wind gust at 130 MPH vsloW,using design I�pad of 42 SISF(50 P*F for Max Cantilever) For 3 Second wind gust at 120 MPH v*WW-using design load of 36 WSF(43#ISF for Meat.Cantilever)
For 3 second wind gust at 110 MPH v@WW,using design load of 30 WSF C.16 WSF for MaiL Cantilever) I - AkmftKm am T-8
nUM Allay 4M 74 2"x2"xO.0"-Sn&y aim 7'Ix x Ion
UMM BOCIT41 2-x2"xM05' Load May-span V I(bandana-a'or deflection U.5�nv, Wor doftection'dI
--r%0.044' 2r"x zr-x 0 V I(bond 1b)"or d on Max Span V I(bend W or donection YJ UM
PX Load MWL 6 Max. Width QL) 1&2 3 Span 4 Span
L,oad U=S IV I(banuft"Worr cn Load MWL Span 1;7� W or deflection'd) 1&2 Span 3 Span 1 4 Span Candirver
Mm Width --1-38 '7C. Span 3 Spim 4 Span C.,,aseve, X-V b cantilever
4 Span 8�ps�n: Y-r d C-1' b 7-11* b l'-(r d
W.ft tq 4 Span MaiL Width(ft) 14,2
Vftlh(fW I&2 Span 3 Span M)Fi&2 Sapen Pon 4 1.2-P-F3sp- cantil"W 4.1' d W-10' b F. d F.2' b V-1 I' b I I W d
Candlover 3-4r 7-r b C-A I' d TO b V-r b 5`6 b 1 1--5-
4-4- d I 4--tr b 4 S' b d 5 Y-V b I --ir b 3,-r b w-I 1, d a XAW d 4W b r-T b 1%1' d
TAX d V-r b I W-r 1) 11-11 d 5 a b
�4 CAI' d YA' b_ 3' S-Z' b S`.T b 1*4' d
.11" 1'4r d 0 T-Ur d C-5. b 4- T-I* b I Y-r b T.4' b 3!-1' b 3W b 3*-4' b O'Al' d 7 3.r d 4'-1" b 1'4r d 7 44r b
Tr d 4!0 b T b Y.r b 7-1' b Cr-110r' d 7 Y-r b 74r b U-11" 4 a; r4* b 4�.I(r b 4W b 1-4' d
7 3W b 74r b Y-r ta 7-11* d 7 T-r d 4'-l* b.-f--11- b i,.(r d 7_10' b I 1 7-11' b 31-r b 3'-l* b 0'-I(r 4 a S-10' h '.r
7-1- b 74r b T4* b a-tr d I Y-W b_7._jjF_b 3--r b 7F 1-1d 74r b I Z-il* b 7-1(r b Ir-10* d Z-11' b -10* d 9 T-2* b 3-r b W4V b Cr-IFd 9 V-I* b 4-r b 4W b I d
111' dd 74r b 7-r b i Z.W b CT4r d 9 74r b T.C' b
-9 241* b T-r b TZ I) IY-I(r d 9 T-7 b W-7* b 3'.W b Z-r b T-I I" b Z-r b O`-I(r d 10 T-T b T-W b 3'-W b 17-11' d 10 7.11' b 4W b 4'-T b 11-7 d
7-r (r-r d 10 ii 3'.r b 4'-- b 4%0' b 1'-2' d
7.iOr b 7.1* b Z.T b 0`40' d 10 7.1- b 3-4--b T-4- b d is 7-4* b _b a- d 11 Z-r t,r Cr-g- d 11 b b� 7-7 b U-10' d T.r b X-1 I- b W-10- b 1'-2- d
2--3- b Z_W b, -S' b
Z_r b r-ii, b r-ii* b ar-ur d 11 2'-11- b X 31-21 b d 11 .. Z.4- b I Z4r b 2'-7- b I (F4r d
__-F-W-b _Jj -7 -r 74' b 9-V d 12
12 7-r b 7-10" b r-V b 0`47 d a 12 7-ir b 3--l' b d 12 7 b 7 b
1".V 10 3'zrxO TO rxrxo..
NNW W or 6d%on'dl Load Max Span V I W of defleetkm LOW VAX S 'L'I(boncRagWor d*IWCU d Max W 0fr W1 I Load LUM 1:1 lbendl or
Load U width(IL) Max
ax Soan 1:1(Mberod Width M4 Width OIL),I&2 Saaen 3 Span 4 Span Max. I&2 Span 3 Span 4 Span n r
i MOL &2 Span] 3 Span I cantlew
saidia tra-)I&2SW 3 Spen 4 Span Max- "adh(L)I&2 Spenl!41pan 4 Open tc, I i 4W d V-4' b F-r b 1-7 d V.r b F-W d F-I' d l'-Il' d
6-1* b 11.7 d 5 4'-Io' d T- -_W�_ _ 5 Y-10- d I 4W b 4W b 11-1 S 7
5 4W d F-r b jr d -I- b JW d d a r-11 d 4'.1(r h 4-r b I'-- d TAT Z-15, d AW d
r d jr.r b 1--r d, Xr d I W-1- b T-11- b I 3--r d 4-4r--7--rd 114r d
8 V.I* d C.IV ta W4r la I'-r d I 4.r call 5`4 7-11' d 4W b 4!-4' b I'-I* d d
7 3'-Ilr d 4W b V4* b I'-J* d 7 V4' d 5`w�' b Wr b 1-7 d 7 3,.r b I T-r
d T-r d I 4-r b 4*-1' b 1'-W d 3'.r d 4W d 4W d IW d
d a T-r b I Y-W b b 0--il' d
Y-r d r-r b W-I* b 1-W al a W.2- d 4,-IF b F--iTb I-r Cr.jj* d Y-r b 3-.11- b Y-ICr b W-il' d 9 x-4, d 4,.z, 4 d I-r d
I-V b 7-11" b 3-i(r b W-11* d 9 X-I I" call 441-_�W 3W b W-W b 3,4r b OP-11' d IQ
9 F b b I'X d 9 2-41' b 1 3W b W-r b Wr d 3`41" d 4'-1' d 1*.V d
IQ T4' b T-r b T-r b OR-11' d Is T-i(r F-4,4F-b- 4?4- b 11-1* d is Z-19* b 7-7 b 3,-1* b Omar d is 3',r b Y-r b T4r b W.11* 4 1 11
T_r b . b 7-W b W-11' d 11 7-W d W-7-b -77 b v4r d 11 7 7-11' b (Y-10* d II T-l' bl W-W b I SW b 0'-Il* d 1 12
X-r 1 i _T:F_b jr_I(r d 12 , .
3'4r d 12 b �1 El ! - Not": z
12 T-i- b SW b 3W b 1 0.11- d IS D80 dkwm amen uplot to conter of brow to boom < UJ
r�'x 3" 8 zix� 2,xrxo. do not indude WV01 Of Im"team.Add ha-=M
,�Ir - Max SpsnV I(bendirragg W owr Nn 1.Above spus
Max Span V I(be War Load MWL v I iberwing.,or driection-cr) Load! Connection 10 to above span for latel been sPeol.
Load MWL 5 V/ W or deflecdoncn Load MAUL Width(0)1&2 SWI 3 Sp. 4" Mes' Z Spons"toy be Interpolated.
111113L WWth VW 3 Span I 49pm_ce - -cantlever z 0
101111111 &2 3pn 3 Span 4 Span ,M- Widah M)I&2;;;-73 Upon 4 Span cants.4 1&2 SWI 5 W-r b -FF b -77.d
andbover (9 L) z
IW d r b 7r-4' b i'-I - d 5 4W b I F-Cr b C-ICr b l-4* d
5 5'4* b F-11* b I V-W b 5 F-ICr b _r.:, -17'T-T-d . S-r b F-I I' b 5,4r b IW d 0 CO
a 4'. b I'.W d 6 6'�Y b V-1 I' b -F-97-b -Fi-0- d 6 V-i* b 4!.r b 4',Ir _b - a - b Fr b i*-r d Table 322-130 Allowable Edge Beam Spans.Snap Sections U.1
_I(r b F-W b I W-T F-W i, -!;:F-d 7 7.10' b 4'-T b r.11 b 1_T d 7 V-I(r b _5W W z
7 4*.W b W4r b 41.10' b I'-.0 d I F4r b W-r b - 7-10, b I'-- d a C-r b &-I' b 4.11' b 1'4r d Glass I Partially Enclosed Rooms of 42 NSF(50 VSF-for Max Cantilever) �z 0 0 -
a 4W b 44r b W-r b 1*-T d a F.S` b 6,-r b W-110r'-b 1--r d 3 T-r b 7.11* b T4r b I'-I' d 9 4W b 4'40' b 44r b 11-r- For 3"Cond WtV14 gust at 130 MPH Vslocttr,Lasing design Wed C1 0
T-I I' b 4W b 4*-4' b 1.7 d 9 W_ -F-5-- d 4'-1' b 4,-r b 4 b Akww*tum Al SOCI T-S
9 1- b b 54r b I'-r 9 3`4' b T-W b - - 0 U) _j LLJ
_r rx X $no xtrus on
10 4'-ICr b 6`-F-jWT.F-b v4r d If 3--r b 3-r b _FZ b 1--1-_d 10 - b 114-: gd 11 rx X .044"S CC W :3 ce)
F-10 1 31-V b W-T b W-i" b T-- d s,-r b A'1I* b 1'4r d 11 74r V-0----d-T 1-1 7-11' b 4W b V.r Load M= 1:1(bonding W V1 be Wor deftebon'dj Ce)
b T-S' b 3'-T b or deflecdon'cr) Lo-�d MAX.5 C)
Y-r b V-W b W-11' b I-T d Ii 4%r b j.-Vb W-2- b I V0 b I i'-C_dA Max- C) Z
P4
3'
,,r
r
2
7
"6* b
'0 b
-r b
4.-r
411'
Lo
R 2
r b
3
3'_r
34
.Z d
d
Al 5 T4
nr. nX !.4nl SM�-�-
M�L
Z-11- b Y-r b T-r b tthN 1&2
12 7-5.- b 3*-I(r b i T-W b l'-I' d 12 4%W b 4-'Ir b �4_�b 12_ a-i 1' 4 wadah VL)I&2 Span 39W 4 Span W� Width Va)1&2 3 Span 4 Spon Cntjl~
canuwv*r
Not": 0
hortzon,d dWWm inan tprigid to conter d brow to bearn 64* b 64r b IW d !3Z 5 L) 0 x
Of' to boom 1.Above spara do not InckWo longth of knoo,brace.Add 5 N-V d 1 4'-4- b 4�-T b 1--l- d 5 WA, b
,L Above spend do not kwk)do WWM of law twom Add hcxbontal di ftom Upegm 1k,C~ W-2' b F-Or b l-4* d
connection Io In above for WW boom opens 1 W-6- b VI V b 3,4r b (7-11- d 4�_r b
2-Spans maybe b*wpohft& 4'4� b i�i-(rb w-r b 1'4* d R 6
connection to One above spens for Uft beem spew 0 0 ij� U
2-Spans may be WArP018111d. 7 Fr i, 74r b W.W b 17-11- F 7 U.1
I T-T b W-W ay.". -Mb4%r b W-44' b l-r d <
b " b 9-11" d W-®r
T-r b T-11 I- ,_I, _I '_I. 11-r d U_ -7
d 2 31.11y' b V-r b 4�-i* b
Soctions 9 r-I IYAW d
T"3Z1420 Allowable Edge Beam Sparut-Hollow Extauslont Table 3.2-24 1 a Allowable Edge Beam Spans Snal) b 7-11* b (Y-10" d �O 4!-Or b z-11,
7-ir �7, b I- d 5
-�id z
Glass I Partially Enclosed Rooms Is 7-r b b W
Glass I Partially Enclosed Room using daWgr,7q)oad of 30 WSF(36 NISF for MIUL C0106"d 12 74r b W-r d Li
For 3 second wind gust at 120 MPH velocity;using design lood of 36 WSF(43#1SF for M=L Candlev@4 I z C14
For 3 second wind gust at 110 MPH veloW 12 11) W-F D a-f-
Sm T4 Akaniftnumm GMT41 Mr Saso ExtrLmlon x x
2 r x 2V x 2x2'xO.O4CSnawD MY-Sim V I(banding V or '4111 Load &U)L I(bonding W or deflection Vj
&WU==3L son IV:I W ar deflatoon'dj Loa k4sx, Wor Load UOL SM y I dwraction 1AU& - wadh M-)I&2 3 Span 4 Span CM*l* -
blax. 11"M 1 4 Span sum Width I A,2 SW SSW 4 Span caftuld'ver "Oover
Wkhh OW I&2 Span 3 Span 1 4 Span M)1&2;�r3 48psn Wadah N I A 2 SP-i 3" I I corat"ve 1'.i(r d
Cantilever Bp- I cantilever -g__b d F4r b V-r b I-r d 5 6�.r b 4W d 4'-IW d
T_r d V4r b 1 3`41* b I'4r d 5 7-1gr d I 4W_ b 4'-r d 5 4W d I 6� b I- 11-r d 5 V-10, -Fr-d F4r d
b - Fr d Wr b S`-111' b 1-41' d -s Tar 44r d
6 4'-1' d I CAW b d
b 74r b I 2r-r b W-11* d 5 Y-r d I C.4r la _W7-b Vr d _74-7_d IW d
44* b I--,' d T F-I' b W4r b &4r b 1W d 7 3'-W d -
M7 T-J' b T-W b I S-r b (Y-Ii* d 7 7-C b I 7,,r b -31-r b (y-11* d 7 �-Ilr d 4%W la 8 V4r b V4� b S�r b IW d a -FF-d- C-1- d 41_� d tr d
7-10' b 3'-.r b Y-I la 740' d I T-I" b S. 5 3`4r d 4%7 a V.W b 1*.W d V4r b WC b C-Ilr b 1W d 9 Uj
d _ " b V-ilr d 0
9 7-r la Y0 b 7-11* b W-10' d 9 7-116 b _Er 1; 7-- b 0-40 9 34r b 7-11* b 10 lrr b W4r b 4-r b INr d 10 T.1- d 3'.r d 3'-I(r d I'S' d �z eld
7-r b r-ior b r4r b W-10' d is 7-r b 3-.1, b r-(r b or-ur d 10 Y.4' b Y-ir b Vr b_. CY-111 d --f-i-i- d -s4r d r4r d I-V�d
iF-b 7-10- b Or-10' d 11 r-r b T.r b S.W la 0'-114 d 11 41.1" b 4%r b lrr b I'-T d I !j ;;
r-W b 74r b 7-�r b d II Z-r b Z- 3`Ij* b 4C4' b 4�-r b l-r d 12 -Fi I-- d �Frd �x4rd 1W d V)
12 rW b 7-r b 74* b IY4r d 12 Z-V t, 7.79-- b _F7__b 01-10' d �7_12-NO T.W b T-W b YT_b (Y.11* d 12 Noted: --1,ad Inchide krqlh of imse bram Add harbMW I ftmupiigntio� of to le
FW_ _X4 - 1.Above"or a-
V1 W or deffedion Nn Load Max. 1:1 nandino W or defloction Lood Max S V f(bonding W or dolloodon V1
Us Z.a" V I Cannecalon ID am oboft qxm for 6DW beem sports.
4 Span WAIL
VFAM P4 W&M I&23pon 3 Spon Cn,,,w 2.Sponommy be' rE
I&23W 3 Spent 4 Span ad- Wadah 1&23WI 33W 4 Span
cardflever
5 r-r d 4'41' b I V-10` b I*-r d 6 W-7' d I 5'4r da�rbl i,-r d re d F4� d F.57 d
T-10` d W-r b 4?-W b 1'.I* d 6 W4- d I Vr b 9-1- b 1--r d
4 C-I' d SO d F_I' d 1 r7dj
7 74r d r-r b W.1" b i'-W d 7 V-1' d I W.Tc-rb -ZV-b 1--r d' 1 3`40' d 4%r d
74r d W-r d
X-10' b 9-11* d 7-1 P d I WF-b 4W b 1*-I' d 9 Ld
a T4r d 7-11' b I a U)
-7 b 11-1- d
9 3*-C b 74r b Wr la W.11* d 9 3,4r d 1 47-7 9 Fr-d 4--r d d X
4- d (D cc
7-7 b 14r b Vr b W-11* d Is X-r 11 f7-b 41* 1.(r d 3'.W d 4`-r d LU
ffl4j7j_;_b T-V b 0'-Il* d 3-4- d t:4!!.=17' 4�-24 �V-rd uj
T-r b 3W la, Tr b I VW4 1- d I I 3%r z x
-F-11- 4 12 3%r d I T-11* al,
.12 b 7-1- la r d 12 b Sr b Fr b 0
x x Not": Addalmbm daigomananuialiaidepconlamotbrocalobsern 16- 1 M
Load I Manx V1 War I N M %M Lood VWL IL I fbanding W or deftecdoncri 1.Above spens do W kvdu6s WrVM of knom What. U
Io the Man Wons for Wed bosen spons.
less. Connedion, Q.
2 Span 3 Spon 4spon Mas. Width(N I&2 Saawj 3 94- 4 cwvdwvor 2.Spons may be inuarpoishod.
r-10' b V�r a; IV-r b 1'4r d a C.W b WAV b Wr aa I !'.I(r d
V-r b 4�41* b W.Ur b 14" d 111 5�.W b S-C b ff-T b 1'-r d
-r b r-r b 4W b 1--r d 7 F-r b V�Tj':__b b -V4r d
T-IO` b C-C b Ir-r b 1-2' d I r.11* b 57-b F-4- b Tr d
74r b i 4!-1' b T-11' b 1*-T d 9 r_r b 67-7 F-F b F4r d
FF-b -F.-icrb 3--r b i'.I' d 10 r.V b C-11" b W4r b 1%W d
T_r b 4r=b T-r b 1.1' d 4: b 4W b 4W b l-r d
"__j
T-r h I 3W b Y-r la 1�4' d
12 FF4 12 1 b 4-r b 47 b d
mass=
I�Above spons do not kcaude WrOM ofim"Inam Add haftorsaal dWWm fircm Waigatio COW 0(brocaltabsom
coonedion b#a above span for Iolel boom spons.
2-Spans may be Worpokahod.
ipiiT
OF
Table 32-3-110 Allowable Seem Spans for Miscellaneous Framirill Beams for Glass/Partially Enclosed Table 3.Z4-110 Allowable Spgno for Ridge Beams with Self Mating Seams T&bls3.2.5 Allowable UprightHeights,Chair Rail Spans or Header Spans
For 3 second wind gust at 110 MPH velocity,using disign load of 30#1SF For Glass I pa4ally Enclosed Rooms For Glass I Partially Enclosed Structures
Alloy SM T4 For 3 second wfipd gust at 110 MPH velocity,using design load of 30&W Akiinktum Alloy SM T4
For 3 second wind gust at 110 MPH velocity:using design load of 25 VSF
_H*11OW and Trtbulary Load WkNJh TrIbuts
W-V r4. 7- 1 ry Load WIN W-PWW Spacing
skvis Self-mating Beam F-F I F-F I FV7 47 1 4- 1 1 F7 I r4- r-r soff Moft sections �LOV;-M� IFF 1:-1
Span V I be rmAcuMnig-V deflection V -Pon V I bonding V or sell"V section T-0- 1 T-r I 4'.r I v-�r I r-r 1 r-r r-r I r-r
Allowable H or *CWM V
V x 4'x O.OW Hollow V-V d V-3* d r-1(r d r-r d r-r d V.I(r b V-r b V-r b $-It'b Vr b 6'-r b F-r b -11- b jr.2- b r-7' b 7*-1' b, r4' b V-4* b V4r b V-r b
2,x r x 0.06r Hollow w-r d iiY.r d I(Y-l'd V-r d T-r d V-11'b V-r- b 8'-r b r-I(r b r-7' b r-3' b r-I* b rx4"xO.O"xO.jOr 0' b 8-r b r-I(r b r-S* b r-r b rxrxLOW Hollow 6.1' d 5'.V b V.5' b &-I" b 4*-ICr b V-r b 4'4r b IV-3* b 4'-1* b 3*-Il*b
r x r x cosr x mor 11-4- b ir-40 b $'-9* e-.r x 0.06r Hollow V-6- d V-2' 4 V-11' d W-r b V-3* b V-(r b N-I(r b 4*-W b 4-T b 4�-r b
z-x4"xO.04Cx9.IW lr-r d V-r d lrr_4--lr4* d r4r d r-ir d r-w d r-r d r-T b V4r b V-r b V-V b r x 9-x USr x 0.120' 17-14r b-Tr-F- t v-101 b la-1, 0 ir-r b Ir-16 b V-r b V-7 b
rxS"xQ.*WxO.10Q" 121.1'd I V-V d 19-itr d IV-r d 9-11*d r-r d ir-r d irr d $'.a* b 8`4� b V.1" b r-lir b b 17-7 b 11--5- b,' 10--r b 1(r-r b 74r b-7.7--b 3,x r x cow Holiow 6-1 V d V-r d V-V d CA' d V-10' b Vr b V-r b &-I' b 4'-1 I' b AlAr b
r x r x ooar x 0.12r IA*-S* b Mr. 7x r x-ao7r Plow -7-9- d Fir 3-F-i-- d-F-35-- d d W4' d V-2' d V-O' d 57-icr b 5'.V b
rxrxd.054rxO.12r 14'-r d 174'd iZ-r d 17-11 d IV-r d 111-31 d 17-111d 10'-W b IV-4r b V-r b 11`4� b lr-i- b r.r x u1sr wf Insert iv-r b ir-r-t 10-r b 16.2- b, 14'.r b 13'.r b IZ-11' b 174' b 2,xrxo."r Hollow V-5, o r.i(r i T-4- b &-it- g-T--67-b-i7-b-F1-Vb S-Or b 5--w b S-V b
z-xrxO.D$rxC.12r IV.I*d 15-r d IV-W d i3*4r d IT-r d 1Z-1(r d 17-r b II-r b 1 V-4'b 19-11*b 19-C b 1W-r b r x IF x 5.orr x rm-4- if-r b Tr-Ur-A 15'-r b 14--r b, 13--i(r b 1T-T b 17-r b 17-T bj
I rxrxeow Honow ia-r b jr-11' b V4' b SAT b V-4' b r-1 I' b r.r b r4* b 7,-1, l: 6*-io, b
I" d 2"XrXQ.DrA"XO rxs*XQAW SAAL 157-5* d 14'4' b 13'.r b 174r b IZ-I' b il'.r b il'-I' b I(r4r b lar b V-11'b
r x r x IlAsr wt insert 19r-V d 19A' d Ir-T d IV4r d V4r d 151-V d V-11'4 141.r d 14'Z d IYAOd 13*-r d M4- b IV ir.1a b 15.1 V b IS-O' b 14,.r b IT-r b I.T-T b
z,xrxO.07rxQ224" 17.11'd IV-Ilrdj V-r d IV-I(rd IV-4. L4*-I d lf4.'-IT d 1,V-I*b 13*-r b V.9' b 17"-V b, 1V4r b ill I If,1 11 i114
8.31V 7 x IF-xaow I.W.B. 18'-T d 15'4r b 141-V b IW-(r b 13'.4" b IZ-1tr b 17.4' b II'-i(r b 11W b
,:r ;bj -7-d-F
15'.l(r b IF,3-bi 14--r bi 11 RE rxrx*.062'x 2W4, V-101 _ , " 3
7 _; ; I b ; rxrxo V-11' d!
r 5-�r- H btl 2z4r bi 21.1- b,,j IV-10- bil r b
L I. 1r b,I " .-
Z,xrxO.9WxC� 121"11*41 1;-r d I IIN.11 W-0-d I 1r.V d d! 2*
_A I&-lcr 2x IVxO.O9rx8 .044' Snap 6 7 b, V-W bj T-r � V-1- bi 4-ur b 4-4r b
z,x r x c.car x Omr I Vr di 21'-V di 27-C d I 19-S'd IV4r d I 18-4r dl Ir4-d I ilr-I V d I IV4r d I IV-1-di ISW dl Ilr d r x 3'x 0.04r Snap
r*xIO'xGA9VXO.36Ir I 2r.0 a] 2V4r d I 24W di 274'di 2Z-S'd I 21*-r di 21'-T dl 2V-r di 17-IOdi 19'-S-dl 18-41-dj Ilr4r d Noted: _I 74' di V-10* r-3- bl T-Ir ol T-5- bj T-(r bj F-V bi V-W bj ii bi F-W b
The addl1lon of shmnlroon*WW windows with glass penes ftt we designed to 110 M.P.H.wind lood r x 4"x O."r Snap 1 1 Nr bi I(r-l(r bl l(Y-l' bl 7-17 bi 7-T bl V-r bl F-r bi -r-11- bf T-r bl r-Y b
mnwwronts to the above upilft sbDM son*to 30 ongil,so that additional toning Is not roqLired. For 3 second wind guot at 120 MPH valaW,using design load of 30 VSF
T md Wkfth softsion dmwWm psralle�to applied Wed.
