HomeMy WebLinkAbout221 Red Coach Ct1. 1 IF _ r
CITY OF SANFORD PERMIT APPLICATION
Permit #: C�-�) @IOW Date: 07-'9 os
Job Address:�c i IgL�e .� oq C :SAN��gd ft, 4.2 -7;0-'Y - CA/Tel dE COil
Description of Work: MyZil S&?EAY AV,7
Historic District: X1 Zoning: Value of Work: $ y5'Oo
Permit Type: Building
y Electrical
Mechanical Plumbing
Fire Sprinkler/Alarm Pool
Electrical: New Service
- # of AMPS
Addi ti on/A Iteration
Change of Service Temporary Pole
Mechanical: Residential
Non -Residential
Replacement New
(Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage: g s O
Construction Type: Atom # of Stories: / # of Dwelling Units: Z Flood Zone: (FEMA form required for other than X)
Parcel #:(Attach Proof of Ownership & Legal Description)
Owners Name & Address: 10
E/t SAN QIVAr2 /i� i ��� CDACti 67 --
Phone:
/Phone: y07-329- 64 71
Contractor Name & Address:
R R/ State License Number: RX OaSg 6/0, 'S
Phone &Fax: Z/a'I 55 GO Contact Person: iLi%J .SE1h6,1?7— Phone: 7yr%�y��3%fiC
Bonding Company: 02 e -
Address: p O. 80,k 9GG 5' 4)/w rEe ARK L %.3z'773- 91499
Mortgage Lender:
Address:
Architeet/Engineer: -1— Ao✓ /70/1,64: E. 09A -w Gl r PA Phone: 'S 9,& -'74 7-'777 i%
Address: />#,43e.y-3&P S.0-4 QAK%QNA. AL, JigJ2-1 Fax: 3�� — t`% GSSG
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additi al permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of pe v rificati that 1 will otify the owner of the property of the re ire 4sFlorid, ie aw, 7SignatureofOwner gent Date ig atuContractor Agent Date
RMP- SQA MCQ c
P�Owr/Agent's Nam
Signature of Notary -Stat a Date
+� • MY Commlwlmt DD020M
% Expires May 15 2005
Owner/Agent is! Personally Known to Me or
Produced ID
APPLICATION APPROVED BY: Bldg Zoning:
(Initial & Date)
Special Conditions:
Print Contiactor/Agent's
of Notary -State of Florida
Xft
Sorts Motrluire
Contra ons n�ogwil o Me or
MY�-- L�vx-__--8a✓Prf 11D 1 J • co
Utilities: FD:
(Initial & Date) (Initial & Date) (Initial & Date)
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DT
LX 10311-0156
LEGAL LEG SLC 13 TWP 20S RGE 30E
N 1/2 OF NW
1/4 01 NW
1/4
+ E 2/3 OF S 1/4 OF Nta
1/4 OF NW 1/4
+ E 2/3
O1'.
NE 1/4 O: SW 1/4 OF W 1/4
(LOSS L' 25
f -T u RD) &
LOG
SALES SV QD 01/74 01034 0156
$960,000 V 00
land
31
05/23/94
MORE: LEGAL
1Jldg
24
01/27/94
Note, Log, Salo, 131.d/land/x,;, Prmt-, A.md1.0, Conon, 1-1a.�t, Othcr
chcj
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SYLI, 05/03/96
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Return to: (sncloso 5011 -addressed stamped envOloPe) NOTICE OF oommdM*AdWdMdidMdNdd*d*di*&WAWM
Name: FS 713.13
NMYWE NODE, CI,M OF CIRCUIT MURT `
Address: ' rg . r SI UNOI,E COINTY
-� / 2 HK 84909 PS 1597
This Instrument Prepared by: f ,4 L �0 6- 1 J 4r/q, i RECO RK' 0 fl 2083119875
//e7ils181111113 el:el01111 PN
Address: y/ w zo,,Y6A� / w%E2 7 0�' RIMMING FEES LN
NEW= BY N Bailey
Property Appraisers Purest Identification (Folio) NYnrbef(a):
° CERYIFIED COPY
SPACE ABOVE THIS UNE FOR PROCESSING DATA SPACE ABOVE THIS UNE FOR RECOROI
JA W
Permit No. NOTICE OF COMMENCEMENT LECIRCUIT COURT
FL,ORI
State of Florida " SEMINOIE 0pUNTY• .1
County of aM"- ' „T,r rl carr
The undersigned hereby gives notice that improvements will be made to certain real property, and in accordanragmrdh 110
713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT.,at 1
Legal description of property (include Street Address, K avallable) R CQ'/Ccs AC4 C-,-7
.
-SA noeqt�,a
General description of Improvements A,6&) 0-ARI'o/3 % 94- 6c RA�EAI %Poo/y
Owner PC 7-9R
Address f ,c C o A i -;ti RT
Owner's Interest In site of the Improvement ru . 5/t/ /�r�o✓
Fee Simple Title holder (If other than owner)
Name
Address
Contractor
Address /L, k3o -y)
,r.4 v 4Ji rt, f ig? S f�i�i �i <. ���d d'
Surety 0/- d RE4Jb,4/ eo!, _
Address ) 0.6eZ .4 ASS /-1,4 R Amount of bond $ Gam,
Any person making a loan for the construction of the improvements:
Name tl n
Address
Person within the State of Florida designated by owner upon whom notices or other documents may be served as
provided by Section 713.13(1 xa)7., Florida Statutes.
Name 1,fT
Address
In addition to himself, owner designates
,r
to receive a copy of the Llenor's Notice as provided In Section 713.13(1)(b), Florida Statutes.
Expiration date _Notice Commencement (the expiration date is 1 year from the date of recording unless a different
date Is specM 1
11%naifium of Orme Printed Signature of Owner
NOTARY RUBBER STAMP SEAL Swom to and subscribed
��beef�fore me this 10 day of
4DS(Check one:) ur'Alr-tant is personally known to me. O Akdant provided the
-av Pa. Sonia McGuire following type of identification:
• • My CommiWon DD028M
w Expires May 15. 2005
Notary sip— lt�411* X4 4
Pdawd Notary
oA ct, C %.
QARRLA V -Z Cdy
Mp i To 5 c'���
l5r
9;*
3
STRrrJ
El rRT,Inc.
Residentf3l,•ii,. mriorl "gecia!ist
-- 41 N' Bombay
kAfinl-r =.grin; s, FL 32708
PLANS REVIEWED
CITY OF SALFORD
s/
' EXISTING STRUCTURE
-- -- -I----------------------------------------------------------------------i--------- --�
� I 3x3 POST 3x3 POST I �
I I
9 EXIST. CONCrETE SLAB I
I
61 rn I 7
------------ ---------------------------Z
3x3 POST
I
3x3 POST
I
L- - - - - - - - - - - - - - - - - - - -
® I 1 - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -
1 I
EDGE OF RO
ABOVE I ,
5'-i 13/16" 5'-610
13/16" 5'-6 13/16" 5'-6 13/16" 5'-7 13/16"
14'-0" 14'-0" I1'-6" III -6"
23'-0"
WALL LAYOUT PLAN
SCALE -1/4•-1'-O•
ROOF PLAN
SCALE -1/4•-1'-O•
PLAN NOTES:
1. ALL FRAMING MEMBERS HAVE BEEN SELECTED USING TABLES AND
CHARTS PROVIDED IN THE ATTACHED SIGNED AND SEALED
ENGINEERED DOCUMENTS.
2. DESIGN WIND SPEED OF 120 M.P.H.
co
0
M
® N
Q O
co co
m -; IO
t 0.1110
co
zq-
v�
16" KICK
TYPICAL
WALL ELEVATION "A"
SCALE -1/4•-1'-O•
EX15TING
-----� ROOF
3" INSULATED
ROOF
WALL ELEVATION "B"
SCALE -1/4•-1'-O•
3" INSULATE
INNSSULATED
ROOF
sr-oFE
DN viz
2x2
2x2 HD.
