257 Belvedere LA C- M LA C; C,
r- -4
0 C)
> rn
a)
c z
j C3 Om
OX
0 0
> rn
M Ab
7
rn rn
A
AP
rn 7.5
OZZ ;u
-e. RVAO' 41"19C
rs
0 P-44
>x
M e1c)
%(AZ(A ..........
LA LA 0
�4 rm 0-
je.
In
rn 91 0 No lea_
L4 M
2.
-M e
0
jo > Am t\
--4
rn
44
-4
MOO
>C
to Nn
z
c
OLZ,I
x 4A
C:A
0--4
w 4A
rn Z z
z;a
Lis
HOM
00
1
04, :-j
14
2 OW
MUM?$ VI
ry 4
lip
9;0 us
14.1 ji
Ob IA
&10
(A gn CD IFA
g k I - fn
07
'e'pc
-oar _j4
lie
VI)
OV4
Tc-
AN
75 ' A,
PAii,Ln 4 IAIAC
W
;%ZP- 7
>
el-r W IZ ic
7/
WZ
sit
40
z-fi r,
Table 3.2.1 Allowable Upright Heights Screen,Vinyl and Glass;Rooms Table 3.2.2 Allowable Upright Heights Screen,Vinyl and Glass Room
Alurninurn Alloy SM T4
Alurninuxn Alloy SM T-6
2�x 2�x 0.03V Hollow Extrusion 3'x 2'x 0.04r Hollow Extrusion,
Wind Zone wind ram
Load 102 M.P.H.1 110 M.P.H.1 120 M.P.H.1 130 11.157T I411D.P7 IWILEK: Load 102 M.P.H.1 110 M.P.M. 120 M.P.H.1 130 M.P.H.1 140 M.P.H.1 150 M.P.".
Width Applied Load Wkhh Applied Load
8#/Sq.Ft 1 9 Ft 11"
5� is a V.Pt. I-2LI'Sq-Ft 1108ft L I .rL ft Fit,
q_ IF
3r 91-10,
4r 91-11 W-5" T74.
--7- -Ar -7-77 ivjx 7.11" 91-11 --74--
F-P -17 r-3- 61-r 4-8 --77�--17-1-- --T-=---8rr-
54.
Fo- 6'-10' 6.3' T-T
go. r-7' r-11 61-61 51-11, ---GOT--94r
W-2- ---57=
7r --r-Tf`- -Sr -77�- ---6r-47'-
57 ---4W- --r-1-I -7-�3 --F4-r
r
-6- 51-W Ar-71 ;7'
1 4�-Ilr
2'x 2"x 0.04C RWID�w � rx3 x 0.8115"Hollow Extrusim
Whidd Windl ZAM
Load 102 M.P.H.1 110 M.P.M. 120 M.P.H.1 133 V.P.H. IN 0;7rTA ALPJL P.H.
Width Lead 102 M.P.H.I I I*M.P.H. 120 1"LP.N. 130 NLP.K 1 140 SIX.N.I IMAK
Width LOW
LOW
0 Ft. a Ft
_Ft A;VLFE ILWn 11W SE Ft Ft 10 Ft 120 Ft aW--FL
3r 1.34
4r 114��a
10'-W --7-7- 8�7 7-i(r IT-3 --- ---V�Jrr--17�4 9'-W
W 5' 5-41' 6-51- ---W- -777---,7.7r---v_r- --T7
P-7 -7-Tir---77- F-41 --r-TTr-
er W-5* 7'.10-
1-0. sr 17-11 -10-7- -r-r
-5* -97- - - -
Gas r F-11T 7- g 7 r-r r-r
r IV-
V-11, i sr
W1. lu'-1- 9.1ir
=7 --
-57 _7
84 tr-1, 5!.1- 431 *a- 1 br-4-
7 W-3
X i V A 1�
6--itr 1 6-4" -I(r 5-4' 1 W-11'
9-7 1-7�3 - LU
j -j
r x 2*x 0.085" Z-x 47 x 0.050'Hollow Extrusion,
Hollow Extrusion
Zons In
Wind
LOW
Low iWIFF-mr-11-OWn. 120M.P.H.1 I P.H.1 148 II.P.H.1 150 102 N1.P-H MINYA 120 N.P.H.1 130 M.P.K 1 1140 M.P.H.1 190 ALPA. 0 <
VIPIC11311 Load
Applied Load
e 0 MG.Ft. 9 0 154.Ft.211 FL im FLI if#Mo.
9 srft ITS Ft2q*Ft. Isfft is
Ft.
36' 111.1(r I 3r 1W.7* is*-.- .4% IT-C
V) Cn Z
0) LLI
4r 101-11, 1-0-f- 1-4 4 17-11" iZ41
ZO
T-3, 157 0
48- 46' W-1i, =T15;Z
54- Fr 54' 1&-11- -7 77- 11--b- W-Itr
W W-2* 8'-6* ---77-IF- W 15'-2- -141- P
ar --17-=- --Tlr;4-� !V.l(r
W X-T F-77- rT -T-Tr-- ad L) Cl W
W-111 F-F I
72' 8*-4' r-91 -r2- --677---y.Tl'r- LU U)
7"-S* F1 us 6'-3- -77--717� -j
73, 711- 13r r 4- 101.5* 91-T W-11 I
12,-Ilr V4r
F_
0 Z
CD
C j<
14
C-insRoorm:The addrbonotolurninum"nowindowswith glism; #%asm 'g 4 ce)
Glass Room:The of akamnum harne windows wNh glass Dorms that am designed
to 110 M.P.H.wind bad requirements to Me above uprigid am ft SVWVM so
to 110 MY.H.wind load requireinents to the above Upright am$$increases,110.00911 so 2�Q Z
thist additional traming is not required.
Sawn Splimis on 3-side.u1nmon turned with 3-side parallel to sole plate. that additional Irarning is not required. LU Z 3
Using screen panel witftr"W(See typical gifts Main drawing.).select upright resitered W
Example
from the micamurn height allowed for each extrimom F-
Semen panel width W
sion Scram Splines on 3"We.extrusion Wed with 3"949 parallel to soft Plate. D
Idatirrium'H'for a Z'x x 0�()W Hollow Extru r -rr -j
See vpmlal'own rem U)
Using screen porm,wift W drewing.).select upiVM hegild"W
raparso
ftm the rnivurnurn height allowed for each extinnim.
Table 9.3 Allowable Loads On Metal Fasteners Table 9.4 Aftenna&e Angle and Anchor Systems for Beams Table 9.6 Aftermid"Anchor Selection Factairs for
(As Recommended By Manulactusers) Anchored to Walls,Uprights,or Carrier floarns, Anchor I Screw Ina
Sliff-TaPpIng and Machins Scram Allow"Loads Tensile -19�-Sci I Anchor She
FAMW to Noted
Strength 55.000 pal;Shear 24,000 Pei TO
Anchor Slai $0 a
Extrualort Type sin Deser"M To Wall
0.81) 0.58 0.4
Afoul to Metal- upftm I Sam so 1.00
00 1 012 1 0,57 33 026
Double Show Pull Out V x V x 0.00' 3116'_ #Io fill om 1. 2
Diameter show(1 (No.) V x I"X 1116'(0.06r) 3116* $12 012 0.56 Ot72 0.36
Single 1.-'00 0.78 246
F_ I O!a
a- 668 167 I"xl'x 1/8"(0.125') 3/16' #12 014 '-UA-6 I= .59 0.46
#10 --T1-8 209
angle LL -e
1-1/7 x 1-10 1116"(0.0an 1/4* #12 Smal 027 0,33
analle 1 0.46 1 QM 1.09 0.79
M 576 52 2W woo 1-10 x 1.lrz*3116"(0.186`1 1W F14 3W 0.21 026 1 036 1 OM . 0.79 1.00 (D
1144 731- 1/4' 014 1Z ZO
1W Ti- 1 380
Smile 1-10 x AlkwpwdwA n;for Anchor I Screw,Base
--1-.253 2' 1142 014
was 1,141,x IN$X11rIP(0065251 Concirshisnalft, Anchors
506
------ 1111,110 2"xrxO.093* 3M' lcominsis someac r maidnesess
3fr
ongle 2*xZ*x1/r(G.125") 5116, 5116' IW I 3W I
metal to PtVwood 00141111 2*x2x3/l6(Q.313') W, 10 ift%pl 1 0.50 1
0.83
sm. U-channal i-W x 1-3M"x 1,VV x ifir 3M' $14 OJS3 1 1.00 0
Itr 4 ply 4 ply I Iff- I Lj 5 Uzi
I 40hr U-char" I*x 2-1/r x 1*x 0.05(r 5/16* 5116 0M 1 0.50 1.130
oiwrwliw Shmsr(ftm.)Pull Out(lbs.)j Shear Pa.)jPuII Out(Ibs.4 Show low)PUNOL-tobs.) Q
U-channal I-I/r x 2-1/8'x I-IrZ x 0,047 Irr 0,14 MYNABOILMI-Wam:124W moliactively) tr to W LL.
4a I I Ij 1 59 1 134 1 71 Mesa: 0 of screws to been,wall,w0or post equal 10 depth of been
a 5 120 1 -1' i Ilr 1 55
1u[1 5 1 59 1 141 1 78 Pi�3. 1.1 uj V Uj
2 is 7 31 7a Table 9.5 Minimum Anchor Sin for Extrusions
A
t4 Woll Connection I IM" 1 OA5 1 x
.0
Multiply,to number of 06 scrows x M oft of-ndiciftidl
CONNECTING:POSTS im BEAM iselft for
maw
148 7420-29 3/16" 1 08
won Concrete Wood 0
Thru Bolt 2MM.- Upright
UP 10 11111 rADa even manbor of mum.
2 3 g I I is:
F N(IO)SBwremwor*qL*W.ftudmof$100=m I
Diameter !9' lL4;. 114" 1 IL
x,; I ,. '4;
P'2- !UZ 012 0.8 x 10 (a)#10
0-ftFL 1 S-3&ft $- ft
114-0 2"x 7- 1 3116' 010 3tlr 1 #10 -2
14M-59
3Wo 11130-44 rx6*orIessl 3/16* 08
lire - Near:Wall.boom and upright w inu snothar San shall be
.4.MGM
UKVM of Bolt to be MR used for super guitar owwacbms.
CONNECTING: POSTS to BEAUS using BOLTS for
PL
Thrill Oak rouamw of posomom C=
olam~ 3
S-50.Pt.I -a.F�L i a-S&FL
114"o M6- 1 44"-107
0.316 72
1111
lire 3192.gg 1 IWIM-4w
Length Of boa to be Stas or Post-W(Typicei)
Ahamirium Rivals,with Aluminton Allandrall Inum Riveft wift Aluadissm Marshall am
PJV*t Oftsiviter Tonsion law) 3 Rivet thametair Tonsion,P&
SH T
IN. 1 129 IN- 210
502- 1 187 263 51= 340
.2 1 375 1
3116" 445
Screw go.through 1..0. t rnarnbem.
AN barrel"ths;Celts industrial Quality.Use manuileck"m grip range to met WOO=Of
c0rAKb0n-Use chart.TO Select screw U.S."subablinjon of anchor 1 in drowinglis.
Mimrnuirl thwkness of frarne marrows is 0.036'alurnin.and 26 go.a".
OF
SELECT EDGE BEAM TABLE 3.1.1 ROOF
AND OR TABLE 3.1.2 SELECT BEAM FROM TABLES 2.1.1.2.1.2,AND 21.3
71� 2'x 3'x 0.050'
KNEE BRACE City
-1x,Beach
MINIMUM 3-112" �, 5f:��Rinqpepartment
LW— BEAM SPAN
SLAB ON GRADE OR
(USE W12 FOR BEAM SIZE)'
RAISED FOOTING At verifies compl a
nce with applicable
(SEE DETAILS FOR POST SIZE(SEE Flibnulilk,n and other CIO*
Vx2' local land
FOOTINGS) I ABLE 2.2.1 AND r-�gulations, but does not constitute
VARIES NO NIAX.(ELEV.SLAB OR ON diU31z) ;' ' '
SEE TABLE 2.1.1 AND OR TABLE 2.1.2 OR TABLE 2.2.2) 1 4;rp� ial lor the issuance of permits. Compliance
FOR SCREEN ROOMS AND 3.1.3 FOR __J
i�)ridE Building Code and all other applicable C=
TYPICAL GLASS ROOM Wlll�SOLID ROOF. TYPICAL FRONT MEW FRAMING GLASS ROOMS AFTER COMPUTING IF COIL STRAP,CONTINUOUS iuca� ,-,,ate and Federal permitting requireme
nts
(HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF I'x 2'PLATE TO BOTTOM OF WALL BEAM) 'ALARGESTVALUE FROM TRUSS RAFTER TO LAJ
Mua I pe verified by 7' nature of the City of Atlandc
ALTERNATE CONNECTION AT TYPICAL SECTION"FOURTH"WALL FOR ADDITIONS PERIMETER JOIST,IS NOT dtW Building 0 _I E=
prior Issuance of a
PROVIDED BY THE UN
FASOA ALLOWED(SEE LOAD WIDTH ADJACENT TO A MOBILEftMNUFACTURED HOME
MANUFACTURER Buil ffig Permi
oil
SECTION 7 FOR DETAILS) FOR ROOF BEAM
SPLICE TO BE REMOVE VINYL SIDILNGAND
LW JApp o v d Rv-
LOCATED 1/4 TO 1/3 DEN017ES SCREW PATTERN SOFFIT ON THE WALL AND
P12 16 Cot
SOLID ROOF BEAM SPAN AND NOT NUMBER OF SCREWS INSTALL SIMPSON 16 Cot
Date:
STAGGERED EACH STRAP FROM U I
SIDE OF SELF MATING TO BOTTOM OF PERIM R
ETE
EXISTING 1. PLATE TO BE SAME
O.H. BEAM JOIST a EACH TRUSS
SIZE BEAM AND UPRIGHTS -d-.5(r d-.5V--f 1- " .