r.r Tr Vr 4,.r 'rr I �� r-r I r-o, r-r r 2.Tabiog osswu estruaim wlenad wflh WngsK, Purtin i
Datable Seff4Awft Dome; a.Spons-Y be W-PolatecL Sections TO- 1 Fir I F-F I 11�Lo Vr rPftl Wr-r I V-V I r4r I r-o-
T-rF
is Span Vibendlng Vordwnoctica'
Allowable twilhit'W I Ing*b or dollection'd
rxrxO.OTrxO2W 2T-r d 2X-r d 274r d 21'.r d WN-4rr d 1W-11'd 11r.4 r.1'd r x r x 0.1344" Hollow V-15' b " b 4'-Il' bi 44r b W-r bl 4'-T b 4-V b T-1(r b T-r b T-'r 6
2W-11*dl 2V4r d I 23--r dl _r d 21--11-d 1 84'1 "1" VE g 'L g 'V�r d Table 3. 120 Allowable
z-xrxoxrxaxzA" zr-r d d!� r d! jFI-Id L11-1 d ill-41 d i -,paKp for Ridge Beams with Self Mating Beam
2A. rxrxLosr Hollow V-V d V-V b 5!-r bl W.J* b 4'-10' b 4'-r b 4--6- b 4--T b 4--1- 9-T 1-Vb
t�
7'x r x OAW x 0-MC 29-r d 2r4r di 2r-r d 1 26-1-di 2V-r d_ 23-4'd d I 21'.11'd 1 21'-4'dl 217-11V di 2(r-V di 17-il'd For Glass j pf&liy Enclosed Rooms 3"x 2'x 0.045' Hollow V4r d F-2* d V-11- bi T-r b V-3- b $--V b 4--1(r b 4-V b 4.6- b 4-4-
rxiO'x0.O2ri 3,V-r d SZ-W di W4r dl 27-V di 2r4*cl 2r� --T dl 24--W d I 23'-I(r d 1 274-d For 3 second w0lid gust at 120 MPH vOlOcitr using design load of 30 NSF r x 2"X 41.0711' Hollow 74" d F-11'd V4r d V-17 d V-r d 6-1 V d T-T b 6-V b 6.4'
-t V-r
Now., -F-7-b-W-b V-r b V-11" b V-V b V-r b FT b S-W b W-I(r b
Tdbulary Load WuPurRn!W rxrxLO45' Hollow 74r b
1.It Is raccxnasinded that to 091nomm be MWA@d an any miscelloneems*waft bownthetiqWmaxwelhon,617 rx4,x&*w Hollow W-I(r b W-I* b V-W b V4)` b r-r b r-T b
UK Mating Sactions F-F I r-V Irr Ir-r b V-W b Ir-r b V-r bi
2-Spons am based on 110 KPA wkW Iced pkm dead bod!Ior katmig. =rR=V rxrxLOSr 8JAJL 14'-r b 1,T-3' b 12.4' b 11'4r b I V-1* b 1V-7' Is 10'-l' b 94r b V.4' b 94r bi D
Allowable Sinn V I biieWingWo V i'od
S.Span Is ffomxwd km cento of conneclon to book or well conneoson. r x 0'x LOS*' SAJL IT-V b IV-4' b 14'4* b i-T-W b 17-i(r b Ir-r b 11-r b -I(r b VY-5'
4-Abo"sponsdonatkcksJolonullidlossebroca.Addhortzontal I km upight b co S-.r b V-11* b V-S' b I V-I' b 5%V b V4r b Sr b rxrxLD44' snap F-W d VZ d V-1 V b W-r b 1(n <
nbor of' to bass Connection 10 to above spone for Idd r x r x oA"x il.ioo, 4-11r bj 41.r .1 4 b
b
l U,
tr�3; bi
r4
SIDWIS. rxrx )SrxIL104r IFT b 8'4r b r-11' b r4r b r-2' b V-I(r b V-r b rx3'xL"r Snap -f-S' b V-V b r.6' b r-i* b
,0.84-
SpmffWbe* rxrxCAWxO.12V 11,.r b'-Tjy-?-_L W-lir-b V-r b " b Irr b r-11- b r4r b r x 4'x 0.046" Snap - All, bl V-T b V-W b 8'-r bi r-ilr bi T457 bi T,�T bil 6..r ti. z 0
rxrxLoSrxO.120' 13'-r b IZW-'-�. 11%1' b 10-r b 7-1(r b W-0 b W-I(r b V4r b, For 3 second wAind g at 130 MPH valoctty;using design load of 35 VSF z
r x r x tiosr vs Invert ir-V .-r,,--,-jr A 14-4r b 17.1(r b 1Y-Cr b 1Z-I- b I v-iir b 11'4' b
x -TV-6'-.A V-r b I(r-11' b_ section$ 3--tr T-r 1 4*-G" IT W z P W
Table 3a3-120 Allowable Beam Spain for Miscellaneous Framinil Beams for Glass I Partially Enclosed r IF x corr x emi- iv-ii-T W4' b 13*-r b IZ-8` b IZ-W b I �5 (9 0 Cl)
For 3 second wind gust at 120 MPH velocity,using dimign Wad of 36 NSF T,.F-b V4r b I Allowbit Height 1K I nding W or dotlectlon V �z 0 CO
r x 11'x 0.0?r x 0.224" 1F.r b 14--r b 13*-V b I T-V b 111-11" b i
b
b
Afty OM T4 b Ir-1- b IF-11* b IT-r b IY.I" b rxrxeow Hollow 5*-T � 4�-11' b 4-r bl 4'.4- bi 4--in b 7-11- td Y-W b 3--r b T-T b 3-4- b
rxrxoAWxO.310' 20'-r b 1 '-1 114 V_jr b 0 co _j LU <
Hollow and Tribute wd Wldth 21 x I r x obw x omi 2-r-4- bi - bl 2o,4r b!19--r bj 11 P 1; b b 1W-V_bl IV4r b 2"x r x oow m-liow S4' b W-1 V b 4*4r bl V4' b OW-T bi r-I* b 7-11* 0, 3*.r b 3'.8* b W
2--r I 3--r I 3'.r 4V-W b 4'4' 1) N-4 b 4'-2- b 44r b
5"16 SON-Mating BOW" 4--r V4- 1 r-r I 6--r I r-Q- I r4- r . r x r x 8.045* of
N~. Hollovv V-2' d V-I(r b F4S* b S-7 bl 4'-11* b :) cv)
AboombleSponVibe,dimmW dotloc-fion'tf I.(;W.R"m The sdoon few...=*aff*windows wM glass-Oval ors designed to 110 WP.Hwind Imml 3"xrxS.070" Hollow V-11- d w.r d V4- d V.1' d V-1T b V-r b V-4' b 5-11' b 4'-Il* b 4-V b
D C3
frosquk-nentz -7--2- b FT -7--rb s,-i(r b &-V b W-r b b W-10' b W-r b 4-r b
2'xr x OAW HOD&W Ir-r di r4r d r4' dl Ir-il" bj F-r b tr-r b 611' b 5,4r b F-V bi V-T b V-I" b 4!-11* b ft above Upe#,xbW kjo�to sbwVth so hat additional kanft in not Mq.*Ud. FxrxOgr Hollow < cm z
rxS"xOAWHoA*w IU-r d V-11- d W4- di V-1- d f-r b V-- b r4r b r-W b r-r b V-11- b V-r b lr-W b 2.Tables aaam*as:buslan oriented wah ,,rrA*U#lon*nwWm Walle!to applied lood. rx4"xO.05d' Hollow 9-1* b Vr b r-11' b r-5* b r-l' b Ir-11' b V-r b V-7 b V-1 I' b S-V
7'xr x OAW x 0.1or r-r d 94r d V-r d r-iO*d r-r d r-r d 9-11" b V-r b V-r b F-r b V-11' b V4r b 3.Spons-Y be kftrpowbo& F.r-xamr &MJL 17-T b Tn7l-T,7-5- b-1(-r-lcr b-Fa--r-b W-W b 2`4' b F 1-1' b V4r b 94* b IJ3�
5 R 6
2"xS'xOJ)WXO.iOr I V-17 d lCr-r d IV-r d V-r d " d W-W d V.r b Irr b r-1 I' b r4r b r4' b r-r b 7x r-xaAw &RE. IS4- b W-- b 13--r b 17-V b Il--1(r b 11-4V b 117-10'b iV-4- b 1174r b 9-4r b 0 01 13f L)
LU
X'xrxOAWxO.12r 17W d 17417 d 11*41'd II'-V d W-11*d i(r.S* b V-11' b F-T b w-r b V-10' b ir4r b V-r b rxrx*AW 5--r b 5.7 b 4*-I(r b C-r It 4' Cl)
16-r d IW-T d IY-r d V-11"d 17-V b 11'4r b 11%3' b 19-V b V4' b V-1 I'b V-r b W4' b �bV-1*1- ,
,X,.x.W :3 1 �f V-r b 6-r b U-1 V b
zrxoAWXG.12r Table 3.2-4-130 Allowable Spafts for Rklge Beams with Self Mating Bearns I: bi 6'10* b f4 b I b CO LL
r,xrxO.owYdft@ IV-V d I" d N-W d 15-r d-W-11' d IN-r d 14*-1" d IT4r d 174� d JY-D* d 174r d IZ4' b For elms I p&r&liy Enclosed Rooms rx4'xL"S" Snalp I V.I(r bl V-I' b r4l* bl INT bl 6*-11' bl 64r Ill
r,xrxajmxO=r if-Itr d VP4r d NAW d IV-i' d W-W d 14'-11*d 11r-V d i3'-IT b 17--C b 17-1(r b I" b 17-V b For 3 second W*W gust at 130 MPH veloclir.using design load of 42#1SF Nobse: !luzu C)
1.Above spers do not bx*We length of laves brace.Add hodzonwI kont WW to *a of broce Is bmn conneolion to the C�
Vx r x OMr x OJtW W-r d 17-r d W-W d Ir-r d W-11 idl 11 4 16-4r bj 15.0- bj 1W-W b IY-I V;bj 1fr b 17-T b T Load VVM above spers for total bown spons. C14
14�
W_, 4r b I
Z-xr.OMrxOJW I 21--V �29-1- d IV-11-d IV.W di IV-11-di IT-r dj 16.r W4* b rlvr!fl r-r I 11--a- 2.Spans rwy be k4lerpolabod-
Z"xi4rxLOWxO.3W I 2W.V di ZV-� d�j 27.111-dl 211 11*idgi 2rr di W-4W d IV-r dl IV-2' di Ilr-r di IV-W di 1r4r bl ir-T b
Allowable Sw V I bending V V D
wd Width rxrxaA"xc.iW r.r b jr-11- b S%r b V-11- bi V4r b F-C b V-I* b V-11* b
Doomblo SWINAllating 111sooft 74, 1 r4- I r x r x 0.05r x LjOr 0-4" b 8-_r b r-iI* b r-w b V.r b C-C b r4r b
P-T 1 V4- 1 V-r I r4r I r-r r4- V-r al-r t ,
3-r I W-r I V4r -r-1-Cr b! I M r-r b r-r b T-11' b
AUmmhbSpffml?ibwdingWord*fWctionW -rx. -USrxLl2r I0`-IT b b
r"z r a 0.07r x L22C 274r di 27-7 d di 20'7r I Ir-W di -xrxCA5rxLl2r I" b IV-T b 9-7 b V-1 b V.r b lr-r b r b
IV4r d IV-10`d IF-r -I(r -1* -V -11* -r
r V VE b 174r b 17 b 17 b 11' b 19 b iq b
20-_r d .11- 1 r4r d rxrzoAsrwinew 16�r b
z,xrxOMrx&JtW 2V-Iidl 24-4r 21.1 _4__ d! ill I -il dil �dj T4 --A 17-r b 11'4r Is IV-1* b if-r b 10'-r b
_.j 19 "-e
vxrxomrxojw _M-8�4r!q Mr di 2T4r 4 2rr dj 21-4 V di 21--T dl 2W4r di 21r-1- di 1W-r di IW.r dl IV-r d -*.VWx&.22C ISO b -A 13W b --V b 11.4r bi Ld
r*xlrxOAgrxL30r 37-V dj W-r dl21r-II'dl Ir-I' b I Fr--A 141-V b 174r b 17.9' b IZ-I* b 11
W r 41 !1V8* d2V-1Vdl Zr-� di 27-r dl=-I V di 27-W di 211.11*d rzrxO.C?rxLZW ilr b '.i(r --11- '-r b 17-r b IZ-I' bl C4
rxrxLCSrXL31r -r 7 jr_1_ IV-1lr b 14 b 13 b 13 CL ;;
rxIrxQLO1krxKW- jg��� iV4r b I IV-11' bi IF-r bi ir4r bi V)
I.Otbroconimendedthotthe-ngfta beawsallasionanyrnievelbrosolotmoni I thatiWornmoreftn4lY
L Spans an band an 110 M.PJt utvil lead pka;dud teed for frorning. Nobel:
3.Span k 1 *01"Cadw of 1 11 1-, to rank OrVMN Connection. 1.Gk=Rowiw:Thsm&MiancfWwWnLxnh--WP-i with glass pann Mat we to 110 M.P.H.wind lost!
4-Above spons do not kzkole length dicase Add loft above spew forbial . . to the , I a elm kn..W the sh ig so OW -1-1 a--rdi is not nxpiirod. 0
bown spons. 2.Tables now.solbuslon, I wNh krqWA*UW-*-'Is-Parallel to applied Wed. W
L Sponsmaybol &Sparomaybo*
Table 3.2-4-130 Allowable Beam Spens ftor Miscallootwout;Franift Seems for Glass I Partially Enclosed
For 3 " wind rig at 130 MPH vokWW.using di mign load of 42 VSF
Allay�T-4 0 0 -
Hollow end TdbutW mod Width CL
IX UJ u-
011ogia SWRAmOM 9-- r4r I V-r I r-V I W-V r-r I V-r 1 V4- 1 rr tu
tu
Aboam"Spen'Vibmal"oWer ' N :-t
Z'xCxoAsri"O- r-W dl r-C d V-1il bi F-W W ri* bi r-r t4 &4r b 6�-r bj V-11' b 0 1
41-la, b 44r b r-r b L- 113
7,z r x O.Wr a lollow la-I" A V-V d 94r d Or V b! M r b r-r bi r-r b V-11' b V-r b V-W b V-r b 6.11' b 4j
ir-r ma, d r4- di rw b lrr bi f-r b Vr b S'41" b 5'-r b F-V b j
rxrxoA4rxO.iar d V-- d IVr b 0
C13
rxrxomrxo.iw 117-10'd l(rr d V4r d V�r di ir-ir ; V4- bl r-11- b r4r b r4- b r-1- b V-I(r b V-r b
rxrxOMrxLIW 1Z-r-d d 1T-V d IW-I(r bl W-7 b r4r bl W-r b jr-10' b F-W b V-2* b-?*-Il' b r-r b
r'x r x OMr x O.Or 14!-W d 17-r d 17-11*d 17-r bi IT4r b 10-A V bi 10--r b Jr-11- b 9--r b 01-r b 8-411- b V-r b
YxrxOMrvdkmmt Ir-W d IV-r d 116-r d 14'.Il* W-C d I.T.1��l 17-W d 13!4r d 174r d 17-T b ll*-I(r b Ij*-r b
Z'x r x 0.07r x 8214' Ir-10'd IV-10*d IV-11'd I 14W d 14" b Tix-r b ir-icr b 17-C b 111-1 1,-1, b
is-r bf wr b b "
I IT-il' I.T-r bi 17-1 IF
I ir-r d 1V4r di W-,r b 1 Z; . CIA' b
rzrx*xrx9=41 irr V b!I
Z,XrxoAwxo3w iN M 11FIK d, 19-7 d Ir-4' di IV-r d 19.1-di 1V-r di 15�r dl IV4r bi 14--- bi 13%V bi 17,r b
Vx 110"x OAXr x 41-111111' 1 244r di 27.11'di 2VIV tl� W-11*dl W---rd ir-F-7 Mr di IV-7 di Ir4r bl Ir4r bl IV-F bi 15--11-b
TOMMY sod Width
Doubts Soff4toting 7-r I S--r I V4r I V-r V-r V-V 1 S-4- 1 r-r I r-r I V-r
Against"s.-V I bw Nr
Z'x r x ONr x OMC 2Z4r 21'r W-11 -r!g gf ir.ilr d Ir4� di LO--0'g V-41.d 15--11-d Id -r d
Pr I
21r4r d[23--T di 21'-1' Of W-7 d -. d IV-11*d d Ir4r d �-d
I
r,xrxowrx*2W I d I.:4r
I
IV
d Itr .
5 dl;1r.I r-
xg I x4r di 2l- dl 2Z-V di r, d W-Ilr d W-2- di Ilr-r dl IV-1- dl IV4r d HE&
d a
I
2r-r dt 2W4-di 29-C di 2C-r d 23--r dl 22-41-dl 22-W di 21'-Itr di 21'-C d
rxir: d
Note: A?,
1.kis sociawnie OW ft ighism be consubod an any wdscatorwom thotiperamoreftnAllOr
L Spans an booed an 110 M.P.H.Y*W kood pka dood bad for kank1g.
3.Span to lnessared from=on d '... 10 Ismick or wall connediss,
4.Above F do not kKkAJO larglh of Ifte broos.Add hwlao"disamos kont tpight to coiler of broce to boon connection lo In above openo for bW
boom spons.
Spers may be Interpolated. OF
Table3.3.1-110 Allowable Edge Beam Spans-Hollow Extrusions Table 3.3.1-130 Allowable Edge Beam Spans-Hollow Extruslof0s Table 3.3.2-120 Allowable Edge Beam Spans-Snap Sections
Glass I Enclosed Rooms Glass I Enclosed Rooms Glass I Enclosed Rooms
For 3 second wind gust at Iii)MPH Velocity:using design load of 23 VSF(36#ISF for Max Cantilever) For 3 second wind gust at 130 MPH velocity;using design load of 3JINSF(50#ISF for MwL Cantilever) For 3 second wind gust at 120 MPH velocity;using design load of 27 JIMF(43 VSF for MwL Cantilever)
uminum Alloy 6063 T4 uminum AN"00 T4 uminum Aflay WO T4
2,xrxQ.DW rx2'xQ,D44- r x 2*x O.OS5* - r x 2"x 0.044"Snap Extrusion 2'x 3"x 0.04r Snap Exousion
Load Max.Span V I(banding V or on'd*) Load Max Spe V I(bondl g Wor on VI Load WaL S VI(bwWIng V or d ectlon'dj Load MMS V I(banding'a'or deflaEt�n�p = I MwLSpenVI(b*fW Wor deflection VI Load M 5 VI(be V or deflection'd)
Width(1L)I&2 Span 3 Span 4 Span M- V'qft(L)I S,2 S"nj 3SW 4SW Max W1ft(fLl I&2 Span 3 Span 4 Span M� I&2 SpOn 3 Span 4 Span Cantlie"r I OIL) M=_ M tfL) 3 Span 4 Ill.. 1,M-
Cantilever caffuhrw c"We"r �&2 Span 3SW 4 Span Cantilever antilever
4'.r b 4'-V b V-(r d
5 4-2' d 6-1" b W-1ir b V-1- d 5 r-W d &.W d S-C b V-- d 5 Vr d 4'.r b 4'_I b (Y-11' d 5 FIT Z_ 5 4�4* d SW 4 F-C b 1*-r d 5 6'-W d T-V b T-Ur b 1W d
a Y-II* d 4-r b 4'.5' b V-W d 9 4�_- d 5!.0' b W-Ur 0 V-1- d a T-6' b T-I I' b 3�9' b (Y-11* d I V-r b 4'-1* b V-1 V d 6 4.7 d V-I* b 4'-Il* b V-1' 4 6 5'4r d G-V b V.3* b IW d
T T-V d W-W b 4'.1* b W-11- d 7 7.11" d 4W b 4W b V-T d 7 7-7 b w.r b T-W b VAT d 7 y T T-110 b YAW b Or-I V d 7 3'-Il* d 4*-B* b W-r b I%T d 7 SW d s,-�r b Y-i(r b 11-41 d
a T-r d T-11* b YAW b V-11' d a T-T d 4-4' b 4-2' b (Y-1 V d a T-T b T-r b T-T b (Y-10' d a S:4� T4r b T-r b 17-10* d a Y-10" d 4'-5" b Ir-r b W-11" d 9 5'-V b S-r b V-r b V.4' d
9 YX b T-V b T-r b U-IT d 9 T-W d 4'-1' b W-11' b (7-11' d a 7-10' b Y.2* b 3'.1* b (Y-V d 9 T.17-"kp X-V b T46 b 01-111' d 9 T-8* d 4'-r b Y-1 V b V-1 I- d 9 4,_r b 5-4* b V-1' b V.T d
io 1 7-2' b V-r 1) T-r b 0`417' 4 10 3*.W b T-11* b 3,4r b (Y-1 V d io 7.8' b 2r.T b 7.11* b 17-V d 10 Y-4' b Y-2' b 7-10* d 10 Y4r b T-11' b _X-Ir b OP-1 I' d 1 10 1 rr b V-T b 4'.10* b V-W d
11 T-W b I Y�5' 1 AM d 11 3-4* b 3*-r b i T-r b (Y-10' d 11 r-r b v b (r-V d 11 72' b 3'-T b Cy-ir d 11 3W b b W-IV_d -ij b 4'-r b 4'-a, b V-2' d
b 3�
2. b
7g, 3r:Z
0'-10* d 12 b 3,.r b T-W b ap-i(r d 12 7-W 0'-V d 12 W b -11* b -W _r
12 Z-1 1 .8 12 b 1 7 V d 12 -5' -Z d
rf� - Y-W b Cr-W d 12 b W.r b 4' b I
3"x r x 0.045" J_x X,I 0.0741.-r-- 3'xrxO.045- 3-x 2"x 0.070' - x
Load Max Sps n'12 1(banding"Wor In Load Mamm 3 V/(bend] V 4owr do VI Load Max.a I'l(buxiing V or 'dj Load MWL -Ul Wordanectionin Load hftmiL Spa V I fbondf Wor dofiection VI
Mm
width(11.)1&2 Span 3 Span 48- 1� Width(N MCL Width(ft) 4 Span caff"iever Vadth(fL)I&2 Span 3 Span 4 SW
C.nW.. &2 Span 3 Span 43 1&2 Span 3 Span 4 Span .MaL Width M)I S,2 Sp& 3 SW M4UL
f attlevIr Candiftw
5 V-9* d 5*-10* d 9-10" b 1'-r d 5 SW d 6--r d 6-4r d V-4- d 5 4-3* d 5'-1* b W-1 1' b V-1* d T-10- d S-11- b V-3- d 5 r-r d 64r d 94r d V-11" d
9 4W d 64r d V.4' b V-r d 6 V-11' d V-4r d V-W d V-r d a V-1 1" d 4W b 4'.r b 1'4r d 4 44r V-r d W-F b V 2' d 9 4,Y -d W-2* d FW d V-1V d
7 4-3' d V-1' b V-I V b V-1- d 7 4%V d FAT d V-11' b V-T d T4r d 4W b V-r b (Y-11' d 7 4'-T 5'-Z' b 4'-11' b 11.1* d 7 T-If d 4'-11* of S-V d V-9* d
a 4'-W d W.9' b 4'.r b V-0- d 9 4'-W d s*-r d 6*-r b V.7 d 9 T-r d W-le b 74 1' b Cr-i V d 8 4-4- 4*-!(r b 44r b 1*-T d a 7.10' d W-r d 4'-ICr d 1'4r d
9 Y-1 I' d 4'-G* b 44* b 17-11* d 9 4W d 5'4* b V-2* b T.1' d 9 T-W b T-Ur b T-r b (Y-1 V d 0 T-11- dL r-r b V-V b IY-1 V d 9 Y4r d 4'-r 4 474r d V-r d
I I 1� 4.*,,2 b fy-11' d 10 4'-r d &-V b W-11' b V-1" d io T-T b 7.7' b 34r b (r-i(r d 10 Fr C.4' b 4'_� b 0'41' d io 3--r d 4W d V-r d v4r d
11 3`-W b 1 r,� b ir-I 1 d 11 4-4. d I 4'-I(r b I 4-4r b 1-4)- d 11 3'-1* b 3 T-4* b VAT d I I T4r 4*-1* b T-1i' b V-1 V d Y-5' d 4-r d 4-4' d 1W d
V-11- d 12 12 7-11* 3*-r b (r_ix d 12 T-r 41* b Y-10' b 7-11 CO D
12 T-r b 1 W-1 I' b I 3`4r b :!:I V�d�44r b 1*4r d b N W-V d 4'-T d 41i' d 1;: d
2-x 3-x 0.045- Z-x 4-x 0.050- Z-x 3-x 0 r x 4*x 0.05(r Cr) Now: z
Load M=S VI(bandingWor Nn Load Maxx Spa V I(bandliq 1'a'or Load M(�WL 6 U I Mben4d!no V or M V I(bending Wor 1.Above do not bdud*length of knee Wace.Add horkontel distance Own uW#A to canter of to basm U)
Width"L)I&2 Span 3 SW 4 Span __� Vndth(11.) rdn~ Width(fL) M�S Width OL)I&2 Spsip 3 Span 4 Spen M- cowacdon to ft above Wens far bW boom Ww& W < W
Contsevor i L28W 3 Span 4 Span C.M'x' i&2 Span 3 SW 4 span cant"eve caryffievor 2.Sparm maybe loarpolated. 2 0
5 V-Ur d 6'-Ilr b V-r b V4r d S -r-r--d- V-r _b AW b 1�11' d 5 F-T b W-r b F-r b IW d 5 s-.r r-W b r-2' b V-11" d :5 z 0
6 &4r d 6-3' b W-T W 1W d o r-I' b r-11- b T-r b I�W d 5 4-r b Sr b W-I' b V-T d a 61-W V4r b W-W b V-84 d Q) Z
7 V-2' b V-9" b -F-r-b V-4- d 7 W-r b r-4* b r-I* b J`4r d 7 4-4' b 4'41' b V-V b V-2' d .7 F-T b f4r b T-r d Table 3.3.2-130 Allowable Edge Beam Spans-Snap Sections (1)
-FIT-b -i-V) 0
W-r b' 1*-3* d a F-2' b V-11' b _F b 4'-S* b V-- d LLJ z P
W.I(r b V-5' b F"b 4r d
a 7-8 a 4*-1' b 4*-r a S-W _8* b Glass I Enclosed Rome W
-- -__L _j
9 4�r b 64' b W-11' b d 9 F-10" b V-6' b 6*-r b V-r d 9 T-10. b 4-4' b 4-T b V-I' d 9 V-W b, 14- b PI For 3 second wind gust at 130 MPH velockr,using design load of 32 IWSF(50#ISF for Max Cantilever) z o 0 - - M
W b W-1 0' b 4-r b �'-rd 10 F-V b. V-2- b 6-11' b. V -d . 10 1 34r b V-1' b Y-1 I' b V_1' d 10 -4�� S�W b W-I' b V.5" d AJLnWnum SM T-9 - D a
T-11' -7.-1(rb V-4* d r x 2'x 0.044' P Extmslon x x nan $_ iW UJ -
._Z. d 1-3- b �-11 1, VI 11 d 1 -4-41' b > v) _1 Iii
b L,1_� VI(b Wor def V I(banding V or do -en
"." b
T-W b r-r b 5W b 1 1- - 1 11 1 11. Load MaL Spa 1:1(banding V or do n D CV)
4*�� b 4�':I V-1 d 11 V-11" d 12 1 4'.3- tp I C-r b Load Whom Spa -ndi lectJon�n Load
12 1 T-11- i:fl r
Notes: Max. W
Notes: Width(yLi i&2 Spenj 3 Sp. 4 5W "Win I&2 Span 3 Spa. 4 Span 1 D 0 z
I.Above spens do not Incktda length of knes braos.Add hh.W deft.kom upight to conhe cf Waco Io beam 1.Above spare do rot inckide WrQth of knee tx Add horbwntW diaisnos ftm up�rlglt I*career of brace to bow Cant4cm cantliew < C,4
0mviection to the above spans for botal beam epww connection to the above spars for ktaf beam Vans a 4'�r d 1 S`-V b W-11' b 1 1*4' d 6 F-r d V-W b SW b I 1W d
2-Sp-maybe Interpolated. 2-Spam may be Interpolated. a T.1i' 41 1 4%r b W-V b V-W d- - 6 5'-4*- b- U-11- h W-Ir b 1 1-4- d
7 34r d WW b W-T b W-11' d 7 4'41" b V-W b 9-C b IW d L),to o
0 T-r d 4*-W b 3*4 V b W-11' d I 4.r b T_T b W-11' b T-7 d < _1 < W
Table 3.3.1-120 Allowable Edge Bmn Spans-Hollow Extruslons Table3.3.2-110 Allowable Edge Beam Spans-Snap Sections 9 T-W b Y-10' b 3'-V b 0'11' d. 9 4'4* b 4�10* b 4'4r b T-7 d -_ LL U)
Glass I Enclosed Rimmm Glass I Enclosed Rooms 10 Y-T b T-r b 34r b V-I(r d 1 10 F4.3; V.r b V-W It V-T d z
For 3 second wind gust at I 10 MPH v*Wckr for MwL Cantlle"f) W
For 3 second wind gust at 120 MPH v*locftr,using design load of 27#ISF(43 NSF for Max.Cantlieved using design load of Z*WSF(36#ISF I 1 3*.1* b T-Y b T-4' b W40' d I I b 1 4W b 4*,T b MV-I' d
W!
uminum Alloy SM T-6 Aluminum Sm T-6 12 2'-11" b T-T b W-2' b 7-IT d 12 T-V b I WT b V-1- b T-I- d CD
2,xrxO.GW r x 2'x O.OW* x MVWD x x on W z CN4
Load Max Spa V I(bending'In'or VI Load Us=5 V I Mondin;V or W) Load Max.a V I Mandfthm V or 'cr) Load MIAL S - IU I(banding V or -cn Load MOM V I V or deflection VI' U),
Max S
Width(fLI____ - MaL 33M 4 Span Ma3L Wkith(fL) D
Width(1W I&2 3 3 Span 4ften Wdin("4 1&2 Spaj 3 Span 1 4 Span I.2 Sp.4 .Span 1 4 Span Width VL)I At 2 SpIO Can"Ievor I&2 Span 3 Span 4 Span
Cantilever c4mulaver cantomw
5 W-11' d -C-S' b W4r b 1'.(r d 0 V-2' d I F-l' b I.W-11' b V-I* d S 4�-r d W-Ur d VAIr b VQ- d 5 jr-C C r4r b r-f b 1*-r d ___5_ -r-2* b F-T d F-C d V-Itr d <
a 34r d W-r b V-I* b W-11" d 6 T-11" d V-r b 44r b T-W d a 4%V d V4r d WW b V-r d a
0i. fir b r-V b V-6- d a T-11' d W-11" d 5�W d V-r d
7 3`4r tL T-I r b W-1ir b 0-41- d 7 d 4W b W-7 b 0`41' d 7 C-7 d TW b W-11" b I'A' d 7 F.W Cp� SW b W-r b V-r d 7 Y-V d 4W d V4r d 1W d
a Tr tL 3-41" b T�r b 0'-I(r d I T-r d 44r b Y-I V b 0.11' d 8 44r d 4W b X-r b 1*-(r d 8 W-V b 5'-Il* b IW d 0 Y-r d W-V d 4,-r d i,-r d
9 T-I' b 3`4r b I W-C b o,-icr d 9 " b T-r b 3W b (Y-icr 4 9 T-Ur d 4%r b V-r b r-11' d 9 51-r Vr b 7-4--d- 9 Y-r d 4W d r-r d IW d
10 Z-1 V b 7-3' b 3-r b ir-icr d 10 T-r b S-r b Y-W b 9-1(r d 10 X4F d _V_wr__b 4%V b (Y-11' d 10 V-10" S-S' b W-r b 1W d III -C d 44- d 4-r d V-W 1
11 7-10' b T2* b W-W b q-r d I 1 74' b TV b 3W b V.I(r d 11 Zi�I d C4
X-r d 4.1- b 1 3-11- b I V-11- d 11 4
_PL b.1 TE b V-3' d
'.r 4,4r d 4W d V-S'
V-r d 3,_W b
12 74r lo. bi I:r
12 7-11' b W-r b T-7 b 17-Ur d -I d I d V-4' d ffL
12
b x4r b 1 7-11- b 12 TO b, (Y-11- d 2 4-5�- 1 1 12 1 T-r Y-1
rxrxo 3'xrx YfF x4 x O.o45-s. maim,
Load MOL V I(bariding V or Load .MaL V I(bwW[ql V or III Load Max 6 1 Wor W1 1.Above spans do not Inctiais langth or bm bum Add ddwm ken Wright to carow of ID
Wift(Rj Wkith(IL)I S.2 Sp.4 3 Span AWL Max oxv octla to to above spans for loW opens. Q t:
1&23w 3 Span 4 span ca 19"M _4 Span width(fL)I A,2 Spani 3 Spen 4 Span Of"lliftw 2.Spam may be inipMolead. 0
4�4r d V4r d SW b V-2- d 6 9-T d F-T d - 5 r-11* d w.ur d V-11' d r4r d
5 Ii7 d P11"dE
9 V_r d F-I" b W-11" b v-i, d a V-V d Fix d = V-T d 6 4�r d V-r d 5'-r d V-11" d < t-
7 W-1 V d W-Ir b 71 t 1-41' d 7 V4r d F-r d SW b V-r d 7 W
W-r d W-T d WW d V-117' d
a 3'-IW d 4:r b W-11' d a 4W d " b &-V b IA' d a 4-V d 4-41' d F-im d 1'4r d
9 T-Ir 4',.T b W4r b (Y-11' d 9 V-2' d W-11" b 4W b V.1" d 9 T-11* d Wr d W-W d V-W d D
Oz
V; b
b
S'. bE
is 1 31-V b- It' b Y-10" b 0`41' d Is T-11* d 4W b 4*4r b V.0' d 3W d 4W d 44r d V-r d
d r,6' d
d
d
d
Md 4D
11 74' b 7-r b 74r b IYI(r d II I TAW d 4%V b 1 4W b 7-11* d 1,21 7-a' d 4'4r d 4�-r d V-r d cc I.L U.