EXISTING
ROOF-�--- _-
r-�
' X
r X Q (14
`n m
X x
2X2 2X2
il)
' 1X2 ® 1X2
3'0x6'8 r, OOR
31-6" 3'-0" 3'-/K7 "
"
10'-0
WALL ELEVATION "C"
SCALE -1/4--l'-0;7-
3 "
CALE-1/4•-1'-O•
3' PAN
EXISTING
ROOF
10
WALL ELEVATION "D"
SCALE -1/4•-1'-O•
2 . <
O wvin
O
=0
zoao-
N
W�0 in
wWo
U a MQ
N U)
8
0
0
0
2
General Notes and SDecffications:
1. The bDowinp structures aro designed to be mamlad b block and wood flame x1 ucluas of adequate
sbuebnal capacltlr. The eantrad, I home owner shag va* that the had dm*n is In good condition
end d $Ul%dWd abenplh b hold Iha proposed odd don.
2. B there Is a gtrselon about the host sbucbas, the owner (at his own expense) shal hire an orchlad,
avinear, or a oar IN, home Inspection company b ve ft host structure capacity.
3. The sucks dealgnsd Left tic& section anal be Imled to a madmm pr riP Air of 16' UDm the Inst
stnicwre. Freestanding abuklums shd be dmled b ft m odmum opens and ales limb of componaft
parts. Largw than Base lhb dull hen she spedlk sngbaerbg.
4. The bbwbfg rules apply b atlechmenb Invol ft moble and nsrwfecMed homes:
a. Mftxb s b be plead ad)acent b a moble I nsndadued home bull prior to 1 B94 dud use •both
wan owsUucHW or aW provide dNded plan d the nnWle I menufaitxad home and tnspectla+
spat abnp wlh addition plansfor elle specie review and asal by Br w ginw This apples b el
sawn I glass morns and I or strucbass to be sLadrd
b. •Fourlh wad aanbucOW means the sdMm &hal be Use sMr&V wnh o* the rod bW& d Ir
two units being attsdad. no most common 9arM wall aabudioW Is a pat &I , ban* edpant
to the moble I manufactured has. The same span tablas an be used as for the Uord wal been For
bulla well beam use the corder beam fable. The pal Ma be smed socordbp b this Manuel sndbr as
a min num be a r x r x 0.1Xlr wlh an 18• x r x 0.041• bee baa at each and oft o beam. If the
posts aro apt h txfnt3sts foolryp (per table 2.4) Be bre braces may be olmbwtsd.
a For moble I msnufmckaed boors but eller 1884, moues may be ettadfed, provided the project
folcws the plan provided In tits manual. The conbacbr I owner shag provide vertllatlon But Ba
sUudual system of the hod strumas Is adequate for the addllon b be slached.
d. iffr Moble l mursdamred home mmubcbxw cwffin lnwriting bM tha nobble hams maybe
aBad+e I b, then a •both war Is NOT rwp*od•
6 Section 7 axMebr &pan tables and the alfaduffent dstslts for pans and oom1, panals.
8. Swam wab bebreen existing wale, fops, and COW shall be allowed and spans shad be %pred the
same as other soman wols.
T. Wham Using TEX eases la leu of S.M.S., larger soaves must be used to oompawfad for dell head.
B. For high vebdly hu tone zones the minh w n We bed I applled bad shat be 30 PSF.
9. The fan h Of ex11fp Basan man wall b receive wl dows or &did shseNYfg should be accomplished
wBh the detWb of Ifla chapter
10. N aI IN anchors are based on an efdoead bulldog wNh a IV pro)ecfbn and a r war hang for up to s
wind velocity of 120 MPH.
11. Spans may be bderpohatad 111 e n values but not sdra~ outside vahss.
12. For Design Clock Llai and Irfspedlon Gkldes for Srssn, VbrA Glass A Modular Rooms, sae Appendix
(Seddon 10}
13. When notes rotor to screen rooms, they dull apply, b wqk I vinyl room also,
Section 3 Design Statement:
The strfnbnea designed for Section 3 are sold rods will mean or sold web and are oorfsidsted pert
d sn wdmad ttr PaAdy enclosed stnrmral systsm abfce tlfay are dedpnsd b be married ban
III sbuctum
The dealpf atd beds used for screen room are Iron► Chapter 20 of the 2001 Fbrlda Bttddrg Coda
The bads assure a mean rod height of less than 30; rod dopa of 0• b 20•; I - DR. N beds aro
besed on 20120 screen or WW. Al pressures down In the below table are In PSF WISF .
The deep wind bade used for glass roam are from ASCE 74B Semon B.S. Analytical Procedure
and aro in coMpbnce wlh the 2001 Fbrfdo Budding Code. The bad& assume a own root height of
lase Ian 90; beef sops d2D' b 30• (N -10'k I ■ 0.77. N presaxess e1rrM b Ise table batow
min
PSF (ff13F�
General Notes and Specifications for Section 3 Tables:
Section 3 Doelgn lords for Boom, Gfaea, a modular Room
As NO"
Nola 1: Ras hfp systems of screen, vkrA and glass rooms are Lronddered b be mats Usnr reststsncs
components. Wind beds are bbd as mho bads for mxtb and plus bads for was, To con an above wind
beds b •C Exposure bods muNpiy by IA.
Conversion Table 3A
Wind Zorn Conversions for Bram A Vhtyl Rooms
Frrn 136 ■PN Bled Zan b polars
- Raab I ebb
Mind Zan AFpIled Lad 01008000 DOWN AppI1Md Lead DMMbe emcee
w"
100 is 1.13 110 s 1.13 11D
110 is tA7 1.10 11 1.00 1.00
130 21 1A0 110 13 1.00 IAD
I= - 36 DAs 0106 w oil DAD
130 n o1s aoQ 16 0.66 DA
100 31 Q01 016 t0 010 016
160 36 066 01D ZO 017 011
General Notes and Specifications for Section 3 Tables (cont):
Conversion Table 3C
Wind Zona Converslons for Glass I Enclosed Rooms
Conversion Table 313
Wind Zone Conventions for Glass I Partfaly Enclosed Rooms
Convarslon Table 3D
Convemlon Based on Moon Height of Hast
Structum for Glass / Enclosed Roans
From Esponas V to -V
Mwn man
seacosalbtaht Y r
6 -Ir oat cow
Ir -3O ass D12
3r -3r 0616 eat
.cop OAS OAS
Conversion Table 3E
Wind Zorn Conversions for Over Hangs
pwM Item Tom)
From 130 WN Meed Z&ns b otters
Mod Z�
ch'Lead odrrree srdrp
e?N
1a 30 1.13 110
116 3B 1.06 tA1
136 43 IAD 1.00
1:06 ra an OAS
as 6o 0s1 01&
140 ss a sees
160 67 Das Dao
INTERIOR BEAM TABLES: '
SCREEN A VINYL ROOK
&I
GLASS ROOM
(PARTIALLY ENCLOSED) 3,i
(ENCLOSED)3.
.W , .
HOST STRUCTURE OR
FOURTH WALL FRAME
PANS OR PANELS
ALUMINUM ROOF SYSTEM
PER SECTION 7
CARRIER BEAM POST
TYPICAL SLOPED SOLID ROOF ENCLOSURE
SCALE: N.T.S.
ALUMINUM ROOF SYSTEM
PER SECTION 7
RIDGE BEAM TABLES:
SCREEN s VINYL ROOMS:
&IA
GLASS ROOMS:
(PARTIALLY ENCLOSED) 324
(ENCLOSED)3.31
_ HOST STRUCTURE OR
FOURTH WALL FRAME
— USE BEAM TO WALL DETAIL
TYPICAL GABLE SOLID ROOF ENCLOSURE
SCALE: N.T.S.