STRUCTURE THICKNESS AS BEAM RAFTER. NAIL STRAP W/16d
(SEE TABLES) + + +
SELECT FASTENERS .75, WEB COMMON @ TRUSS RAFTER
VARIES FROM TABLE 1.6
9 PLATE CAN BE INSIDE
P PROJECTION FROM BLDG. I AND PERIMETER JOIST,
OR OUTSIDE BEAM OR SCREW COIL STRAP TO
LW=LOAD WIDTH d HEIGHT OF BEAM INSTALL NEW AUGER ANCHOR
.75* . . . . . . . .. LAP CUT SHEATHING WI#Sx 1*DECK
P VARIES I
tz ii @EACH NEW PIEFL INSTALL -J
SCREWS Q 16-O.C. (n
TYPICAL S REEN BEAM SPLICE SHALL 1*MAX. FASTENER SUE, 1W CARRIAGE BOLT THRU
VERTICALLY. REPLACE VINYL
BE MINIMUM d-.5(r NUMBER AND PERIMETER JOIST AND STRAP
NOTES:ANCHOR 1 1 x 21 OPEN BACK EXTRUS ION WITH 114"x 2-1/4'CONCRETE FASTENER MAXIMUM OF Z-0` SPACING SIDING. TO NEW AUGER ANCHOR 0 Z
ON CENTER AND WITHIN 6"OF UPRIGHT ANCHOR I"x 2'TO WOOD WALL WITH TYPICAL BEAM SPLICE DETAIL
HEIGHT 2 x(d-.5W) (SEE TABLE 1.6) 0
#10 x 2-11r SHEET METAL SCREWS WITH WASHERS OR#10 x 2-1r7 WASHER HEADED SCREW 7-0' LENGTH
u) 0)
ON CENTER. ANCHOR BEAM AND COLUMN INTERNALLY OR WTH ANCHOR CLIPS AND#10 SCREWS Extrusion Sizing Table U) LL1 Z
AND WASHERS.
0
Upright Size Max.Bow Sim Knee Brace LIJ
SELECT FRONT WALL BEAM FROM T)OLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P12+O.H. 2"x 2x 0.036" 2x 4' —
21 x Lr x 0.036' PROVIDE NEW 4,6*OR lgr'x
0 0
SELECT FOURTH WALL BEAM FROM"rABLE 2.1.3 USING P12 3"x 2"x 0.050" 2*x4' 2'x 3'x 0.050* 16*CMU PIER AND SOLID ad
FOUNDA71ON BLOCK @&-(r -J D Ul Z
3"x 3'x 0.06T 2-x 6-S.M.B. 7 x 3*x 0.050' 1 W Q 0
MAX 0.C.ALONG
General Notes and Specifications: 3*x 3*x 0.093" 7 X 8,S.M.B. 7 x 3'x 0.050* CD
3'x3*xO.125' 7 x 7 S.M.B. 3'x 3*x 0.093' ATTACHMENT WALL cn 0
1. The following structures am designed to be marrkid to block and wood frame structures of adequate structural capacity.The
>
contractor/homeowner shiih verify that the host itructure is In good condition and of sufficient strength to hold the proposed addition.
2!5
2. If there is a question about the host structure,the owner(at his own expense shall him an ard*ect,engineer,or a cartified home LU Z
W
Inspection Company to verify host structure capacity.
nVE IX121
3. The fbilowing rules apply to attachments mvohmg mobile and manufactured homes: V F- L) D
TYPICAL WALL SECIMN"104
a.Structim to be placed adjacent to a mobile/manufactured home built prior to 1994 shall use'fourth wall construction'or shaft
provide detailed plans of the mobile/manufactxed home and inspection report Wong with addition plane for site specific review MOBILE I MAM)MMMSID HME-r-
and seal by the engineer.This applies to all screen/glass rooms and/or structures to be attached.
b. Fourth wall Construction means the addition stwill be he standing with orgy the roof fla hing
e s of the two units being attached.The
most common'fourth wall construction*Is a po;t&boom frame adjacent to the mobile/manufactured home.The same span
USE BEAM TO PR
bibles can be used as for the front wall beam.For fourth wall beam use the carrier beam table.The post shall be sb!ed according SPANS PER TABLES WALL DETAfl-
to this manual and/or as a minimum be a 2"x 3"x 0.050*with an 18"x 2'x 0.044*knee brace at each arid of the beam. COMPOSITE PANEL OR PAN
c. For mobile/manufactureci homes built after 1919,structures may be attached,provided the project follows the plan provided in
this manual.The contractor i owner shall provide verification of the structu
ral system used to build the host structure. W
d.Any 81taChMerit that extends more than 16'froni a mobile manufactured home wall shall require site specific engineering. THE DESIGNSAND SPANS SHOWN ON THESE DRAWINGS ARE -r Z
u
PA
0
BASED ON THE LOAD REQUIREMENTS FOR THE FOLLOWING 0) 0
4. Section 7 contains span tables and the aftachmeni details of pans and composite panels. I.- Z It
CODES:
C Z 0
1)STANDARD BUILDING CODE 1997.CHAPTER 16
5. Screen wails between existing walls,floors,and ceilings shall be allowed and spans shall be figured the San*as other screen wails. C: 41 "W,
NCLUI ING SSTD10-% 7Z
0
S. When using TEK screws in fieu of S.M.S.,longer scram must be used to compensated for drill head. 2)BIOCA NATIONAL BUILDING CODE 1996
VARIE�"�
3)TEXAS DEPARTMENT OF INSURANCE WINDSTORM Lu
7. SOME LOCAL BUILDING DEPARTMENTS,SUCH AS PINELLAS COUNTY,MAY REQUIRE MINIMUM WALL THICKNESS OF VARIES RESISTANT CONSTRUCTION 1998 Z—
VARIES ILI 0 0
EXTRUSIONS.CHECK WITH YOUR LOCAL BUILDING DEPARTMENT BEFORE PLANNING YOUR PROJECT. VARIES VAMFUES Ui
Z W UJ U.
UPRIGHT HEIGHTS JOB NAME: ArngCg uJ M
MINIMUM 2*x 2"x 0.03r SOLID COVER UJ V UJ
TYPICAL SLOPED SOLID R X
(TYPICAL) EDGE BEAM Lu ENCLOSURE TYPICAL GABLE SOLID ROOF ENCLOSURE ADDRESS: 2-;r7 GeLvebckc� 4) (30
to
>
A7 7ki-t
17 DRAWING FOR ONE PERMIT ONLY
ANGLE(1)SIDE OR BLIND
2*x 2'WIND0W HEADER WIND LOAD TO SNOW LOAD CONVERSION TABLE'
SCREW
50 YR S140W LOAD DESIGN 940W LOAD WIND LOADfOUILONG TyPE
5-25#/SO.Fr. 3.15#/SO.FT. :95 MPH/OPEN C\
MAXIMUM WIDTH= Lu
WINDOW ADDITION ANCHOR
EDGE BEAM SPAN 26-30#/SQ.FT. 61-70#/SO.Fr. -100 MPH I OPEN
L W1 MIN,010 x I'S.M.S.@ 6-
u,> 31-35#/SCIL FT. 61-70#/SO.FT. IZD MPH A OPEN
FROM EACH CORNER AND
IWO.C.MAX 110 MPH
36-60#/SO.Fr. 61-70#/SO.Fr. /ENCLOSED
CHAIR RAIL
61-70#/SO.FT. 61-70#t SO.Fr. 120 MPH/ENCLOSED `10 CZ
J J 2*x 2"ALUMINUM EXTRUSION
SELECT ROOF OR WALL kiEMMM FROM APPROPFRATE WND LOAD TAKES. SEAL
S[T
KICK PLATE PURSUANT TO PROVISIONS OF THE FLORIDA DEPARTMENT OF TEXAS CONVERSION TABLE:
ANGLE(1)SIDE OR BLIND
HIGHWAY SAFETY&MOTOR VEHICLES DIVISION OF MOTOR
SHEETING MINIMUM ONE SIDE VEHICLES RULE ISC-2,THE SPAN TABLES.CONNECTION DETAILS, CONVERSION FACTORS
BEAM FR SPECAFICATIONS ARE DESIGNED WIND ZONE ROOF
SLAB 3-1/2"MINIMUM I WALL
ANCHORING AND OTH TO BE
MARRIED TO CONVENTIONALLY CONSTRUCTED HOMES AND I OR WARD,OF I.C.W. 0.67 1.00
(SEE DETAIL)
MANUFACTURED HOMES AND MOBILE HOMES CONSTRUCTED INLAND OF I.C.W. 0.74 1.00
TYPICAL ELEVATION GLASS ROOM WALL TYPICAL ELEVATION GLASS ROOM WALL AFTER 1984,
INTERCOASTAL WATERWAY
OF 71
cop*
__j
C=
F=
PAN ROOF ANCHORING DETAILS
COMPOSITE ROOF ANCHORING DETAILS
ALTERNATE CONNECTION: EXISTING TRUSS OR RAFTER
EXISTING HOST STRUCTURE:
(3)#8 SCREWS PER PAN SEALANT WOOD FRAME.MASONRY OR
WITH 1*MINIMUM
OTHER CONSTRUCTION
EMBEDMENT 114TO FASCIA 08 x I/T S.M.S.(3)PER PAN EXISTING TRUSS OR RAFTER
THROUGH PAN BOXED END (BOTTOM)AND(1)0 RISER 08 x 10 S.M.S.SPACED
(TOP) r O.C.BOTH SIDES
-TE BELOW)
HEADER(SEE NO ROOF PANEL I-FASCIA(MINIMUM)
ROOF PANEL BREAK FORMED METAL SAME
ail
THICKNESS AS PAN
(M
MIN -j
MUM)ANCHOR TO
0)
Lu 2
FASCIA AND RI2ER OF PAN AS
D
SHOWN 0 z
#10 x I-10S.M.S.OR WOOD 08 x 314'SCREWS a 6'0.C. 0
#10 x I-lW S,M-S-(1)PER
#8 x lr2*SCREWS a 6"O.C. cf)
WOOD SCREW(1)PER
RAFTER OR TRUSS TAIL #8 x lr2"S.M.S.(3)PER PAN
\ 7 #8 x lrr S.M.S.SPACED cf) cf)
#10 x 3/4'S.M.S.Q 12'O.C.. (BOTTOM)AND(1)a RISER RAFTER OR TRUSS TAIL ROOF PANEL
p a 8-D.C.BOTH SIDES
(Top) #10 X 39'S.M.S.OR WOOD < 1% 0
EXISTING FASCIA uj
EXISTING FASCIA SCREW SPACED a 17 0.C.
t
ROOF PANEL TO FASCIA DETAIL uJ
ROOF PANEL TO FASCIA DETAIL
*door--
mwz
SEALANT 0,01 1
FOR MASONRY USE
1/41 x 1-114,TAP-CON ANCHOR
#8 x 1/2*S.M.S.(3)PER PAN
FOR MASONRY USE #8 x lr2*S.M.S.SPACED
(BOTTOM)AND(1)a RISER
OR EQUAL Q 24"D.C.FOR 19"x I-lW TAPCON ANCHOR IL)
a 8-O.C.BOTH SIDES LLI
WOOD USE#10 x I-ijr S.M.S. (TOP)
z cl)
OR EQUAL a 24-D.C.FOR
OR WOOD SCREWS a 2-D.C. HEADER(SEE NOTE BELOW) ROOF PANEL HEADER(SEE NOTE BELOW) LU Z
WOOD USE#10 x 1-Ir-P S.M.S. Ill
OR WOOD SCREWS
ROOF PANEL #8 x 9116*S.M.S.a Ir D.C.
a 12r-O.C. D
tu
Lu
CL FOR MASONRY USE co <
Lu,
a 114*x 1-114*TAPCON ANCHOR
OR EQUAL a 24-D.C.
FOR WOOD USE#10 x 1-irr
S.M.S.OR WOOD SCREWS
EXISTING HOST STRUCTURE: air D.C.