12 X-r b T-r b V4r b IYAW d 12 1 T-r d 4*-r b 1 4-2* b (r-iv d 1 12 1 T4r d 4W d VO d 0 Lu
rxrxO.04r Z_a 4-z 0.050- Nabs: C: -x
Load M=L-3 VI(be V or �n Load Mat.3 V I(benifft V or �011 1.Above spars do not indtide length of knes brace.Add hubwntW ftm up?�Vtt lot cw*m of brace to bum Q) 0
I a 2 Sima 3 Span 4 span MaL WW1h fL)1&2 Spe� 3 ftm 4 Span M- oxwoction to One above spent for WW bown spena. Z M
cwds~ Cardliwaw 2.Sp-maybe Interpolated. C;
T-r d VT b V-I' b V4r d 5 r-r b Ir-O' b r4r b V-10' d
a W-r b S-Ir b W-r b V 4- d I W-r b r4' b r.1' b I-V d
7 4W b F-V b W-r : V-r d 7 V-I* b F-r b V-7' b 1W d
a W-W b: 41 V-r d a 54r b 6W b F-r b V-r d
a 4-r b b 4-4r b 1--r d 9 F4� b 9-11' b W-V b I-r d
-r b 1 4-4- b V-1- d 10 T-I* b W-W b V-W b 1'4' d
10 3'11* b�: �W-,
I I i NO' V-1' d 11 _,VIIr b S',-r b 1 V-3' b I Tr d I
12 1 3'4r b 4'-1' b 1 7-11' b I I'-I* d 1 12 1 4,:F b 5 72'_b T
Not":
1.Abo"sPonedonatinCkxIslervIltoflin"brace.Add d,bracelDbeem
connection Io Un above spans for lots beem spam
2.Spone may be Infemointed.
A�
5 2003
9
Table 3.3.6 Allowable Upright Heighils,Chair Rall Span*or Homer Spans
For Glen Roonts I Enclosed Suiuctures
Murninum Amoy am T4
For 3 second wind qu atlj0M V*1 'Usl des
Trftwtlwy LOW Met W-Pudin Specing
4*-r I V--T—V-V- I jr-r 1 6.4-
ANOwoble HeW W I baw"V w dencs.d*
2"x 2'x O.OW V-10' dt fir d ir-2- V-1 1 d T4r S-F-bi_T-2' bi V-0-b-F-4'-I(r bi 4'.r b
2-x 2-x Q.Q5r 140HOW- rr d V-10' d lr.r d 1.4- d W-11 d 6-11'dl 5'-V bi F-W bi-F-T bi V-1- b
3'x2"x0.045* NOHOW 'r-®r 7W d 7" -d 61-W d—V4' dl lr-2* di 5'-Il* di-F-V bi V.7- -b
I'
3'x2'xO.GTV Hollow rfr-IrE d 9-7 d r-I 1. 71-C d 'r-l"di 'r-I V di 64r di V.r di Vr d
Fx 3-—xOA4r Hollow 17-r d V-11 lr- -1. b r4r b r.4* bl r-(r bi F-r bl-r-ir bi V-r -bi
17-r d 1114r b 11- b 91-10, b ly-51 bi V-11- V4r b V41i b V-T bi
17*4' d IV-C d Mr W-0' d 14-47 b 13'-7' b 1 17 bf 12--l-bV-1-V-W--bl
W-11*d IW-1- d Ilr-r 1-rT b IGW b T-F7 1 11 1 bi 13--li-bf V b
2"x.-xO.044' BOW . r4Wr d r-4' C W.1 - V-V d V4r d V-r V-V b 6-71
F—xrx0.04S- 10'-4* d V-110' d Or-5- W-I* d 0'-V b
r4r bi r4' 'r-l' b
0 IZ-V d 11'.11- ilr4r IS IV-z- b W-V bi V-11" b V4r b
For 3 second wind ust 11,11,11 11111111
9 wel''21 r u 9 ftsign load of 22 w5p
T LLOnd W-1
b S- b
d V-I* d F
b r-
-F3
I r-r
2"xrxC.044* NOR"-- d ir-l' d 5 4P 'N'lbwWkv W or d9fttim'd-
2"X r x 0.0ar HODM- V4r d V4r d wz- V- -7 4'-11'b 14V-ar bf r-r bi 4W bf 4'-X b
4r b 5-4- b T-2- bi V-11- 4W bl 4i-r b
VxryO-04r Hollow 'r-r d -y d V-r d F-11^ 5
F4r bi V-T bi V-r bi T-1, b
3'xrxo.Cyr Hollow lr-l' d r-r d r-F d
.. .- ldtf-V 41 V-r di V-l' dl 5'-Il* d
2"xrxc.ow NOHOW V-1 I-d V-V b V-11' b V-r 1 V4' bi Ir-11 bf V-1 I' bf F-r bi
x 0.05V -- ------
-F-X4- l'-V b im4r b b ir t V-11" bi r-I(r bf r-r bT rr h]
rxrxo&w SALB. 18--1- d 15--r d -6 b
11-1 b b lz4* t 11'4r b ll-4* b I(r-ll"b 10'-r b
l8'-ID-d Ir-I lvr 15i-r b IW-11"b W lT4r b 13'-I'-b 17-8" M 12'
$non M Ir-r d V-r d CA" d V-1
--fr b F-F b F-2-
Fx--3- 0.
r x r x 0.044" r-r d I < U,
_0
045" 3rmp V4r d d lr-1Hr b " b r-i(r b — I b
Z"x V x 0.0"' 5 -7-7 b V-1 I- b V-r b V-,5"
r I' b
19-r b la-r b ir-r b V 2- -17-b V-2" b r-l(r z 0
!For 3 second wind gusi at no mpli Using M"n load or AS V3F I db Z
7192MARry Load VFAth W.P�rljn apadng CO 0
'V-r 1r41 I 'r-V I Uj Z LLI
2"x2'x0.0,"" NOHOW ANOWable Hsi 'H I conama-Ir or oefteflon'Cr
I*
V-I' d V4r b 5*-l' b 4'.I(r bl 4.7- t f-f bf 4*-Z' bi 4'-l" bi 3'.11- b
rx2"xO.055' NOHOW lr-V d .1 --
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rxrxC.04V b Six t 4,.l 4' bl 4.4- b LLl - Iii-
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4'4r 4"4"
4,-
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3"x 2"x 0.07r Tr*� r4r d 1 4*-11*bl 4-W b 0 M
r-r d 7"-l' d V-10'd C-71 d V-4" c lr-- di V4r-d
" ' SAT bf &-8- b
r x 3'x:74.04&-NOHOW F-W b 'r-i(r b r.V CAI' b V-6" b Vr h 5._,r D z
rx4'xD Sr -S-11- bi V4r b V-T bf V-4- bi li- < C14
.05r Hollow 194r b 9-11' b jr4l r-I(r b V-4' b r-11
r x Pis—0.0w SALS7 bf r-V r-l* b V-1 b 0
I d W-4Vr b I
— - 174r b 17-l' b ll-7'b 111.1" b ICr4r b 10*-r b r_I m 15
2-x 6'x 8.0Mr SALB. IWO d IV-V b ir4r I _' b I
2
rxrxo.ow —Sn 14-41' b V- TrRawr- IZ4* 0 0 W
ap V-111 1 VAT b I l-W b
V r d " .:I. I
Vr2'x3'x0JKr armp ir4' d fr- b Vr V d 5-r b 5-r b-51-T_bf V-1- b 4-1(or, 4-4r S - m _5 < LLJ
b
b 'r-W b ro* b V-4Vr bf "r 151) U-
r V-T b v.(r b
r
ICY-I* b r4r h lr-3 r-V b
L Q
1.Above do not kckWO%f1P Of WWs Ulm Add I dMIUMN IMM MV4 W a r4w of brace to be=connacgon to ffm 0
4bom xPerm for lotal been spom
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F:
General Notes and Specifications:
1- The following alladvnwft ars designed to be manied to block and woocl frarne structures of INDUSTRY STAt2&RD ROOF PANELS
adequate StUdisall Capacity-The contractor/home Owner ShM Verify that the host StUft"is in EXISTING TRUSS OR RAFTER
good cOroffm Wd Of sufficient striangth to hold the proposed addition. 6-X T X 6-0.024-MIN.BREAK
2. If theria Is a questican about the hoe structure,the owner(at his own expense)shall hire an uj FORMED FLASHING
architect engh"K.or a Cartified home inspection company to verity host structure capacdy.
> PAN ROOF PANEL
3- Roll fbrT-d rodpansis(Pam)are designed for uniform bads and can ricit be walked an unless
plywood is laid scross the rIb&Pent have been tested and perform better In wind uplift loach;than
teria. (2)#10 x 1-10 S.M.S.OR -----"k
dead load+On iDeds.Spans for pans are based on deflection of 1.180 lia,high wind zone cri izoo-
C
- :,v
4. Composite panals can be loaded as walk on or uniform loads;and how,whim tested performed 12'VADE XVARInIl-q MEIGHT RISER R00F PA EL WOOD SCREW PER RAFTER U
Z
well in either leaL The cornposits panel tables are based an bandIrV pri4iortles;determined at a SCALE: r OR TRUSS TAIL Lu
deflection braft of U180.
S. The followhig rules;apply to attachments Involving mobile and manufactui
-ed homes: ALTERNATE:
#10 x:314*S.M.S.OR WOOD
B. Structures to be placed"POOrt 10 8 m0bile I manufactured horns bull prior to 1994 use SCREW SPACED C 1r O.C.
'fourth wait cautruc6cin"or shall provicle detailed plane of the mobile j manufactured home
along with addition plans for a"specific review and seal by am enghaer.This applies to all EXISTING FAS
saw/glass worns,and/or other structures to be attached. CIA
b. For nwbPA I vienufactured homes built after 1994,structures may be littached provided the 12-0(r
Proled follows Ilim Plan for attachment of thiii manual.The contractor/home owner shall
provide veriscidion ofthe structural$Y311101 used to build the host structure. 12-VVIDE X 3'RISER 14TERLOCKING ROOF PANEL POST AND BEAM(PER
6. The shapes and capaddea of pan$a!ad compoetle panels am tam Industry Stand shal SCXLE: r-1-0` TABLES)
ard' pes,
except for armublChAr"proprietary shapes.Unless go nunufacbm of he product Is known. -i
use the 1ndustry Staradard'Tables for allowable spam <
7. When converting a screen room to a glass room or a carport to a garagis.the root must be
checked and relinkarced for the enclosed building requirements. T ALTERNATE MOBILE HOME FLASHING W
S. When using TEX screws In Pau of s.M.S.longer screws must be used tD compensate for drill 12.00" FOR FOURTH WALL CONSTRUCTION 0
head. PAN ROOF PANELS Z 0
9. For high velocity hurricane zones the minimum live load/applied bad shall be 30 PSF. CLEATEO-TOOF-PANEL SCALE-- 7-1-T (D 0 Z V)
0
10.Interior wags&ceilings Of COrnPosite panels may have 1/2"sheet rock added by securing to SELECT PANEL DEPTH FROM SCA&E: 2 -I-(r ALUMINUM SKIN INSTALLATION NOTES* Z R
F-0
.C.each way. RE A. PLACE(2)BEADS OF CAULKING ON BACK SIDE OF HEADER BEFORE INSTALLING. "5 0 0 -j Lu W
s'host rock wl I'lline thread sheet rock acre"at 160 TABLES E.P.S.CO :Z 0 a
11.AN fascia gutter and caps shall he"water relief ports. J,. ...... ........ W
.......... ..........
B. SLIDE Vt TAB AT TOP OF HEADER UNDER DRIP EDGE. DONOTPUSHDRIP EDGE UP.
IZ Spans may be Irderpolated between vakies but not extrapolated outside v1dues. uj ECTIONS VARY DRIP EDGE MUST MAJNTAJN SAME PLANE AS SLOPE OF ROOF. W W
Z .................. ....... ........ SIDE CONN
W po NOT AFFECT SPANS)
C-4 Z
13.Design Check List and Inspection Guldes for Solid Rod Panel Systems aria Included in Ispection
action 1.- EE C. FASTEN HEADER TO FASCIA BOARD WITH#jo x I'SCREWS Q 6'O.C.STAGGERED
guideli for secd=Z 3.4&5. Use section 2 kispection guide fbirsdid rocifin S :5 0 1: 0
t - TOP AND BOTTOM(SEE DETAIL ABOVE) a :) Fr 0
Section 7 Deslan Statement: --As.00" 0 W- 0 it 0
1 2 -1 W
COMPOSITE ROOF PAINEL[INDUSTRY STANDARD] D. PLACE PAN ROOF PANEL INTO HEADER AND ATTACH TO JITH WALL POST AND BEAM , CO LL
The rod sysbass clesligned for section 7 am Main Wind Force Pesbating Systems aind Conponents and SYSTEM ONLY. DO NOT ATTACH TO HEADER. HEADER IS USED AS FLASHING ONLY.
C4addkV.In Omflarmaince with the 2001 Florida Building code such systmiris must be designed using SCAL44: r
loads tor cor"l-wk&cladding.Thus,Section 7 uses several different cabaprias of these loacb,as Z 0
described bebw-AS Pnmures shown in the bible below am In PSF WSFI. 041
I- Fr-ftndhV Stn�with MOnO-410PW Rooft with a minimurn ive load of 10 PSF.The PAN ROOF liNEU2MI413 DETAILS COMPOSITE ROOF ANCHORING DETAILS D
d-W-W 10111111lu-if am lnimASCE 7-88 Section 6.6,Analytical prcicsdurs.The load,assume a
mean 1`001`1119111111teflese;disin 30�rod slope do*to I(r;I=0.77. ALTERNATE CONNECTION:
2- Attached C�surth as carports,patio covers,gabled caporbi.and saven Morris with a (3)98 SCREWS PER PAN WITH SEALANT
I*MINIMUM EMBEDMENT INTO #8 x 10 S.M.S.SPACED
mirknurn Ilve kand of 10 PSF.The design wind loads;used am from ASCE-f.98 Section S.S.AnatylIcli FASCIA THROUGH PAN BOXED WADER(SEE NOTE MOW) EXISTING TRUSS OR RAFTER 0 S'O.C.BOTH SIDES
PrOcedurS.RcddWe do*to 2r 0.77. END #10 x I-11r S.M.S.OR WOOD Uj
WOOD SCREW(2)PER RAFTER
3- a'-R—dmtn bada-8 minimum live IQ8dd20 PSFandw1rd bads arefromASCE 7-98 EXISTING TRUSS OR RAFTER OR TRUSS TAIL U)
Section 6-5.AnshIlical PFOOKILIna arid the 2001 Florida 8
uilding Code.The bads assume a mean roof
h8light Of I-thda W�wof allope of 20'to 30-(+j-I 0-Y 1-0.77. 010 X I-11r S.M.S.(2)PER LU #10X 3A4'SJA-S.OR WOOD 0
RAFTER OR TRUSS TAIL ROOF PANEL SCREW SPACED C 12-D.C. ROOF PANEL
a- Endo"d*udursdsymw--onegamkftmajprwwmeoeffiderdar+/-o.i& #10 x 3/4'SJAZ 0 IT O.C.
b-Partlift E-1-w dructunii systems LW9 a nq int W pressure coa of+/ #8 X 1/7 S.M.S.(3)PER PAN EXISTING FASCIA <-
_0.56. 0 a
gam an fficlent E)(ISTING FASCIA (BOTTOM)AND(1)a RISER ROOF PANEL TO FASCIA DETAIL E.
4. Oved"ing's minimum IN load of 20 PSF and wind 108di;am frocri ASCE 7-98 Section 6.6, (TOP) SCALE.Z 1'4r W 06S
Analytical Pro-&-for C-VOwts&Cladding for Enclosed or Partially Enclosed Structural Sydww ROOF PANEL FASCIA DETAIL ExisTING HOST STRUCTURE Q
The 1011(111-8 maian rodheight oflese;Man M f0d8lope d2W to�W- SCAL& WOOD FRAME,MASONRY OR a) ,,
JL OTHER CONSTRUCTION #6 x IrZ S.M.S.SPACED 0 P5 ul
r D.C.BOTH Sims 6-
SEALANT FOR MASONRY U r (D
HEAD6R(SEE NOTE BELOW) S ...... § 'Z -
FOR MASONRY USE IA'x 1-19'MASORRY . ........ C;
MASONRY
1/4'x 1-19" ANCHOR OR EQUAL a 24-D.C.
ANCHOR OR EQUAL Q 24-O.C. FOR WOOD USE#10x 1-V7 cc
FOR WOOD USE#10 x I-Itr SAZ OR WOOD SCREWS a -7
ROOF PANEL,,
S.M.&OR WOOD SCREWS Q 121 O.0
O.C.
ROOF PANEL
EXISTING HOST STRUCTURF-
WOOD FRAME,MASONRY OR #8 x 117 S.M.S.(3)PER PAN
OTHER CONSTRUCTION ROOF PANEL TO WALL DETAIL
(BOTTOM)AND(1)C RISER
crop) SCALE, 2"-I'-(r
SUB+iS--'
ROOF PANE 'IR0 WALL DETAIL 140TES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE
FRAMING WHERE POSSIBLE ONLY.15%OF SCREWS CAN BE OUTSIDE TH5ZFQ
SCALE-: 1'4r _ �S
BUTTS. SUB-FASCIA AND THOSE AREAS SHALL HAVE DoLM3LE ANCHORS.AL$aREV�,e:,
INTO THE HOST STRUCTURE SHALL HAVE MINIMUM I-IM"WASHERS OR SH-4L IM ':A'77�
NOTES: ROOF PANELS SHALL BE ATTACHED To T�km HEADER WITH(3)EACH#e x 1/2'LONG WASHER HEADED SCREWs.
CORROSION RESISTAN7 SHEET METAL S6REWS WITH 1r2WASHERS. ALL SCREW HEADS HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PANS DEPTH-r. 03
SHALL BE CAULKED OR SHALL HAVE NEO#'RENE GASKET BETWEEN THE WASHER AND THE
PAN. PAN RIBS SHALL RECEIVE(1)EACHOS X 117 SCREW EACH.THE PANS MAY BE THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PA9&-
ANCHORED THROUGH BOXED PAN NTH(P)EACH#8 x V OF THE ABOVE SCREW TYPES AND WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST MUCTURE WITH 'f 0
THE ABOVE SPECIFIED RIZER SCREW.#83>x 9/116"TEK SCREWS ARE ALLOWED AS A ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO.THE ANCHORS DETAILED
SUBSTITILITE FOR#8 x lr2*SAILS. A13OVE ARE BASED ON A LOAD FROM 120 M.P.H.FOR SBC SECTION 1606 FOR A
MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE 0,IF
ALTERNATE 3/4'0 HOLE
GUTTER PAN ROOF
PAN ROOF RIDGE CAP SEALANT
PAN HEADER(BREAK-
FORMED OR EXT.)
#8 x 9/16'TEK SCREWS @ HEADERS AND PANELS ON
PAN RIBS EACH SIDE BOTH SIDES OF BEAM FOR #8 x 1/2"CORROSION
GABLED APPLICATION RESISTIVE WASHER HEADED
CAULK ALL EXPOSED SCREW
HEADS&WASHERS 0.024'ALUMINUM COVER PAN SCREWS @ 24-O.C.
OR CONTINUOUS ALUMINUM ALTERNATE#8 x l/r S.MS.
#8 x 112*S.M.S.(3)PER PAN SHEET
AND(1)AT PAN RISER W/11r 0 WASHER.
ALTERNATE CONNECTION: PAN OR COMPOSITE ROOF
#8 x 1-1/4'SCREWS(3)PER PANEL
PAN INTO BEAM THROUGH
...........................................................
BOXED END OF PAN AND #8 x 1/2"S.M.S.(3)PER PAN
3V x 3-IrZ LOUVER VENTS HEADER 6-4-r- ALONG PAN BOTTOM
OR 314-0 WATER RELIEF
HOLES REQUIRED FOR 2-IrZ ROOF PAMEL TO BEAM DETAIL
FASCIA COVERS PAN&SEAM &3*RISER PANS SC�ALE: 2"-1'4r —W
OF PAN&ROOF WHEN FASTENING PANELS FOR PAN ROOFS. -j
OR PANS TO WOOD PLATES (3)EACH#8 x IM LONG S.M.S. TYPICAL INSULATED PANEL
NOTE: .... .........
SCREWS SMALL HAVE A .......... ...... 1'4r
.. .... PERlTPANELW13/4* SCALE: 2' z
GLITTERS FOR 2-12"AND LARGER PANS SHALL HAVE A 314"0 HOLE OR A 3V xV LOUVER C MINIMUM EMBEDMENT OF l' ... ...... ...........
(n w
12'FROM EACH END AND 41r D.C.BELOW THE PAN RISE BREAK TO PREVENT WATER ALUMINUM PAN WASHER CD
............. .. .....................
BUILID-UP ON THE ROOF.THIS WATER RELIEF SYSTEM IS RECOMMENDED FOR PANS CAULK ALL EXPOSED SCREW ... ....... NOTES: 1.INSTALL RIGID FOAM INSULATION INTO ALUMINUM ROOF PAN.
SMALLER THAN 2-1)7 ALSO HEADS&WASHERS 2.COVER INSULATION WITH 0.024'PROTECTOR PANEL WITH OVERLAPPING SEAMS. z 0
PAN FASCIA&GUTTER END CAP WATER RELIEF DETA6JL FOR COMPOSITE ROOFS: ROOF PANEL 3.INSULATION PANEL SHALL BE CLOSED WITH ALUMINUM END CAP TO SECURE 0 L) z cl)
U) a5 0 0 -j
SCALE:2"=1*-Cr #lox 0+lr2r)S.M.S.W/ (PER TABLES SECTION 7) PLACEMENT AND TO DISCOURAGE THE NESTING,,OF WILDLIFE AND OR INSECTS. 2 w zp -
z 0 0 - -
1-1/4'0 FENDER WASHERS 4.PROTECTOR PANEL WILL BE SECURED BY#8 x Sr CORROSION RESISTIVE.WASHER 0 a a
@ IT O.C.(LENGTH- SUPPORTING BEAM HEADED SCREWS. > 0) -j UJI LU
FLASHING 0.024"OR 26 GA. w LU - 0
PANEL THICKNESS+1") (PER TABLES) 0 cr)
GALV. 5.SCREW PATTERN WILL BE 12'ON ALL PERIMETERS AND 24"D.C.FIELD ON EACH m C) f-
0 ROOF BEARING ELEMENT PANEL: D 0 z
0
(SHOWN)AND 24'D.C. 6.ALUMINUM END CAP WILL BE ATTACHED WITH(3)#8 x i/r CORROSION RESISTIVE -1 < C4
NON-BEARING ELEMENT(SIDE WASHER HEADED SCREWS. >- 0 d 1: 0
WALLS) 6"�-4 NOTE:FOR PANEL SPANS W/D.02C ALUMINUM PROTECTIVE COVER MULTIPLY (K D Fr 0 �-
Q 0 0: 0 0: 0
SPANS IN SECTION 5 OR 7 BY 128 FOR H-28 METAL&120 FOR H-14 OR H-25 METAL. < _j < W
ly) LL CO
Z'x 7 x O.W x BEAM DEPTH+ ROOF PANEL TO MEAM FASTENING DETAIL 2 T-
4"ATTACH ANGLE W TO SC,*LE: 7 1,4r w :j 0
FASCIA W/2-31r LAG ILL! z 0
SCREWS 0 EACH ANGLE
MIN.2"x 7 x OMT S.M.B.(4) cn
#10 S.M.S.@EACH ANGLE — 0.024"x 12"ALUMINUM BRK #10 X r S.M.S.W/19 X 1-10
EACH SIDE MTL RIDGE CAP B.S.NEOPRENE WASHER 0 COVERED AREA 00
00
a,O.C.