PURSUANT TO PROVISIONS OF THE FLORIDA DEPARTASBiT OF t
HIGHWAY SAFETY R MOTOR VEHICLES DIVISION OF MOTOR
VEHICLES RULE 16C•2. THE SPAN TABLES, CONNECTION!
DETAILS, ANCHORING AND OTHER SPECIFICATIONS ARE
DESIGNED TO BE MARRIED TO CONVENTIONALLY N.
CONSTRUCTED HOMES AND I OR MANUFACTURED HOMES AND
MOBILE HOMES CONSTRUCTED AFTER 1084•
THE DESIGNS AND SPANS SHOWN ON THESE DRAWINGS ARE
BASE) ON THE LOAD REQUIREMENTS FOR THE FLORIDA
BUILDING CODE 2001 EDITION. '
w
C4
JOB NAME: I�ErER SANG �� EET /
ADDRESS: / REo/ GDA« c r' A 1 51003
SA/LFortc! o��, _3973
DRAWING FOR ONE PERMIT ONLY
2003 I OF 11
EDGE BEAM TABLES:
" SCREEN NL VINYL ROOMS-
3.1A.
OOMS3.1.1, 3.12
GLASS ROOMS:
/
TW`OR /
(PARTIALLY ENCLOSED) 321,
�' (ENCLOSED) 3.3.1.3.&Z 3.3.9
/ EIGHT (A / 1• x r
MIN. 3.1/2' SLAB ON GRADE
V ES OR RAISED FOOTING
FOOTINGS SEE DETAILS
TYPICAL GLASS ROOM WITH SOLID ROOF PAGE 3-23.24,26).
TYPICAL FRONT VIEW FRAMING
• (HEIGHT OF UPRIGHT IS MEASURED FROM -6 15
TOP OF 1• x r PLATE TO BOTTOM OF WALL BEAM)
'LW` LOAD WIDTH
FOR ROOF B� ALTERNATE CONNECTION
Pff FASCIA ALLOWED
SIZE BEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS)
(SEE TABLES)
i2
soLw ROOF CA
NO MAXIMUM
(ELEVATION SLAB OR GRADE)
P - PROJECTION FROM BLDG.
VAJES I VARIES LW - LOAD WIDTH
NOTES 'P VARIES
ANCHOR 1' x r OPEN BACK EXTRUSION Wl 1/4• x 2414• CONCRETE FASTENER MAX OF r4 r O.C.
AND Wl M 8' EACH SIDE OF UPRIGHT ANCHOR I- x r TO WOOD WALL W/ 010 x 2-12. S.M.S. Wl
WASHERS OR 01D x 24/2• WASHER HEADED SCREW r4 r O.C.. ANCHOR BEAM AND COLUMN
INTERNALLY OR W/ ANCHOR CUPS AND (2) 08 SCREWS W/ WASHERS 0 EACH POINT OF
CONNECTION.
SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR PR + O.H.
SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLE 3.1.9 AND GLASS ROOM FOURTH WALL
BEAMS FROM TABLE 9.1.6 USING P/2
ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING
CONVERSION: 1100,1231 130 1 140 1 1%
Is 010 012 012
INTERIOR BEAM TABLES:
SCREEN A ACRYLIC I VINYL
ROOMS 9.1.3
GLASS ROOMS
(PARTIALLY ENCLOSED) 323
(ENCLOSED) 9.9.4
TYPICAL SCREEN / GLASS ROOM
SCALE: lir -1'4 r
BEAM SPAN
USE WR
FOR BEAM SIZE)
SEE INTERIOR BEAM TABLES
AFTER COMPUTING
LOAD WIDTH
KNEE BRACE (SEE TABLE 3.4)
POST SIZE (SEE TABLE 3.4)
• LOAD WIDTH IS 1/2 THE DISTANCE BETWEEN
SUPPORTS ON EITHER SIDE OF THE BEAM OR
SUPPORT BEING CONSIDERED
TYPICAL SECTION 'FOURTH" WALL FOR ADDITIONS
ADJACENT TO A MOBILEIMANUFACTURED HOME
SCALE: IIB' -1-0r
Exbwion SW m TOW
L"am Tao Nac 9w Yx KM W o
rxrxmw
rx4'
rxrxaw
rxrxomr
rx4'
rxrxomr
rxrxonr
•.rirum—=
rxrxomr
rxrxomr=
rxrSALIL
rxrxaBw
rxrxo.iw
rxNrsma
rxrxomr
COIL FLASHING
1-1Ir x 08 S.M.S. AT EACH
RISER
ALUMINUM ROOF PAN OR — — —
COMPOSITE ROOF PANELS
SEE ROOF PANEL TO BEAM
DETAIL (SECTION 7)
INTERIOR BEAM TABLES
SCREEN d VINYL ROOMS _
3.1.3
— � di
GLASS ROOMS:
(PARTIALLY ENCLOSED) 323 _
(ENCLOSED) 3.3.4
THRU- BOLTS (TYP.)
(SEE TABLE 3.4)
r x OMr RECEIVING
CHANNEL OR r x r x O.OW
VARIES
1r MAX
ANGLES AT EACH END OF
2x -BEAM
DIAGONAL (SEE TABLE 3.4 FOR
ALUMINUM ROOF PAN OR
SIZESAME AS
DIAGRAM AND SCREW SIZES)
®
USED ABOVE
IF RECEIVING CHANNEL, USE
DETAIL (SECTION 7)
(2) ROWS OF SCREWS INTO
• • •
POST OR BEAM
POST SIZES:
+,U►
SCREEN 4 VINYL ROOMS:
3.1.6
mop,
GLASS ROOMS
�y
(PARTIALLY ENCLOSED) 325
3.1.3
(ENCLOSED OR SCREEN TO
GLASS CONVERSION) 3.3.8
SEE POST TO BASE
(ENCLOSED) 3.3.4
CONNECTION DETAILS
LONG OVERHANG DETAIL
SCALE 1I8• -1' M
COIL FLASHING
1/r x 08 S.M.S. AT EACH RISER
ALUMINUM ROOF PAN OR
COMPOSITE ROOF PANELS
— — — — -
SEE ROOF PANEL TO BEAM
DETAIL (SECTION 7)
THRu- BOLTS (TIP.)
— — —
(SEE TABLE 3.4)
INTERIOR BEAM TABLES:
-
SCREEN NL VINYL ROOMS:
3.1.3
GLASS ROOMS:
(PARTIALLY ENCLOSED) 323
-
(ENCLOSED) 3.3.4
POST (SIZE PER TABLE 9.4)
GUSSET W/ 8• x 8' x .OBD'
• • •
ALUM. PLATE AND (1) 010 x SW
• • •
TEK SCREW 1' O.C. EA. WAY
AND 1/r IN FROM EDGES
• • •
BOTH SIDES
(SEE NOTES BELOW)
POST (SIZE PER TABLE 3A)
SEE POST TO BASE DETAILS
NOTES:
FOR 0.080' WALL POST, USE GUSSET w/ 8' x B' x D.DW ALUMINIUM PLATE
FOR 0.080" WALL POST. USE GUSSET w/ 8' x B' x O.OSO• ALUMINIUM PLATE
FOR 0.125• WALL POST, USE GUSSET w/ r x 1r x 0.12r ALUMINIUM PLATE
SHORT OVERHANG - DETAIL
SCALE 1/B• -1'4 r
REMOVE VINYL SIDING AND
SOFFIT ON THE WALL AND
INSTALL SIMPSON CS -18 COIL
STRAP OR EOUAL FROM
TRUSS/RAFTER TO BOTTOM
OF DOUBLE TOP PLATE JOIST
0 EACH TRUSS / RAFTER.
NAIL STRAP W/ l6d COMMON
0 TRUSS RAFTER AND
PERIMETER JOIST, SCREW
® COIL STRAP TO SHEATHING Wl
08 x 1• DECK SCREWS a 1B•
O.C. VERTICALLY. REPLACE
VINYL SIDING.