EXISTING HOST STRUCTURE 08 x V7 S.M.S.SPACED
WOOD FRAME,MASONRY OR
#8 x 1/2*S.M.S.(3)PER PAN WOOD FRAME,MASONRY OR a 8-D.C.BOTH SIDES
W
OTHER CONSTRUCTION (BOTTOM)AND(1)a RISER OTHER CONSTRUCTION
ALTERNATE ROOF PANEL TO WALL DETAIL
(TOP)
ROOF PANEL TO WALL DETAIL
ROOF PANEL TO WALL DETAIL
NOTES:
ROOF PANELS SHALL BE ATTACHED To THE
HEADER WITH(3)EACH#8 x 11r LONG
CORROSION RESISTANT SHEET METAL SCREWS
NOTES. WOW STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA
WITH 1/2'WASHERS. ALL SCREW FRAMING WHERE POSSIBLE ONLY 15%OF SCREWS CAN BE OUTSIDE THE TRUSS
HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE BUTTS. SUB-FASCLA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS.ALL SCREWS NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER W/(3)EACH#8 x V7 LONG
WASHER AND THE PAN. PAN RIBS SHALL RECEIVE(1)EACH#8 x V7 SCREW EACH.THE INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4"WASHERS OR SHALL BE CORROSION RESISTANT S.M.S.W1 10 WASHERS. ALL SCREW HEADS SHALL BE rL <
PANS MAY BE ANCHORED THROUGH BOXED PAN WITH(3)EACH#8 x I-OF THE ABOVE
WASHER HEADED SCREWS. CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. im
SCREW TYPES AND THE ABOVE SPECIFIED RIZER SCREW. #8 x 9116-TEK SCREWS ARE
ALLOWED AS A SUBSTITUTE FOR#a x llr S.M.S. HEADER INSIDE DIMENSION SHALL BE EQUAL To PANEL OR PANS*r. THE WALL PAN RIBS SHALL RECEIVE(1)EACH#8 x ir2"SCREW EACH. THE PANS MAY BE
ANCHORED THROUGH BOXED PAN W/(3)EACH#8 x I'OF THE ABOVE SCREW TYPES
THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL 0
W uj 0 z
AND THE ABOVE SPECIFIED RIB SCREW CA
WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH
ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO.T14E ANCHORS DETAILED 0 ul w
r uj Lu
ABOVE ARE BASED ON A LOAD FROM 120 M.P.H.FOR SBC SECTION l6D6 FOR A
MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE.
6
C=
C"i
SEAL
ET
OF 7
ALTERNATE CONNECTION BEAM HEADER
i
DETAIL 1'x 7 WITH
PAN ROOF,COMPOSITE
PANEL OR HOST STRUCTURAL (3)#10 x 1-1/2a S.M.S.INTO I
c FRAMING SCREW BOSS 2
ANGLE CLIPS MAY BE
(2)#10 x 1 1/2"S.M.S.INTO I I I
SUBSTITUTED FOR C=
SOLID ROOF SCREW BOSS C002
INTERNAL SCREW SYSTEMS
(4)#8 x lr2'S.M.S.EACH SIDE ANCHOR V x 2'PLATE TO colz
TOP 1 x 2 OR 2 x 2 ATTACHED
OF POST CONCRETE W1 1/4*x 2-1/2'
MIN.(3)#10 x I lr2S.M.S.
TO POST Wl Vx I"x C=
--/ p CONCRETE ANCHORS WITHIN
ANGLE CLIPS EACH SIDE OF 6'OF EACH SIDE OF EACH
POST INTO SCREW BOSS
POST AND 24*O.0.MAX.
I'x2"EXTRUSION E=
CONVENTIONAL FRAAMNG OR
MIN.3-117 SLAB 2500 PSI
ALLM14UM FRAME SYSTEM CONC.6 x 6-10 x 10 W-W.M�
1-1/8"MIN.IN CONCRETE
AS MIN.SHEET ONE SIDE FOR WINDOW FRAMING CAN OR FIBER MESH
SCREEN ROOM AND BOTH ATTACH DIRECTLY TO 1:CLIP OR'U'CHANNEL CHAJR VAPOR BARRIER UNDER
SIDES FOR GLASS ROOM.USE
HEADER RAJL ATTACHED TO POST W/
STANDARD NAIL OR SCREW CONCRETE
MIN.(4)#lD S.M.S.
PATTERNS FOR ANCHORING. i
ALTERNATE HOLLOW UPRIGHT TO BASE AND
HOLLOW UPRIGHT TO BEAM DETAIL
(4)#10 x lr2*S.M.S.EACH
GLASS WvdM INSTALLED 2"x2'OR2*x3'OR2"SMB
PER MANUFACTURERS GIRT OR CHAIR RAIL AND POST SIDE OF POST
KICK PLATE 2'x 2*0.032*
SPECIFICATIONS -j
AMN.HOLLOW RAIL <
HEEADER BEAM 2 D
ANCHOR 1 x 2 PLATE TO 0 0 0 z
CONCRETE W"19"x 2-1/2'
0 0 <
CHOR l*x Z'CHANNEL TO 0
ALUMINUM SHEETING OR CONCRETE ANCHORS WITHIN Ir I x 2 OR 2 x 2 ATTACHED TO AN H-BAR OR GUSSET PLATE co
CONCRETE WITH 1/4*x
OF EACH SIDE OF EACH POST AT
VINYL 24*O.C.MAX.OR THROUGH BOTTOM W/1*x I*x 2"x 1/1 tr 2-1/4"CONCRETE ANCHORS ri) C/)
a
0.045*ANGLE CLIPS EACH WITHIN B"OF EACH SIDE OF V) LU Z <
ANGLE AT 2r O.C.MAX.
SIDE AND MIN.(4)#10 x 117 EACH POST AT 24'O.C.MAX 0
MIN.(4)#10xlrrS.M.S.@ LLI
S.M.S. OR THROUGH ANGLE AT 24' EACH POST
1. O.C.MAX 0 0 cr)
x 2"x 0.037 MIN.OPEN od
I'x T EXTRUSION
D w
-j
BACK EXTRUSION CD 0
z
MIN.3-lr2*SLAB 2500 PSI MIN.3-llr SLAB 2500 PSI 0 0 CD
CONC.6 x 6-10 x 10 W.W.M. 1-1/Ir MIN.IN CONCRETE CONC.6xr3-10xlO W.W.M.OR - z 0) 0
REM > C'4
A OR FIBER MESH FIBER MESH 1-118"MIN.IN CONC
A VAPOR BARRIER UNDER A4 U.1
CONCRETE VAPOR BARRIER UNDER ;i D
CONC Lu Z
w
POST TO BASE,GIRT AND POST TO BEAM DETAIL
ALTERNATE PATIO SECTION TO UPRIGHT AND D
PATIO SECTION TO BEAM DETAIL
<
GLASS ROOM WALL SECTION
COMPOSITE ROOF PANELS: RISER PANELS:(3)#8 x lZ
2*x2"ORrx3"POST (4)1/4'x 4*LAG BOLTS W1 S.MS.PER 17 PANEL
I-1/W.FENDER WASHERS PER
ANCHOR RECEIVING CHANNEL TO #8 x 9/16*TEX SCREWS BOTH EDGE SEAM Aw PAWL ACROSS THE
CONCRETE W/FASTENER(PER SIDES
FRdkT AND 24-D.C.ALONG
LJJ
TABLE)WITHIN 6-OF EACH SIDE
OF EACH POST @ 24-D.C.MAX. 2-1/8*x V U-CHANNEL OR SIDES
1-12-OPEN BACK ATTACHED
RECEIVING CHANNEL
*x
TO FRONT POST Wl SM WALL HEADER
LL V
FROM EACH END OF POST BACK W/MIN.(2)#10 x 1-11Z
AND 24'O.C. S.M.S.
MIN.3-1Z SLAB 2500 #10 x I-111T S.M.S.MAX 6' ATTACHED TO Vx 2"OPEN Z 0
P
st tu
CONC.6x6-lOxiOW.W.M.
HEADER ATTACHED TO POST (L
OR FIBER MESH CONCRETE ANCHOR I I \\-
7 x 2"OR 2x 3*HOLLOW W/MIN.(3)*10 x 1-112'S.M.S.
VAPOR BARRIER UNDER (PER TABLE) IN SCREW BOSSES tm- yj
11-1/8'MIN.IN CONCRETE
CONCRETE W ui 0 Oz
SIDE WALL GIRT ATTACHED Q CL
w en Lu U-
FRONT WALL GIRT TO 1*x 7 OPEN BACK W1 ad
rx*-.r.roFtr r x P
WN.(3)#10 x 11-11T&M.S.IN GIRT AND KICK PLATE T x T 'u
ALTERNATE POST TO BASE CONNECTION DETAIL 1 HOLLOW RAJL -HOLLOW(SEE;U&BLES) 0
SCREW BOSSES
cc
2x2'ORrx3"POST
ANCHOR RECEIVING CHANNEL TO #8 x 9/16*TEK SCREWS BOTH FOR SW-EXTRUSIONS GIRT
CONCRETE W/FASTENER(PER SIDES I'x 2*OPEN BACK ATTACHED FRONT AND SIDE 130TTOM ATTACHED TO P I b6TrTH
TABLE)WrrHINl 6'OF EACH SIDE TO FRONT POST W/ RAILS ATTACHED TO MIN.(3)oi6x 1-irr sms.IN
I'x 2-Iff x I'LLCHANNEL OR
OF EACH POST @ 24'O.C.MAX. #10 x 1-ltr S.MS.MAX 6" POST ATTACHED TO BOTTOM SCREW BOSSES
-�o CONCRETE W1 114'x 2-1/4'
RECEIIVINIG CHANNEL
p FROM EACH END OF POST CONCRETE/MASONRY Wl MIN.(3)#10 x 1-1/2S.M.S.
ANCHORS 0 B-FROM EACH
0 0 AND 24'O.C. IN SCREW BOSSES 1*x 2'OPEN BACK BOTTOM
POST AND 24 0.C.MAX.AND
WALLS MIN.1:FROM EDGE OF RAIL
MIN.3-lr-r SLAB 2WO PSI
CONCRETE SEAL
CONC.6 x 6-10 x 10 W.W.M. 4
I - I EET
OR FIBER MESH CONCRETE ANCHOR
(PER TABLE)
'ASEAL
VAPOR BARRIER UNDER
1-1/8"MIN.IN CONCRETE 114'k 2-1W MASONRY
j i CONCRETE
ANCHOR Q 6-FROM EACH
POST AND 24-D.C.(MAX)
ALTERNATE POST TO BASE CONNECTION DETAIL 2 TYPICAL CORNER DETAIL
TYPICAL UPRIGHT DETAIL
OF
#8 x 1 rr ALL PURPOSE PAN ROOF ANCHORING DETAILS C=
SCREW@ 12-D.C.
RIDGE CAP SEALANT
BREAKFORM FLASHING HEADERS AND PANELS ON PAN HEADER(BREAK-
c/2
BOTH SIDES OF BEAM FOR FORMED OR EXT.)