00
... .. .. 00
TAB AREA 0000
......... SEALANT
VARIABLE HEIGHT RIDGE .......... 00
31T TO 117 ADHESIVE BEAD
I-A B BEAM EXTRUSION 00
#8 x 9/1 B"TEK SCREW @ r FOR A l'WIDE ADHESIVE 00 w
0.r- STRIP UNIDER SHINGLE cm
A-WIDTH REQ.FOR GUTTER iL !� &
8-OVERHANG DIMENSION SUBSEQUENT ROWS
BEAM TO WALL CONNECTION' ROOF PANEL 00 STARTER ROW
(2)2X r X 0.060'EXTERNALLY MOUNTED ANGLES ATTACHED TO WOOD WALL W/MIN.(2)3fir x 2'
LAG SCREWS PER SIDE OR(2)1/4'x 2-1W CONCRETE ANCHORS 1-0 CONCRETE OR MASONRY Zo
COMPOSITE PANEL W/ �:
F� cv
WALL ADD(1)ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPni LARGER THAN 3- EXTRUDED OR BREAK
CD <
(ALTERNATE)(1)1-3W X 1-3M'x 1,V4*x 1/8"INTERNAL U.Cup ATT)XHED To WOOD WALL W mipc(3) (3)1/4-0 THRU43OLTS VYP.) FORMED CAP SEALED IN o
PLACE W1 ADHESIVE OR
3W x2"LAG SCREWS PER SIDE OR(3)IW x2-114"coNcRETE Am>IoRsTo CONCRETE OR Iff x 3"x 3"POST OR SIMILAR T,14-A
MASONRY WALL Am(1)ANCHOR PER SIDE FOR EACH INCH OF BIEAM DEPTH LARGER THAN r #8 xg/16"TEK SCREW Q tr SCREWS w 0 z
a 0
D.C.BOTH SIDES SEALANT BEADS
0 uj
CANTILEVERED BEAM CONNEc*nON TO FASCIA DETAIL III
SCAM, 2' l'-T PANEL ROOF TO R1Q29-8—EA--Mj2_POSTDETAIL PROFAB COMPOSME ROOF PANEL WTrH SHINGLE FINISH DETAIL
SC,061-E r-11-cr SCALE., 2*-1'4r
0.0W X Ir ALUMINUM BRK #10 X 4S.M.S.W/114 x I-l1r ATTACH SHINGLES TO COMPOSITE ROOF PANELS WTTH INDUSTRIAL ADHESIVE*. CO
MTL RIDGE CAP APPLY ADHESIVE INA CONTWUOUS BEAD 318*TO 11T DIAMETER SO THAT THERE IS A l'WIQE
NEOPRENE WASHER @ Ir D.C. STRIP OF ADHESIVE WHEN THE SHINGLE IS PUT IN PLACE.
SEALANT
VARIABLE HEIGHT RIDGE ........ ....
BEAM EXTRUSION ... FOR AREAS UP TO 120 M.PA WIND ZONE.
........ .. ... ............ SHINGLEt
ID 1)STARTER ROWS OF SHINGLES SHALL HAVE ONE STRIP OF ADHESIVE UNDERIte
......... ....
#6 x 9/16"TEK SCREW r AT MID COVERED AREA AND ONE UNDER THE SHINGLE AT MID TAB AREA. S7r4A#Mp-'
O.C, SHINGLE ROW INSTALLED WITH THE TA13S FACING IN THE UPWARD DIRkTKJN OF TNE
ROOF SLOPE. 7
ROOF PANEL 2)SUBSEQUENT ROWS OF SHINGLES INSTALLED WITH THE TABS FACING ik V#-DCWft?WARD-,
DIRECTION OF THE ROOF SLOPE WITH ONE STRIP OF ADHESIVE UNDEFRHE SH0,14iE AT
RECEIVING CHANNEL OVER Tx6'MB.W1(4)#l0 MID COVERED AREA.
BEAM ANGLE PROVIDE oosr S.M.S.0 EACH ANGLE 2'x—SELF MATING BEAM FOR AREAS ABOVE 120 M.P.H.WIND ZONE: L
SPACER 0 RECEIVING EACH SIDE 1)STARTER ROWS OF SHINGLES SMALL HAVE TWO STRIPS OF ADHESIVE UNOERT'H
CHANNEL ANCHOR POINTS(2) Iff WELDED PLATE SADDLE k lil
SHINGLE AT MID COVERED AREA AND TWO STRIPS AT MID TAB AREA. SHIN61,,E*:�N,
#10 x 2-1/2'S.M.S.Q RAFTER NOTCH ANGLE OP71ONAL #5 REBAR IMBEDDED IN TOP W/(2)1/4-THRU-BOLTS INSTALLED WITTH THE TABS FACING IN THE UPWARD DIRECTION OF THE ROOF-814P�
REVIOUS SPECIFICATION Wrrel p"5 20
TAILS OR @ 2-D.C.MAX W/ MUST REMAIN FORANGLE 2) SUBSEQUENT ROWS OF SHINGLES INSTALLED PER P 03
2"x 6'SUB FASCIA STRENGTH OF CONCRETE COLUMN(BY
STRIPS OF ADHESIVE AT L41D COVERED AREk
OTHERS) ADHESIVE: CHEM REX-PL PREMIUM 948 URETHANE ADHESIVE OR OSI-RF140 10
CA"LEVERED BEAM CONNECTION AT FASCIA(END VIEW) PANEL ROOF TO RIDGE MINIMUM ROOF SLOPE: T IN 17
SCALE: r-1,4r SCALE 2"-1*4r OF
Table 7.1.5 Allowable Spans for Industry Standard Cleated Panels for Various Loads
Alunilnum Allay 3105 H-1 4 or M-25
I-3W x 12"x 0.024'Chated Panels Glass Room
Screen Roma Partlaily Enciosed Enclosed Overns"I
wkw asuctum I &Attached Covers Carrigover
Mon*41"wd Rod
Region 1&2 3 1 .4 1&2 .3 1 .4 1&.2 3 4 IU_ AN
open aw Pan "an pan pan Pan span open span ii span sW Roots
IOQMPH 17-10' 174'1 ly-W W-11' IZ-?' _1Z.-I-O" r.6' W-W 9'-B" W.4' IW4� I(Y-r 7-2"
110 MPH 10'.2* 17-11' 131-r 7_7 111-51 illwam 1.-
,r-l* V-111 91-11 W-lir Z-11*
i2r;Wpm w-r -UW--Fz-:F--F-r 76-16- 11'-0' F-r 9-F 8'-7" r-2" W-l* W-3- 7_10'
1123 UPHI Ir-r 1114r I.--r -ro--4r la-Ur I 6-r .4' 81-S" r-T IN 1. W_r
V-4-- 8'-2- 1 V-r W4r F.10` 7_r I
1130 MPH
I PURS.�r4r -7-f- r-r _W-_3F_ IF T4r I GW 8'�3' V-r 2"W
irr ir-W 1 .5-V T-1- T-7 I V-r r-ur r_II* FF
i.Wxirx*.03rCbws@dPsnmb Gins Room
souctor" Screen Room- Pmlia"Enclosed Lvao"d overhang I
Nod - Mono-Soped Red Attached Covara Cantilever
Region 1&2 3
.W w4 U2 3 .4 1&2 3 4 1&2 3 4 As
span pan "an a" pan span span span span OW I wiser Roofs
-F-37- icrT 36-F Fir- ii-T 1 11-7 31-V
100 MPH ii,-r ic-s* ir-r ivr IL-_7- 13
4* ".'�1 "0' -
110 MPH 101-11" IZ-11* lW_W ir-ll* r 7.r
3'4r -W
120 MPH I(r-V ISr 1 W4. ire r-2, v-i Ir-r #A ;0_.'I Vr
123 M" 117.r JT-o' I Yr 11-4r I --r r.,- W.11. W.I. F-r I imcr z-ii-
130#W"H 19rWV 17-r I
- r-11' I V-l' IIW W-10' V-7' V-V 9`44- 1 Ow 7_10' _j
1140 MPHI W-11" Ur4r ICY-2- W-1, mr la-- V-7 W-W
V-101 9-1* Z4r
1150 MPHI V-I* W-4W I a_�r W-l' i(r4r io,-2, v-z- r-7-10--r-V4r W-W FF Z-F
'E - z
I-Sw x ir x&.mr chmead ponala 7- Glass < Uj
open ftucbwm 3 crown Room PutWfy Enclosed ErWoswd Overhang I U) 2 a
vraw Rod A Attached Covers con"Woor :5 z 0
Region 142 3 4 U2 3 4 1&2 3 4 1&2 1 .3 4 AN 0 (!) () Z'
SPOn "m Silam "an span span span span span span pan open Rooft U) 0
IN MPH 13*41' IF-I I' lrr Ir_Ijr 15-.11- IV�y g-a. jr.y I _j 2 - Uj
74r la-W IT-W IT4* 7-11" >- W z -.1
IIOMPH i3,-r ur-r iv4r W-F 147-9- IT-I" W-l' 11',r 11'4r W-la, iz-r ir-10" 741' z 0 0 0 0 CO
120 MPH 1Z-r IF-W IF-ir I" 14.2' 14'-5' V_r IV4r 10'-I(r ir-W Il'-W 11-41' 74- 0 (j) _5 LU
123 MPH IZ.4* 1 UJ -
W-r W-10" IYA I* 14'.r ir-T l(r4r l(Y-r V_- 1 V-3" ll'-fr D ce)
130 UPHI Il*.W fr C)
- F-1- I&W 17-5- 13-4r V_T lir-11 I(r_T F_I(r Vr.II* 11'.2' 1 3.4' Z
140 MPH W-r lzom III-ill g-S' 11--g- W-11-I-r-,-(r
150 MPH[ W4* _I 1r4r I r.l(r Vr i(rr iv.r 3--- 64 0
II-r 1111' W-r 11-4r 111-111 r-3- Fr__--T-rF F-ii- Fir- iii-i- Fir Q
Nots'TOW root panel WO-room wk%h+*,wgwkah+O-WA ng.
0 0
_j
Table 7.1.6 Allowable Spain for Industry Standard Cc mposhe Roof Panels for Various Loads z CO) LL CO
Akmnlnufn Alloy 3105 H-14 or H-25 1.0 EP.1;Core Denstilly Foam LLJ
UJ
r x 41'x 0.224" Giess Roorne Enclosed o"rhowl z 0
Mon*41@pod Red 0 2
wkw Sin"'w"a I &Aftsched Covers WIY Endowed Candiever W - 64
Region 71112 3 4 U2 3 4 1&2 3 1 24 1&2 1 '3 AN CO
.1 '4
"an alear 41010 OW $Pan span span span pan aW . Roofs _j
1061111PH Ir-C WC IS`.W_W.iir iirwr jr.1 7v-4 il,.r 77 ifr 134r 1" 4'.0'
11101110a" 11INF-W.-C 7_94r _U-2. TV-10. 15.3- F.F OF 10'.r Iff-S' 174r 111-W r4r
120 MPH IFF WS' r-_10' 77 -14---I(r 14'-4* r4r -F-F--F-47--FF WiF 7(r-4r 4-T
123 MPH IV-lF-f-r-0-_j_FV_ 17-11' 1 F_r ir 9"'" ""r " 'OW 7-11.
-F
is-mr mr I iW 73--4r 733 r.,,- i f-i,, r_r W-01 101-1* 741' Uj
im-icr 1041' 1-F-2- TO_10- r-2- F4� W.I, W-4- -7.-47- ir.(r z-11
I r___1 IZ
1W-10- 101-W_ W4r
ISO MmPH =12' Ir T-V V4r F-e- Z-10- I
rx4rxCAW IL !j
Ghtes Room
YfAd OPIG Screen Roon� Partway EmcWmW Overhang I
Roof &Aftchad Covws card"ver
Room 1142 3 � 4 1&2 3 4 1&2 3 4 1&2' AN 2 978
- "on OPM ' wpm WM 81"m ow flews Opm Mean open -Pon Roaft Cc n
ISO 11"-2(r-r 2Z-11' 27--1 ir4r 2i,-icr 21.1' 17-11' 14-41' 14�c` iW.W 16-7 164r 44r
lie MPH 2(r.6' 27--r-TTF-ir 2(r-i- -TF-F -firl--fi-q- 17-r 13%r WO 14',T 'W_(r
129 MPH IW-r 21�_Jgr 21*-1' 1 77 -- m
94r I It-l' I 10'-X 17 11--l' 11--r 13W 13-4r 4'.Cr
1123 WN I ISW 2110 2(r-C IVW llr-- ir-r I r-ii- iTr i(r4r
7_ _ Iz_W 4*-(r m
S, W OZM
1f4r =-F 75-7 io-.r 194r IZ.F_ 0
1130UPHI 16' 17 IV4r I Wr r 11%V 4'.T CA
1140 MPH I III-110' ITr IZ4r 11111-17 _rF-T iz-V C-14r 7_1(r W.(r W-11. 11--i- I (D -
6: 1 a. LL.
IISOMPHI 11-40' 17-r 1741'1 jj-.Ijr _73-7--77-:F I ffr I Ir-- I Ir-ll* W-r 17-3' F.11' I tu
Cx4rx OAW pa"Ok - Glass Root. a -x
OP-SWAcbmW Scrown Rm 0
wbw Roof covers Partafty EnciosW I W
Room - conow4w, C!
1&2 3 1 4 142 3 i 4 1&2 3 4 1&U2 3 4 AN
- qlon "m - Giamn span spon span aw open sw svm open Rods
100 MPH 2[Y-0- 27-C I 21tr I1r_I*
110 MPH 2(Y-Cr 27-C I 2V.4;- 21W 2(r-r jr4r Iv.r IT-W 114%r 1 -1 IS'.T 4%V %
Ir_r lir-r lar-111 iol-lir lz-r I rr IZ-111 W.W 131-11, 4%r
1120 UN IQ`-I* _21W 5-f 11rr Ir-W 1174r ll-T 10'-I(r IT-1 IY-r 174r W-T
123 MPH Ir4, w4r llr-l(r W 11' jr-ir 1jr-r F-Ir 10'-Il' 10-4r 10".11' Ir-I
130 MPH I&W IV-111 11r.7 lc-- 15--I(r 15--y jr-r Cr 1 W-4.
I(r_r W-1 11 10".5, 111-r II1_r
-7- 12'-Il* I74r ll'.r 17-11-TIZ4r ir-r W-r W-4* W-r la-V 101-W W-W
IZ4r 7
1. iFr iZ'-Ir U- IV-r �ZIFT _8`4)"
4"x4rx0.11WIlmn�a� ats"Roorns
Scrw�Rcc Enclosed Overhang I
W11W Covars Cantilever
Ms
Region 1&2 3
F3
'V_'O
M.141
T-r
&2
4 U2 3 4 I"i 3 4 1 1&2 3 4 M
span
men SPon 47"n &span , 8W open open span span Roots
r
100 MPH 23-- 2T40' 24'-1* 22-v 24,-r 23,4r _Wr iFe is-F vr.r 44r
I
IIOMPH .1. - -I -
Zr-l" 2F-iW 24'-1 J* W-r 2?4r 21'-Il' 17-11' 14W 14'.r lr.11* ir-10' Jr.1- 4%W
1�' ), 15
T2_0M__PR-ff:r 24'-- IV-101 1_1 _7'7_51 -7.7- 4-W
-11 rl'-- _f7_I'l -1-3 20
1 22-10'1 IN-4' W-W IV_g, I -T3- '4F
11, , 7v 77-737-F-mv 14!-3' 4'-C*
130 MPH IW-r 21'4V 21'.-r-r-164- lir.3- I lir-r I lor4r--lzr ll'.r 12'-6- W4r 13-4r 4'.Cr
140 WH 13'-4' W_jj�. AIW-FI-3'.4'
150 VPH 13' 4'-W
W-11'I 14W 13.4' 10'-W 10.4- IjTr_T_j-r,- W.4' 10
"*is'TOW roof Panel Wit roan 1161"+wwXwkfth+overhang.
OF
2.0(rl A-0.666 ln.� r 4.00'7 4.DD0'
WT-0.763 p.l.f. 4.0(r
(1)#8 x I-lrr S.W-S.0 r 0.D W44" + UPRJGHr
FROM ENDS,TOP OR BOTTOM Ix-0.694 ln.� Sx 0.466 In.*
Alto, to
AND C IV O.C. BEAR Ci
0.(W. 0
.04. ly-0.406W Sy-0.4101n.- A 3.706 h' A 4.429 In.'
WT=4246 p1l A 6249 In.'
0.072"- + + Wr=5.075 p.l.f. Wr=7.160 P.Lf.
7-0W(r Ix=33276 in.' Cd Ix-48,889 h4
+ + Ix-101.446 ln.�
o.orr_ + + Sx-8.314 in.* Sx=9.754 In.' 0.0gr- d Sx-16.901 Im*
1"x 2"x 0.044"OPEN BACK SECTION WITH 6063-TS 6063-TS 6063-T6
2"x 2"x 0.044"PATIO SECTION STITCH W/(1)#8 S.M.S.@ 24-D.C. STITCH Wl(1)#8 S.M.S.Q 24-O.C. STITCH Wl(1)#8 S.M.$.@ 24-O.C.
SCALE- 2"-I-V TOP AND BOTTOM OF EACH BEAM TOP AND BOTTOM OF EACH BEAM TOP AND BOTTOM OF EACH BEAM
t 2.00"1 A-0.847 In.'
(1)#8 x 2-Irr S.M.S.Q 6' WT-0.971 plf. LL
FROM ENDS,TOP OR BOTTOM UPRIGHP -i
AND @ 16-O.C�OR PILOT 0.044' + +
Ix-1295 hl Sx-0154 In.*
HOLE W/CAP AND(1)#8 x IlIr BEAM (2)2"x 8"x 0.072"x 0.224"SELF MAnNG BEAMS (2)2"x 8"xO.072"x 0.224"SELF MA77NG BEAMS
S.M.S.INTERN&V FROM t
ENDS,TOP OR BOTTOM ly-0.540 W Sy=O.W Ims SCALE. 2 =I'-C' Wl 2"x 4"x 0.038"
AND IV O.C. 6DM-TS 4.0(Dr'-1 SCALE: 2*-I'-Cr 6
4AWr
2"x 2"x 0.044"PA`n0 SECTION V%qTH (2)2"x 10"x 0.092"x 0.369"SELF MATING BEAMS ct) z
2"x 2"x 0.0""PATIO SECTION A-3.980 In.' f Wl 2"x 4"x 0.038".
SCALF- r-1'-V d WT=4�W pJJ. .4 SCAl F*2*-I'4r z
be-432M W ;3 Z
6 A 4.702 hl co
A a OM In.-
Wr-6.388 plf. w - -
Sx-9.T70 bL, -00 _j
+ + § :Z
Wr-0.678 pl.f. Sm-Ts zoo
0.044" UPRIGHT. co Lx-62.947 In.' - 0
0.0v77 Sx-11.425 hl > LU uJ
-1 0: LU
STITCH Wl(1)#8 S.MZ.0 24-O.C. + +
b(-0.457 W Sx-0.255 10 TOP AND BOTTOM OF EACH BEAM 6063-T6
0.04,r § (D CO
r4i ly-UN ln.� By-0.269 h* STITCHW/(l)#8S.M.Sd24*O.C.
TOP AND BOTTOM OF EACH BEAM ccv:> z
> 3: 0
6m-T6 W
00 w
< ._j < LU
11"x 2"x 0.044'SNAP CAP SECTION WITH 2� ILL
2"x 2"x 0.044"PATIO SECTION (2)2"x 9'x 0.072"x 0.224"SELF MA71NG BEAMS Lu
uj
SCALF-7 1*41" SCALF-* 2 -I'-Q' (2)2" 224"SELF MATING BEAMS ff
0
(2)#8x2-Vr&M.S.Or 3.0(r Wl 2"x 4"x 0.038" U)
FROM ENDS.TOP OR BOTTOM AND T- 4.OD'-I - - -j
o Ir 04.OR PILOT HOLE Wl CAP SCALE: 2 -f4r
AND(1)R x Ur SMA.INTERNAL r A-1367 h.2
T- -I
'71 p0m,44M m
FROM ENDS,TOP OR BOTTOM 0.09T VVT.1.566 plf. 4.0(gr'
AND 0 IW D.C.
+ b(-7 1555 Im' Cl
0
LOAD APPLIED NORMAL TO THE Sm,1,321,In.11 uj
4*DRECTION 6D83-TS 4.710 in.2
A CL
WT-5.397 pJJ.
0.082' + +
1"x 3"x 0.044"OPEN BACK SECTION NTH 6 Ix-62.963 In.' A 5.167 Iml a)
3"x 3"x 0.093"PATIO SECTION CORNER POST Sx=11.770 IrLl Wr-5.920 plf. s
6D63-TO 0.08T + + tx-69.782 In.' w Ln
SCALE: 2*-l-(r d a) Z 9
STITCH W/(1)#8 SA,S.C 24-O.C. Sx-12.669 IrLl 0- 1 13�
0 e) cc
;7 TOP AND BOTTOM OF EACH BEAM 6063-T6
W
I.O(r 9 1 11
(2)#8 x 2-112SX&Q r Ll Ed
84M TOP OR BOTTOM AND d w Q 0 -
FROM STITCH W1(1)#8 S.M.S.Q 24-O.C. i�u
0 lir O.Q OR PLOT HOLE Wl CAP A 1.367 irO TOP AND BOTTOM OF EACH BEAM
AND(1)N x VT S.M.S.INTERNAL r (D
wr-1-%B plf. L) ull L
FROM ENM TOP OR BOTTOM C: tu -i
AND 0 Ir OLQ tx-1.892 In.4 (2)2"x 9"x 0.082"x 0.306"SELF MAnNG BEAMS z w
Sx-1.261 K2 SCALE: 2*-I'-T § Z3 t
LOAD APPLIED NORMAL TO THE 6063-TO ej 65
WDIRECTION -4 -1
4- cc 'h:
4AV 4.DDCr-7
1"x 3"x 0.044"OPEN BACK SECTION NTH d
3"x 3"x 0.093"PATIO SECTIO IN WALL POST 7 (2)2"x 9"x 0.082"x 0.306"SELF MATING BEAMS
SCALE. 2"-1'-0* A 6.D63 hl Wl 2"x 4"x 0.038"
Wr-6.947 plf.
SCALE. 7-Nr
(2)08 x 247 SXS.Q r I.o(r bc=85.165 In.'
FROM EI`OS�TOP OR BOTTOM AND d Sx-17=7 hs
0 16-O.C.OR PILOT HOLE Wt CAP A-I&'A In2
0 x UZ SMS.INTERNAL 6' + + 6063-TS
AND(1) WT 1.111W PA.f. Ci
FROM ENDS,TOP OR BOTTOM
AND C lir D.C. tx=2260 In.4 STITCH W/(1)#8 SACS.C 24-D.C.
TOP AND BOTTOM OF EACH BEAM -
Sx=1.507 In.3 w H ti Q A Ix IX Sx 1�81�1 '-RK.
LOAD APPLIED NORMAL TO THE
t S
6063-TS in.2 in.4 In.. in.3 I --in7,j Inj", in.
3'DRECTION Section AJloy In. In. in. im
4.0(r 6063 T-5 4 1 HIS[ 0.081 0.081 "Q 1 3 81 4.05 0.96 Mi 3.40u�'-I.v 1.8---
Gulter H24 1.89(B) -,-144 R
f2)11"x 3"x 0.044"OPEN BACK SECTION WMi -4 Edge 5 HI 5 1 O.D6110.0651 0.96 12.45
B
-(R)
3"x 3"x 0.093'PATIO SECTION WALL POST (2)2"x 10"x 0.092"x 0.369"SELF MATING BEAMS OF
SCALE, Z*-I'-(r SCALE. 7=I-T
INTERIOR BEAM TABLES:
General Notes and Specifications: General Notes and Specifications f SCREEN&VINYL ROOMS:
1.The following structures are designed to be married to block and wiccid frame structures of adequate Conversion Table 3C 3.1.3
structural capacity.The contractor i home owner shelf verify that the,host structure Is In good conditicell Wind Zone Conversions for Glass I Enclosed R001 GLASS ROOMS: HOST STRUCTURE OR
and of sufficient strength to hold the proposed addition. From 120 MPH Wind Zone to Othm Walk (PARTIALLY ENCLOSED)32.3 FOURTH WALL FRAME
r-- Rmts (ENCLOSED)3.3A
2.if there Is a question about this host structure,the owner(at his own expense)"I him an wd*acL Wind Zone Applied Lmed DefteciJon Bonding;4-�Ld Wed. Bonding
engineer,or a certified homs Inspection company to verify host sfru,:turs capacity. MPH (111151F) W&EL_ (d) (b) PANS OR PANELS
i0o 20 1.11 1.16 E_ 1.14 121
3.The structures designed using this section sholl be limited to a maximum profection of 16'from the host 110 23 1X5 1DO -,-ff t07 1.11
120 27 I.DO im --E-- - ALUMINUM ROOF SYSTEM
structure.Freestanding structures SW be limited to the maximum i pans and size limits of component 1.00 1.00 H PER SECTION 7
parts.Larger than these limits"have site specific engineering. 123 29 0.98 -F9-6 ---W- 0�99 0.96
130 32 0.94 0.92 -2-9� 0.94
4.The following rules apply to aftachmerits Involving mobile and mamfocturad homes: 140 37 0M 07a-5--r---3F 0.91 0.87 CARRIER BEAM POST
- 7 5-1
a.Structures to be placed sciacent to a mobile I manufactured home built prior to 1994 shelf use'fourth --BO 43 1 0.86 0.79 0- 0.8
Wall construction'or shelf provide detailed plans of thel mobile/iiianufactured horns and Inspection Conversion Table 3B
engineer.This applies to all Wind Zone Conversions for Glass I Piartially Ediclossid Roams
report along with addition plans for she specific review and sea]by the
screen I glass rooms and I or structures to be attached. From 120 MPH Wind Zone to others
fko� Wall*
b.'Fourth Wall construction'means the addition shot be free standirig with only the roof fleshing of to Wind Zow Applied Lmd Deflection Bonding Applie&Load Defliection Bonding
two units being attached.The most common'fourth wall constructw*is a pool&beam frame adjacent MPH (MF) (d) (b) WS�2_ (d) (b)
to this mobile/manufactured home.The same Von tables can b�used as for the front wall bearn.For 100 25 1.13 120 --72-11- 1A3 1.20
fourth wad bown use the carrier beam table.The post shall be sb:od ocoording to this manual andfor as 30 1.06 I=0 ---3-r 1.06 1.10 TYPICAL SLOPED SOUD ROOF ENCLOSURE
a minimurn be a 2'x 3"x G.VjT with an 1 V`x 2'x 0.0W knee biace at each end of the boarn.If the 120 36 1.00 1.00 --3'9- 1.00 1.00 SCALE: N.T.S.
posts am set In coricrelle loodrigis(par table 2.4)the knee braces may be eliminated. 123 38 om -797- _71-8 --r97 ALUMINUM ROOF SYSTEM
130 42 0.95 -om 0.95 0.93 HOST STRUCTURE OR
c.For mobile/manufactured homes bull affair 19S4.sftctums may be attached.provided the project ILO 48 021 A;7 0.91 0.87 PERSECTION7 FOURTH WALL FRAME <
iss I r
follows the plan provided in#6 manual.The conti I owner shall provide verification that the RIDGE BEAM TABLES: D
structural system of the host structure In adequate for the addition to be attached. Z
Conversion Table 30 SCREEN&VINYL ROOMS: USE BEAM TO WALL DETAIL W
d.9 the mobile/mamdBck#W home manufnaturier coriffies In writin;that the mobile home may be Conversion Based on Mean Height of HoPt 3.1.4 0
attached to,then a'fourth war Is NOT required. Structure for Glass I Enclosed Rooms GLASS ROOMS: Z 0
5.Section 7 contains Von tables and the ad From Exposure 13'to'V (PARTIALLY ENCLOSED)32-4 0 0 Z,
schment details for pans and composite panels. Mean HW Deflection Bonding (ENCLOSED)3.3.5 co
-J
6.Screen walls between existing Walls,loom,and ceilings shall be alltmed and Voris shall be figured the StrucWtv Height 0
Nr L W w Z
some as other screen walls. 0-ir 0.94 Z- 00 0 - - F-
IF-2C i > Ce) -j LIJ
N 0.92 H 0 0 LLI
7.When using TEK screws In Hsu of S.M.S-,longer screws must be used to compensated for drill head. 20*-2S 0-36 0.91 LLJ -
25*-30' 0 As 1189 D
S.For high velocity hurricane zones the minimum live load I applied lo;id shall be 30 PSF. 0 M 0 co
< C', Z
9.'rho framing of existing screen room Walls to receive Windom or sot d sheathing should be accomplished Conversion Table 3E
with the details of this chapter Wind Zone Conversion for Ovw Hangs 0
10.Ali specified anchors am based an an enclosed building with a IV projection and a Z over hary for up to a (for Art Room Typ") 0 0
wind velocity of 120 MPHL From In MPH VAnd Zom bo Offiers < _j < W
"M Zorn Applied LOW B-145111101 - CO LL U)
11.Sports may be Interpolated between values but not extrapolated outilde values. am WSF) (it) [b) Z
100 Uj
12.For Design Check List and Inspection Guides for Smen,Vinyl,Gtm;&Modular Rooms,am Appendix 30 1.13 1.20 TYPICAL GABLE SOLID ROOF ENCLOSURE W
(Section 110� 1110 36 1.06 1.09 Z C)
120 43 i.00 1.00 SCALE. N.T.S. C-4
13.When notes refei screw rooms,thetr shall apply to scrytic/virryl morm;abo. In 46 0.96 om
Section 3 Design Statement: 1130 so 0.95 M
140 58 0.91 0.86
The structures designed for Section 3 we solid roofs with scriten or solid web and are considered part I ISO am 0-50
of an enclosed or partially enclosed strucitiral system since timay am designed to be married to an
existing structure.