_PROVIDE NEW 4'. r OR
r x 18' CMU PIER AND SOLID
FOUNDATION BLOCK 0 V -W
MAX O.C. ALONG
ATTACHMENT WALL
THE FLOOR, WALL, AND ROOF
SYSTEM ARE THAT OF MOBILE
I MANUFACTURED HOME
INSTALL NEW 4r OR 80•
AUGER ANCHOR PER RULE
1SC 0 EACH NEW PIER.
INSTALL 1/r CARRIAGE BOLT
THRU PERIMETER JOIST AND
STRAP TO NEW AUGER
ANCHOR.
TYPICAL WALL SECTION FOR ATTACHMENT TO
MOBILE / MANUFACTURED HOME
SCALE. IW - I'M
REMOVE VINYL SIDING AND
SOFFIT ON THE WALL AND
INSTALL SIMPSON CS -16 COIL
STRAP OR EQUAL FROM
TRUSS I RAFTER TO BOTTOM
OF DOUBLE TOP PLATE JOIST
0 EACH TRUSS I WAFTER
NAIL STRAP W/ 18d COMMON
0 TRUSS RAFTER AND
PERIMETER JOIST. SCREW
COIL STRAP TO SHEATHING W/
OB x 1• DECK SCREWS 018•
O.C. VERTICALLY. REPLACE
VINYL SIDING.
ALTERNATE'
4 x 4• P.T.P. POST Wl
SIMPSON 4• x r POST
BUCKET INSTALLED PER
SPECIFICATIONS TOP &
BOTTOM
THE FLOOR WALL. AND ROOF
SYSTEM ARE THAT OF MOBILE
/ MANUFACTURED HOME
INSTALL NEW 41' OR 8P
AUGER ANCHOR PER RILE
1SC G EACH NEW PIER '
INSTALL 1R' CARRV GE BOLT
THRU PERIMETER JDIST AND
STRAP TO NEW Aw- ER
ANCHOR
11 APR
TYPICAL WALL SECTION FOR ATTACHMENT TO
MOBILE / MANUFACTURED HOME
SCALE. IAC - 1'4r
Q
e!S �
N W
rn
la
U' ED U Z to
�WZOQ
00-C
LU :)lh C
ocn
Q 3:0
Ci00:0oc
Q N LL N
Z�
Lu
C Z N
co
VEAL -
REMOVE VINYL SIDING AND
SOFFIT ON THE WALL AND
INSTALL SIMPSON CS -16 COIL
STRAP OR EQUAL FROM EACH
TRUSS / RAFTER TO KNEE
WALL STUDS
NAIL STRAP W/ 16d COMMON
® TRUSS RAFTER AND
PERIMETER JOIST, SCREW
COIL STRAP TO SHEATHING W/
08 x 1' DECK SCREWS @ 16'
O.C. VERTICALLY. REPLACE
VINYL SIDING.
6' T BOLT ® 3r O.C.
TYPE 01 FOOTING
THE FLOOR WALL, AND ROOF
SYSTEM ARE THAT OF MOBILE
/ MANUFACTURED HOME
KNEE WALL W/ 2 x 4 P.T.P.
BOTTOM PLATE, STUDS d
DOUBLE TOP PLATE NAIL PER
TABLE 2306.1 FLORIDA
BUILDING CODE EACH STUD
SHALL HAVE A SIMPSON SP -1
OR EQUAL SHEATH WITH 11r
P.T. PLYWOOD NAILED W10B
COMMON 6' O.C. EDGES AND
1? O.C. FIELD OR -
STRUCTURAL GRADE
THERMAL PLY FASTENED PER
THE MANUFACTURERS
SPECIFICATIONS. STRAP
SIMPSON COIL STRAP OVER
SHEATHING.
ALTERNATE WALL SECTION FOR ATTACHMENT TO
MOBILE / MANUFACTURED HOME
SCALE 114* a V- '
EDGE BEAM TABLES:
"
(PARTIALLY ENCLOSED) 321,
WINDOW HEADER TABLE
322
YY ENCLOSED) 326
(Wm
(ENCLOSED) 3.&1. 33$ 3 3 3
(ENCLOSED &&B
V-1'
MAXBAUM MINIMUM SHEETING: ONE
"
For
EDGE BEAM SPAN SIDE 0.047 ALUMINUM OR 1 rl
CHAIR RAIL TABLES:
I CDX PLYWOOD
(PARTIALLY ENCLOSED) 32.5
VARIES ALTERNATE SHEETING: 0.024•
(ENC 3.3A
ALUMINUM BOTH SIDES
ADDITIONAL STUDS MAY BE
'— xXTRUSION oPEN BACIC.'
ADDED TO ADJUST CHAIR RAIL
VARIES
TO MAX SPAN
MINIMUM SLAB WE DETAIL)
TYPICAL ELEVATION GLASS ROOM WALL
' • •' �•. 1-1Mi MIN. IN CONCRETE
SCALE: 1K' ■ 1'4'
WINDOW HEADER
ANGLE (1) SIDE OR BUND
SCREW
WINDOW ADDITION ANCHOR
W/ MIN.010 x 1' S.M.S. ®6'
FROM EACH CORNER AND
16' O.C. MAX
ALUMINUM EXTRUSION
CHAIR RAIL •
KICK PLATE
TYPICAL ELEVATION GLASS ROOM WALL
SCALE: 1/4'"1-0x'
NOTE FOR SCREEN ROOM TO GLASS ROOM CONVERSION USE 1' x r x 0.014' MATE) W/ r x 2'x
EXISTING OR r x r x CAW MATED WITH r x r x EXISTING
0B x 2-Irr S.M.S. ® S• FROM
00 x 1-1/r S.M.S. ® 6' FROM ENDS, TOP OR BOTTOM AND
ENDS, TOP OR BOTTOM AND 0 Ir O.C. OR PILOT HOLE W/
®16' O.C. CAP MID (1) 08 x 12' S.M.S.
INTERNAL B' FROM ENDS, TOP
OR BOTTOM AND 16' O.C.
Y tar 12.07 , � 2�
0.044 �I( 0.044g.ZowI1
0.044 -0.014 7
1" x 2" x 0.044" 2" x 2" x 0.044" 1" x 2" x 0.044"
OPEN BACK SECTION PATIO SECTION SNAP CAP SECTION
WITH2".x2"x0.044" WITH 2"x2"x0.044' WITH 2"x2"x0.044'
PATIO SECTION PATIO SECTION PATIO SECTION
EXTRUSIONS AND FASTENING DETAILS
SOUD COVER SCALE r " 1'4'
EDGE BEAM
(SEE TABLES 3.1.3)
WINDOW HEADER MAXIMUM WIDTH" VARIES
(SEE TABLES 3.3.7) EDGE BEAM SPAN
ADD1•xr,rx2*
OR SNAP CAP AS REQ'D.
CHAIR RAIL
(SEE TABLES 3.3.7) VARIES VARIES
SHEETING MIN. ONE SIDE (SEE TABLE)
0.047 ALUMINUM OR Ill COX
PLYWOOD
ADDITIONAL STUDS MAY BE
ADDED TO ADJUST CHAIR RAIL
TO MAX. SPAN
1' x r. ADD 1' x 1' TUBING OR VARIES
1' x r TO MATCH BUIL) OUT IF
REQ'D
MINIMUM SLAB (SEE DETAIL)
TYPICAL SCREEN ROOM CONVERTED TO GLASS ROOM WALL ELEVATION
NOTE SCALE: 1k'"1'-0'
FOR SCREEN ROOM TO GLASS ROOM CONVERSION USE 1' x r x 0.044' MATED WI r x r x EXISTING
OR r x r x MOW MATED WITH r x r x EXISTING
CONVENTIONAL FRAMING OR
ALUMINUM FRAME SYSTEM
AS MIN. SHEET ONE SIDE W/
0.047 ALUMINUM COIL FOR
SCREEN ROOM AND BOTH —�
SIDES W/ 0.024' COIL FOR
GLASS ROOM. USE STANDARD
NAIL OR SCREW PATTERNS
FOR ANCHORING.