GABLED APPLICATION C=
#8 x Wlir TEK SCREWS
L.Lj
0 PAN RIBS EAC
6' H SIDE
1(r
CAULK ALL EXPOSED
SCREW HEADS
BEAM TO MIN.POST
(SEE TABLE 1.6)
#8 10 S.M.S.(3)PER PAN
PAN OR COMPOSITE ROOF
AND(1)AT PAN RMER PANEL
ALTEP44ATE CONNECTION:#8 #8 x VT S.M.S.(3)PER PAN
x 1-19*SCREWS(3)PER PAN ALONG PAN BOTTOM
INTO BEAM THROUGH BOXED
3*COMPOSITE ROOF PANEL
S� L END OF PAN AND HEADER
(SEE 73PAN TABLE) ROOF PANEL TO BEAM DETAIL U)
CR HOUL —j
S
FASTENING SCREW SHOULD D
0 z
BEA MIN.OF 1*BACK FROM WHEN FASTENING PANELS ANGLE(SEE SECTION 9 FOR
THE EDGE OF FLASHING FOR PAN ROOFS: 0 <
NOTE: WHEN SEPARATION BETWEEN OR PANS TO WOOD PLATES SIZE AND NUMBER OF — r
0
DRIP EDGE AND PANEL IS SCREWS SHALL HAVE A (3)EACH NO x 117 LONG S.M.S. SCREWS)ANGLE LENGTH
STRIP SEALANT BETWEEN 0 0 0 cn co
LESS THAN 34"THE MINIMUM EMBEDMENT OF I' PER 12*PANEL EQUAL TO BRACE DEPTH 0
FASCIA AND HEADER (L
FLASHING SYSTEM SHOWN IS PLUS(+)4*ATTACH EACH w U) LU Z
a 0 0
REQUIRED ANGLE TO FASCIA PER w D
SECTI o
0 C)
0 cd L) 0 1--
MINIMUM CANTILEVER BRACE a 0 D ui z
T x 3'x O.OW OR EQUAL TO 0
1. FLASHING TO BE INSTALLED A MIN.6'UNDER THE FIRST ROW Of SHINGLES.
I POST SIZE USE(BRACE I-- olol
2. STANDARD COIL FOR FLASHING IS 16'
Lu
ON 9 0 0
ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS ' 't
.019 MIL.COIL r DEPTH+1)REQUIRED
04
3. FIRST ROW OF NAILS WILL HAVE TO BE REMOVED TO INSTALL FLASHING PROPERLY. NUMBER OF#10 x 9(16"S.M.S.
>
4. FLASHING WILL BE INSTALLED UNDER THE FELT PAPER WHEN POSSIBLE. ROOF PANEL A .2 LIJ
5. HEADER WILL BE PUTTY TAPED AND CAULKED EVEN THOUGH FLASHING IS TO FOR COMPOSITE ROOFS: (PER TABLES SECTION 7) EACH SIDE Z Q cl)
#10 x(I+lr2*)S.M.S.W/ In z
BE INSTALLED. 1-11,rO FENDER WASHERS BEAM TO WALL CONNECTION Lu —
6. IF THE DROP FROM THE EDGE OF THE SHINGLE DOWN TO THE TOP OF THE H SUPPORTING BEAM 21
EADER 0 12-O.C.(LENGTH= (SEE SECTION 9) w
(PER TABLES) L) D
IS MORE THAN 1*THEN THE DRIP EDGE WILL HAVE TO BE BROKEN TO CONFORM PANEL THICKNESS+l-)
I<
TO THIS DROP. W
@ ROOF BEARING ELEMENT 8 OVERHANG DIMENSION
7. WHEN USING FLASHING THE SMALLEST SIZE HEADER AVAILABLE SHOULD BE USED 12* (SHOWN)AND 24-O.C.0
.03 MIL ROLLFORM OR 8'BREAKFORM IS BEST SUITED FOR HEADER SINCE IT NON-SEARING ELEMENT(SIDE A=WIDTH REQUIRED FOR
KEEPS THE FLAP LIP OF THE HEADER BACK FROM THE EDGE OF THE FLASHING. WALLS) GUTTER
Li
8. WHEN SEPARAT
ION BETWEEN DRIP EDGE AND PANEL FLASHING IS REQUIRED 11r
SEPARATION MINIMUM.
9. STRIP SEALANT BETWEEN FASCIA AND HEADER PRIOR TO INSTALLATION. ROOF PANEL TO BEAM FASTENING DETAIL CANTILEVERED BRACE CONN�CTION TO WALL AND FASCIA DETAIL
W
Z 0
Lu �-
(3)#10 x 2 IW S.M.S.@ LIM 2* 4*FASCIA CL <
MINIM c)
-j
RAFTER TAILS OR 2*D.C.MAX
uj
W/7 x Ir SUB FACIA
0 z
W u
gin
(D cc EL
a: to uj LL
ui 0" -j
Lu uj
0 X
0
0
cu
RECEIVING CHANNEL OVER 0
BEAM ANGLE PROVIDE 0.060' NOTCH ANGLE FOR GUTTER
SPACER 0 RECEIVING 0
CHANNEL ANCHOR POINTS MUST REMAIN FOR ANGLE
0 STRENGTH
T-
0 Z*x 3*x O.OW MIN.W/(4)
#10 x 3/4'S.M.S.FOR LARGER
2
ANGLE,ANCHORS,AND BEAMS USE(BEAM DEPTH+1)
RECIEVING CHANNEL PER FOR NUMBER OFSCREWS cz
SECTION 9 (SEE SECTION 9)
ET
CANTILEVERED BRACE CONNECTION A FASCIA(END VIEW)
OF
RIDGE CAP
Lu
98 x 1/2"(3)PER PANEL
@
#8 x 117 24*0.C.
@
1-V7 x 1-1/7 x O.OW ANGLE PRIMARY BEAM
Lu C=
(L
EACH SIDE OF CONNECTING (SEE TABLE 3.1.1
BEAM WITH SCREWS AS SHOWN
@
(L
LLJ
vtoof co-12
r MAXIMUM __j
p W fSOUDI ROOF PANELS C=
x
L)w (COMPOSITE OR PAIN TYPE)
le m ro
27 _=0 EDGE BEAM(2 x 3 HOLLOW CARRIER BEAM
FASTEN PANELS TO EDGE
BEAM PER DETAILS IN w' SHOWN)SIZE PER TABLE 3.1 (SEE TABLE 3.12) MINIMUM#8 S.M.S.x 39*LOW
SECTION 7 AND OR 3 rr-Tw US g NUMBER REQUIRED EQUAL TO
IL X
to LU SCREEN OR SOLID WALL BEAM DEPTH IN INCHES
x (MAY FACE IN OR OUT)
N z
EAM SUPPORT STUDS x ul x 2 Wu NOTE: EXTRUSIONS WITH INTERNAL SCREW BOSSES MAYBE CONNECTED WITH(2)*10x 1-lir
ma rag
(TYPICAL) F,[up i INTERNALLY
Cc POST SELECT PER TABLE 32
CARRIER BEAM TO BEAM CONNECTION
USE 2 x 3 MINIMUM
RECEIVING CHANNEL(6)#8 x 11r S.M.S. HOST STRUCTURE ROOFING NOTE: ANGLE OR RECEIVING CHANNEL
EXTRUSIONS WITH INTERNAL SCREW
TO STUD AND(8)SO x 112"S.M.S.M BEAM
FASCIA AND SUB-FASCIA BOSSES MAY BE CONNECTED WITH(2)
#10 x 1-1/2"INTERNALLY
(2)1/4x 2*LAG SCREWS @ 24*
0.C.(MAX)EACH STRAP
::: r
2-STRAP-LOCATE @ EACH Lu
0
-j 0 z
POST
ft
lw 0 <
(n
X0 w 0 \
Y BEAM cn cn
1/4-BOLT 24-D.C.MAX. .0 PRIMAR
WITHIN WOF EACH POST C40 Uj Z
S MINIMUM#8 S.M.S.x 3f4'L (SEE TABLE 3.1.1) 0 w 0
FASTEN 2 x 2 POST !rl 7 0 LLI
W/(2)EACH#10 S.M.S.INTO NUMBER REQUIRRED EQUAL0 w D —
0 0 P
S
0 BEAM DEPTH IN INCH 0
0 0 SCREW SPLINES E ca L) 0 cr)
6(r MAX 0
D LU z
0 0 2"x 6*S.M.B.HEADER —/ 1, -1
USE ANGLE EACH SIDE FOR 0 C)
0 0 2 x 2 TO POST CONNECTION
ALTERNATIVE BEAM SUPPORT ja 77. BEAM TO WALL CONNECTION: in 01P
0 0 WITH HOLLOW POST 5"SUPER GUTTER.
DISTANCE FROM > CN L)
(2)2'x 2x 0.060"EXTERNALLY MOUNTED ANGLES TO WOOD WALL WITH MINIMUM(2)318'x 2'LAG
2'x 2"x 0.062'ANGLE EACH IF KNEE BRACE LENGTH FASCIA TO HOST SCREWS PER SIDE OR(2)114"x 2 IW CONCRETE ANCHORS TO CONCRETE OR MASONRY WALL ADD(1) LLI
SIDE(3)EACH#8 S.M.S.EACH STRUCTURE Z D rn
LLI z
EXCEEDS TABLE 1.7 USE ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3*
LEG INTO POST AND INTO WITHOUT SITE LLI
CANTILEVERED BEAM (ALTERNATE)(1)1-3/4'x 1-&4"x I-W x Ifir INTERNAL U-CHANNEL ATTACHED TO WOOD WALL WITH
GLASS ROOM FRAMING DETAILS GUTTER(MIN.) SPECIFIC
CONNECTION DETAILS ENGINEERING MINIMUM(3)3/8*x 2"LAG SCREWS PER SIDE OR(3)1/4"x 2-1/4*CONCRETE ANCHORS TO CONCRETE OR
W51
MASONRY WALL ADD(1)ANCHOR PER SIDE FOR EACH INCH OF BEAM LARGER THAN 3-
<
SUPER GUTTER RISER(OR TRANSOM)WALL(d)FASCIA(WITH SOLID ROOF) CARRIER BEAM TO WALL CONNECTION
y to to uJ z
BEAM TO MIN.POST
(SEE TABLE 1.6)
l"x?x0.044"
MINIMUM 2"x 4'FASCIA
'T
Z 0
x rx2*xo.ow
CL
M
w
W uj 0 0z
00
0 @ 2*x 2*PATIO EXTRUSION CONVERSION DETAIL I ix
�1-0, w u-
ANGLE(SEE SECTION 9 FOR uj w
r
SIM AND NUMBER OF -Z x
l'xZl25"rl'x6.040
4) (Z 0
0
SCREWS)ANGLE LENGTH 0
RECEIVWG CHANNEL
EQUAL To 8 0 a 0
RACE DEPTH
2.125"1 EACH SIDE
PLUS(+)4-ATTACH EACH Lu 0 2.0(r
a 0 NOTCH ANGLE FOR GUTTER
0 0 -
ANGLE TO FASCIA PER RECEIVING CHANNEL OVER ATTACH CHANNELS TO
9 0 BEAM ANGLE PROVIDE O.OW 0
SECTION 9 0 0 0 go MUST REMAIN FOR ANGLE IIXISTING;�x 2-PQST
0 SPACER @ RECEIVING 0 STRENGTH
R BRACE
MINIMUM CANTILEVE CHANNEL ANCHOR POINTS
A-0.475 in.'
r x 3"x 0.05(r OR EQUAL To
(3)#10 x 2 1/2*S.M.S.@
1 21 x 3x 0.05(r MIN.W1(4)
POST SUE USE(BRACE #10 x 314"S.M.S.FOR LARGER WT=0.544 plf.
RAFTER TAILS OR 2r'O.C.MAX
DEPTH+1)REQUIRED W/2"x 6*SUB FACIA BEAMS USE(BEAM DEPTH+1) 0.045" lx-0.555 A EXISMG 2'x 2')r 0.044*
NUMBER OF#10 x 9/16"S.M.S. FOR NUMBER OF SCREWS Sx-0.372 in.' UPRIGHT
EACH SIDE ANGLE,ANCHORS,AND (SEE SECTION 9) 6063-T6 WINDOW FRAME C:)
RECIEVING CHANNEL PER
A WIDTH REQUIRED FOR GUTTER
0— A B SECTION 9
SEAL
B OVERHANG DIMENSION 2"x 3"x 0.045*PATIO SECTION CONVERSION DETAIL 2
CANTILEVERED BRACE CONNECTION(cD FASCIA(END VIEW)
-11EET
BEAM TO WALL CONNECTION(SEE SECTION 9)
NOTE:OTHER POSSIBLE EXTRUSION SECTIONS
NOT SHOWN SEE ENGINEERING MANUAL
CANTILEVERED BRACE CONNEC ION TO WALL AND FASCIA DETAIL OPTIONAL SCREEN ROOM TO GLASS ROOM
T
CONVERSION DETAILS
OF
0
co,*
C=
U)
LU
L.Li
<
12' 12'
>
MATERIAL:0.019*,O�0=,0.028',0.030,OR 0.036"3105 H-28 ALUMINUM ALLOY ull
12.00'x 2.50*SUPER PAN OD ROOF PANELS(PATENT#4,918,898) 12"x VARIOUS HEIGHT RISER ROOF PANEL
Table 7.3.5 Allowable Spans for Royal Aluminum PANS for Various Louis Table 7.3.6 Allowable Spans for Royal Aluminum PANS for Various Loads
propristsfy IN AkonkvinvAlliall,31105H.41111
Manufacturers Proprietary Products: Aluminum Allay 3105 M-28
2.11r x Ir x"M super Panel
3*x ir x 0.019"Rivar Panois
Open Buildings
aulicill"lls
Wind Applied Wind Open Buildings Enclosed Bididww
Candbon
Applied
Roo- Load IA2 3 1 4 R M. Lead 1&2 3 1 4 ill= V*W Applied Ovorhang Condiflon Wind Applied Ovwtmv Con"on
Sam Span Soon Caroover apen Soon ften Canisom
_ ;1.21,3.