The design Wind foods used for mew moms am from chopler 20 of to 2DOI Florida Building Coew- Uj
T111111 bads 8�0 mean roof height of less then 30%roof all cipa of X to 20';1-0.77.AN too&are
based an 20 120 Baum or larger.AN pressures shown in the below tabile are In PSF(#ISF�
too
The design wind loods used for glass rooms am from ASCE"r-w Section 6.5,Analytical P. Ufa
and am In compliance With thee 2001 Florlda Building Code.T-a beds assume a mean roof height:of Cl) 4
r 1,- Z
183111 than M roof dope Of 2(r 10 Xr(+/-10'r 1-0.77.AN pressures shown In#in table below am in Z 0
PSF(WS4 r W
CD
General Notes and Speclfi=tions for Section Z Tables:
W
Sectloia 3 Denim Loadis for Screen,Glons,&Modular Poomi; W 0
Glass Room
screen Ric- ovoirth" It W.
Enchnodi EnclomW AN PAoft PURSUANT TO PROVISIONS OF THE FLORIDA DEPARTMENTfOF 0 LLI LL
0 .1
110111 WON 11110111 wa-ft nd WIN HIGHWAY SAFETY&MOTOR VEHICLES DRASION OF MOTOR,�� r W U,
X I.-
11010 MPH +21)1-M +151-13 +31-M +211-18 +ic 1-18 0 420 1-W VEHICLES RULE 15C-Z THE SPAN TABLES,CONNECTION W o
+31-30
IIOMPH +201-n +181-15 +25/-V +101-19 11 +201-46 DETAILS, ANCHORING AND OTHER SPECIFICATIONS ARE
120 MPH 420/-7 +221-18 1--X +301-10 +IC 1-23 13 QD 1.43 DESIGNED TO BE MARRIED TO CONVENTIONALLY
123 MPH +2D 1-29 +23/-19 +41-M -32 1-28 +IC 1-24 14 +201-45 CONSTRUCTED HOMES AND/OR MANUFACTURED HOMES NND AL
130 MPH +201-V *251-21-M-;Ii-1-42 -73-5131 +101-27 15 !211-10 MOBILE HOMES CONSTRUCTED AFTER 1984.
UO MPH +301-37 +291-25 +51-418 4401-W +3C/-31 is
ISO MPH 1 -30/-43 1 -34/-n -61-M 1 -46/-41 +30 1-W 1 20 1 -30 1-V
Nots 1: Fr-nkV system Of-raw.vinyl,and glass rooms are corlsidered to be main fraime resistance THE DESIGNS AND SPANS SHOWN ON THESE DRAW)R�TAFA
components.Wind too&we Rated as minus bads for roofs and plus too&for wells. To convert above wind BASED ON THE LOAD REQUIREMENTS FOR TH1.KjIk-0RlDA'
loods to IV Exposure bads multiply by I A. suLDING CODE 2001 EDITION.
Comistralon Table 3A
Wind Zone Comearslame for Screon&Vinyl Rooms
Fnxn 120 IMPH WkW Zom to Odwm
Rook
Wind Zone Applied Lood D&IISCUM:BONN"Applied L"d Daftc"; Bonding
MPH P-� fell (b)
F%F) (d) (b)
100 Is 1.13 120 9 7
1.13 12D
110 Is 1.07 71-0 11 1.06 iA9 JOB NAMF-*
120 23 1.00 13 1.00 im
123 24 0.99 14 0.98 0.116 ADDRESS:
1131111 0.95 022 003
16 0.95 0M 71
a 3
l 1 0.91 CAM is 0.90 0.35
I Z2 36 1 0.36 20 1 0.87 0.31
DRAWING FOR ONE PERMIT ONLY :kM OF
2-1/2-S.M.S.@ 6-FROM
------- #8 x 1-1 r2'S.M.S.C 6'FROM ENtPS-TOP OR BOTTOM AND
ENOS,TOP OR BOTTOM AND jW D.C.OR PILOT HOLE W/
ir D.C. '�P AND(1)#8 x lir S-M-S-
Co r FROM ENDS,TOP
iwr@*IAL
,9R BOTTOM AND 16-D.C.
zowwcr 2-00' SOLID ROOF
REMOVE VINYL SIDING AND 2 00"� I I
SOFFIT ON THE WALL AND 0.044 2.00' CONVENTIONAL FRAMING OR
INSTALL SIMPSON CS-16 COIL __o-� ALUMINUM FRAME SYSTEM ALTERNATE TOP DETAIL
STRAP OR EQUAL FROM EACH 0. b AS MIN.SHEET ONE SIDE Wl
TRUSS I RAFTER TO KNEE 0.044 0.040,ALUMINUM COIL FOR
WALLSTUDS 0.044. 7-00' SCREEN ROOM AND BOTH WINDOW FRAMING CAN
SIDES W/0.024'COIL FOR ATTACH DIRECTLY TO
SCREW PATTERNS HEADER W/#10 X 314'TEK Ok
2"x 2"x 0.044" 1"x 2"x O-OW GLASS ROOM.USE STANDARD
THE FLOOR WALL,AND ROOF I"x 2"x 0.044" qAp CAP SECTION NAIL OR FOR ANCHORING- S.M.S.@ 6'FROM EACH EN�b
PATIO SECTION sl
PWL STRAP W/i8d COMMON SYSTEM ARE THAT OF MOBILE OPEN BACK SECTION 0M]l 2-;2'x 0.04,C WI?H-2-x 2-x 0.04V AND 12"O.C.MAX TOP MD)
GTRUSS RAFTER AND I MANUFACTURED HOME IWITH 2"x 2") PATIO SECTION PATIO SECTION BOTTOM
PERIMETER JOIST,SCREW PATIO SECTION
COIL STRAP TO SHEATHING W/ AND FASTENING DFT MASS WINDOW INSTAU-Etb
EXTRUSIOW ALS TOP OF TRACK AND BOTTOM
#8 x 1'DECK SCREWS 0 ir SCALE. 2 -V-V OF TRACK ATTACHED Wl PER MANUFACTURERS
KNEE WALL Wl 2 x 4 P.T.P. SOLID SPECIFICATIONS -J
O.C.VERTICALLY. REPLACE COVER #14x3/4"TEK SCREWS <
VINYL SIDINQ BOTTOM PLATF-STUDS& a Ir D.C. D
DOUBLE TOP PLATE.NAIL PER EDGEBEAM ca
TABLE 2306.1 FLORIDA (SEE TABLES 3-1.3) MAXIMUM WIDTH VARIES W
WINDOW HEADER co LLI
BUILDING cODE_EACH STUD EDGE BEAM SP 20
SHALL HAVE A SIMPSON SP-1 (SEE TABLES 3,3.7) ALUMINUM SHEETING OR z IS
OR EQUAL SHEATH WTTH ilr ADD V x 7,2x 2' VINYL BOTH SIDES 0 0 Z'cn
p.T.PLYWOOD NAILED Wl#8 OR SNAP CAP AS REQ*D- ju) Fn 0 -j
COMMON S'O.C.EDGES AND CHAIR RAIL VARIES VARIES Lu Z
1Z D.C.FIELD OR (SEE TABLES 3.3.7)
V BOLT 0 3r O-C. STRUCTURAL GRADE (SEE TABLE) 0 0
THERMAL PLY FASTENED PER SHEETING MIN.ONE SIDE > 0 co -1 Lli LL
0.040'ALUMINUM OR IJT COX cl: Uj D ce) C
THE MANUFACTURERS PLYWOOD W W M cp cr,
STRAP 0 0
SPECIFICATIONS DITIONAL STUDS MAY BE :3 < C-4 2
TYPE III FOOTING SIMPSO��COIL STRAP OVER AD c
V
SHEATHING.
ADDED TO ADJUST CHAIR RAIL
5 m
A
TO MAX SPAN
VARIES 0 0 L
1.x 2,ADD V x V TUBING OR
I-x 2'TO MATCH BUILD OUT IF < <
Cf) LL.
ALTERNATE WALL SECTION FOR ATrACHMENT.TO REQ`D RM GUARD PA 4EL SECTION Z
MINIMUM SLAB(SEE DETAIL) OM WALL WITH STO LILL
GLASS R w 5
MOBILE I MA U I D HOME z
GLASS ROOM WALL ELEVATION SCALE r-11-0' C-4
�2
SCALE IM'-l"O" TyPIC kL SCREEN ROOM CA NVERTED TO
SCALE: IW-V-O`
NOTE: ASS ROORA CONVERSION USE I-x 2-x 0.044'MATED W1 2"x 2"x EXISTING 1*x 7 TOP RAILS FOR SIDE WALL
FOR SCREEN ROOM TO GL r x x EXISTING S
SOLID COVER VARIES OR r X 2x 0.044'MATED WITH WITH MAX 3.5'LOAD WIDTH§htALL
HAVE A MAXIMUM UPRIGKfr
PAN ROOF,COMPOSITE PANEL SPACING AS FOLLOWS.
EDGE BEAM TABLES! WINDOW HEADER TABLE: OR HOST STRUCTURAL E MtPUAPCRIN�4q
(PARTIALLY ENCLOSED)3ZI, (PARTIALLY ENCLOSED)32.6 FRAMING
32-2 (ENCLOSED 3.3.6 r-(r
(ENCLOSED)3AII,3.3.2,3-" MAXIMUM WIDTH MINIMUM SHEETING:ONE SOLID ROOF (4)#8 x I/T S.M.S.EACH SIDE 11
OF POST
EDGE BEAM SPAN SIDE 0.0-40"ALUMINUM OR lir 120 Ir-r cl)
CDX PLYWOOD I x 2 TOP RAIL FOR SIDE 123 r-i" a Iz- 0
CHAIR RAIL TABLES: ALTERNATE SHEETING:0.024' CONVENTIONAL FRAMING OR WALLS ONLY OR MIN.FRONT 130 F-8-
(PARTIALLY ENCLOSED)3Z5 ALUMINUM BOTH SIMS ALUMINUM FRAME SYSTEM WALL 2 x 2 ATTACHED TO 140 5-1 1 1
(ENCLOSED 3M AS MIN.SHEET ONE SIDE Wl pOsTWll'xl'x2ANGLE 150
0.04M ALUMINUM COIL FOR CLIPS EACH SIDE OF POST ca
ADDITIONAL STUIDS MAY BE WINDOW FRAMING CAN
VARIES SCREEN ROOM AND BOTH w
ADDED TO ADJUST CHAIR RAIL ATTAOi DIRECTLY TO HEADER 0
SIDES W/0.024'COIL FOR co x
To MAX SPAN Wl#`10 X 3f4*TEK OR S.kt&0 WTERNAL OR EXTERNA4-
MINIMUM SLAB(SEE DETAIL) GLASS ROOM.USE STANDARD r FROM EACH END AND 17 V CLJP OR V CHANNEL C
.CHAIR
NAIL OR SCREW PATTERNS O.r-MAX TOP AND BOTTOIL RAL ATTACHED TO POW W1
FOR ANCHORING.
MIN.(4)#10 S.M.S. 0) r3 0
TYPICAL ELEVATION GukSS ROOM WALL z co
SCALE: 1/4'-1'-0" Lu
WINDOW HEADER GLASS WINDOW INSTALLED
MANUFACTURERS
(1)SIDE OR BLIND VARIES SPECIFICATIONS GIRT OR CHAIR RAIL ANO K)CK
ANGLE.
SCREW PLATE 2-x 2'X O-OW MIN.
HOLLOW RAIL
WINDOW ADDITION ANCHOR 7*
W/MIN.#10 x I'S.M.S.0 ir lx20R2xsATTA0
FROM EACH CORNER AND ANCHOR 1 X 2 PLATE TO _AEPOTO 7-�
itr O.C.MAX CONCRETE WITH JW x 2-1/r 90TTOM Wt 1�x j*i2"Yx 1116,,--
MAXIMUMWIDTH. ES CONCRETE ANCHORS WITHIN O.OW ANC-41 C14N EAICC-H S*
EDGE BEAM SPAN 6-OF EACH SIDE OF EACH AND Mlft(�k#10)tOl -N
ALUMINUM EXTRUSION AT24'0.C.MAXOR
MU�WID POST
kM S EMAR
7�ZON A P INV
C
r r
U_(_
6-7
V-3.
AtN
6._8.
150
4_11
U=E B 1*x 7 x 0.03Z_rJAIN.OPfiRAi3ACK
CHAIR RAIL THROUGH ANGLE AT 24'O-C
MAX EXTRUSION
MIN.IN bONCREN
KICK PLATE VARIES MIN.3-1/r SLAB 2-500 PSI 1-1/a
CONC.6 X 6-`10 X 10 W-W-M- VAPOR BARRIER U.NWA I, -
OR FIBER MESH CONCRETE 'AP 15 2
TYPICAL ELEVATION G ASS ROOM WALL 'TION POST ro BAS !ETAIL OF
SCALE: 1/4' :l-O" LASS ROOM WALL SEC SCALE:r
NOTE.FOR SCREEN ROOM TO GLASS ROOM CONVEFVION USE 1"X 7 X 0.044*MATED W/r X Z'X SCALE: r-T-O'
EXISTING OR 2'X r X 0.044*MATED WITH 2'x 2'x EXIS'nNG
1W x 6*RAWL TAPPER
THROUGH 1'x 2*AND ROW ALUMINUM FRAME S§CREEIN
LOCK INTO FIRST COURSE OF WALL
ROW LOCK
ROOF PANEL -F
0) 0 BRICKS
> (SEE--jECTI 7) 1-10 x I-11r x 0.080'ANGLE 0 INTERIOR BEAM TABLES: BRICK KNEEWALL TY?pE S
(SEE ESECTION 7) 0
> EACH SIDE OF CONNECTING SCREEN III VINYL ROOMS: ALTERNATE CONNECTION OF MORTAR REQUIRED)IFOR
BEAM WITH SCREWS AS 3.1.3 SCREENED ENCLOSURE FOR LOAD BEARING BRrdK WALL
CL GLASS ROOMS:
SHOWN w BRICK OR OTHER NON-
(PARTIALLY ENCLOSED)3Z3 4-(NOMINAL)PATIO
BEAMS MAY BE ANGLED FOR PRIMARY FRAMING BEAM 9L (ENCLOSED)3A4 STRUCTURAL KNEE WALL CONCRETE SLAB WA6 x 6
c) 1OXI
ANCHOR PER DETAIL FOR PAN TO 0 WELDED WIRiE MESH
FOO'nNGW/(2)#iOx3/4* OR FIBER MESH C0114CRETE
GABLED FRAMES OR COMPOSITE PANEL (SEE TABLE 3.1.2 OR 3.1.5) 0 EACH POST FROM POST
NOTE: EXTRUSIONS WITH INTOINAL S.M.S.STRAP TO POST AND
FOR NUMBER OF BOLTS AND SCREW BOSSES MAY BLE
SIZE OF POST(SEE TABLE 3.4) CONNECTED WITH(2) MINIMUM#8 SAILS.x 3/4'LONG (1)114*x 1-YC TAPCON TO (1)#5 0 BARS W/7%VER
BEAM AND POST SIZES NUMBER REQUIRED EQUAL TO SLAB OR FOOTING M'PICAII
PEE TABLE 3.4) 1"x 2'MAY BE ATTACHED FOR Iii INTERII BEAM DEPTH IN INCHES BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS
6�ft
POST NOTCHED TO SUIT SCREEN USING(1) SCAI 1/2"-V-0'
#10 x I-11T 0 r FROM TOP 4"MIN. (2)#5 BAR
AND BOTTOM AND 24'0.C. BEAM TO BEAM CONNECTION (1)#5 BAR CONT.
SIDE NOTCH EO 0 CARRIER BEAM CONNECTION SCALE: 2*-1'-W Z-Cr MIN 3-11r(ryp.
ST_T BEFORE SLOPE ALL SLABS)
NOTE.ANGLE OR RECEIVING
SCALE::r-1-Cr CHANNEL EXTRUSIONS WITH
INTERNAL SCREW BOSSES I TTR
MAY BE CONNECTED WITH INTERIOR BEAM TABLES: w
W ROOF PANEL (2)#10 x I-1/r INTERNALLY SCREEN III VINYL ROOMS: -j 12"
3.13 TYPE I
(SEE SECTION 7) TYPE I TYPE M z
> GLASS ROOMS: FLAT SLOPE I NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE li cp < w
MINIMUM 08 S.M.S.x 3/4* a CC
LLI ii`�
1-31,rx1-3f4.x0.063" LONG NUMBER REQUIRED (PARTIALLY ENCLOSED)3" w No 1 E3: 0-r 112" 2"/17-V-Ur V-101 20
RECEIVING CHANNEL THRU EQUAL TO BEAM DEPTH (ENCLOSED)33A 1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL BEARING PRESSURE OF 1-'4ch[?SF z 0
BOLTED TO POST W/THRU ANCHOR PER DETAIL FOR PAN IN INCHES BEARING CAPACITY OF SOIL SHALL BE VERIFIED,PRIORTO PLACING THE SLAB,BY FIELD%OL (9 L) Z
BOLTS FOR SIDE BEAM OR-COMPOSITE PANEL TEST OR A SOL TESTING LAB. IV)
(SEE TABLE 3.3 FOR NUMBER G 2. THE SLABIFOUNDATION SHALL BE CLEARED OF DEBRIS,ROOTS.AND COMPACTED PRIOR-fro 0 -j
I FOR NUMBER OF BOLTS AND PLACEMENT OF CONCRETE. Lu z i= <
OF BOLTS) SIZE OF POST(SEE TABLE 3.4) 3. NO FOOTING REQUIRED Ill WHEN ADDRESSING EROSION UNTIL THE PROJECTION FF40 z 0 0 E5 8 1.—
BEAM TO WALL CONNECTION: B M 0 V) Zi UJ LIJ
(2)r x r x 0.ii EXTERNALLY#IOUNTED ANGLES TO WOOD WALL WITH MINIMUM(2)3/w x r LAG THE HOST STRUCTURE EXCEEDS 16'THEN A TYPE If FOOTING IS REQUIRED. SLABS SKkk E A of LLJ —
SCREWS PERSIDEOR(2)1WX<;2 1W CONCRETE ANCHORS TO CONCRETE OR MASONRY WALL ADD(1) MINIMUM OF 3-1/2'(4-NOMINAL)THICK. =)
4. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM ZSW PSI CONCRETE WITH 6 x 6-1%x 10 0 Im 0 cf)
13EAM AND POST SIZES ANCHOR PER SIDE FOR EACH IWCH OF BEAM DEPTH LARGER THAN r 0
(SEE TABLE 3.4) I'x 2'MAY BE ATTACHED FOR WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. -.1 < C4 z
0 12-
(S
SCREEN USING(1) (ALTERNATE)(i)1,V4*x 1,V4-kc-j-W4*x 1/r INTERNAL U-cHANNEL ATTACHED To WOOD WALL WITH 0 0
#10 x I-1/T Q W FROM TOP MINIMUM(3)3M-X 2-LAG SCII PER SIDE OR(3)1W x 2-1/4'CONCRETE ANCHORS TO CONCRETE OR 5.IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE 11 FOOTING OR FOOTh'NG w 0 p ii
POST NOTCHED TO SUIT MASONRY WALL ADD(1)Aii PER SIDE FOR EACH INCH OF BEAM LARGER THAN r SECTIONS REQUIRED BY LOCAL CODE,LOCAL CODE GOVERNS. Q 0 M 0 11 L)
AND BOTTOM AND 24"O.C. (SEE ADDITIONAL DETAIL FOR STRUCTURES LOCATED IN ORANGE COUNTY.FL) < � li _j < 11111
CENTER NOTCH POST TO CARRIER BEAM CONNECTION tBEAM TO WALL CONNECTION 6. IF A CARRIER BEAM OR FOURTH WALL FRAME IS REQUIRED USEATYPE 11 FOOTING MINIMLOJM. . C0 ILL U)
SCALE.:r-VT SCALF- r 1'4r SLAB-FOOTING DETAILS z
W
w 5
SCALE:11T V-Cr a
2'x Ir x 0.072'x 0.224*BEAM BLOCK KNEE WALL MAY BE M z C'4
SHOWN CONCRETE CAP BLOCK OR ADDED TO FOO TING(PER 25W P.S.I.CONCRI Q
ANCHOR ALUMINUM FRAME BLOCK(OPTIONAL) SPECIFICATIONS THIS PAGE) cl)
WHEN FASTENING r x 2' -J1
THROUGH GUSSET PLATE TO WALL OR SLAB WITH 6 x 6-10 x 10 W-W-III OR <
USII(3)EACH MIN. 1W x 2-1W MASONRY (1)040 BAR CONTINUOUS FIBER MESH CONCRkrTE
ANCHOR WITHIN ir OF POST ALUMINUM UPRIGHT
MENDING PLATE >c 0"e AND 24'O.C.MAXIMUM (11)940 BAR AT CORNERS AND CONNECTION DETAIL (2)#50 BARS CONT.*j/3-
KNOCK OUT BLOCKTOP 4) COVER LAP 25MIN.
O.C,FILL CELLS AND (SEE PAGES 3&
>C >c uj
3c RIBBON OR MONOLITHIC COURSE WITH 3000 PSI PEA 11� od
k k j
1-3W STRAP MADE FROM FOOTING OF MONOLITHIC ROCK CONIC.DECK II z
4
REQUIRED GUSSET PLATE SLAB IS USED SEE NOTES OF z 6d MIII
MATERIAL >C-11c k''k-%c k k>c k k a
(SEE TABLE FOR LENGTH AND >c >C k DETAILS THIS PAGE) 3_;� w. ., 1 11 3-irz 0
0 >C 6 1 III= MINI tj
#OF SCREWS REQUIRED) (2)#40 BARS MIN.2-V7 OFF -11 E r �-
z 0
>c>c-1 3c- -NC'>C 0 111 x ir x 1 IV BLOCK WALL GROUND 1-71 6 MILVISOUEEN VAPiOR
-%,>c >c 0 (MAX M c: W � m p
-c BARRIER IF AREA TQj BE (D L <—r-
-k-1 k ca 0 a
4)kk-k *ce KNEE WALL :OOTING FOR SCREENED OR GLASS ROOMS 11 ENCLOSED a I!
SCALE.114"-1'-V 17 MIN. Lu
ALUMINUM ATTACHMENT TERMITE TREATMEfqr OVER Uj z
CONCRETE FILLED BLOCK BELOW GRADE -�--ur MIN. UNDISTURBED OR
(D
W W N Y' STEMWALL1rxIrx1frCAUU. COMPACTED SOIL OfF L5 ul
UNIFORM 95%Rli j
3r 12' 1 2 11V-(r
36* IT 1 2 ] a. (1)#40 BAR CONTINUOUS DENSITY I 5W PSIF BFEARING x
-4r (1) (3 0
ALL GUSSET PLATES SHALL 4r 1 r w (1)#54 VEFII BAR AT MINIMUM FOOTING DETAIL FOR STRUCTURES IN ORANGE COUNTY L- ;t 0
BE A MINIMUM OF 5D52 H-32 41 FL RIDAI 3. d
ALLOY OR HAVE A MINIMUM CORNERS AM REQUIRED FOR STRUCTURES/BUILDINGS OVER 400 SQUARE FEET!NLY
w W D.C.MAX FILL CELLS wt SCALE: 1rX=1'(r
YIELD STRENGTH OF 23 111 w
3WO PSI PEA ROCK NOTES:
CONCRETE 1)ALL CONNECTIONS TO SLABS OR FOOTINGS SHOWN IN THIS SECTION MAY BE-USE6VITWE
db-DEPTH OF BEAM ABOVE FOOTING.
da DIAMETER OF SCREW 8"x 12*CONCRETE FOOTING 7-
WITH(N)#5 BAR CONT. 2) KNEE WALL DETAILS MAY ALSO BE USED W/THIS FOOTING.
-44 2,& 3- W LOCATE ON UNDISTURBED Tawli
2d. 3)ALL APPLICABLE NOTES TO KNEE WALL DETAILS OR CONNECTION DETAIII Sli
NATURAL SOL SHALL BE COMPLIED WTTH.