WINDOW FRAMING CAN
ATTACH DIRECTLY TO HEADER
W/ 010 x 314' TEK OR S.M.S.
6' FROM EACH END AND 12*
O.C. MAX TOP AND BOTTOM.
GLASS WINDOW INSTALLED
PER MANUFACTURERS
SPECIFICATIONS
GLASS ROOM WALL SECTION
SCALE r - vo
CONVENTIONAL FRAMING OR
ALUMINUM FRAME SYSTEM
AS MIN. SHEET ONE SIDE W/
0.047 ALUMINUM COIL FOR
SCREEN ROOM AND BOTH —
SIDES W/ 0.024' COIL FOR
GLASS ROOM. USE STANDARD
NAIL OR SCREW PATTERNS
FOR ANCHORING.
TOP W TRACK AND BOTTOM
OF TRACK ATTACHED W/
014 x 3l4' TEC SCREWS
®6'O.C.
ALUMINUM SHEETING OR
VINYL BOTH SIDES
ALTERNATE TOP DETAIL
WINDOW FRAMING CAN
ATTACH DIRECTLY TO
HEADER W/010 x 314• TEK OR
S.M.S. ® 6' FROM EACH END
AND Ir O.C. MAX TOP AND
BOTTOM
GLASS WINDOW INSTALLED
PER MANUFACTURERS
SPECIFICATIONS
GLASS ROOM WALL WITH STORM GUARD PANEL SECTION
SCALE: r ■ 1'4r
PAN ROOF, COMPOSITE PANEL
OR HOST STRUCTURAL
FRAMING
(4) 06 x 12" S.M.S. EACH SIDE
OF POST
1 x 2 TOP RAIL FOR SIDE
WALLS ONLY OR MIN. FRONT
WALL 2 x 2 ATTACHED TO
POST W/ 1' x 1' x r ANGLE
CLIPS EACH SIDE OF POST
GIRT OR CHAIR RAIL AND KICK
PLATE r x r x 0.03r MIN.
HOLLOW RAIL
I' x r TOP RAILS FOR SIDE WALLS
MOTH MAX 3.6' LOAD WIDTH SHALL
HAVE A MAXIMUM UPRIGHT
SPAMM AS FIM" MUM
WIND ZONE MAX UPRIGHT
SPACING
102
r4r
110
6'-r
120
Nr-'
123
V-1'
130
For
140
s-1•
160
4'-11'
INTERNAL OR EXTERNAL
T CLIP OR V CHANNEL CHAIR
RAIL ATTACHED TO POST W/
MIN.(4)010 S.M.S.
ANCHOR 1 x 2 PLATE TO Y
CONCRETE WITH 1/4' x 2.111
1 x 2 OR 2 x 2 ATTACHED TO
CONCRETE ANCHORS WITHIN
BOTTOM W/ 1' x 1' x r x 1Mir
r OF EACH SIDE OF EACH
OA16' ANGLE CLIPS EACH SIDE
POST AT 24' D.C.MAX OR
AND MIN. (4) 010 x Ill S.M.S.
THROUGH ANGLE AT 24.O.C.
s
MAX
'— xXTRUSION oPEN BACIC.'
E
MIN. 3 -Nr SLAB 2500 PSI
' • •' �•. 1-1Mi MIN. IN CONCRETE
CONC. 6 x 6 -10 x 10 W.W.M.
° �.
OR FIBER MESH
VAPOR BARRIER UNDER AP
CONCRETE „
POST TO BASE
GIRT AND POST TO BEAM DETAIL
SCALE: r"1' -W
SHEET
+r ,
OF 11
ALTERNATE CONNECTION
DETAIL 1' x r WITH
BEAM / HEADER.
(3) 010 x 141r S.M.S. WTO
SCREW BOSS
(N�OSxT 12• S.M.S. EACH SIDE
(2) 010 x 1 Ur S. M. S. INTOSCREW
EDGE BEAM TABLES:
SCREEN 8 VINYL ROOMS:
OF
ANCHORS WITHIN 8.OF EACH
BOSS
12
3.1.1LASS R
GLASS ROOMS:
W/ MIN. (3) 010 x 1 -IW S.M.S.
ANGLE CLIPS MAYBE
O ff —
(PARTIALLY ENCLOSE)) 321,
H BAR OR GUSSET PLATE
SUBSTITUTED FOR INTERNAL
ANCHOR 1• x r PLATE TO
r x r OR r x r OR r S.M.B.
ANGLE AT 24' O.C. MAX
SCREW SYSTEMS
CONCRETE W/ 1M' z 2-1?,
MIN. 31/r SLAB 2500 PSI
CONCRETE ANCHORS WITHIN
CONC. dce-10x10 W-WAL OR
POST SELECT PER TABLE 3.4
8' OF EACH SIDE OF EACH
(MAY FACE IN OR OUT)
~—
MIN. (3) 010 x I IW S.M.S.
POST AND 24* O.C.. MAX.
�
INTO SCREW BOSS?
MIN. 34W SLAB 2500 PSI
ALTERNATE PATIO SECTION TO UPRIGHT AND
1• x r EXTRUSION
OONC. S x 8=10 x 10 W.W.M.
R
OR FIBER MESH . ' '
1-18• MIN. IN CONCRETE
VAPOR BARRIER UNDER
CONCRETE
ALTERNATE HOLLOW UPRIGHT TO
BASE AND
HOLLOW UPRIGHT TO BEAM DETAIL
SCALE: r ■ 1' Or
ANCHOR 1' x r CHANNEL TO
O
CONCRETE WITH
(N�OSxT 12• S.M.S. EACH SIDE
1/4' x 2-IM'CONCRETE
EDGE BEAM TABLES:
SCREEN 8 VINYL ROOMS:
OF
ANCHORS WITHIN 8.OF EACH
3 >
i
9
12
3.1.1LASS R
GLASS ROOMS:
W/ MIN. (3) 010 x 1 -IW S.M.S.
SIDE OF EACH POST AT 24
O ff —
(PARTIALLY ENCLOSE)) 321,
H BAR OR GUSSET PLATE
O.C. MAX OR THROUGH
K =
r x r OR r x r OR r S.M.B.
ANGLE AT 24' O.C. MAX
POST
MIN. 31/r SLAB 2500 PSI
MIN. (4) 010 x 1/r S.M.S.
EACH POST
CONC. dce-10x10 W-WAL OR
POST SELECT PER TABLE 3.4
FIBER MESH
(MAY FACE IN OR OUT)
~—
1• x r EXTRUSION
VAPOR BARRIER UNDER
HOST STRUCTURE ROOFING
CONCRETE
. • 1-1/8' MIN. IN CONCRETE
ALTERNATE PATIO SECTION TO UPRIGHT AND
PATIO SECTION TO BEAM DETAIL
SCALE 2's Tor
ANCHOR RECEIVING CHANNEL
TO CONCRETE W/FASTENER
(PER TABLE) WITHIN r OF
EACH SIDE OF EACH POST
24.O.C. MAX.
MIN. 3-1/r SLAB 2500 PSI
COW— 8 x 8 -10 x 10 W.W.M.
OR FIBER MESH
VAPOR BARRIER UNDER
CONCRETE
rx2'OR2*x3'POST
011 x 8A18• TEK SCREWS BOTH
SIDES
1' x 2-1/B' x 1• U•CHANNEL OR
RECENING CHANNEL
CONCRETE ANCHOR
(PER TABLE)
1-118' MIN. IN CONCRETE
ALTERNATE POST TO BASE CONNECTION - DETAIL 1
SCALE. r a 1r
ANCHOR RECEIVING CHANNEL
TO CONCRETE W/ FASTENER
(PER TABLE) WITHIN r OF
EACH SIDE OF EACH POST
24.O.C. MAX
MIN. 3-1/2' SLAB 2500 PSI
CONC. S x S -10 x 10 W.W.M.