102 ALPA '.74 — 'Iftlan U3,,1 1&2 3 4 ill=
17 11'4r 14'-r 14'.r V_v 102 ILPAL 30 7-r II'-I(r Ir-1'I 4r4r cantilem Span 3pon Span Candlever _j
cl)
110".H. 20 IV-11, IT-r ly-I a,W I"M.P.M. 35 W-I' 1=rT ILI': 1 4!.r 102 MAH. 17 11,5.
g: 5' 14'-V IW.4*1 6'-4 102 M.P.H. 30 7-5* 11W 4'5' <
.r 0,:r 0.10, W 0 M.P.H. 20 I(r-I 13'-r 1T4r F-I' D
120"li 34 10 21 17, 1120 MP.K 41
130 MLPJL 7 130 M.P.K 48 V-2* 101-11 4 11 4'!U' 1118 M.P.M. 35 lr-ll* IVA* 1 I'A" 4-3"
0 z
3'-I(r 1120 M.P.H, 24 la-3" IZ.W 17-11' '-I(r 120 MAK 41 W-61 10W 1(r_r X-11,
iiwj 4,.r --F-
r 0 <
140 M PA 32—_f4r -7�F — -
140 Kp�W T, 30 M_ H_ 28 171;-1 F1 17-3" V-r 130 MAK a W-1* sr-11, Iv_r X4r
P-H
FFI Fr,:91-:j 3!- �4. P..!H4. 32 1 v.r 4'-4' 140 M.P.M. 56 7"-8' W.I.. 91-8. Y-r
150 M.P.H., 37 V-1(r W-11-f 11.1- M.P.M., 64 7'.A* 94r 9-3*
2-Vr x ir x ame super pow I.M.P T-V co 0) LIJ
U) UJ Z -J
Open BugdkW r x 12"x 0.026'River Pwwlx
E"cloved 0 M
Wind AppNW Open SuNdings
Oww"Con&Um WWI Applisil ovemang c N., D
Mad jApplled Over"Condition Wind Applied Ovwh"Condliffim
Rogim Low un -I_&_2T_3_T_4 ill=
all.1 3;.Icentill,,P, 1111"000 LOW am law law cwwkw 1&2 3 ISA Max 1&2 3 : 4 ill= 06
Load Region Load
102 M.PJL 17 1117-11113*-7'117-101 _fflP.—M 422 N PH Aft Span Span pan Caftiover Span Span Span Cardilover D U.J
_j
$2'1 41'�r 6-51
_r ., 120 M.P.M. 41 T-e 11W
.130 M.P.111. 48 4'-,1' > N
174r W-r
1119 M.P6K 102 M.P.H.1 17 17-9" 1 111-11 W-61 ZI
_2r0_ V-11. tin WP H_ I'a 9-V 17-l' 17-C 4-r __2 6 6-11" 102 M.P.H. 30 I(r-r 17.1* 1T-4' 4'-11' 0
120 M.P.K, 2 1110M.P.M. 20 -2-ff'�� -11 _6*
__ 1 120 M.PJL 41 VVT ivrl iv.r 4'.4* 1Z I 5!4r 110 M.P.M. 36 10, 1z z
130 M.PtL 120 M.P.H. 26 11'.5* 14 (1) 0
140 M.P.K 3N2 18r'.W ill-vi 11%r 4f. 130 M.P.H. 28
3 flailla.P.N., go 70.--,(r T-r I T4r V-1' 130 M.P.H AR War lv_� —1. 4-3'
'-(rl 11-4r] -T 13'-(r 4'-I(r 1140 M.P.] lc�-i 4W
: TFF 2 LLI
37 IY4r 11 W4r linM.pjLl 140 M.P.H. 32 lCr-4' ;f 5
101-41 TAM
LJU z
Nola: TatM mof panel widd myotwnwiftomwellwidth,,knowhe
LLI
3"xirx0.03rRhwP&n@ls
Open Buildings Enclosed Buliclings D
_j
VAnd Overhang Condition wind Ajp�pked Overhang Condition
Region Load &21 3 1 34 max Roglon Load max
Span Span pan CanUlow S1W Span Span Candlover
102 M.P.H. 17 13*-r 1V-11 Ir-37" V-5' 102 M.P.H. 30 1 V-C 14'.1 14'.4- 5'.4"
110M.P.H. 20
13'-(r 16'-1" 16'-S' W-2* 110M.P.N. 35 19 1 IT-4-113-4r, F-1-
20 M.P.M. 41 1011 7-7- 1Z-IV
120 M.P.H. 24 17-4* 16-27 15'-e T-g" I
130 MAK n I f-8' 14W 14'--r T-C 130 M.P.H. a 1 91.8-11 V-1 Ij 12'.2- 4-1
F140 f1P Hf 32 11'-1* 13'-r IT-1 1' !�T, 1 56 -2-1 11�5'1 11
Note: Total roof panel width morn width pkis wall width plus overb". Lq ,_r
r i- Z 't to
Z 0 W)
#10 x 1-11T WASHER HEAD S.M.S. <
(1)#8 x 11r WITH HEAD
S.M.S.TOP OF EACH RISER THROUGH BOX HEADER 12"O.C. LM 0 0
INTO HOST STRUCTURE
ty
BOX HEADER ill LU ill 0 z
]if
COVERED AREA
ROOFPAN BEAD OF CAULKING ALONG TOP OF It A U, LL.
BOX HEADER LU
TABAREA LU
ATTACH SHINGLES TO COMPOSITE R"PANELS WITH INDUSTRIAL ADHESW. x
(3)PER ROOF PAN#8 x 3/8' 0
wif HEAD S.M.S.D.C.INTO NOTES: APPLY ADHESIVE IN A CONTINUOUS BEAD 3V TO Ur DIAMETER SO THAT THERE IS A 1*WIDE
1- WHEN HOST STRUCTURE IS it STRIP OF ADHESIVE WHEN THE SHINIME IS PUT IN PLACE. cj
BEAM CU CL
MASONRY USE 114*x I-1W 3:
DRIVE PINS OR 1/4'x 2-1/4" FOR AREAS UP TO 120 M.P.H.WIND ZONE:
AT MID COVERED AREA AND ONE UNDER THE SHINGLE AT MID TAB AREA. STARTER SHINGLE
(3)PER ROOF PAN#10x 1' 1)STARTER ROWS OF SHINGLES SHALL HAVE ONE STRIP OF ADHESIVE UNDER THE SHINGLE
THUNDERBOLTS SUBSEQUENT ROWS
WITH S.M.S.THROUGH ROOF
2. FASTEN THE EXISTING
PAN AND BOX HEADER D.C. ROW INSTALLED WITH THE TABS FACING IN THE UPWARD DIRECTION OF THE ROOF SLOPE-
INTO HOST STRUCTURE SUB-FASCIA TO RAFTER TAILS
318'TO 10 ADHESIVE BEAD
FOR A I'WIDE ADHESIVE 2) SUBSEQUENT ROWS OF SHINGLES PWALLED WITH THE TABS FACING IN THE DOWNWARD c�
FIRST WITH#10 x 3"S.M.S. c")
PAN ROOF AND BOX HEADER STRIP UNDER SHINGLE DIRECTION OF THE ROOF SLOPE WITH ONE STRIP OF ADHESIVE UNDER THE SHINGLE AT UK) cli
COVERED AREA.
SCALE: N.T.S. STARTER ROW FOR AREAS ABOVE 120 ALP.H.WIND ZONE.
1) STARTER ROWS OF SHINGLES SMALL HAVE TWO STRIPS OF ADHESIVE UNDER THE SHINGLE
COMPOSITE PANEL W/
AT PAD COVERED AREA AND TWO STRIPS AT MID TAB AREA. SHINGLE ROW INSTALLED WITH
EXTRUDED OR BREAK
THE TABS FACING IN THE UPWARD DIRECTION OF THE ROOF SLOPE.
FORMED CAP SEALED IN 2) SUBSEQUENT ROWS OF SHIINGLES INSTALLED PER PREVIOUS SPECIFICATION WITH TWO
JS EE:A:L
PLACE W/ADHESIVE OR
STRIPS OF ADHESIVE AT MID COVERED AREA.
SCREWS
ET
SEALANT BEADS ADHESIVE: CHEM REX-PL PREMIUM 948 URETHANE ADHESIVE OR OSI-RF140
COMPOSITE ROOF PANEL WITH SHINGLE FINISH DETAIL
MINIMUM ROOF SLOPE.2'IN 17'
OF 7
TOP OF GRADE
ANCHOR ALUMINUM FRAME ALUMINUMISTEEL U CHANNEL(SEE
CONCRETE CAP BLOCK OR TO WALL OR SLAB WITH COLUMN
BLOCK(OPTIONAL) 114*x 2-1/4'MASONRY SEE SECTION 9 FOR SECTION 9 FOR COMPACTED BACK FILL 2
CONNECTIONS)
ANCHOR WITHIN 6"OF POST
ANCHORS
RIBBON OR MONOLITHIC AND 24"D.C.MAXIMUM CONCRETE ANCHORS
FOOTING 7 (SEE SECTION 9) 1
=P I =4 1 f=4 1 p=1 1;- 3-x 3*POST(SEE TABLE)
(1)#40 BAR CONTINUOUS
(IF MONOLITHIC SLAB IS USED I M I
SEE NOTES OF DETAILS NEXT OR (2)2,x 2,x T ANGLE OR
(1)040 BAR AT CORNERS AND CONCRETE SLAB (1)U CHANNEL xr
PAGE) r cw
C=
cm 1 V4r O.C.FILL CELLS AND FOOTING
8'x8`xl6"BLOCKWALL KNOCK OUT BLOCK TOP POST TO CONCRETE CONNECTION 3/r x 3-1Z SOLT
L
(MAX.3r) COURSE WITH 3000 PSI PEA
ROCK CONIC.DECK INTERNAL OR EXTERNAL RECEIVING CHANNEL
80 LB.2500 PSI
'r IS THICKNESS OF CONCRETE PRE-MIX
12. SEE SECTION 9 FOR REQUIRED POST A
(2)#40 BARS MIN.2-irr OFF
GROUND ANCHORS WEXTRUIDEDALUMINUM
'TEEL
ALUMINUM BASE
KNEE WALL FOOTING FOR SCREENED ENCLOSURES COLUMN lFr
r x r WITH WALL
ALUMINUM ATTACHMENT THICKNESS EQUAL TO OR
GREATER THAN COLUMN
ALUMINUM POST AND BURIED FOOTING CONNECTION
CDNCRETE ANCHORS WALL
(SEE SECTION 9)
CONCRETE FILLED BLOCK
STEM WALL 8*x CONCRETE SLAB OR -j
B*x le"C.M.U.
3'x 3"POST TURN cl)
(1)#40 BAR CONTINUOUS FOOT114G POST IN CONCRETE BOLTED*TO ANCHOR 2
RISER 0 z
POST TO CONCRETE CONNECTION
8*x 12*CONCRETE FOOTING 0
POURED CONCRETE
WITH(N)#5 BAR CONT. INTERNAL OR EXTERNAL ANGLE CLIPS MEFER TO TABLE 2.4) 2-&,r x 2-3/4*x 2-IrZ rn
LOCATE ON UNDISTURBED b- --
LONG x 11/8"TUBING cn a)
-h- W N Y- NATURAL SOIL(1)450 VERT. INTERNAL EXTRUDED C40 W Z <
ap 1,+".-. 1 WELDED CONNECTION
BAR AT CORNERS AND ALUMINUM I STEEL ALUMINUM BASE 4 < C)
J, 3r :)R
if
-x O.C.MAX.FILL CELLS W1 COLUMN �CLIP W
36" 1 22 1 48(—r BREAK FORMED L
in FASTEN(SEE TABLE 2.5)
'a. la, 1 3 1 4*-D" �—w 3000 PSI PEA ROCK WITH WALL EQUAL TO OR
CONCRETE CORROSION RESISTIVE GREATER THAN POST C) a cn
=) w
STEEL THRU BOLT PER z
WALL > 12'x 1T x 114*PLATE 00
ALL MASONRY KNEE WALLS SHALL HAVE A FILLED CELL AND VERTICAL BAR AT ALL CORNERS SCHEDULE 3-1 r2'CONIC.SLAB z
CD
3-lr-P CONCRETE SLAB 6 x 6-10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE SEE SECTION 9 FOR
U) 0 F-
VISQUENE VAPOR BARRIER UNDER SLABS HAVING STRUCTURES ABOVE COMPACTED CLEAN I
CONCR > C-4
ETEANCHORS 2
FILL OVER(SCARIFIED)NATURAL SOIL 90%DENSITY NOTE: POST MAY BE FILLET
ATTACHMENT DETAILS WELDED DIRECTLY TO 2!5 u,
z1:21
RAISED PATIO FOOTING CONCRETE SLAB OR SHOWN REQUIRE BASE PLATE w z
LLI
FOOTING DIAGONAL BRACING FOR
KNEE WALL FOOTING FOR SCREENED ENCLOSURES
FREE-STANDING COVERS ISOLATED FOOTING BASE ANCHOR CONNECTOR D
POST TO CONCRETE CONNECTION N
FOR POST TO SLAB CONNECTIO
TUBE COLUMN BASE SCHEMATIC INTERNAL BASE
GALV.METAL STRAP(14 GA.x I)
8"x 8*x 16'CONCRETE BLOCK
(1)#50 BAR CONT.
Z-V MIN.
BEFORE SLOPE (1)#50 BAR CONT.
8*x 24"x 24"POURED CONCRETE PAD W
(2)#5 BARS(18-LONG)E4r-H WAY
B.