TABLE
2'xfrxO.05(rxO.12lr OEM TRAP 8'
I=SM E L
9
UPRIGHT SHOWN Stm 1=1m NGM, ALL MASONRY KNEE WAII SHALL HAVE A FILLED CELL AND VERTICAL BAR ALL CORNERS EXISTING FOOTING NEW 4rAB
rxr J4)912 1 2_-_
-1c
-f-x7- ;14 — 1.3-IrZ CONCRETE SLAB a x 63-10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE
14i IZ 14ig
4 114' (UNDER SLABS HAVING STRUCTURES ABOVE COMPACTED CLEAN
_W-_j VISQUEEN VAPOR BARRIII
X 'j
to) 1rr
FILL OVER(SCARl ii SOIL 90%DENSITY
ALL SCREWS 34'LONG
1. FILL OUTER SCREW POSITIONS FIRST UNTIL REQUIRED NUMBER OF SCREWS IS ACHIEVED. 2.LOCAL CODE FOOTING REatUIREMENTS SHALL BE USED IN LIEU OF THE MINIMUM FOOTINGS I 1=;;l I F. Z.4 EET
2- SEE TABLE 1.6 FOR SCREW SIZES&NUMBEP, SHOWN.ORANGE COUNTY FFOCTINGS SHALL BE A MINIMUM OF 17 x 1Ir W/(2)#50 CONT.BARS
3. GUSSET PLATES ARE REQUIRED ON ALL BEAMS 2*x r AND LARGER. FOR STRUCTURES/BULDIWGS OVER 400 S.F-- - C2)#5BARS'DOWELED INTO
EXISTING FOOTING W/EPDXY t2�3
4. SCREW PATTERN LAYOUT W/SPACING BETWEII SCREWS GREATER THAN MINIMUM IS r EMBEDMENT, 25-MIN.LAP
ALLOWED SO THAT EQUAL SPACING IS ACHIEVED. RAISED PATIO FOOTING
GUSSET PLATE SCREW PATTERN FOR BEAM TO GUSSET PLATE CONNECTION KNEE WALL F(20NG FOR SCREENED OR GLASS ROOMS TYPICAL CONNECTION OF PROPOSED FOOTING TO EXISTING FOOTNG
SCALE. 3"-1,-o* SCALE.- im,x v4r REQUIRED FOR STRUCTURES I BUILDINGS OVER 400 SQUARE FEET QNL-y
SCALE 11T 1'4r OF
Q "Tr :�i
P
IF
ij
N
Table3A.1-11110 Allowable Edge Beam Spans-Hollow Exbmsions; Table3.11.11-1130 AilowableEdgessant spew-HollowExtnislons; Table JJ.2.120 Allowable Edge Beam Sports-Snap Sections
For Semen or Vinyl Room# For Semen or Vlnyl Rooms
For Screen or Vinyl Rooms design load of 27 f1SF(50 VSF for MruL Cantilever) For 3 second wind gust at 120 MPH velocfty;using design load of 23 NSF(43 VSF for Max Ctuffflever)
For 3 second wind gust at 110 MPH velocW,using design load of 20 WSF(36 XSF for Matt.Candleveo For 3 second wind gust at 130 MPH valotftr,1P$lng Atunvinurn Al2%
4
SM T4 AluWnwn oy SM T4 2"x 2*x 8.055. 2'x 2'x 0.044' xon Z"x 3"x O.CW Snap Extrusion
rxrxo U.I- 2"x 2"x 0.044" ordwnection,cr) Load max 'U I(bandkv W or deftection'cr] oad maxx so 'L'I(bendinmo 1b)"owr cU*n'd'
X9),W - Load MmSpa V I fbandins V or Load May-S 'VI(bandi W SW I - Wdrh M) I&2 Span 3 Span I 4SW Max.
Load Max 3 lut W or on'dl, Load Ma)L 3 V I(banding W or 'In Width(ft.), width(fL)I A 2 Span 38w 4 Sj- I Mas' I A,2 Span 3 Span 4 cantilever candlover
WICIft at)I A,2 a- 3 Spon 4 en I "- Width(fL) I 8,23pan 3 SW 4 Span M- I A,2 Span 3 Span 4 Span cwowfw
SM rntiiwr Cmdu"W 3 C-r d FAT d 9-10' b I 1'-T d 5 F4' d r-r 0 r,7 b 1'.6* d
5 C-V d V.W d S-r b 11-11 It 6 4-r d Fr d F4r b I-r 4 S T-1 I' d W-r b V-T b .1,� 4*-r d F.T d 6 s-i 1, d r.V b C-ir b 11-V d
- a T.V d 4'.r b 4-4- b F--,,r--d 6 3A I' d 4*4r b 4'-V b U-11' d I Wr b I'-I* d 7 F-O' d V�T 6 V-7 b 1'-4* C
6 C-I' d 4%11' b V4r b 1*.Cr d 6 4'.4" d V4r d y-T b 11-1* d 7 4'.2* d 5'-1* Is V-1 V b I-T d
W-17 b 1,4r d 3-r b T-11' b -F- 7 T.V d 4*.V b 4*-2* b T-11' d
1 7-11* d 4-r b W-r b Ir-11' d 7 4'-r d 4'-Il* b 7 . Fur b F.1F_d 9 4'.V d 4*.Ir b 4-r b &-I I' d I S-r d &-I' b F-I V b 1'4' d
I Tr- 4%7 b V-r b 9-11* d a T-11' d 4W b f4r b 7-11' d a T-7 b T41* b Y.r b 5717-d T-r d r4r b Y-1 V b (r-1V d 3,-iV d 4�-r b 9 6.2' b V-S' b F-r b 1.3' d
d T.S` b T4r b 7-r b (r-IV d 9 44" b 7-1 V d
d
-9 T-r d 4,-4r b V-11* b V-Itr d 0 31.1(r d Wr b rT It 9-11- d 9 T-1- b Tr b 3-4- b
3..r b -q-F d 10 T.3' b T-r b T-r b VAT d 10 1 T.r d I 4.r b 4'V b 9-1 V d 10 1 CAT b &-r b F-r b 1',3'_1.
- 7.11" b Y-r b 7-11' b 7-IV d 1 1 47:F�bs-r -ti I Tcr b 1.. 4
is T-V b X-Ix b T-W b C,_1V d 10 34r d 4*-- b Cr b 7-11* d 1 10 4 0'4r d T, , :b� -
11 3--r b b 3%V b Cr-IT d 11 7-rd Tiv b I-1W b C`IV d 1 11 7-1T b I YZ b I X-V b q_F d 11 T-1- b 1 4-1
I TF,:.KF3 b
12 7-11' b 1 -6 (r-r T.9a b Q--IT d 12 +4'-Y b 1 4'-V b I C.i(r b 1 11.2* o
�Od 1.3- b L12- b d
12 T-11 b Tr b 7-4- h CY-10- d 12 4*5" 1 LT-Ilr b T_r b a,IV 4 12 74r b I T-T b 1 7-11',
T 'x2"xO rx-r x 0.)TV 2"x 4'x 0.04S"SW Exbwlon
3'x2"xO a V I to" knoVordtfiectim
3'.21 x 0.045' 3'xZ'x Spa 'U I(bondina W or �n Load maxx a
Land M=L Saw IV:I O�wndd W or deflection'dl Load A=S 1:1 War N cm, �n Lo" Max V I men"cK Wor Load LUx. kux. Wift(N I&
Width tfkL)- - NAJL WMth 0"1 S,2 Sim 3 Span 4 Span 2 Span 3 Span a- a,nt1Wver
Width I&2 SW ,,Pan 43,- ' I S.2 Span 3 Span 1 astute Width I A,2 Span 3 Span 4 Span Conti
nt""Of mm- 5 r.IV 4 &.10' d S-11* d 1.11' d
d T-C d S r4r d V.V d F-F b -Ir--L - 6 5-(r d C-7 d V-4* d I-r__d
CAI' d V-1* d W-r 0 1.2' d 6 &-r d 6*-IW d 1 6 4'.V d V-1W d V-IX b I-- d 4-r d 6'-r d 5*-r d TAT d
4,4r d F-V d F-V b 1.2' d 41 5'.r d CF d V-r d 1,r d 6 C-7 d 9-1* b 4.11- b IW-d 7 4'.S` d T-r d T-r b V-1' d 7 4-7 d 5-3r" d 54' d 1*-r d
V-F d f-V d 6'4' b 1'.I* d 7 4�41' d W-r d 6%.T d 1`-r d 7 Y-11- d 4�-r b V.r b PT-d 8 4'.T d 4*41' d V-1" d I'4r d
Cr d F.I* b 4'.Il* b 1.V d a 4'.V 4 6-17 d S-If b I'-- d 5 TAT d 4-r b W4' b (YAT-4 a 4'-C d 5'.W b 64' b 1*.(r d
4%t' d C.i(r b W4r b 0.11' d 9 4-r d 64r d -W-r b I'A' d 9 T4r d 41-r b -T.V-b -Frm-d 9 A'-- d W-I V b 4�-Q` b V-11' d 9 T-il' d 4%r d VAI* d l-r d
10 Y-1 11 d 44r b 4W b 9-11' d Is Y-r d 4%11" d 4�-V d 1*4r d
It 3'-Il' d 4�-r b C-r b 9-11* d Is 4.6' 4 V-W 4 s�.r b 11-10 d is Y-W b Y-11' b T-IV b F17K_d 11 3!.I(r d I L-E t !'-C -II- d 11 1 34r d 44r d V.r d I%W d
Y-IV d 44' b C-3' b I U-11' d 11 �C_r d F-- b " b 1'4r d II Y-4* b 3%r b 74r b 17- d <
,f.r b 4._ 4'-W d I'-V d
b 1 V
12 TO d I OP-11* d 12 1 3,4r d 1 4, D
12 74r d 4*-- b ! W-I* b 941* d 12 4!-- d C-11" b -C.IV b I'4r d 12 T-r b I Fr b T-r b 0'-IF-d 2,24,XCM, Notes: ad z
W_ - rXeX0.1ow- 2"x 3"x O."r W 0,;;;� Load ku)L Spa IV:I Monts War.0 "� V1 1.Above spent do not kKkdo length of tomes Add horbmial I trom upright to cmda of brace to boom (n < Uj
Lased Max-Open'V I(bendinv V or V1 Load Max.2 'U t(barrmlift W or �n Load Max.Spa "VU I Yfift(fL)- connecftn b the @bova spens for lotal boom apans.
Width(IL)I NW1_ I S,2 Spent 3 Span 4 Span Z Spane may be iniarpoistod.
Widet P4 1&2 Apan 3 Span 43W '"- Width M4 I S,2 Span 3 Span 4 Span M- &2 Span 3 Span 4 Span C.W�2=
Cantilovef Candieved -_- 0 2- b V-X b r-r b I 1--r d z 0
0 C-r d r-C b r-l' b 1*.tr d 5 r-11" d 9`4" b r4r b 11-11' d 1 6 r-r d 6--r It V-1- b IAL_ 5 T.
a W-r b s4r W' d 5 6'-r b r4"_b T-I' b I-r d
6 r-r d Ir-r b V-V b 1*-V d 6 r-r d fr4r b Vr b 1--IV d I - ST b 17 6-1' b 6-W b V-r b I-r d _j U) Fn (9 0 LLJ
_7 F-W d W-r b V-11" b I-V d 7 r-I' b T-11' b r-r b I-W S. I - 7 4--r b 57-4- b V.2- b 17F-d 7 6'4r b V_r b Vr b I'-F d Table 3.1.2-130 Allowable Edge Beam Sports-Snap Sections - 2 LU z -j
V_r b S`V b 9-r b 1-7 d a ir.r b T4V b r-2' b 1*4r d a 4'-S' b 4*-Il* b 471F b I 7_1 a - >
r
4'-2" b 4�.r b 9 54" b U-11' b 64r b I-W d For Screen or Vinyl Rooms z 0 a CO
4-7-b V-L-!L <
r.IV b 5'.W b W-T. b V-3" d 9 VT b V-11' b V-9` b 1�r d V b V-r b F-V b I'V d design load of 27 XSF(50 WSF for Max.Canillever) 0 (1) _j Uj i.-
F-2' b 4'11"-b I'-- d 10 _17-11- b Fr b V b I'4r d :1 Y-11* b 4-W b W41 b .1.r For 3 second wind gust at 130 MPH velocity;using W -
T.1V I 1V b 1 5�F b T-r b 1-4' d AhmOnum AJ1oY 6M T-6
1'.2- d 11 U4r b 1 64' Fj C-10 b 1'4r d b 4',T b 4-4- 1 d 12 R-W b I 5'-r b 64r b I'-C d W4'SnoExtrWM 2-X3 X0 non vston D Cf) C1
W-r It X-1 V b 4!-ir b I I I rx xO! Ca C)
'12 A V-r b 44r b *.r I'-l* d 12 5.6- b I v-4r b I s-i(r b 1--y a 12 3*-B* b 4.1- b Y-1V Load KIM= VI(bndingla'ard n 14r) Load MMSPOUVi(bend Wordeflection'dj C) Z
Um
Not": Width M4 NIUXL Width(IL) 3 Span 4 Span ca"Iflaver
Nabse: 1.Above spern do rot hckxie Weth of Jaw bract. W hwtwnW distance ftm Wight to center or brace to bum 1&2 Span 3 Span 1 43;man a,,itea 1&2 < C.4 0
1.Abpmopenadonot' A-1 leng1heflowakescs.Add hortmontel dmianme from tqright b c~of brace Io bm connecdo to the above apene for Intel beent apm 5 4*-W d r4r d I C-C b T-1* d V-V d I r-l' b F4V b I-S' d
.-I- d "V d
d '-r d
d " d
d S..J. d
4...Wd4 d
44 d 4., d
4-4, d 4.:r d
d 4. . d
0
"Ll
owenclon to the spens for bakel basm spara. 2-Spans rnry be Interpolated. I VZ d 6.1' b 1 41-11' b I'M d d I b b I'Le d a D W_ o 0
2.SpwWnWb$W-P01a1O& b 6-1V b T-4' d 0 0 CE Q
7 31-11' d V-S` b r4r b 9-11' d t < 2 _5 < (n
1 7.10' d Wr b V-r b 0-11" d I.V b�� b SS' b I,T d Ca LL
I 34r d 4!-r b T-11' b U-11' d 1 9 W4r b 1 64- b V-i* b T-T d 2� 2 V-
go BUM SPVM-Snap Sections I' W
TabW3.1.1-120 Alowftsidoo"osteeSpew-Havew Edtruslons; Table 3.12-110 Allowable Ed IS _F.F_b _F71- b Y4r b 9.10' d I is 4'4r b I V4r b 4'.IV b TZ d LLJ
T For Semen or VW Roorffilt 11 3'4� b 3-4r b 3,-r It ty-ur d I ii 41-r b 4�.r b V4r b T-I' d
"'A 041 Vs1o.V, .9 design kd of 23 VSF ;,uslng design load of 20 XSF PS XSF for M83L Cantilever) 12 -7.-F b Tr - M z C4
For3amemOuidgltat (43 XSF for MIOL Cantilever) For 3 second wind gust at 1110 MPH vWocW. 31_- b 3-r b 174r b 9-1(r d 1 12 b 4!.0 b T-1' d L)
IN rd" Sm T4 2r,a r x Snap ExOusion CO
or 2'x 2"x OAW anon Load MaL Sw IV I OwndIngg W owr
Load ,idjoL Span V I(banding W or Vn I LOW MICL Span IV I(bemnding W or do.- Load MaL IV I Word I - Nn
Lood 1110x IV:I W awr MiOL I width r4- INOX. IS,I Spwj 3 Span 48pan
Wldlh(n4 Nhm 04 Width ift.) I&25pen 38W 1 4ftso Cato. CanUknW
&28pw 3 open 4 Op. aniflay., wid"' 111&2 Spoi 3 5W 1 4 Span I&2 Span 3 Span 4 Span r-r d I v4r d 5,4r d i,-i(r 4
5 r-r d 9-1* b v.itr b 1'4r d 5 1 r-T d I ff4r d I 9-C b 1%1' d I a r-11' d V-I* d 6�.T d 17 d V4r d W-r d I r-I 1* b i,-r d r.T d I F-r d F4' d 1-T d
6 7-11* d r-r b 4�-W b T-Ii' d I r-r d 1 &.0- b I V-10- b 1-4r d 1 6 4!4r d F.V d 77-b 177 d I C-T d r4r b r-r b 1*.V d 3--11- d I V41- S�W d I'4r d
T.r b 4--l' b OP-1 V d ? S-11' d I ___P4 7-1 d 4%JW d 1%r d
_7 T-r d 4%r b I 414r b 7-11' d I I C-W d W-r d W-7 b VAL-
7 11- d 1'-W d 4%r d
I T-r d 7.11* b S-IV b V.IV d I 3%r d I W-C b 1 V-7 b 9-11' d I I 4-T d V-1' b 4*-11' b 17 41 8 F-r d, 3' V.r d 4'.S` d_ i-r d
"L' d g I;.
1 74' b Y-r b X4r b 01-1tr d 9 TO d I C-I* b I 1-1i' b O.iV d I I C.I* d C-10' b 77 b W_t F-W d CZ b T-il' b 1'4� d d I-W d
1 S�X b 5'-I(r b F4r b 11-r d is T-r d V�S` d 4-r
T.W b I T-il' b I X4r b WAV d I Is Y-11' d I 4�-r b _4�.r b d 11 3'-F d 4%F 4' 0 T.W d CO
T-r b T-r b 7-W b OPAV d 1 14 ! 20 W-1 11 b 51-r b Z_ ;1
Is b I $-r b W-10' d I d 12 3W d I 4*-r gd
.E=
d 11 AJ JL
b T-T b Cr-V d 1 11 11 3�0` d I 4W b I VZ b C
-10" d I T-r d I 4'-r b I d 12 1 r4r b 1 F4- b b
12 b Cr-ir d 12 b I 3-r b J.W b Ir 12 Now= upightlocemom otbrocelob"M
rxrx rxr I x x
Logid khm V I(bowulng W or Load Max.Span V I(bandine W or deflection'in I Load AUIWL V I(banding W or to See Own spers fortotel beern epsm 0
WkNhp4 Max. Width(M 2.SpmmnW be Ints"Olefed. P. OP
I&28W 3 Span 4 Width Mj I&2 Span 3 S;OR 4 Spen 3 Span 43pea C CD
Hi� Wr d Fff d
Or d V-10- d F-10' b 11.r d S W.4* d V-r d d I-T-d- 5 Jr4" d V-I' d
r.W d Vr d _5`4' b 1%.I" d o V_111 4 F-T d W-T d 1'-r d 6 4%W d SAr d F-1V d -17M-d
,V-r d V-I" b V-11' b i*4r d 7 W-r d &-IV 4 6-11* b I*-- d 7 4W d V4r
d -7--rd I
4-r b 17-11' d a 4'.W d 5-r d " b I'-I* d a 4'-T d V-7 d TZ
Zr d 44r b F.4- d - _d
It W-11' d I 5-r b 77-- d 9 4'-J* d S.T d S-4- d 117-d
T.11' d 4'.r b 4'-C 44" d U-r b 0: U.
Ul
V-11- d 1'-F-4
is T-r d 4*-r b 4�r b W-11* d Is 4*-r d V.1' b C-11' b I14r d 10 S-11* d V-141" d C:
1111 1 V.1' b V-11* b V.Ir d II W-1" d V4V b *-r b CAI* d III T_IV d 4!4r d 4!-r d
T.r d fl 0
12 Y-r b I X-11' b .74r It U.1ir d 12 7-11* d W4r It r4r b W-11* d to
x
r4r d, e-r d r4r d I I
2"4affinalit ter "r Nobw
LOW VOL Som 1:1 Powding*Kb*w deftedien�n Load LUx Seen%V I(beading W or 1.Abmv spone do rot inckaft langth 0,Wme bw;L Atod htxtmi I hurn tvdoW to conlet of to bearn, 0
wide,(R4 20W 3 4--__ -r- NboL CU U
S. Span C VaIL vndo M.) connection b the above spene for IM beem Werm
wftaw.w 1&2 Spj 3 open I 43pwo Candlever 2.Sp-n"be'
14r d ir-Ur b I " It i-r d . 6 r-r d I r4r b I V-W b V-17 d
t-& d W-r b W-W b 1'4* d 4 r.1' It I r-11' It I r4r b 1-V d
S-r b F.V b V-r b I'.T d IF S`.r b T-V b I r-r b I'_r d
r-IV It 6-r b V�r b T�r d I V.r b IV-11' b 94r b I'_r d
Cr b IVA' b V-il' b I'-r d I F-Ur b " b C-r b I*-V d
r-1* -9.4' It 4,-ur b r4r b v.v d is 54r b F-r b 6-11' b I'W d
11 r_I* b 4!-r b 4-r b T.1' d II F-T b 5-17 b 94r d
b
F 1-2 t T-11- b 4W b r-T b i%l- d 12 T-W b S-r b
1.Above speas do not induds length of low brace,Add I dtokoc-6- prift 6,wrier or broce to beent
blo-h- F spons for rated beent spoins.
2.Spores rany be'
ftf,4
Table 3X34 10 Allowable Edge Beam Spans-Hollow Extrusions Table 3.3.3-130 Allowable Edge Bearn Spans-Hollow Extrusloffis Table 3.3.4-130 Allowable Spans For Fourth Wall or Miscellaneous Framing Seems for Glass Rooms I Enclosed Structures
For Screen Rooms Converted to Glass I Enclosed Roormi For Screen Rooms Converted to Glass I Enclosipd Rooms For 3 second wind gust at 130 MPH veloW,using design load of 32#/SF
For 3 second wind gust at 110 MPH velocity;using design load of 23 WSF(36 WSF for Max.Cantilever) For 3 second wind gust at 130 MPH velocity;using design load of 322�"F(50 WSF for M&L Cantilever) AS an T-4
Aluminum AN"SM T4 Akx"kwm Alley SWM0 TrItot"
"k,seflAtsong C-Ir I W-O' I Ur-11" I IT-r-1 W-0-
2'x 2"x SAW vd$raw Cap Anschood I,X r x O.DW to 2"x r x EidalJorog rxrx &Wood Snap Cap Attached I"X r X 0.044"1, XrX no searns M, -Ti 20--r I 27-W 1V4)-
- V I(1oewmWdh%vu W 9wr d6a Load M&xS nV I(bonding Wor deflection'dj V/(berWing Wor d. 'dj Allons" V I bending W or denoctiontr
Load Mnm P* Load MwL Span IV:I W or dorflecticro'cr), Lead Mums
Wtft(fti Width ft) 14101L Wkith ffL) M" width -- MCL 2'x4*xQ.SWxG.I0r V-r d r-I' b: Ir-" to &-r to W-1 I' b 4�-S` b! 4-4* to 4'-1* to T-11r b Tr to T-V to Z.5' b
I A 2 Span 3 Spa. 4 Sp. I&2 Span 3 Span 4 Span Caniflo"r I&2 SW 3 Span 4 Span Crotileveir (IL) pW 3 11pan 1 4 Span C....,,r 2"xrxQ.D50*x0.I00" 11Y-I* d 1r-W to r-r b V.V to W-r to S-W to 64' to 6.1' b 4'-V ; L4* to W-7
f-r to F-I(r to 1.4' d 2'xrxc.csrx 12r 1 I'-l(r d 10-l' to V-r to r-10' to r-r to Fr to v-2- to Fur to 5`-r Pr t __
5 S-r d V-T to f4r to 1-4- d 5 Ir-Cr d 7"-1* to V-1 I' b IW d 5 r4r d T-T to S-I" to 1-7 d 5 5'-5y" tro to I F-1 b! , to 4'.10* b
6 W-11" d F-r to S4r b 1,r d a V4r d W-W to Ir-7 b T-5' d S 4W to R-10' to 4�87 to l-r d 1 41-11, tE SW to 5-4. to l-4' d 2"x r x aAw x im2o, IT-V d I 1'.r to T-I(r b V-10* to V.1' b r-S* to V-11' to V-?' to W-3' to T-11' bl T-V to &-r to
7 4--r d ST b 9.1' T I%r d 7 5*-4* d W-W to V-10' to IW d 1 T-11' to 4-r to 4'.4* to I'-I' of T 4*.r _ V-1' to 4'-Il* to 1'-T d 2"x r z ciisr w(homan, 16*-4' d W-r d IZ.11*d 11'4r to 11W to 9.11* to W-r to W-g' to W.4' to 7"-11' to r.r to rT -to.
4" to 2'X 11'z 0.07r z 0214 Ilr-r d W.r d Z-V b II-r b 10'-V to r-V to W-T to ir-r to 6*.1* to 7"-r to r-I" to
I 4*-r b 4!-11* to 4W b I'-- d 8 S`4r to 5*4r b T-r to 1W d 8 7-V to W-2' to 44r to IW d I 4ZF-? 4,4r to 4'.r to I'-- d j
to to
9 b 4*4r b W4r I'-1d -9 r-V to 5`4* k, W-2* to T-T d 9 T-W to T-I I' to 3AIr to Cr-11' d 9 4;. 4'-r b -��-4b 2"X r z oo7r x amt' IV-r of 16-11'to IT-10'to 1Z-C to W-7 b 10'-r b 9'4r b W-r to-F.r to V-14- tol -11- to r
10 to 4W b to SO t, I! Tf to W-11* d 4-31* to 4'-1' to R- d 2"x r x QAW x UW 174r di If-r dj 11,rl di to IIW b W-fir to 1(Y-1' b W.r to T-r tol V.V to S-5- to
1`1 3 4r bi 1Z-11*bi
4�T b C-11' to 4'-ICr to T-r d b Y-Ir to Y-r 10 FXI0`x0.09rz1L349' 27-10* to
AF-T to I'-I* of 10 -37'10�- . 1'-1-jd dl 19-11-di I III Wll� 1.1 IZ-- to 11-4r bl 10'.1l'bi IOW bi IdW b
12 � to IW d 11 44' b 4'-IW t, I-r d b 3,-r to 3--r to V-1 I" d I I 3ZF 4.1- to 3-41- to
7- ; 4'-W to 7-11r to V-11' d 12 4--l' to v-r t, V-11- d 12 Fir�7-11�* b W-92 to
2'x r x oA4c to r x r x Extreme 12 3-4r to 3-V to T-r bT 1, d Tributary
Double Sa-111,11dw rr I r-r I ro, I lo,.r I jr-r I I
LOW MWL 1:1(berowng V or rxrxo.&wb,r x r a Eidstirog Boom EMM Ir-0`1 2w4r I =.v
V1 Load 11103L 3 V I(bendrig W or deflecdon'dj Abcoorable Seen V I banding W or deflectlen%r
Width M.)- Width tft.)
I&29W 3 Spero 4 Sp. 1140L
cwduww I A,2 Spain 3 Sim 4 Span MWL 2'a A*a MUM z 4.22,17 21'-1* dl Ilr-W d 15W dj w-r dl IT-r b 1z4r tol IZ-W tol il-w tol lw-i(r bi 17-5* to 9-11' to
5 r-V of 5-40' d $-It' d I*-II- d earruk on 2'x r a 0.07r a CM4* �� d 2�1-211 WT Id IT-T dj IV-11-N 14--r tol 13-10-bl 13-4r bi 17-4- bj II'-W 4 11--r to 10--icr to
I e-V d 54r d V-r d J%r d-' 5 V-W to V-r d 5'-C of IW d 2,xrxoAwxo-vr 24--r dl 21--r dl IW-r di IS-1- dl Ir-1- dl 1W-Z' di IF-2- tol IW-4- tol 17-r tol 17-11-M 17-V b I I'-Il*b
6 Y-I I* d 4'-11' d S�W d 1*.r d 2'xI0'x4.09rx4.3s2'2F-I(r dl 2Y-r di 2Z-IU'dl 2i*-r di IW-I I*di IVA 1"dl 19-r di 1r-- bi 16-4' bi 1"-7' tol W-1
7 d SW d F-C d v4r 7 T4r d W4r d 4*-W d 1W d
o 4'-W d W-W d S-11' d v-r d Note.