OR FIBER MESH
VAPOR BARRIER UNDER
CONCRETE
rxrORrxrPOST
08 x EMB' TEX SCREWS BOTH
SIDES
1' x 2-118' x 1• UICHANNEL OR
RECEIVING CHANNEL
CONCRETEANCHOR
(PER TABLE)
1-118' MIN. EMBEDMENT INTO
CONCRETE
ALTERNATE POST TO BASE CONNECTION - DETAIL 2
SCALE: r a 14r
EDGE BEAM
11 x r OPEN BACK ATTACHED
TO FRONT POST W/
010 x 1-1? S.M.S. MAX 8•
FROM EACH END OF POST
AND 24' O.C.
FRONT WALL GIRT
1' x r OPEN BACK ATTACHED
TO FRONT POST Wl
010 x 1-1R' S.M.S. MAX 8'
FROM EACH END OF POST
AND 24.O.C.
ALTERNATE CONNECTION:
2) 010 x 1-1/r S.M.S.
HROUGH SPLINE GROOVES
IDE WALL HEADER
iTTACHED TO 1' x r OPEN
ACK W/ MIN. (2) 010 x 1-11r
I.M.S.
IDE WALL GIRT ATTACHED TO
'x r OPEN BACK W/ MIN. (3)
10 x 1-1? S.M.S. IN SCREW
DBSES
FRONT AND SIDE BOTTOM
RAILS ATTACHED TO
CONCRETE W/ 1K' x 21/4•
CONCRETE/MASONRY
ANCHORS G 8• FROM EACH
POST AND 24.O.C. MAX AND
WALLS MIN. 1' FROM EDGE OF
CONCRETE
TYPICAL & ALTERNATE CORNER DETAIL
SCALE r ■ 14r
COMPOSITE ROOF PANELS:
(4)1M• x 41 LAG BOLTS W/ RISER PANELS ATTACHED PER
1-1/4' FENDER WASHERS PER RISER
CHAPTER 7
4'-0' PANEL'1►CROSS THE
FRONT AND 24' O.C. ALONG ::::::::::::':::: ::::::
SIDES
rxrORrxrHOLLOW
GIRT AND KICK PLATE r x r
HOLLOW RAIL
POST ATTACHED TO BOTTOM
W/ MIN. (3) 010 x 1-12' S.M.S. IN
SCREW BOSSES
TYPICAL UPRIGHT DETAIL
SCALE:- r ■ T -W
RIDGE CAP
08 x lir (3) PER PANEL
08xWQ24'O.C.
RECENING CHANNEL
(8)!M x Vr S. M. S. TO STUD
AND (8) 00 x 1R' S.M.S.
TO BEAM
a� P�
r
qr %R
m
M
80• MAX
Z' x r S.M.B. HEADER
ALTERNATIVE BEAM SUPPORT
GLASS ROOM FRAMING DETAILS
SCALE r ■ IW
,l)) ROOF PANELS (COMPOS
FASTEN MIS �E Fr
I� DETAILS IN BECTION 7µD 1 OR
LU
Q
C9 OVZco N
o> oa
OCo��
W-ch0
VDCIxODoc�
o
Up�FcVU
Qty_ y
ZLu
UJ
0
0:Z N
N D
1�
O
d• MAXIMUM
go LL ..
g
EDGE BEAM TABLES:
SCREEN 8 VINYL ROOMS:
HEADER ATTACHED TO POST
IF KNEE BRACE LENGTH
EXCEEDS TABLE� USE
3 >
i
9
12
3.1.1LASS R
GLASS ROOMS:
W/ MIN. (3) 010 x 1 -IW S.M.S.
BEAM
CANTLEVECONNECTION
O ff —
(PARTIALLY ENCLOSE)) 321,
IN SCREW BOSSES
DETAILS
K =
32.2
to
(ENCLOSED) 3.3.1.3.3$ 33.5
SCREEN OR SOLID WALL
POST SELECT PER TABLE 3.4
(MAY FACE IN OR OUT)
~—
USE 2 x 3 MINIMUM
HOST STRUCTURE ROOFING
2• x r, 2x r OR r x r
HOLLOW (SEE SPAN TABLES)
2• STRAP - LOCATE ® EACH
POST. (2)1/4• x r LAG
SCREWS ® 24.0. C. (MAX.)
EACH STRAP
'
FOR SNAP EXTRUSIONS GIRT
M 010 x W SCREWS
ATTACHED TO POST WITH
USE ANGLE EACH SIDE FOR
r
MIN. (3) 010 x 112• S.M.S. IN
2 x 2 TO POST CONNECTION
SCREW BOSSES' '
WITH HOLLOW POST
c
IN- BOLT ! 24' O.C. MAX.
WITHIN r OF EACH POST
®
i
FASTEN 2 x 2 POST
1• x r OPEN BACK BOTTOM
„
W/ (2) EACH 010 S.M.S. INTO
RAIL
SCREW SPLINES
r x r x 0.08r ANGLE EACH ,
( ®
EXTRUDE)
SIDE (3) EACH 118 S.M.S. EACH
OR SUPER
1/4'x 2114• MASONRY A
LEG INTO POST AND INTO
1 1®
GUTTER MAX DISTANCE TO A
ANCHOR ® e' FROM EACH
GUTTER (MIN)
HOST STRUCTURE WALL
POST AND 24' O.C. (MAX)
FASCIA AND SUB -FASCIA
38' WITHOUT SITE
SPECIFIC ENGINEERING
EXTRUDED OR SUPER GUTTER I RISER
(OR TRANSOM) WALL 9b FASCIA (WITH
SOLID ROOF)
SCALE r a 1'0
LU
Q
C9 OVZco N
o> oa
OCo��
W-ch0
VDCIxODoc�
o
Up�FcVU
Qty_ y
ZLu
UJ
0
0:Z N
N D
1�
BEAMS MAY BE ANGLED FOR
-
GABLED FRAMES
ANCHOR PER DETAIL FOR PAN
-
BOLTED TO POST W/ THRU® �—
I
OR COMPOSITE PANEL
BOLTS FOR SIDE BEAM ® _
FOR NUMBER OF BOLTS AND
BEAM AND POST SIZES
SIZE OF POST (SEE TABLE 3.4)
(SEE TABLE 3.4)
SIZE OF POST (SEE TABLE 3.4)
®e
1' x r MAY BE ATTACHED FOR
(MAX M
SCREEN USING (1)
POST NOTCHED TO SUIT
I
~— 010 x 1-1? ® r FROM TOP
MINIMUM 08 S.M.S. x 314'
AND BOTTOM AND 24' O.C.
SIDE NOTCH POST TO CARRIER BEAM CONNECTION
SCALE: r - 1'a'
a� ROOF PANEL
(SEE SECTION 7)
1314' x 133' x 0.083' — — —
I
RECEMNG CH Nl THRU r v LANCHOR
PER DETAIL FOR PAN
-
BOLTED TO POST W/ THRU® �—
I
OR COMPOSITE PANEL
BOLTS FOR SIDE BEAM ® _
SCREEN 6 VINYL ROOMS:
(SEE TABLE 3.3 FOR NUMBER
FOR NUMBER OF BOLTS AND
OF BOLTS) I ® -
SIZE OF POST (SEE TABLE 3.4)
BEAM AND POST SIZES I
1'
(SEE TABLE 3.4) x r MAY BE ATTACHED FOR
SCREEN USING (1)
010 x 1-111 a B• FROM TOP
POST NOTCHED TO SUR AND BOTTOM AND 24.O.C.