CONCRETE POURED CELLS WITH#5 BAR
(SAKRETE READY MIX W/GRAVEL) TYPEI TYPE 11 TYPE III
FLAT SLOPE I NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING Lzi, 0,
o-r1lr 2"/12"-V-10' >V-10, Z
Q
PAD FOOTING
ca
ir 12,
SCALE: 11r l'-V
NOTES: u u
uJ 0 0
uj
ALUMINUM STRUCTURE ALUMINUM STRUCTURE I. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL ENCLOSURE
FOOTING 2500 PSI CONCRETE W/ FOOTING 25W PSI CONCRETE EXCEEDS 16'-(r FROM HOST STRUCTURE THEN A TYPE 11 FOOTING IS REQUIRED.ROOMS
ALUMINUM FRAME SCREEN (1)#50 BAR CONTINUOUS BARS W/(3)#30 BARS CONTINUOUS GREATER THAN 400 SQ.FT.REQUIRE TYPE III FOOTING.
0 ui m W,
106"0 GALVANIZED'ALL WALL MIN.2-lr-P OFF GROUND BARS MIN.2-lr-r OFF GROUND e- uj 'T uj
2. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH Z X
Q r3 0
T�READ-OR-THREAD ALL' ROWLOCK 6 x 6-10 x 10 WELDED WIRE hIESH OR FIBER MESH MAY BE USED IN LIEU OF MESH.
EMSE)DED IN CONCRETE OR RIBBON FOOTING TYPE 1 RIBBON FOOTING TYPE 2 Lu
BRICK KNEEWALL TYPE'T 3. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE It FOOTING OR
FASTIENED To CONCRETE wi zzz,—
APPROVED CONCRETE MORTAR REQUIRED FOR FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS. m
ANCHOR Q 24'O.C.MAX AND LOAD BEARING BRICK WALL
SLAB-FOOTING DETAILS
o, WITHIN 6*OF EACH UPRIGHT ALTERNATE CONNECTION OF
ORAPPROVED ALTERNATE SCREENED ENCLOSURE FOR
BRICK OR OTHER NON-
ALTERNATE im,x 6" STRUCTURAL KNEE WALL
CONCRETE SCREW THROUGH I'WIDE x 0.067 STRAP Q
l*xrAND ROWLOCK INTO EACH POST FROM POST TO
FIRST COURSE OF BRICKS
FOOTING W1(2)#10 x 314*
S.M.S.STRAP TO POST AND
(1)1/4'x 1-314*TAPCON TO
cz
SLAB OR FOOTING L
4-(NOMINAL)PATIO
L
F 8. EET
CONCRETE SLAB W/
(1)05 0 BARS W/3-COVER 6X6_lox 10 WELDED WIRE
(TYPICAL) MESH OR FIBER MESH
CONCRETE
BRICK KNEEWALL AND FOUNDATION FOR SCREEN WALLS
10
F
12.00*
C=
.0
z 0
CY == -
cc
;z (4)4IGx9nrS.ALS.W/3W
WASHM EACH PAN EACH POW __j
OF CONNECr4N U.
<
LJJ
3.ocr 3.01r
2' E= <
MATERIAL:0.019',0.022),0.028,0.030,OR 0.036'3105 H-28 ALUMINUM ALLOY MATERIAL:0.028 OR 0.034*3105 M-28 ALUMINUM ALLOY
0
ROYAL ALUMINUM EZ-LOK ROOF PANE; 12.00*x 2.50*SUPER PAN 0 ROOF PANELS(PATENT 4t 4.91&898) 12.00"x 2.50'W PANEL
W
Table 7.3.1 Allowable Soans for EZ-LOK Panels for Vvious Loads Table 7.3.2 Allowable Spans for SUPER PAN 11D Panels for Various Loads, Table 7.3A Allowable Spain for Royal Alurinnum W Peaggis fbr Vwkxn Lodidis S
Royal EZ-LOK Composite Panels Royal Aluminum,Inc. jagnedleclunies P lophilar,Produces;Alwalnumi Allay 3105 144U
ilowlaconw`P-W--t P-duculz Aka"inumn A"3105 M-14 or H-25
Foam can F-P.S.is Dinililty 2.12"ll Ir x GAW W Penal
alatnifilmrsts Proprietary Pnxkwm:Alu,"linuin Allev 3105 M-n
3'x 48"x 0.02V Roo Panel-M it V.j.71-1
.58 2-lir x Ir x 2.012'Super Pariall bulaned 1
- Open oum*W
Oft"ainkfings
En ufttnqs Open Sulkhrign BuNifinge While Applied a Condition Wind Applied n
Wind ovorftwm can wind C4indiben
R YAW Appiliamil Wind Apedol SL I Ce= a-2-73 4 ill"
"aeQ I .. Load '0' 2' OV-t" Overhang C
102 NGNEJ V-0' T4'T 3' it 0. LOW
IA 1&2 3 A mex Region Load 1162 3 1 4 Idee "an I"an *an cwwm-
R -1, Lood
Soon Soon Seen candi�.� Spon Seen Seen canikimor up 11-4, iw-r lw-r &.(r im KPjL Ss ir-r ir-tr 17.1- 4'.6'
W.5-1 1 102 MY-N. 17 la-5' 12*-,tr 17.1*1 A'.11' 1102 M.P.M. 21 8- -(r4rlia-i(ri x-i* lie KID IW.II1 17-r 17-1cr 51W 1111ILPIC 35 1- IV-7 lv4r I%r
P.m. 24 I(Ne 17-IW IT-I* N.11* 128 NURJIL 41 Ir-r 11767'11071-1 V-I*
110M.P.M. 20 91-11' '7-2' C4r 1110M.P.M. 25 8,-Z* 10,-2,1 1 0,�-1 3'.
120 M.P.H. 24 n W.I(r 17.7 17.r 4V-r 138 KPJt 48 9-2* W-l' 17-7 T-Ilr
4�_S- 1120M.P.H. 211 r-91 91_� 91-91 0 z
130 U.P.M. n T-11 41-Z* 1130 M.P.H. 35 :1. 32 9-4" 1 l-r 11%V W-F 14@ K.PJC N 7-V 9�r 7�8`
91-11F 71(1141- - 9`11 W-31 i ff, 0 <
a-(49-x Q.W Raw Panel With R Value of I SA4 37 T-11' IIW 1 V-7 4-2"
I"Id.P.H. 32 8-.5- 117-5- -7.7-1 T-11 I IAO M.P.M. 40 6--11- ir-7- &.IT t 3',r _JLII"Jt 64 r-W
Clean Buildinga Enclosed Su"0911, I swo M.P.K 37 iT 3*-?
Wind Ovemaing Condition U) Uj
E I T-11-1'7-1-1 T-9- 1150 2.WxlrzdAWW P
Wind A90000 OvIlmang Conddion I
Load Tur x IF x Wair 3.p.panel 0) U.1 Z -J
�-G" 31-01 RA19iint Load I NCMFJ VX-I 7-A-; V-I Open oulaw
MON - 2 linclased Dealings
A 1 17 1 -11 1 1 1. -1-11AM-4 - = 0
Open filluildinge Enclosed Buildings Wired Applied In Condition vow Applied RL--A---o@CondV$m
29 IIONPN I A4 1 1- ".",__..".. =) -
1 9 WPM. 24 Is'.- 15,�*! Wind Appi Ovenhang Candition Wind Appliedl Overhang cohemon 1&2 3 4 Rum Z t
11 aid CD
R aid Laud
130 101.15 M-,T-28 130 plo& - =I �.I S�n I can'LWVW sow
M.P.H. 48 1162 3
4 Id" a- candlover
IQ 4&�! 1 32 1 14.7 IT-Z-1 IT-8'1 14'.A Load Region Load .2 14111111
M I'U"J-;70 Snain soon Seen Candlev, ndb~ 102 MI.P.M. 17411 ISI-71 Is,_rj 64r 102 111.10.14. 39 7-11* 17-7 I?-S, r4r
ISO M.P.". 1 3 7-9-! 1--a-I W D LU Z
CA
1 -2 X-3 110611.11'
54 1 9'�'1 9-1, 1 17-21 1 11-'1 02 M.P.M. 17 1 10,5*11.Z.10: 17-2- 4.110 102 M.P.M. 30 .3' 11-.5- JL 11'�V W-V 14'.I(r 51-01 110ILPJC 35 W-r I_rr rl.-I IF C)
_F_x_41r x O.OW Role,panal 120 KID H 24 Iv-11 ITWr I.T.111 5.0, 29 ALP.H. 41 lr-ll:le= 1V.2' 4'--
Condition A=%,,,;!,y" Condiften 4'.2* 1130 M.P.H.1 As 1-91 1 9--9- 1 T.8-
I jj�L
7.0"1 31.0"1 140 RL T-4r 1 3�-11- J1401A.P.M.1 56 1 9.3-i T-6- 1 44r IISDALP-Kl U I r4r W-r W-C Y-r
1102
lio mm 2o .1(r ipr -,z-s" W-71 110 M.P.H. 35 4'4r lCr-a' IT.111 A*.I* z
Bullifings, Po 11%r 4'-5- 120 M.P.H. 41 1!&.21 -n Sli all C0 0
1148 NLP.K X S8 W-T
open 1,2,01 -Ml 10.11
P.m. t I r 4'�9` 13' 5; 2
P.M.
-1-7 120'- 20*-A' W-7;Z ISO V.P.H. 37 8.11' !V-2"1 l(r-ri T- I iso ee.P.mj s4 I r-c, x-r I W-171 T.4' LU z
lam a. Nole: Total rod pilialwidgh (w"vaildh paA vial wift plus am!
-FA 20 11 9
Z
I IQ 1WLP H 35
-12 Id. N 7 _6* 2.Irr x 12'x 0.02r Super Panall ULI
14 '4' '5'
41 -7
IT 1 16W 16'
WN. 45 1 i 7-2,1 12'-3*11 51.-
P n Enclaseli Buildings D
140 id.P.M. 32 56 �1-�'-Yl
_4'1�15%31 15� ij i=14
MIMI AL ... ;1� _ ,'.'. Wind Applied O-M-111 Wind APO" Ovelnuing Coadib.
1 IZ-7 - <
- I_". 21
30*-P�w 28 1611 Ope Buildings
- I ,
1�4
3.
1 4
Or x 41'x Q�QU 7&21 3
Revlon Lmw . pan so" car'alaver Re- -F.:�.
Soon Container
T oliwlsullifiopa
Enclo"a Building* M.P.M. 17 11.1 02 UP,K 30 7'-11- 17-3- IZ-5-i 4--r
2'.0 3- Region Appilso - - 6:�1
Conifflion I Wind Overhang Conolow I
1110 V.P.M. 20 1 I1:;-j 111f;1 i7l
(r it@ aLp.m. 3s 9
Load I NoNEl I%e-1 2-.o-1 xa- 1K I%
I WPM 17 n 1A.P.M. 24 1! 13'- T: -7 120 M.P.M. 41 "'r
22'-3- 22'�' 27.7- 23--1 102UPH I U 1 .11,11--1-1 1. IF,
2(7-a" 2(r-9' 21�-i� �-h--
1 20 101-2-1 IZ-6NI_12'.95 1 -9- 130 48 V.5* 101-5" lg.r I
24 1 120 M.P.H. 41 14'-7* iv.01H .914r 17.2-1 14- 140 ILPA.I lr-�- 9,-11*75-17--
28 1 17'-�117'.!, H� 4B 114.6 -6- 13"11�,..8 1. 141111 7-r 7-5- 7-0-1
120 KP.H.
130 Y-71
140- 4
32 1 -4 n JI.N. Tow
J�-j li-TI Note; rOut Panel wift MOM Width Pan viall Width plus ovefteng.
W R
1 M.P.H. 1 37 1 15-3-1 15'--B'l It-- ISO wp.". j 64 lll*.7-'
0-
in
"0 1)For Live Loao+oeao Load mQu'llinlents tDIRIvAng otinversion apows. Fol,pantii sow use'Rown
Pfowton'+Overhang'(Ses,Orl%onp)-Panel span unw-W load a from amacn,rant Dart on MSWV .1
buildingto tnont W811 aW Ov*"%"dellwoo to obtain total plaw"tn. Table 7.3.3 Allowable Spans for SUPER PAN 0 Pienels for Various Loads
2)Use dim table t(Y root s0tillms Min E23Y-Locx Sun-Ray sky J�ght Danals. Royal Aluminum,Inc. (D
Manufactimere Proadiftry Products:Allemande Afty,3105 K-n 2: 0
2-11r x Ir x 0.430'Super Parall . . . . -T-FT (D -C
Open Illdlell bilagaind Buildings
. . . ca
VOW 'so" Overhang Condition Wind IAPWpNW Overhang Cooldillon
Uj LU
IA21 3 1 4 un 1&2 3 4 1 al 111 0
Region Load It-1, LOW
So" Seen Seen Cantilever Seen Seen Seen Candlevol, to
sRoKEN METAL SKI IL
102 MJP*Mw 11 ?_r T-I* 16-41 T-47 In m.pji.1 n iiy.v izir iz-rl 4,-r THERMALLY at I
ILPA n il -7 R.-4- 1'r4r iiohLpjcl 3s I r-r ir-li, iz-2, C_r Lu W,
_.1�__ ALUMINUM E)CTRUSION r Lu V Lu
In".H. 24 I(r-111. 13*.V IT-10, V.T 120 111.1iji. FOAM COR Z X P.