9 7-11 1 3-r d 44r d 4,-r d IW d 1.it is reacrionnanded OW to engineer be ametifted an onto,wAsoefienemn han to b"m tat mom then 47
L Spans am based on 130&4.P.K wkW iW plow dead lead far hown k
d 4W d r-W d Vr d 9 T-C d IV-C d 4--W d 1�.S- d <
It) T-r it r-W d 4r d 1'4r d Is 3.Spank noessooKed kom -r d ccronacbm Io ftada or wal cpnrw*on6 D
I I a- d d 4.Abom opens do not W=kA@ WVM d knee brace.Add h000rbontal distance bm Lqx%ft to C~of brace Ic bum connscilm to to atom"ne for wW
3*4r d r4r d r-r d I-r d S., d 4'-(r d ._4: d boom spent. z
12 U)
3--er d, C-C of f-F d 1'.W d 12 3--r d W-11- d I T-11- d I-,r d 6-Sp-nvoy be Interpolated- C0 < W
Not": Nab":
I-Abcva I do not irasLak`Wgth cfkrw@ broloom.Add hwftwW distaroce fmm UWWA 10 cardoor of brace to been 1.Above opens do not kxXode Wqih of knee brace.Add hortowtal diatence fi,Up4N tO center Of brace 10 beam z 0
cmnection to ft above spans for WW towerom spare,
2.Spans oney be Interpolated. cordwicilon to ft above opens for bW beam spens. 0 z
2.Spans nay be inoterpolated. 0 21
z
> W z
Table 3-1-3-120 Allowable Edge Dom Spans-Hallow Extrusions Tabl*3.3A-110 Allowable Spans For Fourth Wall or Miscellare,01ps Framing Beams for Glass Rooms I Enclosed Structures Table 3.3.5-110 Allowable Spans for Ridge Beams with Seff Mating Beams - 0 - im
NISF For Glen I Enclosed Room* > co -1 Lij <
For Screen Rooms Converted to Glass I Enclosed Rooms For 3 second wind gust at`110 MPH velocity;using dossign load of 23 - 0 0
For 3 second wind gust at 120 MPH vetoW,using design load of 27 NISF(43#SF for Max.Cantilever) At nwn Aboy SM T4 For 3 second vAnd gust at 110 MPH velocity-,using design food of 73 WSF W -
urninum AXw SM T4 WkM If D Cl)
S M ca)
2"a 2"x DAW ad Snap Cap Anschad Single Self-Morting 4--V I r-0-7 r-r I IW.0- jrr I F.C. W,Purffn z
Load M=L Spent V I(beading V or -4 0
i,xrx*.ow to rxrxExkSV somm Ir-r I Ir-r I 21r-W 1 77-0- 1 W- r 26-r Self Mating Sections W4r r.,r < C
Width M4 Load Note. wilberml Werdaractian%n Span .,It W or deflectl000n Nr bin Span be ing W or deflection W
--Z
M.L rxrx0A44'x(1ADV ir-I* d r.il* W rr to SW to F-11' bi 5-,' _b F-I* to W-1(r to 4-r to W-V to 4*-- to: 4%V to 2x4'x0JWx4.I0r 1W-r b W-4' to ir-V to V-I' to r-r to r-r to W-11* b Vr to
111,2 Span 3 Span 4 8-1 C.. 1&28P. 3$pan 4 Span IC M-L I ' to 16
I antlever rxrx0.0Wx1LIQr. IT-4*d sr-I(r of 11-11' b r.1 I' to r-4- b Fy to F-4- b VAI- b 94r b to F-2- to 4--li- to rXrXo.050,X0 -S' 11W to I(r-r to -11' -AV V-" to Q C)
4'-Il* d V-r b .10(r IZ b 7 to�sr to V-11' to 1Y-r to W-7 to
v4r b I'-r d 5 SW d W.r b V-C to T-S' d r x r x 0.05V x 0.12r 1Y-r d W-r d I(Y-4' to W-�T to lVr-6* b -r-- to V-r to b W-11' to S%-r b z-xrxooso-xc.12r i4,-r b IT-4" to 17.4' to ivr to 1(r-11' to 10W b W-1(r to V-S` to --4.
ILU, b r-4- b W-11 < W
a C4r d V-W to S-J* to I-r d 6 F-C d F-11' to V-10` to TW d r X 7-x MISS"x CA20" 1&-I*d 1,T-r d 11--r to 117-5- to 74r to V-r-b `r4r b r4* to r.(r to 6`4r to " to rxrx0XWz8.I2r IV-S' b 15*-T to IY-11' b
ix-ir to 1r-r to 11'-8' b II'-1* to la-r,to
lb
7 X-4- to R-tir to $%W to I%1' d 7 W-11* to V-r to W-4� b I-C d rX7-X0-05S'vd1roonrt 19-r d IF-11-d 14W of IT-V d I F-r-d I b 1W-11-to 101-C b 94r to r-V to V-1 I' to r-r rXrx0.QW%,(hwm 21W* to 19'-11- to IVr to Ir-4- to ISW to 15-4r b I V-V b Tr-T W
t4 I'_
I V-16 to C-S' b rxrxoo?rx I to IW4r to 1&4r b 74r to W-I* to W-W to V-41 :3 0
__�457 to IA' d 9 4W b 5�-r b.=!4b 1,T d 0.22C 1S`4r d IV-r d W-Ur d 17.6" b 17-T to I - t r X o-x oo7r x aiw nr to 17-r to ir-il- b ir-io, to is-ur to IS-W to W-4' to 17-r to W 0
I to III or"
2'x r x 0.07r or QMV 2T-i' to 21'-V to 1W-r b I" to 1r-r to IV4' to IV-W to 1'r-Ur- CZ4
b I to 11
I T-Itr to W-T to It_, b -(r rxt`x&.07rxe� W4r d 17'-11*d IW-T of 14'-r b IF4 to ICr-IU'b 11r4" b Ir-11r to 9WW b lr-�V
I' d 2 4-r b W-11' to -1 b T-- d t to z
l-2" d 11r4r d,Isr-gir g '4r d i4r-r i V-4' to r1,0A b, il 2��j4 1
iii z4r to 04" to 7-11- b W-11' d 14 rxrxo.oarx =21:Ed i 174r to I1'-II*b 11 ---
4W b 44r to t rxg"zo.*wxcjir 25W b 2T-I* to 21'-r to IS*-Il* to IWAV b M IV-4' to C
to 7-1(r to " b 0'-Il* d 11 3'11* b 4'-W to T-b- 1-4- d ;.T to t I 2T4r b 24-4r to I 274r t
to 1F-T b r bi rXIrXq.0WFX03RFrW-r to W co
.,r 22W IV-I(r dl Ir-r to 1 -4- bl IFF 21 b 1 N b 1Q`4r to
2"X IQ'X 0.0sr X&3091 dj V di is 14 .11 bi IV
Make:
114 b T-r to " to 0'-11' d 12 4'-1* to 1*-I* d
rxrx8AWso rxrxFx**V 1.Glass Pamna:The addition of wwroirourn Anowns Wwok *0 glen panes tied,am designed 10 110 MPR wind bad <
Daubki �L�Osd!n
LOW se""a" -r-r I F-F F-F I IFF I I 4rr-, 2r4- I 2rr requirervards to to scave tipeod stem incresson ft s000ngtj so stood additional boning Is rot naqAvd.
lux a IV:I W W Ing W w deflection W 2.Tobin assum exhision I 'wbh bngw vaboxim dirrosonsion parallel 10 applied load
Width M4 IA214m 211pose 4 Span 19WL rxs"xo.o?rxu 27-r d 27-W d 18�8` di ir-4' d IV-4* of I!W &Spens PW be Interpolated.
Candleveri . F_F : d 14?-1 d! 14�r b IT-W tol 17-IOb 12-T 11W to
5`4--r- rX9"Xo.8?rx*2 W-I 20-4r di W-W di ir-11-d -1 115-3- do IS41- .1 4-" .1. -11'to 13'4*to 17-r b
5 6-11, b v4r d d IW d d d i
6 W-7 d 'S' d 27_1 d 21'4r dl Wr dl IW-T d di Ir-r Table 3-3.5-120 Allowable Spans for Ridge Beanie with Saff Mating Sam
r a r x O.Oar x 430r 27.5' d I to IC-r to Wr b
3?-2*of 21r-1.
V-7 d 1 94' d `r4r d rxlrxonrxL d IT-r to 16*-ICr to For Glass Rooms I Enclosed Structures iz C4
7 7-11* d r-I I' d s4r d r-r d For 3 second wind gust at 120 MPH veiocttr using design load of 77 WSF !I ;;
I T-1(r d 4.0" d 4'-IW d 1'4r d Neu: to V)
ffs ff3-r d 41-r d 1.it In recoonrowded it*do aroginser be consufted an any niscallenean km,*V boWlin led Opera;mom Ow 4W 1.It is naecannosonded loat Ine anglooser be Load Wtft W-Purlin Spaeft
Is T Seff Nalsoog sactione : W-r
4W d 1W d cwmjftd an any mWomilenemos has ing beern V*spers mom Ow W r79 11W I IN,
T-r d W-W d W4r d IW d 2.Spwo�bewdonliOU.PAwkWimdpkadmdkxWforho k Span V I banding,Wor or
III T-W d Ir-7 of W-,r d IW d &Span k Wasouffed ftm 0~of= mcft tc Inda or Wood am-Wcft U)
bracs, nnectica 2'z4'x0.044x8.I0r W-r b V-r b r-ii, to r-W to r4r to v4r to V-4' bi CA' to Uj W
12 T4- d W-r d X-r d 4.Above Woom do not kockodop knogst,of 17"brece,Add bpi�crrki distance tm Upeold Ip of to beere ca to the abm spare for kobd rxS"x0JWx9.I0r 11*4r to I(r4r to 94(r to Srr to 8-4r to 1r-S" to r-1(r to r-W b
N bown spars. k < e,
2'xrxQ.DWx&I2r 13'r to IrW to IIW to 1(Y4r to IT-1- to r-W to W-I- b " to Cc
I AbcpmW�Acnatkckdabnolhafknnbrom Addaesisco frown uprigM to cents-of brace to boom 5.Sp-may be kohrodated. z"xrx0.QWx0.12r IN-r to IT-Ur to 17-1(r to IZ-W to 11-4" to 11r4r b ICrT to W-Ur to
canniecdoon b to abon spere for bW bases spans.
Sperwroonybel Table 3-%4.120 Allowable Spans For Fourth Wall or migcitijaneoillso Frarning Beams for Glass Rooms I Enclosed Structures 2"a r X 0ASS`as?lommit 2(r-r b IV-F b 1r-I* to I.T-11' to IT-I' to 14'-r to 17-'r b 17-M to
For 3 second wind gust at 120 MPH velocity;using dolgin load of 27 WSF rXrX0.07rX*MC 1W-r to Ir.11' b IF.r b IS`-r- to 14'-r to 1.T-I(r b 13',T b 174r to
2'xrX0.07rX02W 21'.T to 19-W to Ir-11' b 1V-l(r to 15*-10* to IW-T to IW4� b 13 U-
May$11,53 T-6 r X r X 0AU"X QjIr 11" 11' 1111 to 18W b Ir-F to I(r4r to ISW b 15;§ to
---- F., t _ t _F I -. 4,
TribioLnedWidth 2xirx#.cwx!2Ml b!�j., b,5;. bi 27-7 to f 2a-11' to I 11r-I(r to IV-11' to� 19-11 b
Single H
809412*V C-g- I W-r 1 V4- 1 10.4r I Ir-sr I 1" 4 IV4- 1 Ir-r I W-V 27-r Nabs: It 2, 0
r4w �,Jf "doescom V 1.Glass Roarns:The addition of skinolosero knorrow wk WM gian penes Inet am designed to 120 MPA.wird bad 9
rx4'x0.044'x0.IW V-r di 7-r d V4r tol 5-41- tol 5--r to -5-:F to� 4�-r to 41-V b " to 4--W b 31-10- to to Mq*WMMU W 00 111110410 Wrists sheet to slow go so#W addlikonal trarnirog Is not rompined. 0
rX5"XojWXQ.1 to V-111- to V4r to SW-to 4-41- to W-V to 4-4- 2.TablossamsewmadrLislom vftlaniosoradruslanditnenskm p-Mito $*13d.
Or 1014r d W-C d S-r b: r-4* bi W-r to
r x r a DAW x 0.120' 174r d 17-11-d 9,-r to r4r bi r-r to-T-F-b r4r W-4" to W-T to SW to 5,.r to F-r b 3.Spenarroybel F ated.
rxrxo.osrxo.ur W-T d 17-W b 19or to W-r to W to ff-.-Jr__.� r-r to r-2' b W-V b V-r to W-r to 6.11' to
x 0.055"ad busert I" d IS-I' d 13%.r d IZ4r d 117 to-jo-11W to IW-I- to 9-4r b-W4r to 6--r to W.3- b r-11' bl Table 3-15-130 Allowable Spans for Ridge Beams with Solf Mating Seems
- For Glen Rooms;I Enclosed Structures 7--
rxrxO.07rxG2W Ir-W d 16W d 17.1(r to IZ-F to 1114, to--,-(r7 b 1r-I(r to W to SW to W-C to W4r to r4r to -
r a r x oor2,x some 19-W d IVAI'd IV4r to 13--W to 17-3- to jj-_t�v I(r4r to 10-V b 94r-b W-I' to W4r to $'-4* to For 3 second wind gust at 130 MPH v*Wt)r using design load of 32 NSF,-
r a r x tisar x so-mr W-11 d Ir-r d JT-11--d IC-V to IT-W b Ko"b 11' to 11*0 to 10'-W to 1r-I I` to W-W b W-7 to LAW Wift W-Purfin
Z,XIrxQ.09rX M.r d 21'-- d 19--r d jr4r to 16-r-b-1, 17.r bi iFiF bi I Fy IMF to 80 Mating Sectians W-0, I rAr r4r Vr MOM I 1,11-r
Aftwable,SW V I be *W or deflectica W
Dowbis, Load width 2'x 4'a 0.044 a 0.1 Or W-V to r-11' to r4* to V-10' to V-r to W-I' b v-icr to S-71-to
C-r V-4r I r-r 1"r-r Ir-0` 1, 21r-r 2rr I 2cr 2"XS"X0.QWXG.I00" IW4r to W-r to r-1' to V4r to 'r-11' to r-r to r-T to, to
defection W
]d
d
d
to
d
d
d
d
d
7"xrx0ASrzQ.I2r 17-V to il'-4' to I(r4r b W-Ur to W-,T to V-r to W-4 r to
rxrx0.07rx0JtW 27-r dl 19`4r di Ir4r di 11 IYAU"t 1771' ;bI I" bi ill-iir tol 11.1-4* bj 1W-11*to 2"xrx8.D5rx4A2r IT-11' to 17-r to 11'4r b 1 1W to I(r-6` b ir 10* to 9-45- to !Z- to
to IZ4r b,-4 T
r x r x oA7r x 0224' 24'.V dl 21W dj IF-F dl 164r dl IV-11-dj tol 1,_, 'I i _r r x r a soasr wor buts" 18'-r b 19-il' b is4r to w4r to IT-icr to 13*-l* =
Z'X 2"x 0.06r x Q-3011' 21mr di 27-r dl 21Y-r dl 11r-T dl I dT,:r:.-4-:di IW-r di 15'-r tol E '" to PH
rxrxU7rx&M4" IV-T to 1V-T to IV-3' to 14'-3* to IT-F to 17-9' to 17-7 b, I. HFeET- -7�'
2"X r 0-1
W, TAW b 13;-T b
7'XI&'X0.092'XL3Gr W4r di 26'4r 1-7 d Of IF-r di IV-57 di Ir-r bi 16-11*tol I
2"x9'x0.G?rz62W IQ`4r to Ir-1Cr to 16'4r to 15'-S' to 14*-r b 1 03
r gi --
NOW. 2"xrx(L0Srz0JIr to, IV-I- b 15".,- b� 14-Y b IZ- to
5.4r. I. . b q
I.Kim recormoroarodsooltattM anginserbe ccrosmitedonstrwonhomilansominsming bewipit"'I"ans pairs than4ir r a Ir X OA27n z 11-311111 tv-3* b r-F w-r,-6
-Z Spans are baud an 120 M.PX wW iced pan dead ipsodfoor trowning. E.-r X 19,
Notes:
3.Span Is oressajoad ftm carrier c(Wnrectocro 10%ad&or sal wraoscticn, 1.Glen Rocnic The adMm of skirnbasin banne windam wNh gW=parm Doost we designed.1.M.P.K wind bad
4.Above Went do not Wkide Wongin of Was brace.Add hoftDritopi distsom ft,.,UWVM to center of brace to boom o=onnect1cn to ft stowo spans for spiel MqL*wnwft IND 00 dXW8 Wright StOft MOVU"IV A 0 190 so OW addificnal turning Is not mqxvcL
boo.Spain- 2 Tables antane whosion odwftd w1h boger ntruslan dirroansion pan"to applied koad.
S.Spens ffM be Inkorpdated. 3.Sparos,rnry be inkrocksoad. OF
EXISTING TRUSS OR RAFTER PLACE SUPER OR EXTRUDED
x 1/2-ALL PURPOSE GUTTER BEHIND DRIP EDGE 10 0 SCH.40 PVC FERRULE
6*x T x 6*0.024*MIN.BREAK SCREW C 12-O.C.
FORMED FLASHING BREAKFORM FLASHING -r PAN ROOF PANEL
ROOF PANEL 10, (MIN.SLOPE 191:11
EXISTING TRUSS OR RAFTER (3)#8 x 314-S.M.S.PER PAN VW/
(2)#10 x I-lir S.M.S.OR 3/4'ALUMINUM PAN WASHER 61
M.S.OR
WOOD SCREW PER RAFTER #10 x 2"S.M.S.@ 12,O.C, T
OR TRUSS TAIL CAULK EXPOSED SCREW
------------
HEADS
--------------
ALTERNATE. .......... .
#10 x 3W S.M.S.OR WOOD SEALANT
SCREW SPACED C IT O.C. 3"CoMpOSITE ROOFPAN:EL IW x Ir LAG SCREW(1)PER
(SEE SPAN TABLE) EXISTING FASCIA EXTRU OR TRUSS/RAFTER TAIL AND
EXISTING FASCIA SCREW#10 x(T+ SEALANT IW x 5*LAG SCREW MID WAY
STRIP SEALANT BETWEEN BETWEEN RAFTER TAILS
FASCIA AND HEADER SUPER OR UDED GUTT`ER
lJr SHEET ROCK FASTEN To EXIS71NG ROOF To PAN ROOF PANEL DETAIL 1
POST AND BEAM(PER PANEL W/I'FINE THREAD
TABLES) SHEET ROCK SCREWS @ Ir SCALE. 2"-V-0"
O.C.EACH WAY NOTE:- WHEN SEPARATION BETWEEN EXISTING FASCIA RACE SUPER OR EXTRUDED
FASTENING SCREW SHOULD DRIP EDGE AND PANEL IS EXISTING TRUSS OR RAFTER
BE A MIN.OF V BACK FROM LESS THAN 314,THE FLASHING GUTTER BEHIND DRIP EDGE
SEALANT
ALMRNATE M0131LE HOME FLASHING THE EDGE OF FLASHING SYSTEM SHOWN IS REQUIRED <
FOR FOURTH-7WALL—C6�jj'RUCIION #10 x 7 S.M.s.a Ir O.C. 16
F PA14ELS ALTER ETAIL IF lir 0 SCH.40 PVC FERRULE z
NATE D �,OR FLASHING ON SHINGLE ROOFS cl) < w
SCALE.2"-V-Cr sCALF-* r-i,4r SEALANT cl)
I. FLASHING TO BE INSTALLED A MIN1.-'6'UNDER THE FIRST ROW OF SHINGLES: .5 Cl
INSTALLATION NOTES: 2. STANDARD COIL FOR FLASHING IS�16" .019 ML C04L - (1)#a x 314*PER PAN RIB - z 0
3. FIRST ROW OF EXISTING NAILS Muk-ST BE REMOVED TO INSTALL FLASHING PROPERLY. ----------------- (9 o o z
A- PLACE(2)BEADS OF CAULKING ON BACK SIDE OF HEADER BEFORE INSTALLING. 4. FLASHING WILL BE INSTALLED UNr)IER THE FELT PAPER WHEN POSSIBLE- ----------------- SLOPE. CAULK EXPOSED SCREW -s c/) U) cq 0
5. HEADER ONCY HEADS >- 2 ED z r-
B. WILL BE PUTTY TAPED ANJP CAULKED EVEN THOUGH FLASHING IS TO z 0 a - -
SLIDE"TAB AT Top OF HEADER UNDER DRIP EDGE DONOTPUSH DRIP EDGE UP. BE INSTALLED. 5; 0 0 a 0
DRIP EDGE MUST MAINTAJN SAME PLANE AS SLOPE OF ROOF. 6. IF THE DROP FROM THE EDGE OF I�HE SHINGLE DOWN TO THE TOP OF THE HEADER EXTRUDED OR 3"PAN ROOF PANEL ::4 w
C. FASTEN HEADER To FASCIA BOARD WITH#10 x 1.SCREWS IS MORE THAN l'THEN THE DRIP LtQGE WILL HAVE TO BE BROKEN To CONFORM 1/4'x B'LAG SCREW(1)PER W w
TO THIS DROP. R 114*:11 w it =) m
TOP AND BOTTOM(SEE DETAIL ABOVE) 0 6`O-C-STAGGERED TRUSS I RAFTER TAIL AND 0 Im cl fl-
7. WHEN USING FLASHING THE SMAL&EST SIZE HEADER AVAILABLE SHOULD BE USED.12- lg"x SLAG SCREW MIDWAY 3"HEADER EXTRUSION n 0
M MIL ROLLFORM OR 8"BREAKFO)RM IS BEST SUITED FOR HEADER SINCE IT BETWEEN RAFTER TAILS FASTEN TO PANEL W1(3) -i F- < 04 z
D. PLACE COMPOSITE ROOF PANEL INTO HE >- =5 b d a: 0
ADER ANC�ATTACH To 4TH WALL #8 x 11T SAtS,EACH PANEL w a p rx (.) F-
BEAM SYSTEM ONLY. 00 NOT ATTACH To HEADER. HILADF POSTAND KEEPS THE FLAP UP OF THE HEAD!§R BACK FROM THE EDGE OF THE FLASHING. SUPER OR EXTRUDED GUTTER 00 0: 0 Ix 0
ONLY. R IS USED AS FLASHING &WHEN SEPARATION BETWEEN DRUP EDGE AND PANEL FLASHING IS REQUIRED I,- EXISTI F To PAN ROOF PANEL DETA L 2
SEPAPATION MINIMUM. NG ROO �- -i < Lu
Co LL U)
9- STRIP SEALANT BETWEEN FASCIA*ND HEADER PRIOR TO INSTALLATION. SCALE. Z* f4r z
W
aREAx FORMED OR uJ
EXTRUDED HEADER 0: z C,4
PLACE SUPER GUTTER
HOST STRUCTURE TRUSS OR BEHIND DRIP EDGE co
RAFTER #8 x IJr WASHER HEADED #10 X 4*S.M.S.VW 1-jrpo
I"FASCIA(MIN.) CAL"ALL EXPOSED SCREW CORROSIVE RESISTANT FENDER WASHER 0 12-O.C.
HEADS SCREWS C Ir O.C. EXISTING TRUSS OR RAFTER CAULK SCREW HEADS&
WASHERS
BREAK FORMED METAL SAME ALUMINUM FLASHING SEALANT
THICKNESS AS PAN (MIN.) SEALANT UNDER FLASHING CAULK EXPOSED SCREW uj
ANCHOR TO FASCIAAND LUMBER BLOCKING To FIT #l0x2*S.MS.G24-O.C. HEADS
RLZER OF PAN AS SHOWN
3'COMPOSITE OR PAN ROOF PLYWOOD I OSB BRIDGE 3"COMPOSITE ROOF PANEL
98 x 3A4'SCREWS @ ir O.C. FILLER 1/4'x 8'LAG SCREW(1)PER (MIN.SLOPE 19':11
(SPAN PER TABLES) = 6 OL
TRUSS/RAFTER TAIL CD - -e
�r— *BX lr2"SCREWS@ EACH RIB EXTRUDED OR 100 SCH.40 PVC FERRULE c= t)
ROOFPANEL EXISTING FASCIA C -15
SUPER GUTTER
w EXISnNG ROOF To COMPOSITE ROOF PANEL DETAIL I
0
SCALE.Z* 1'(r
OPTION 1: (D
2x X0.05T STRAP@ EACH
coAip-asn SEAM AND 1/2 1,
CAULK EXPOSED SCREW
LD 1 0
HEADS WAY BETWEEN EACH SIDE W/
(3)#10 x2'INTO FASCIA AND
HEADER(SEE NOTE BELOW) COMPOSITE ROOF. 1/4'0 X 4* PLACE SUPER OR EXTRUDED (3)#10 x 31WINTO GUTTER j a:
#8 x lir S.M.S.a Ir D.C. LAG SCREWS Wl 1-114'0 GUTTER BEHIND DRIP EDGE ca
FENDER WASHERS C ir o.c. OPTION 2:
FOR MASONRY USE THRU PANEL INTO 2 x 2 IWxrLAGSCREWJJypE*
EXISTING MOST STRUCTURE: 1/4*x 1-114*MASONRY PAN ROOF. #8 S.A&S.x jjr C TRUSS I RAFTER TAICAN 1/rO
WOOD FRAME.MASONRY OR ANCHOR OR EQUAL 4*O.C.OR(3)PER PANEL SCH.40 PVC FBI)
,WLE-
OTHER CONSTRUCTION 0 24"O.C.FOR WOOD USE 2X 2'X 0.044'HOLLOW EXT.
- - - SEALANT
#IDXI-I&*S.MS.ORWWD
SCREWS Q 12, O.c, &l"x4'LONG(MIN.)LAG
SCREW FOR I-IJr #10 X 2"SALS.@ 24'O.C. 3*COMl'OSrrEftWFPANE�-
EMBEDMENT(MIN.)INTO (MIN.SLOffkj;�-_-T)
AIITERNAII---ROOF PANEL TO WALL DETAIL RAFTER OR TRUSS TAIL
-Z
SCAJJE:'2"-V-T CONVENTIONAL RAFTER OR
NOTES- ROOF PANELS SIHALL BE ATTACHED To THE HEADER W1(3)EACH#8 x 112"LONG TRUSS TAIL EXISTING TRUSS OR RAFTER 3HEADERE)nr4JSI0N
FASTEN TO PM$-L W/
#8 x 11T S.M.S.EACH SIDE
'ASKET BETWEEN THE k l 5 2
CAULKED OR SHALL HAVE NEOPRENE C -SCREW HEADS SHALL BE EXISTING FASCIA
CORROSION RESISTANT S.M.S.Wi lAr WASHERS. ALI
PAN RIBS WASHER AND THE PAN.