CENTER NOTCH POST TO CARRIER BEAM CONNECTION
SCALE: r - TV
rx/'x0.OTrx0.224•BEAM
SHOWN
WHEN FASTENING r x r
THROUGH GUSSET PLATE
USE 010 x r (3) EACH MIN. \
MENDING PLATEk >cX ® x o \
-%c® c x >c �c >C �c
° ® \ e
MADE FROM k, >C
REQUIRED GUSSET PLATE \ ®k k - xk>c x k ° \ \
x x
(SEE TABLE FOR LENGTH AND k. � f x x X k X k X° \
0 OF SCREWS REQUIRED) ®° o >C k k >C xo ° \
o >C >C o
ALL GUSSET PLATES SHALL
BE A MINIMUM OF 5052 H32 V
ALLOY OR HAVE A MINIMUM ° 1. �►
YIELD STRENGTH OF 23 ktl .
Ab - DEPTH OF BEAM
ds - DIAMETER OF SCREW \ ° ® 'f'
\ STRAP TABLE
r x a' x o.o5o•xa12o• \
UPRIGHT SHOWN x - Plum L2 -3m -
NOTE: ' ALLSCREWS OM' LINO
1. FILL OUTER SCREW POSITIONS FIRST UNTIL REQUIRED NUMBER OF SCREWS IS ACHIEVED.
2 SEE TABLE IS FOR SCREW SIZES & NUMBER
3. GUSSET PLATES ARE REQUIRED ON ALL BEAMS r x r AND LARGER.
4. SCREW PATTERN LAYOUT W/ SPACING BETWEEN SCREWS GREATER THAN MINIMUM IS
ALLOWED SO THAT EQUAL SPACING IS ACHIEVED.
GUSSET PLATE SCREW PATTERN FOR BEAM TO GUSSET PLATE CONNECTION
SCALE: r -1-0'
1-1R' x 1-12* x 0.080' ANGLE
EACH SIDE OF CONNECTING
BEAM WITH SCREWS AS
SHOWN
PRIMARY FRAMING BEAM
(SEE TABLE 3.1.2 OR 3.18)
NOTE: EXTRUSIONS WITH INTERNAL
SCREW BOSSES MAY BE
CONNECTED WITH (2)
010x1 -1/r INTERNALLY
NOTE: ANGLE OR RECEIVING
CHANNEL EXTRUSIONS WITH
®
I
COURSE WITH 3000 PSI PEA
®
+a-0'
INTERIOR BEAM TABLES:
SLAB IS USED SEE NOTES OF k-
SCREEN 6 VINYL ROOMS:
o
3.1.3
(2)#10 x 1-11r INTERNALLY
F GLASS ROOMS:
®e
d (PARTIALLY ENCLOSED) 3.2.3
(MAX M
(ENCLOSED) 3.3A
°
I
MINIMUM 08 S.M.S. x 3/4' LONG
NUMBER REQUIRED EQUAL TO
BEAM DEPTH IN INCHES
BEAM TO BEAM CONNECTION
SCALE: r -1'-0' -
INTERNAL SCREW BOSSES
3r
COURSE WITH 3000 PSI PEA
FOOTING (IF MONOLlTFOC
+a-0'
MAYBE CONNECTED WITH
SLAB IS USED SEE NOTES OF k-
INTERIOR BEAM TABLES:
DETAILS THIS PAGE)
48'
(2)#10 x 1-11r INTERNALLY
040 BARS MIN. 2-11W OFF
SCREEN A VINYL ROOMS:
GROUND
(MAX M
KNEE WALL FOOTING FOR SCREENED OR GLASS ROOMS
SCALE: 13' -1'-0'
MINIMUM 08 S.M.S. x 314'
GLASS ROOMS: ~
LONG NUMBER REQUIRED
(PARTIALLY ENCLOSED) 323
EQUAL TO SEAM DEPTH
(ENCLOSED) 3.3.4
IN INCHES
Is
p�
BEAM TO WALL CONNECTION:
(2) r x r x 0.080' EXTERNALLY MOUNTED ANGLES TO WOOD WALL WITH MINIMUM (2) 318' x r LAG
SCREWS PER SIDE OR (2)13' x 213' CONCRETE ANCHORS TO CONCRETE OR MASONRY WALL ADD (1)
ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN r
(ALTERNATE) (1)133' x 13W x 1314' x Will INTERNAL U -CHANNEL ATTACHED TO WOOD WALL WITH
MINIMUM (3) 318' x r LAG SCREWS PER SIDE OR (3)13' x 243' CONCRETE ANCHORS TO CONCRETE OR
MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM LARGER THAN r
BEAM TO WALL CONNECTION
SCALE r -1-0'
ANCHOR ALUMINUM FRAME
TO WALL OR SLAB WITH
13' x 2-113' MASONRY
ANCHOR WITHIN r OF POST
AND 24.O.C. MAXIMUM
CONCRETE CAP BLOCK OR
BLOCK (OPTIONAL)
(1) 040 BAR CONTINUOUS
(1) 040 BAR AT CORNERS AND
IW4r O.C. FILL CELLS AND
KNOCK OUT BLOCK TOP
RIBBON OR MONOLITHIC
3r
COURSE WITH 3000 PSI PEA
FOOTING (IF MONOLlTFOC
+a-0'
ROCK CONIC. DECK
SLAB IS USED SEE NOTES OF k-
2
DETAILS THIS PAGE)
48'
ALUMINUM UPRIGHT
040 BARS MIN. 2-11W OFF
rx ar x 18' BLOCK WALL(2)
GROUND
(MAX M
KNEE WALL FOOTING FOR SCREENED OR GLASS ROOMS
SCALE: 13' -1'-0'
ALUMINUM ATTACHMENT
CONCRETE FILLED BLOCK
STEM WALL r x 8' x 18' C.M.U.
(1)040 BAR CONTINUOUS
p�
510 VERT. BAR AT
CORNERS AN
V O.C. MAX. FILL CELLS W/
3000 PSI PEA ROCK
CONCRETE
8' x 17 CONCRETE FOOTING
WITH (N) 05 BAR CONT.
W
LOCATE ON UNDISTURBED
NATURAL SOIL
• ALL MASONRY KNEE WALLS SHALL HAVE A FILLED CELL AND
VERTICAL BAR @ ALL CORNERS
1.3-1/r CONCRETE SLAB B x 8 -10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE
VISOUEEN VAPOR BARRIER UNDER SLABS HAVING STRUCTURES ABOVE COMPACTED CLEAN
FILL OVER (SCARIFIED) NATURAL SOIL 80% DENSITY
2. LOCAL CODE FOOTING REQUIREMENTS SHALL BE USED IN LIEU OF THE MINIMUM FOOTINGS
SHOWN. ORANGE COUNTY FOOTINGS SHALL BE A MINIMUM OF 12'x 18' W/ (2) 050 CONT. BARS
FOR STRUCTURES / BUILDINGS OVER 400 S.F..
U)
�W
O
z 0
U :9VZm
�2WCD
ZOQ
OCo�
��c>o=o
Z
UJ
'h' W N !P
3r
+r
2
+a-0'
3B'
1r
2
e'
48'
ALUMINUM UPRIGHT
-
CONNECTION DETAIL
(SEE PAGES 3 A 4)
RAISED PATIO FOOTING
KNEE WALL FOOTING FOR SCREENED OR GLASS ROOMS
SCALE: 1M' - r-0'
13' x r PAWL TAPPER ALUMINUM FRAME SCREEN
THROUGH 1' x r AND ROW WALL
LOCK INTO FIRST COURSE OF
BRICKS POW LOCK
BRICK KNEEWALL TYPE S
ALTERNATE CONNECTION OF MORTAR REQUIRED FOR
SCREENED ENCLOSURE FOR LOAD BEARING BRICK WALL
BRICK OR OTHER NON- 4' (NOMINAL) PATIO
STRUCTURAL KNEE WALL 1, CONCRETE SLAB W/ B x B -
1' WIDE x 0.083• THICK STRAP PS 10 x 10 WELDED WIRE MESH
® EACH POST FROM POST TO OR FIBER MESH CONCRETE
FOOTING W/ (2) 010 x 3/4'
S.M.S. STRAP TO POST AND — —.=•
(1)1/4• x 1314' TAPCON TO ° " (1) 05 0 BARS W/ 3' COVER
SLAB OR FOOTING • (TYPICAL)
BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS
SCALE. Ire - 1'4r 4' IN. (2) 05 BAR CONT.