41 7- 11-3* 11'.5'1 4-3'
r3 0
130 ILPmK 28 ICr.5- IZ.I(r IT-1- 4'-Ilw 130 M.PX1 48 1 8-r 117-11" 10'.1 A*-I,
140 ALP K 32 W-11' 12*-2' 17-S' 44r 1140 N.PJ4.1 55 1 T.2' 14r-2' V-d'I T-101
!1'4r 4'.5- W4r.911-10' Y4r
72-i-rF x IF x iior Super panel Wy L= CA_Y
_j rs
Open Buildings Encloved!Buildings TWN WALL FULL LENGTH DOUBL9 SKYUGHT SYSTEM
Wind Overhang Candilion Mild
SCALE 1W-I'
R Load 1&2133 1 4 1 1&2�Tr4 Mu
Lead
SPan son" C&f*ftvw Spen 30M Candlevei,
pan
10 M.P.Hw 17 17-11, ivr I iF-4*1 5,jr 102 N.P-J-41 3o I low,I I x-41 I i3,.r T-0,
III)WPM* 20:f�' :!7 iF-3' 15*--t 5*.0* iioktp_m.I 3s he Skylight Panel System is designed to span from support
T
to 11A.P.14. 4,4r 1 5'.0, 41 7-2'
to support mated to a full 48* SZ-LOCX panel between skylights Lr
i3ommp.lklm 28 -1.!!
Use Table 7.4.1 for allowed spans of the ZZ-LOCK Panel wl
iA0el.PsK=;2= 101: 13 4 1140 M.P.H�j So
ISO AILP.H* 7-5' 117-ri r-91 tjSGM.PA.I rA, I vr-e (r-6, x-ii, skylight system.
Now ToW roof on"wilibi mom wilm Pue via wft Deal ove,"llng,
41EET,,'
PIE 10.3.f icr4r 17-W
1jr_Q
7-7"
130 M.P.M. n
140 MPJ4. 32
N
E
4,.r
E ffl*
4
T.
OF
Table 3.1.1 Allowable Beam Spans-Hallow Extrusions for Screen Table 3.1.2 Allowable Beam Spain-Hollow Extrusions for Screen
Table 3.1.3 Allowable Spans For CARPJER Beann in a Solid Roof,ENCLOSED Structures
and I or Vinyl[Open]Rooms with Solid Rooft and/or Vinyl[Open]Rooms with Solid Rooft 102 MPH Wind Zone,Applied Lead 30 NwhRR Alundnum Alloy 6M T-6, Fb w 15,000 PW
Akaninum Alloy GM T4 Alurninurn Alloy 6M T-6
VAnd Zone Load
c=
Wind Zons
Trim
102UPH I IIOMPH I 12OMPH I 13OMPH I UOMPM I I50ffFr MPH I 12OMPH I 140MPH I IN single Seff4illating Basset 61411 r-rl 1-44 is, ir-9-1 2w-�rl 2r-o"l WWI 2ir-Vr2lr-r
102MPH 1 1`10 130 M MPH
Applied Load Al
8eeft Load
Ft.12401 32 1 sq.FtJ37#i 3cl.W Ft' rx41x0A38'x0.T0F r- - 5!4r U-T lV-1
Load VVWffi 17#/Sq.FU 20 9 1 lj.-KM S 1 sq.FtJ ze a i sq.FU 32 S I Sq.FU37 Of Sq.
2'x 2'x 0.03r 3-X Z-x 0.1"r 2*xrxO.OWxO.10r 4r -W r-r F-l(r F-4' 15'-11- 5-r 1 F-V 1 S-1" :L-11011 4 c=
4'-W 4W 34r 2*x#*x OAW x 0.10r
4W 4'-4- Y-111 T-W 6W V4r 5'4r � F-l' 4-9* WIT T`xrx9.0Wx0.I2r 131-1 ".. 9-11,- W-11 ar -11
3!-2- T-F 64)' r--8r-----4r4-r— 1A
r W-4 T-11- — -11,
77,1 �1:1 E=
r 64r &-I- --4-W——w4- --F-i--r T-g' Pr
&rr x 022e 17-11, 1 - -11 r
44r— T-V T-r T-T X 11.� 177 ll-3'
1 17-1
=4r3'_
1
.-2
._2- 7_11_ ir 2"
_1 J_ Z
Z-V
Fr T.F W-W Y-9` Y-W
.7-3- Z-r .1
T.1 Ir 4'-10- Z-X I-x U.U5z-X U-3057 9-3
Y-1. Z-V 4'-7- ---f--J-
W-M. Z-111 Z41 T-r I 3*-r I Z-11' LOW
4W
T-1' -iu� 7-71 --1
27 W-r T-3- I ;F-1- I z-1U- Double Soff-MOM B41Mns Ir-rl I
T`xT`x0AW —Lc`ad-QW-7 x r x O.OW
T-7- —6-2- 4'-�r I 4!--r 2*XrX0.6WX02W 1"- 1 IS-V 7 1 11,41F 1 -.4-11Z -11,
T T-V V-3- 4!-11* 4-7'
W-3* T 11 32 T-V I I W-2'I
3--2- 94r 5-3, 4!-llr 4W .........477— JW-1-114'-3-1 W-7-117-Cri Zr IZ-1- 111*417111"Til
I;
44r I 4!-Cr 7-7 T-6* rxrx"?rzo.� IF-Wl 1 -111157-11 (M I
-4W rXrX0.011r) -M-11.
4-(r T-51 fiz-r I 1z-z
X-V
---Brr- 4'-l(r -4W -4rF '--3T-T&-
4--l' W-6- - ---3'W— —r IT-4- ---4W—--7--2- --f--icr --3-,-7r--
9M Do"3@114111alft A with Load VON
3-r T-1.
ir --4"W—--7:3r— 3-1 P --74'--3'--f—
iW TIP r.", Z-W 2 x 4 SM added to TopMotlown 2F492r-rl9Wr9W1W-;W ar-W I WWI 31r-rl 4W-r
W-W '
TIP x4r T-9- 1 Z-r 10' T4r --3r4r— to=Lei
44 4�2-* --3"Me—--F--r --r-4-"— T-Il 1 T4r FJ1WI
IT —Z-r --74—-- -- --f--
___E7' 1 3,-4, T-1* 24 1 11-r Ill-i'llir-ril -J
2-x 2-;-0. 4 3!4 Iz-rJ 1"I 11--ri 1 2 1 1 I.-Z-I 1W- U) <
IT -X4-X0.=r r X—r F—r -11 rX#*X0MPXd.3W GAII-4-4PIWANIT RM, IN-77
LOW 7 2 :J
5W F-T 4'-I(r 4'-S' —4'-2* -WXoJW IF-4'l W-1 I'l W-47 I'
PXrX6J0 IW-1171 1111TI 111-Y
4!,T 0 z
47 4'-1' Y-9 W-r T-101 r-r &-r W-3- 0 <
---4-':r 4'- 31-9" T-6-
W-r -7
8. F-r Fir —'TV— 6'-3- --T--i7— Wind Zone Conversion:Table is constructed for 102 mph wind Zone,open structure(29 lbaw),to conInd tabular value to 0:
4!-I(r FF— 3-6' --3- 77—--F-1—Cr —9-3- —T-1-0- --9--5' in the following Qxriersion Table:
Y-7- T-4- --5r-17——5!6' U) LLI Z -J
4! higher(mom severe)wind multiply by the I
W 3-5' --r3r'----rl—Cr VAnd Applied Coriversto
IW :5 0: 0 CO
WA(r Load Factor
if Z-111 TAW
T4r 2'-8-
T-V -1 29 -a-
0
Exurnple: 0 0 Cl)
For 2'x 2"x 0.044*Extrusion Note: 110 35 0.91 W
bwn 3W is distance bebwsw uPrign1s;to enter table roof panel projection of 4-1 0-84
Glass Roorns:The addition of alurmntan ftarm windows wdh glass panes that are deagied to 110 M.P.H.
IW-O"W load width; ---4T— 0 0
=;I F25 =
wind load rawkernents to the above upright son increases;the strength so that additional*—ng ts not requirwi. 5
LW.=14%2+7 O.H.=7 Enter table on left Under load width. Load Wkilh W-(r. Read span under
Tables assurne oftsion oriented with longer wdrusion d--,m par"to applied load. co 0
appropriate load; > Nif-)
Live Load @ 17# Sq.FL 1102 M.P.H.Load
CWn
4=-r
Bearn Span
U.1 z
Note:
LU
W
GlassRoonis: The addition of alurnirtum frarm windows with glass Parse that are designedtol'10M.P.H.
wind load requireffwft to the above upright son increases the strength so that additional ftarning Is not required.
Tables assurne extrusion oriented with low extrusm dynensm parallel to applied load.
U)
(D
i- z
z 0
< —
Co
U.,
Ui tu 0 0
Q
CC) (L
U5 U-
lu
U3
C:
Cl-
EAL
I IS7
T
OF 71
Uj C=-----------lk
Z coo
0
C=
L.Lj
12"
ALUMINUM BUILDING SYSTEMS PRO-FAB ROOF PANEL
A.B.S.12"WIDE x VARIOUS HEIGHT RISER ROOF PANEL
Table 7.2.4 Allowable Spans for PRO-FAB Composite Roof Panels for Various Loads
Table 72-1 Alkwable Spans for Riser Panels for Various Loads Table 72.3 Allowable Spans for Riser Panels for Various Loads
Alumiliturn Building Systems,Inc. Aluminum Building Systems.Inc. Aluminum Building Systems
Mardiftchn"Proprietary Products:Aluminum Allay 310S H-14 or M-25 Manutecturms,Proprietary Products:Aluminum Allay 3105 H-28 Mainufacturens Proprietary Products:Aluminum Allay 3105 H-14 or H-2$Fawn Cons E.P.S.10 Derwity
3'x 4r x 0.024'Roof Panel edh R Value of 11.58
i-wris ir x moir Rbw pa- 141,r x ir x omr Faider Panels
open suodki" E Buildings
Open Budifingis Enclosed Buildings
Enclosed Busidings Wind Applied Overhang Cording" Wind Overhang Cond
open su"ngn
Region Load Load
Wind led Overhang Condition Wind Appflw Overhang Condition Inq L -0*1 3'-4"
Overhang Condition . IW F-I 17"-5*
VOW Applied Wind azz,condition -102 M.P.K 17 5;llr 1 17 9* 12'-11
Rigid Load 11121'�n I �.I li�_ Region Load 1162 3 4 max _T10MP.H. -3
R - Load 1&2 3 4 1 Max Region Load mm 'gah -110 M.P.H. 20 1 TTJ 1T-3'%Rlr'- IT—11-1 1 .0
Span Seen Span Cantilever Sees Sow- Span ca"tik� Span Span Spain Candle- -in M.P.H. 24 13';-1 i4- 120 M.P.H. 4-1 .10 11
102 M.P.H. 17 Z-&' 102 M.P.H. 30 102 M.P.M. 17 5!-r I G!_r I T4r I Z-W 102 M.P.H. 30 4.4- 5.6 5-6 Z-I* 130 M.P.H. 23 IV.2* 130 M.P.H. 48 IT V-7
T4r I 6--r 1 6-4- 1 Z-4- 110 M.P.H. 35 41-r T-2' T-T V-11,
11411111P.14. 2-0 11.-1 Al_11-Fr 131; T-2* 110 M.P.H. 35 4!-g* 4'-ll -10, 110 M.P.H. 20 _f40 ALP.H. 32 ll'-I 1Y-A* 140 M.P.H. so
120 M.P.H. & 3--11.
24 120 M.P.H. 41 T-11' W-10' 4'-1 l' l'-I(r 1 M7
120 111.10.14. U 4-s' WIT 51 r Z.I* i n 11111613MIML 41 X-8' 4�4*1 w- 11-r - -'!'! _Z 4"x 4V x 0.024*Rod Pow wnth R Vskm of 14.44
130%LP.K 23 4-2' S.2* T-3-1 1`41- in M.PAR 48 V-S' 1 -_ - _.