SHALL RECEIVE(1)EACH#8 x IZ SCREW EkCH.THE PANS MAY E 6 12"O.C.AND FASTEN'TO-
ANCHORED THROUGH BOXED PAN W(3)EACH#8 x I OF THE ABOVE SCR a SEALANT GUTTER Wl LAG BOLT AS
JB SCREW. WEDGE RO)F 6ONNECTION DETAIL EXIST`ING RO SHOWN 10
AND THE ABOVE SPECIFIED P EW TYPES
r-i,-(r OF TO COMPOSITE ROOF PANEL DETAIL 2
SCALE; 2 -T-V
COVERED AREA
TAB AREA W/1"ROOFING Table 7.1.1 Allowable Spans for Ind6ts"Standard Rlser Panel,for Various Loads Table 7A.3 Allowable Spans for Industry Standard Riser Panels for Various Losds
I dnurn Alloy MOS H-14 or H-25
Aluminum Alloy 3105 H-'-%4 or H-25 Alurr
NAJLS Glass Roome r x Ir x 0.024m 2 or 5 Rib Rlw Panels Glass Rooms
INSTALLED PER 1-i/4'x Irx 0.024"2 ar5 Rjb RlsorPansle
MANUFACTURERS open structures scmeftFrtooma Partially Enclosed Enclosed Overhang I Open structures Screan Room Partially E Enclosed Overhang I
SPECIFICATION FOR NUMBER wind mono-sto Roof &Att=hle 1 Cantilever wind M loped Roof A Afteetwill Covers I -- Cantilever
Region 1&2 3 - 4 %2 3P 4 I&Z .3 n 4 1&2 .4 AN Region -ia-T-3- 4 83 4 1&2 $3 4F11 111.2 3 4 AM
AND LOCATION Roofs span span I - n 1&2 Pon 3 apan spon span Roots
span span span span span span Pa span span pan _ Ps span Pan "an span Ps
- -T--r----7" .0 loo MPH 14�-j 1, jlr4r 18'-10* W-1' ir-11* 18'-3* 1" 13'-?* IT-11'I 1 V-r 14'-8* 14.11' 4*-W
i5o MPH Fr F-6 v4r 2. -17 -W 4',g' F-11- V - 6-2 SW V-6' 11-11,
-- r-4, Ir-T 5.7' 5-8' 4�-llr W-11' CA' 11-ill IIOMPH 14'4r 18'-V 1V-1W IT-1* IC-r If-V 9'-11" iz-a, iz-111 IC-ir 1T-ifr W-1' 4'.(r
iIQMPH V-4* V-0 F---t F-W T. - r-,&--i--------g--75- ----
---,:E 4'.r 6-3' 5'-4" 1*4r 120,MS44 IT-r Ir-11 T 4Zr 16.r
12Q MPH W-V r-5' 51-T - T-lift 4,.r S-7' 5'.0' -T - 71.8 11 lo- 10-2- 17-11- 1Tr 3'-lCr
4'-r S-r -5-T 123 MPH IT-6' IT-5' ir-v r- ll 17-11-1 X-9-
-4' F-5- -6 4*.W 64r F-r 1*4r ir-4, I.T-31 isl-r Fr II F --F 91-11, 17-91
123 MPH F-11' r r4r
r-0 -7-411�r
1130 MPH 5*.r 7- 4--11- F-1- 4�4' F-C 5'-W -4r 1 130 MPH IT-1- 16'-----11 -1-44-r74-17-8 11 11--V 1 V-3* 9r-r IZ:T
--4' IE-F T-Iz-15-7,37-P r4r ia-r -IoT W-2*
SUBSEQUENT ROWS 4'-0* 1 -10' 140 MpHi 1(r4' IZ-I(T 13, IT-4* , 1114 34
1140 MPH, 4--V , STF-F4r--4 4'1' W I" 56-.r I,r
3W TO 117 ADHESIVE BEAD I iso WPHI T4r I w-17 -T-11. T-r 4--6- 1 4--r_. 4.11' PH-(F-4' 1 IZ-19' 13'-J'1 9-4' IZ-10-1 1:3-�-I- iz - 10--I-j 1V-3 8-W I 10'-I(r
0 FORAI'VADEADHESWE 14W x Ir x 0.030"2 or 5 Rib Meet Panels Glen Room r x ir x 0.03V 2 or 5 Rib Riser Panels Glass Rooms
STRIP UNDER SHINGLE Open Structinss Partially Enclosed Enclosed overhangi open structines Screen Room Partially Enclosed Enclosed Overinan I
whw Mono�31 Rod & I candlover ram M Roof &AbscJwd Covers Cantilover
STARTER ROW :ip:&&t2� 4 1&2 1 3 4 1&2 3 4 AN Region 1&2 3.1 4 1&2 3 4 %2 3 4 %2 1 3 4 All
Region 1&2 1 3 -T-4 span span pa. Pan open span Rook op. op pan span open span span "an Man $Pan pan spim Roaft
a
spa
span span I open an *an _S.
EXTRUDED OR BREAK 100 MPH 7'.2" IY-2* W4* 6--r g_ F-r V-4' 64r 5-r F-10* V-11* 7-r ISO MPH IV-r 17-II'l 2V.4* le-7 17-4- Ir-W 111-6* 14--r 14-41- 17-IT I IF-Ur 1r-2- 4.4r
COMPOSITE PANEL W/ V_r
110 MPH V-I(r -F r-110- 8*-(r 4'-I(r F-11* V.1" W-r 6-V F.r 70 19-11' 2CY4� IC.I* jr.31 Jrr 194r iX-8' 17-IL iI--r_I`14--il- IF-2- 4'0
V VO 4!-11' &-1* V-- 11 11* 120 M jjr4a jr4r I.Tr jr-W jr-r I(Y-- 17-11- 13--7 I(F-11-A IV-11- 14--T 4!.W
"0 Mn
FORMED CAP SEALED IN V PH IU
PLACE W/ADHESIVE OR 120 MPH W-r F,-1-: 5--11- -r--7 7*-w 47-r F-r 6-4r h4
V4r -r-7 -r -I(r -IV 1WZ 1-T-r 16--w lr� 7-11* Iz-r 17-11, i(r4r I 13-4r W-T 4*4r <
r
123 MPH__E.4' r-W I F-r 7'- V V 64r 4' r 123 MPH 14! IV b14
4- .4 .1 4.4 r IN!!;PH�14�1. W-r IZ-3* IT4r 1 Y-11-
-11 Fir 4�-V -r
4'4r " I 7-V -TV z
SCREW$ 173o M!T 6_1. r-r r-,,r 5*-r " 5' - V
I.MPH
711(r O.S.B.PANELS -r .2. F f f I.M 1 14 < LLJ
-F -4r -T --r
-IV
MPH V-r -.r �r 4.1 Tr 11-r 13'-I(r 14--l-1 IV-7 Ir-5 1 11 174 3
1500 _,T V-4v 4--11- r-r F-7 160 MPH I a LLJ
PROFAB COMPOSITE ROOF PANIEL WITH O.S.B. 1414"x 12'x 0.050"2 or 5 Rib Rlw Panels Glass Rooms - r x 12"x 0.050'2 or 6 Rib Rhw Panals, Glass Rooms Z 0
Rooms Partially Enclosed Encio"d Overhang I OP-structimle screen Rooms Pertialty Enclosed Enclosed C)..he'll I z
0 <
AND STANDARD SHINGLE FINISH DETAIL Open structures scraer�, cantilever
wind Mono-Wopod Rod &Abxhpd Covom Cantilever Wind Mono4loped Roof &Attached Covers I cl)
SCALE: N.T.S. - - 4 AN Region 1&2 4 J&2 4 1&2 .3- - 4 1&2 3 4 AN 2 LU z
Region %2 a 4 %2 :9 4 1&2 3 4 1&2 3 &�nj . span ft Rooft z 0 a -
aps" pon . ,pn open pan op," op*" pon span. span Rook open pan aW spen opm. span span span "an "M 0 0
SPECIFICATIONS FOR APPLYING O.S.B.AND SHINGLES FOR ROOF SLOPES OF 3:12 TO 4:12 1.1 IT-11- IT-a, 0
J4 > U) -i W
100 MPH r-r lor4r jo-il- r-i I- ir-i`10' 'IT-0" V-W r-W r-r W-r W-T 81-W r-r IOOMPH iv-icr 23--4-1 2x4r ir-�r zT-r I �j-(r I W LLI
INSTALL PRO-FAB PANELS IN ACCORDANCE WITH MANUFA MREF;VS INSTRUCTIONS. r r-10' W4- 21-4-1 21--r 17-11* 16-11' IV-4, 14'-1' IV-r ir-r 4'-U- W ::) M <
110 MPH r- 10--i- iv-r _W rZ_ 7-4 W4r r2' V-11 r-T 7-4* JIOMPH ilr-ix 2T-4* 2y-r, W ca 0 1.-
- 61-r e-jr V-r r-1- r-T 2-r 129 MP 2(r-V 20-4r 11--11- IS-1- IV-4- 13--3- 16.4- Ir-6- 44)' L) 0
SEAL ALL SEAMS WITH PRO 2000 CHEMRE)(948 URETHANE AND CLEAN THE ROOF OF ANY US mpm Fr Fr r4r FiF Ff- r-10'
UPH
123 MPH r-F Ir-5, lr.r i 6'-V -FL4- r-a- 6--r s--r w-r v-r 123 UP IW-10- 15--T 13'-(r If-I, Irw 4,-(r
DIRT,GREASE,WATER OR OIL 2LZE 1V-II* W41 1114r < cj ui
IF 1,
MPH 7(rr2V-7 Ir-r lir-r iz-r isl-r
- 6-1* V-r ew W-W F-W F-1171 7-11 13OMPH W4r 20-- jj--r IW4- 14 r o
APPLY 16 MILS OF MORTON 652 GLUE TO THE PANELS AND INSTALL 7/1(r O.S.B.OVER THE 13CEMPH T-- 81-1 F-T F4r tf-� 1.41 1
140 MPH F-V r-W r.r I ir-ur
F-111 V-I" 5-2* W-7 V-67 74r i4o MPH W-r IV4r IT-1- 16--r 1C-W la-W 174- 113-- 0 0 W 0 W z
150 MPH
GLUE AND PANELS. I.Mp FT I r-V I W-r S41" T-I(r V-11' V-I' W-r ie,-r I IV-r
150 MPH F-r Wr-5* M i 'i < 0
INSTALL 150 FELT PAPER IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,2001 EDMON, Note-Told rod panel width-room width+smffkv��vvevner'll- NOW Total ro&pwol width-momi 4dth'vedIv4ft+ov@dvsng- CO LL
SECTION 1507.38. z 2
INSTALL SHINGLES IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,2001 EDITION,SECTION W 0 W
W 0
1507.3. Standard Rlser Panels for Various Loads TabIs7.1A Allowable Spam for Industry Standard Rlser Panels for Various Loads z C'4 V)
Table 7.1.2 Allowable Spans for hiddultrY
Aluminum Alloy 3105 H-114 or H," Aluminum Alloy 3105 H-28
i-ijr x ir x 0,0242 or 5 Rib Rlsor Panels Glass Rooms r x ir x SAW 2 or 5 Rib Rlsor Panels Glass Rooms
UNIFORM LOAD UNIFORM LOAD �Rooffifts Partially Enclosed Ovemong) open aftudwes Screen Partially Enclosed Enclosed Oftrhongf
open awachave scrmfp cantilever
Wind Mono-Sloped Roof JIL cantilever M!!�t�Rod L Attached Covers
F= 1&2 3 1 4 I&Z 3 4 1&2 �n 1 84 %2 .:an 4 AN
Region 1&2 T3 1 4 %2 1 3p 4 1&2 .3 4 %2 3 4 AN Pon span spen. Rooft
open I span *pen aw atW-- span open pan spen wom open spen Rook open "an span spim ow span OW
gr-W 5*4r r-Cr r-- V-I' r4r r-I V Z-V 160 MPH IV-I* IWATI 29-7 IY-I. 11r-T I I9`-r -Al-.W 14!.-r 114--il' 1?4r 15!-r IF-I" 4*-(r
ISO UP" fr-r W-11 10`4� r-r IV W-C 14'-I(r IV- 4*.(r
iie MPH Fr -VW- 97 Pir S`-10` F-r V4r 64r r-I' r-T ZZ 710-MPH 15'-7' IV-I(r I W-7- VC-Ir IV-21 IV-T T-r 13'- Uj
-ilwl-§ TZ-1(r, IT-I' IOP-11" IY-ll*. lv-r 4'-0'
V-r V49r 14':,. _,r.
120 MPH r-r 9`0 6-V F-W 120 MPH T jg- ir, -114r 4
B A B 2. F-r 64r 123 arm IT-W U,
A V4. 1 ... I F 16.4' IT4, .r 17-IT I(r4r 13'-r ITAV b
V -7-7 -Ir-Ir ly-r iv-r 1 T-11-
MUNI Fir itr 7- _W _1, _-W iTur iz-w icr-4,
I so MPH r aw 5F -iiv" W-r 1130 MPH. 4
-47�rv-r F-F ZIP ix-V W-W 7-r 11%4' 3irr Fiir iz.r 17.1 0 U.
0` V! I I
SINGLE SPAN CANTILEVER I OR SINGLE SPAN -F .2. V-0` I F, H -2^ r
345 MPH 5- r-- R7- E !1 (1) () j
12=1 �-Z 17-7
--2- --W 1 14-4r
ISO MPH F-F -77--i7--Fr air Fil 4W 1 64' 64r i 4'4r 1 112 11 13 r 't
- z 0 r- to
UNIFORM LOAD UNIFORM LOAD i-ijr x ir x L030"2 or 5 Rib River Pm Glass Rooms r x Ir x SAW 2 or 5 Rib Rlsor Pa ObLas Rooms ------ C: ul PIE 2
Enclosed OvwtwVl Somen Room -Vartially Encloned Enclosed Overhang)', < e Z
Soreaffl Room PardallY Enclosed OP- C3 W
OP- cantilever &Attached covers clad"ever,
Wh Mon.4166ed Roof & YAM MonoMoped Roof
3 1 4 11162 3 h44 1&2 4 AN Region IA2 3 4 1&2 1 3 1 4 1&2 4 AN
.IV .:an 4 14162 63
Rogh- 112 4 1&2 pon open spon Pon span Roofs
Man span open open span am .�n Span Roofs span span RPM span span a= Opm- 0
.�n op= span - I - - U)
r-r r-I I' f-r SW lr4r Z-r 100 MPH 171-C 21'.W ZVAT I 2(r4r 1 21.2- IZ4r 15'-T IV-1- 13--r Ir-r Ir-11- 4'-T
100 MPH V-1ir 17-111 11--l- V-1- 7"M 10,-, V-1, I - - -",__ 51 -C 4-(r a) Unj U.
6%.V -11 r-7 lr-� r-10' r-111 7-V Jig MPH jr4* 21'-r 21'-I(r 15--r 19--r 20-4r II'-V 14%V 1*-11* 17-11' 1 -11' It
In MPH rr io--r ia-r r-W Ad' lr4r "_,I. C.)
A B C A B C D 120 MPH r-11' go-V lr-il* CAI' -Ff-r _V1" F-W 61-r F-I(r F-Ur r-r r4� z1r 120 MPH IF-j1r 2(Y-r 21'-T W4r IV4r jr.11 I I U-1 I' 17-1(r 14--l' 11--r 15'.(r 164- 4-(r -j
-- r.-r IT-r JT-11' il-r 14*-W IVA' x
r.1- r-r 7-r in MPH IV4r 2a-7 2(r-r 11rr 111`4� I1r-r I(r-r 4-(r 0
in MPH r-r -FIV -KE- r-lw 6-r V-r 6-V v-r -
2 SPAN 3 SPAN W-r I F-r V-Ilr F-111 7-r 73a-MPH is-.2- is-.2- ir4r 17-v ir-r ir-11' 19-4* 7T-r -Ty-:F 111Z W-r Ilr-r 4'-(r 0
-r7-- -K--4L--lr4r W-2. Ir- '75- -:F _,'. i!r
130 MPH r-r r-1- F4 F 74-10-7V V
140 MPH F-I* r4r mv vj, 6-r Ir4r 6`4r I 74r -111 174r lo,4r 13--r ixjir I 4--cr Lu C;
S-V I F6131; I W4r IM FIl. _13 cc
UNIFORM LOAD ise MPH s,-v r-r r-r i-r I ii, I 1-.!J:- 110 11KIr 14--111-1 iz-q- iT-I-11-4r I 1(r-r I Ir-11.I --r I 7-1(r. J1
Glass Rooms 3,x ir x SAW 2 or 5 Rib Rlser Class Rooms
I-IlrxIrxQ.05r2or5RlbR1smPsnak Partially Endosed Enclosed Olv�awdh-wv
open struchave scrootp Room Partially Enclosed Enoiosed Overhang I OP-SbmctLff" screen Room
Wind Mono.Moped Rod & cantilever wind Mono-Moped Roof &Attached Covers Cant"., 77
4 IL2 3 4 AN
Region 4 1&2 4 W 1 3 4 1&2 3 4 AN 1&2 3 4 Wa 1 3 1 4 1&2 3 open .Roofs
1&2 1 3 "an spea alson Roots open spon Span SW open span span open 5W op. spen_j
open .1. op= span span $Pon open open
A B C D t: 100 MPH 174' IZ4r 17-il' 9`-W 111:-4- iv-ii, r-r ir-w ir-r r-ii* r-r W-1 I* Z-111 iso MPH 2(r-T 25-W 26-r IV.r 24%,r I 2,r-r 14%1 V Ir-11' ir4* iv-i* 2(r-r 127-11* "41-rL
I io MPH r-r izz:4r- iz-r r-l(r I I I-I I" f-V 8--r V-41' r-r V-2* lr-C 7-10, iia MPH 2o,-r 2s4r 2s4r ir-r =-11" 23-V IY-"" Ir4r IV-I' 151-21 191-r 17-11* '4-4r
4 SPAN 13,-1* IF-2" IV-V W-7. 1" IFAT '4r
12c MPH ir-r I I wrr -ii,-r r4' 1&� 10'4r V4* V-(r W-r F4r V4r- 8`40' 74r t2o MPH IV-r 2C-r 24%r IT4r 21'-Ilr =-4"
IT-4. 21'-W
IF-r i(r4- rr r-IV v-i* v4r r-r a,4r Z-r in UPH jjr-I' n-r 2,V-1' VAT 1r-I1* 15-11' IV-7 Y-11" VV -f-W I
NOTES: in MPH ir.(r 1 v-2" --- 15!-r 13'4r ir-4, if-r ir-(r
-'- " 10-r IV-1111 r-II* -r r4r r-w S.-r W-r 7-6` - JV.I* =4� 27-10, 16.1' 20'-r 2W-11' Iz-T 16-V
50 MPH .1-11 r-cr r 130 MPH IV-W --11- 17-1 1 51-11, IF-r 4-(r
1. 1-Span Length _,Iir 9", v-r r-1- r-r r-r 7-r i4a MPH iv-v I ir-c 1r-r W-1' lr-4* I"
j 14
T40 MPH r-- W-10- F-W r-21 tlmr- 15'4r Z.F.
r-F s-4rT7-r Fiv Fill- 7-r J50 MPH -14-17r-ir-4-T ir4- ir-rTTv-�F1 r4r 1 1-* 17-r I Is% 3
a-Overhang Length T50 MPH Fr Ficr 9-T F-I I* EET
2. AD spans WSW in the tables am for equally spaced distances behNeen supports or anchor points. +Overhang. Notc Tobd roO panel width N rpma width+wall vAdth 4 owwharig. 5
3. Panels shall not be spliced except at supporta, Note:Tabd rod panel width-room vAdth+ ,Vkwk"ft Al)'l 2003
SPAN EXAMPLES FOR SECTION 7 TABLES 10
SCALE. N.T.S. OF
t .., I -, I - - -11 11, - --- - - I - . - I "-, , , __ I
Note:Total roof panel wift a room WkNb+Wall wkith+w4whang. I OF 11-Ij
uenerai 14ozes ana;opeemcamns: 2.00"1 2.0(r-f
1. The fono-Mrig wdrusions are considered to be'Industry Standard"I hapes.The properties are based on die wftr
drewings fumW*d by Florilds Eidruders Irliernational.Im. WT.1.11R2 p.l.f.
0.0T751
Ix=Ole In.' 0
0.04W + Sx=0.92�0 In-* A 22W In.' A 3.032 in!
f-I1.0(r A-0243 h1 3W A-0.716 In. vi VV7-2-578 plf. WT-3.474 p.l.f.
VVT-0.278 plf. WT=0.8"PLC 6063-TO 0.0w-, Ix-ISA27 le N=42.583 In.'
Ix-OATT In.'
tK=0.136 W SECf0 Sx=8.504 h'
O.OW-Ek ha 3"x 3"x 0.045"fLUTED SEC] Sx-4.408 IrL3 0.092" + §
Sx-0.137 In.' 0.070 + Sx=0.477 6063-T6 Ci _T6
6063-T6 =--.k 6063-T6 SCALE: 2' T-W N 6063
1 x 2-x 0.044"OPEN BACK SECTION �3-x 2"x 0.070"PATIO SECTION STITCH W1(1)
SCALE!2'-Vr SCALE: 2"-l'-Cr 2.0Crj #8 S.M.S.@ 24'
t STITCH W1(1)#8 S.M.S.@ 24-D.C. D.C.TOP AND
1.0(r A-0.267 In.1 T_3.00' A-1.081 he A=0.77�2 ko TOP AND BOTTOM B0770M
wr-am pm. wT.I mg pj.f. wr-offlWl 2"x 7"x 0.055"x 0.120"
Ix-0.368 Im, 0.046"
0.093 tK-1.523 W SELF MATING BEAM W/INSERT 2"x 10"x
Sx-0.9p kL' LO92"X 0.369"
ri Sx-0247 W Sx-1.015 IrL* 6063-TO SCAM T T-T
6063-T6 SELF MATING BEAM
6063-TS 2-0(Dr' SCALE: 2"-V-T
I"x 3"x 0.044"OPEN BACK SECTION 3"x 3"x 0.093"PATIO SECTION STITCH W1(1)#8 S.M.S.@ 24-0.6-
SCALE: Z-1*-V SCALE: T-V4r TOP AND BOTTOM 0
2"x 4"x O.L"-.:x 010010- C0
2.0lr A a CL424 he SELF MATING BEAM Cl) Lli
WT-0.486 p1t. SCALE: 2"-V-0' JW Im' 0
Ix-0.232 hl :5 z 0
C,.044.-a WT-2.123 p.l.f. 0 0 U z
+ Sx-0234 W 0 Cl)
C4 3.D(r 2.00' 0.07r-- + q Ix-c V) 0 _3
2
A-IA38ha sx-4.157 he U3 Z F_
2-X 2-x 0.044"PATIO SECTION - Wr-1.648 plf, 0.qt,�4 In.1 6063-T6 0 (1) _1 Lu
SCALE. 2"-1'-T 0.125-0 8 Ix-1.984 In.' A ILI -
Sx-IM3 h1 VVT=1.1105 PJf. ce)
A-OA96 in.2 b,.3.li*1 10 0 CD
2.0W(0r" 15063-T6 0.05T-- + 8 0
WT-0.568 P.I.f. Sx-1.468 W < C-4 Z
Ix-0.276 W 6M--ff6 STITCH W1(1)NO S.M.S.0 24'0.C. 5 (.) 0 2: 0
0.055- + TOP AND BOTTOM C) n j2 L)
C4 Sx-0.279 In.1 3"x 3"x 0.125"PATIO SECTION b w 0 w
6063-T6 SCALE: 2' V-Cr 2"x 8-x 0.072"x(1-22r < _j < LLI
STITCH W1(1)#8 S.M.S.0 24-01(C- SELF MATING BEAM CO LL 2 Cf)
2"x 2"x 0.055"PATIO SECTION z 2 V-
- TOP AND BOTTOM SCALE: 2'-Nr w 0
SCALE:7=1'4r w 0
2"x 5"x 0.050"x 0.1 20!� 2-.Ow(r W Z 04
3.owcr A a 0.451 he 4.0(r SELF MATING BEAM Q 2
- WT-0.620 p1l. SCALE. T V-T ::)
r b(-0.330 In. _j
0.045' Sx-oms in., Yrr 2.221 P.Lf. 2.00' <
94 C; A-1.9W he
6063-TS bc-4.854 W . I
0.12r, + -7 VVT-2280 plf.
4 Sx -427 Im'
bt=21011
3"x 2"x 0.045"PATIO SECTION 6063--M A-1 X@5 irL' Uj
SCALE.Z"a,V-(r wr.11.�m PJJ- O.O7r2r* + Sx-4.8W i0
Cm
+ N-5P19 kL' 6063-Ta
t2.00'1 Sx=1465 W
A-0A51 he 4"x 4"x 0.125"PATIO SECTION 6063-1TE
Wr-OMD plf. CD
Ix-0.640 W SCALE:r 1'4r a o
oow + vi Sx-0.427 In.3 <
0063-TO 2.DWCCr' o
A-0.482 Im2 STITCH W/(1)#8 S.M.S.C 24-(PA
TOP AND BOTTOM STITCH W1(1)#8 SACS.C W O.C,
Ole
2"x 3"x 0.045"PATIO SECTION WT=0.5v Pm TOP AND BOTTOM w
SCALE 2"-V-V Ix-o.W9 In.4 2-x 6-x 0.050"x 0-120-r
0.05T 2"x 9"x 0.072"x 0.224a (D
Sx=0.405 he SELF MATING B 0 tu 1; U-11
SELF MATING BEAM Uj w
t2.00`1 6083-TS SCALe r-Nr Z X P
SCALE- 2'-Nr 'S 0
A-O.W5 he 50"TILTSECTION 2-W WZ *
j C!
WT-0.785 jolf. SCALE 2" Nr 2_07 cc IL
Ix-I.=h,
0�050`-, + 2.0=(r
Sx-0.897 in.2 T
6083-TO A-OM In.2
A irL'
WT-O.W7 P.I.f. Wr 11,443 pJ-f-
Ix.1228 In.4
2"x 4"x 0.050"PATIO SECTION 0.05T,- + Sx-0.614 he 0,05W + b(-&-golS Im' A 23W In.*
SCALE:r Nr 6063-T6 Sx 2?.4W im, WT-2.698 plf.
C).0821- + Ix-26.481 W
Sx-5.885 Iml
2"x 4"x 0.050"TILT SECTION CS 6063-76
A 0.9U he SCALE. r l-(r S
WT-1.093 plf. STITCH W/(1)98 S.M.S.C 24- ti t2 A Sx Sy RX
b(a,7-987 In! 3.0W(r TOP AND BOTTOM H _Ix I
nj_ In., !In
L 1.�
Section AJIOY n.4 4 - In.3 In.3 In. in.
0.062", + Sx-1.195 le A-0.613 W
2"x r x 0.055"x 0.12(E in. in. in.
_118 1 3.81 4.05,, 0.96 3.40 L 1.8
6063-TO
WT-0.702 p.l.f. STITCH W/(1)#8 S.M.S. 24-D.C. 6063 T-5 -4 H1 6 0,08 0.08 1
IX_O.M h4 SELF mAnNG BEAWI TOP AND BOTTOM Gutter H24 1.89(5) -
+ $ SCALE: 2",a Nr 06510.96 1 2A5 I 4A3 1-59,114
C.)
0. SX.0.515 In., 20 x 9"x 0.082"x 0.306" Edge 6063 T-5-5 1-11510.06510.
6063-T6 H24 1 149 JBI I
2"x 5"x 0.062"PATIO SECTION SELF MATING BEAM OF
SCAM r=1%0* 2"x 3"x 0.045"SPECIAL SECTION SCALE 2' T-T
t 2.00`1 A=0.569 ln.�
0.0".,E7
WT-0.652 p.l.f.
Ix-0.332 In.-
Sx-0.332 lrL2
6M-T6
2"x 2"x 0.045"SNAP EXTRUSION
SCALE.2* l'-W
t ZOW1 A-0.591 Iml
VVT-0.677 plf.
0.045'+ + k-M812 W
Sx=O.W h*
Ll-i em-TO
D
2"x 3"x 0.045"SNAP EXTRUSION z
< UJ
SCALE.,r V-(r U) M 0
z 0
(D U
CO U5 (D f5 Cf)
In Z !F: =�
2. z 0 a — <
5; 0 (j)
A-0.692 h2 Ili
D
w
W,,0.781 pm. D
0.045', + k-1.631 Iml I.- z
SK 0.816 ha U 0
-,r6 LT- La -j X
0 Ir 0 0
_5 LLJ
CO LL 0)
z
UJ
LU C)
0
2"x 4"x 0.045"SNAP EXTRUSION M z C,4
SCALE.r T-0*
2.00'
WT-1.516pM.
0.06r, + k=7.027 hl
SX= 342 W
OD63-TO
Z T
z 0 i�C t7' U7
2"x 6"x 0.062"SNAP EXTRUSION
SCALE.r-V-(r 0
U)
(D � 0
LU C,
'x'
060
A-IA47 K2 Ca IL
- T VVT-1.650 pJJ.
+ b(-10.151 ki
SftX. 900 hs
am-76
zi
2"x 7"x 0.062"SNAP EXTRUSION
SCALE, 7 V-W
W H tl Q A Sx Sy Rp
Section Alloy in. In. in. I in. in.2 im: -Wl�
6063 IT-5 4 HI 61 Q.D6 1 0.08 1 1.16 1 0.96 UA lL,!4jO2L' -4 -4.85, 03
1,89 T I
Gutter H2 4
T_5
Edge L6O63 5 1 Hl 510.06510.0651 0.96 1 2.45 T4 473 1 1-2.14 ,
H2 4 1.49 fB)
OF