ViT 1 1. Z.1' 130 M.P.H. 48 T-9* 4'.7* W-8 11.9* 0 z
j 0 <
F.(r 1,-10" 140 M.P.K 56 4!-l-1 4!- V.7' 14 M.P.H. 32 4-3" 1 6-3*1�L-4 Open Build ngs Encl Suddings
TA 4!.4' 4�-5* V-81
56 3'-6*
3-1 4!.2* X-3' l'-7'
T-w
I. Nj 2. 1"-= 37 1 4'-l* 5'4r I
Wind Applied Condltidn Wuld Overhang Condition
ritirxii.eiritissirPerwas __VV - T4- -g- NONEi 1*-O'l Z-0"
Region Load N. I T-0 X-V U) U) w
i-iw x ir x 0.026'Riser Pit- F-G' 187-A" lt-11' 102 M.P.H. 30 IT-T 13'-Ilj_14--4- 0) W Z -J
Open Buildings Enclosed Buildings -7 -, " I .11f.111 . 14Y.1-. <
&.9 1 `* Ir-81 It 0 M4111WHU 35 14 0
I�9
Open Buildings Enclosed likillignits n Z g
Wind Applied Overhang Condition Wind Applied Overhang ditto 120 M.P.H. 1 '-4" 1; 17-2* -1
VOW Applied Ossisl he Condition Wind Overhang Condition �:"1;i 15'-9* 16'.5* 120 M.P.H. 41 .1
Region Load 1&2 3 1 4 1 Max Region LOW 1&2 3 4 1 ill= _j_3T_M_FH_ 2-8 14'-l* IW-3 14' 130 M.P'H. " 1T-10 1 11'.6* 1 .4 (D
Region Load Region Land 4 ill= Span Sow Span Cantilever Span spen Span Cantilever -740MP.H. 3-2 IT-I 13- 1 140 11111P.H. 56 19 9* ill
1&2 4 Ifids 1.121S.3 - 0 0
Span S�n Span Cluidlevia, Sides,cantilever 102 M.P,H. 17 111-T I1r_I1II'V_eI T.W 102 M.P.M. 30 91-5* 1 l'-W ll'-Il 'r-5.
so M.P D w
z
102 M.Palfm 17 T-W W-9- 6--il' Z-7- 102 MoPwHm 30 41-W T_ 7.7 lie MPliL 20 101-10' 13'-r 13'-8'1 T-W 119M.P.H. 35 Ir-111 11 ll*-4' 4-3* 5�x 4r x 0.024'Roar Panel virith R Valka of 19.30 CD 0
110M.P.H. 20 5--r 8'.W 6-.7- 7-5- 1111111*111X 4'-4' T-4' S-S' z4r in NLPqH* 24 10'.3" 4'.10- 120 M.P.H. 41 8'-6- I(Y-6- IT-W T-11' Open Buildings z 0
__A5_ qP-8' 11�11' 17-3* 0 Condition Wind Applied Ovorhanq Condition
in".K 24 W-11* (r.l* IY-2* Z-4" 120 M.P.H. 11 130 M.P.H. 28 4!.7' 130 M.P.K 48 1r_l* 91-11* 1(r_21 31-9* Wind Applied
R. Load --- 0" T-r
32 0 Z'_Q-I Load N >
140 M.P.H.
130 UP.Mm 211 W4r T-9- T-IT' Z-2' 130 MoPmlit 91.r Il'-5* 11�7' 4'-4' 140 M.P.H. 56 7%8" 7-5' 9-r T.7'
8-.1�01 a.1 I�IV-1-I IISO M.P.mj 64 rX 91V 91-3* T-S' g2 M 2T.4-12(r.7-121'.1- .5.
140 M.P.H. 32 w-r T.G* 6� -,71 140 NLP.H. 56 Ij7_
_T10-MP H. -2 191-2-119'.8--TrO M-pH. 3-5 '4'.4' C.W 1 4"
H. 5.
10
4-8
fif j 1 30
rlft M.P.Hj 37 1 4�,T T-r P F4 8
_75_ALP It - Jr_
r Is ir x 0.0W Riser Panels .2. TrT 120 M.P.M. 41 17-2' 17-3' 13'-9' 1,V-5* wiz
23 151-11, 161-01 IV-11 130 M.P.H. Us 1 1 - I
1414"Itirx(I.03rRisswPossid, w
open Buildings; Er4lossid Buildings 79M.P.H.
Open Buildings Enclosisid Buddlings 140 M.P.K 32 IV-9" 14!-10 45-43* 140 M.P.H. 56 11'.3' 11'.5" 11.11 17.9'
VOW Applied Overhang Condition Wind Applied Overhang Condition IT-9" 1 -11 11 ITT
Mid Applied Overhang Condition Wind Applied Overhang Condition - Region Lead I _iRMz_1L_L_ U) <
Region 1&2 3 4 max
S"x4rx0.G24"RA
R-k LOW laz 3 4 1 Max Room Load ill= U "21 Stiehl .4.
Ida. n CCand1W~wmw Span Span Span Candlevisi
Own Buildings E Buddings
-- 31- Spin Boom Cantilever spawn Spawn Span carldlew 102 M.P.H. 17 T-T 102 M.P.H. 30 IT.r IT-l' ly-V 4�-1 1 Applied Overhang C
102 M.P.H. 17 T-Icr, r-r 7,-5, 1 r-w 102 M.P.H. 30 -10 Wind A=j
V IV I TV -2- '-r 17-5* Condition Wind
4! 6 2- 110 M.P.H. 20 IPF 1,V-11 IT-3* TV- 110 M.P.H. 35 IT ir4r 9 2-0. r-G' Load NONEI 1'.r I Z-V I F4
lie 1111.1swille 20 s,-r w-ir-jw F z4r iiiiiii.p.m. 3s 41-1 Gw*1 1 6'.1* 120 Mp.H. 24 Il,_5*Lj4,_2,Lj4,_5* T.(r in M.P.H. 41__ W-W I V-9`11'.11' 4,4r 17 2Z-3" 27-4' 22-7- Z3;.i- 102 P. 30 IV-11 I _I* 1 -Ar Is.(r
.78=- z4r Z_r
120 M.P.H. 24 6-3. f4r_ 67 120 M.P.H. 41 4'4r 130 M.P.H. 28 IT-123 T.O* 130 M.P.H. 44 91-W ll�Z* 1 l'-4' W-3* 110 M.P.". 20 2T.W 20'-g' 2 1, 21-W 110 M.P. i 51-V 1151-111 16*4" IV-11"
130 M.P.K 29 W-1 W-r : 130 M.PM. 46 7-01 14CALP.H. V-10' 11140 MY 14. 54 &.7' 10.7'10'-10' 1-2-0 V_PK 24 18--11 17-1- 17�--If--11--120 M.P. 41 4r 1T-r
5!:4::F�Z 32 IT-A-1!7_911 1TV 4'V 14'&"j�'r
17.11'78� - I ,
'1*1 5'1'1 Y2* V-111 1150 M.P.H.1 37 1 8'-2- 17-1- 10'4� 3'-ICr 11' 1-r-7- T7 74-W In R.P. 48 iT.11 14'-r'
21 W�Y Y"IT 149 ill Is H 55 4'-l*1 5'-1'1 W-2* 7-2"]17 r"I 4%W ]ISO M.P.P. 130 M.P.H.
44r T-r 5'-Ir I Z.r �se �;; Tirl w.urle-11- 11-IT NoMP.H. 32 16'-3- 1T-4--IF-7_17777 I M.P
�-4 1 M.
W
r x ir x ILOW Riser Panda 11FM7. H_ 3 71t.
Note: Total mof Panel wW&-mom width PA wag widdi plus ovedisdi
Open Builifingd; Encloswill Buildings
Notes: 1)For Live Lond+Ooad Load ram ints the tollovi a conversion sopfies. For panel sDan use*Room
Wind Applied Overhang Condition Wind Applied Overhang Condition Pmpcwn'+'OverhaN'(Ses drawings).Panel sow under wind load is from attachment point on warlsig
Table 7.2.2 Allowable Spans for Risw Panels for Various Loads budding;to front all add Overhang desmic to obtain toud panel lisingth.
Region LOW JA2 3 1 S4
Regla Load 11162 3 4 Max
2)Use this od"for=f systems with Easy-Lock Sun-Ray sky light panels.
Aluminum Building Systems,Inc. Span Span Span Cantilever Span Span Pon Candlem Q
Mmudacbm�Proprietary Products:Aluminum Alloy 3105 M-14 or H-25 Z 'T
IT-A"IV-il, ir-3* TV
102 M.P.H. 17 102 M.Pvli� 30 11`4 14'-1 14�4"
0
110 M.P.H. 20 IT4r 161-11 161-V T-W 110 M.P.H. 35 l(r-IZ 13-4- -r T4r C Uj (0 in
IZ4- 16-2- 16-6- T.0' 120 M.P.H. 41 1T-3* 17-7" .1 41.1(r
Open E M, Buildings 120 MLPwHw 24 (1) <
130 elptHe 28 1 V-8- ji:t 14--W T4r 130 M.P 11. 48 9P.8- 11'.11- 2'-2- V-7- CO
101find Applied Overhang CmxMMn Wind Overhang Condition �40 M.P.ff 32 .I= IY.T 12= M.P H So 9--Z- ll'-S' ll'-7- 4-4-
d o- ui
1&2 3 4 am jtle� 37 1 IT-7- 13'-l* 174' 64 1 W-I(r lq-10" 11�1' 4'-2* n z
U � M P
R." Load Region Load 1 150
NOW Totail roof DINIAll WIdth MOM Width PIUS Wait Width plus overhang. CA
.L I .L I CgA=- Span SM Spite Cereals- Llj 0 0
1 102 M.P.K 17 l(r-71 13!.1*1 lx.4*1 4!.Il* 102 M.P.M. 30 ir.l(r jur-10. 41-2*
1110 1LP.K 28 IT- Z-V 41-9* 110 M.P.H. 35 lrs�1 low I(Y.r T-11 Cr Lu I'L
Uj
128 KP.FL 24 7-W l'-T 2'.W 4-4r 120 M.P.H. 41 r-11*1 91-V 9'-Il* Y-9' r uj
Z X
130 M.P.K n 91-V IV-r 1 V.S" 44' 130 M.P.H. 48 r4wr 1 91 0
140"mit. n w__r _10'.'r I 10'-1 01 4'-(r 140 M.P.H. 58 r-l' 9-17' V-11* 7.4'
ISO ALP.H.1 Iff-211 i(Y411 31-10' 150 M.P.H. 64
V-1 IT 1 81-5* C-71 T_r
cc 0.
rxlZ"xOAW IthwPasswe
Open Buildings E - flulklIngs
INN" Applied 1 Overhang Condition Win" *4 OmA- Condidoli
7&2F_1T._± max
Load 21 3 IS4 I Mas Region Load .7 _ :2
$Pon Span pen Cavdio~ Span I Span I pan Cmvdk-
102 ILPJC 17 ll'.10'1 14'.r 114.111 T-W 102 M.P.K 30 7-IT'I IZ-21117-51 44r
IIGKP.IL 20 1 V-46[13-'._111-1-4---k"T-5'4r 110 NUIPMe 35 7-6* ill-r Ill-lir w-r
120 X U 4.1 4'.2'
a4r iar.rf lx-s"l T-W 120 M.F"L ir-icr I mr-i il 11%21
131M.P.H. n
(r_I iz-V 1 4),1 W-V 130 16*11�14. 4 81.5* 174, 101-71 3.'-1 I'
140 M.P.H. 32 7- 1Z-I"1 4%6' 140 M.P7H- 5-6 7"-1 I*I gr-l(r I T-1: 31-V
130 wLP.K' 37 7-2-111-4-1 11'.7'1 4-4' 1 150 At". r-r I T-s- qw-. T_'r
r is 12"x 0.03r Riser Pandlis
Open Buildings E Buildings EAL
-000
Wind Applied Overhang Condition Wind Appilledl Overhang conanown
17-9' IT-V 16'.l* 51-01 102 WPM* 30
110 114.111.14a 20 17.2* ITV 15'-4'1 F-W 110 M.P.H. 35
1120 M.P.H. 24 1 I'-T IV-2* 14'-5*1 F-W 120 M.P.H. 41 7-6. 11*-r Il'-111 4-W
max Region Load 192 3 4 1 Miss S1
1&2 4
Load
Sam Sawn Span Cantilever Seen soon Sim Cad dkvm
1021111.10M. I!
IT-,. "_i- 1W
IlSoM.P.K 2a iir-l(r ix-s, iY-WI 5-W 130 M.P.H. 48 T-T I v.r
140 ALP.H.. 32 1T-4' iz-V I H. so 841 101.7' ia-i5j 4'.W 1
7
11
K13.
-0 '87,A"
1 16-9
14. 1=43' 114
1 3' 1
I 'T
I a44-3*
T_8*
T_
;13--
a 2 3 4 ill"
S C__
eglon
2Z-3 27-4- M.
4.1
._,I. ".,(r ._" J.."
W3 1 7 20._q. H .5- 7
19'.1.
1
r
2=7 H
a Is
32 14W M.P.H. 2
3 1 19 MXH.
13'
12'
1
O'"sh
13
0 IT_,(
IT_
13.
h P_
140.P... .1
"alls. ", IL
P1 2
T__
V-10- 140M.P
jS0 jLp.H,j 37 9,-l(r IZ-2* IZ-S*I w_8" 1 150 ALp.H.I its er-r iv-il
OF 7
Now: Total roof panel-dM room-KM plus wad-NM Pius overhargi.