(1) 05 BAR CONT.4142r
MIN. 3.1/r (EYP BEFORE SLOPE ALL SLABS)r
TYPE 1 TYPE 0 TYPE M
FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING
NOTES: 03' / 1r r / 1r -1-w I. 1-10'
1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL BEARING PRESSURE OF 1,500 PSF.
BEARING CAPACITY OF SOIL SHALL BE VERIFIED, PRIOR TO PLACING THE SLAB, BY FIELD SOIL
TEST OR A SOIL TESTING LAB.
2. THE SLABIFOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS, AND COMPACTED PRIOR TO
PLACEMENT OF CONCRETE.
3. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE PROJECTION FROM
THE HOST STRUCTURE EXCEEDS IV THEN A TYPE II FOOTING IS REQUIRED. SLABS SWILL BE A
MINIMUM OF 3.111(4• NOMINAL) THICK.
4. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH B x B -10 x 10
WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH.
6 IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING.
SECTIONS REQUIRED BY LOCAL CODE, LOCAL CODE GOVERNS.
(SEE ADDITIONAL DETAIL FOR STRUCTURES LOCATED IN ORANGE COUNTY, FL)
B. IF A CARRIER BEAM OR FOURTH WALL FRAME IS REQUIRED USE A TYPE 11 FOOTING MINIMUM.
SLAB -FOOTING DETAILS
SCALE. irr -1'-0'
BLOCK KNEE WALL MAY BE
ADDED TO FOOTING (PER
2500 PAJ. CONCRETE
SPECIFICATIONS THIS PAGE)
8x8 -10x10 W.W. MESH OR
�L
FIBER MESH CONCRETE
ALUMINUM UPRIGHT
-
CONNECTION DETAIL
(SEE PAGES 3 A 4)
(2) 050 BARS CONT. W/ 3'
COVER LAP 2S MON.
Z 5d MINN.-:
• I—ISI �I MIN.
II • .: �• II
mw
B MILVE UMN\FARE VAPOR
BARRIER IF AREA TO BE
T I I—III— I r ENCLOSED
1r MIN.TERMITE TREATMENT OVER
BELOW GRADE 18' MIN. UNDISTURBED OR
COMPACTED SOIL OF
UNIFORM 85% RELATIVE '
DENSITY 1500 PSF BEARING
MINIMUM FOOTING DETAIL FOR STRUCTURES IN ORANGE COUNTY, FLORIDA%
REQUIRED FOR STRUCTURES / BUILDINGS OVER 400 SQUARE FEET ONLY
SCALE: 1? - Wr A - i
NOTES: -
1) ALL CONNECTIONS TO SLABS OR FOOTINGS SHOWN IN THIS SECTION MAY BE USED W/ THE..
ABOVE FOOTING.
2) KNEE WALL DETAILS MAY ALSO BE USED W/ THIS FOOTING. = �� 4- L
3) ALL APPLICABLE NOTES TO KNEE WALL DETAILS OR CONNECTION DETAILS TO BE SUBSTITUTED
SHALL BE COMPLIED WITH. '
EXISTING FOOTING 0' ' NEW SLAB W/ FOOTING
(2) 05 BARS -DOWELED INTO
EXISTING FOOTING W/ EPDXY
r EMBEDMENT, 25' MIN. LAP
TYPICAL CONNECTION OF PROPOSED FOOTING TO EXISTING FOOTING
REQUIRED FOR STRUCTURES / BUILDINGS OVER 400 SQUARE FEET ONLY
SCALE: 111-1-0'
O
ZN
UNIFORM LOAD 1 UNIFORM LOAD
A B A B
SINGLE SPAN CANTILEVER 1 OR SINGLE SPAN
UNIFORM LOAD UNIFORM LOAD
t ! t ! t
A B C A B C D
2 SPAN 3 SPAN
UNIFORM LOAD
A B C D E
4 SPAN
NOTES:
1)1 ■ Span Leryph_
2) AM sparm kindth@h IsbNe are far @quay spaced dbtwxm between supports or anehor pohls
3) Hollow slenuloln WW not be spliced.
4) Woo span'beenrs @ha0 only b@ spliced at the quarter polyds sed splices stroll be stapp@led.
SPAN EXAMPLES FOR SECTION 3 TABLES
SCALE N.T.S.
(3.D6 L)
DRuL)
C (1.67 L)
B (193 L)
A ro.67 U
ALLOWABLE BEAM SPLICE LOCATIONS
SCALE: N.T.B.
SINGLE SPAN BEAM SPLICE
A
(�►)
d - HEIGHT OF BEAM
® IM POINT OF BEAM SPAN
Oused Ph o TMebmes
Roma Rhe Thh*ws
BEAM SPLICE SWILL BE
ALL SPLICES SQL BE
3A
MINIMUM d - JW
STAGGERED ON EACH
* d -SMV
I
d -.W
I
SIDE OF SELF MATING BEAM
PLATE TO BE SAME
fo + + +
+ + +
I
THICKNESS AS BEAM WEB
012
021
10
PLATE CAN BE INSIDE OR
OUTSIDE BEAM OR LAP CUT
+ + +
+ + +
d
DENOTES SCREW PATTERN
to
moo
NOT NUMBER OF SCREWS
lir-112r
enr
FASTENER SIZE, NUMBER
de
HEIGHT 2 x (d - JWJ LENGTH
AND SPACING (SEE TABLE 1.6)
1M-0.25
eek ebs
A
(�►)
Edo To Coelor
26 fm.%
Cw@r To Color
2-1
Oused Ph o TMebmes
Roma Rhe Thh*ws
oe
ate
3A
711e
rxrx0A55xO.12r-
tnr-0.083
HD
0.19
34
la
rxrxowrxmw
1A• -0.12r
012
021
7Mo
lite
2xrx0Xrx0"
lir-0.12r
014 or 1/M
025
to
moo
rxrxOAerx0..3W
lir-112r
enr
0.313
de
3m
rxlrxuorxL3w
1M-0.25
Tatar 3A Schmhdr of Post to Boom SM and Number of Thm Bohm Rmwlmd
Akwd mo Aegr eoe3 Tr
1-1
Room els
mnbmxe
Poo! sh3o
Aeomxoo
pod on
L.04.1L•
U4•o We
ukdm a
Kns ener
KUL 0 Kns
also
rxrxaoirNdbw
rxrxDA@r
rxrxa05r 1
2 1
1 rxrxo.050•
a
MK mdwd si x
rxrx0A4rx0.10r
rxrxomr
rxrxoAOr
2 1
rxrxomr
moo
rxrx0.0orx0.10r
rxrxonr
rxrxoo5r
2
rxrxomm
a5r
rxrx0Axarir
rxrxo.Wro
rxrxmow -*2—
rrxrxomr•
01o�
rxrxLMrxal2r
rxrxD=
rxrxoASr
2
2
rxrxomr
010
rxrx0.0WufkmW
rxrxDAer
rxrxojw
2
2
rxrxomr
010
rxrxLWrxD2W
rxrxomw
rx4•xoAW
3
2
rx4•xomr
1112
rxrxLWrxe.2tr
rxrxoAer
rx5xa050•x0.10o•
3
3
r:6•20.051rio.lor
014
rxrxoAer:0.3W
rxrx0.125
rxrxa030•x0.127
4
3
:x0.0:0.12r
rr5r
014
rxlrxoAerxe.3M•
rxr.0.12r
rxrx .l;.0.12V
6
4
rxrxo.owxo.12r
014
Double Boll Mean Rocs
r:r:ao7r:0124• rxr:D.OSD x0.+00
6
4
rxr:OAu•:a1or
014
rxrxas7!•x013r rxrxoASrxo.+2r
e
4
rxrx0.o50•x0.12r
014
r:rxaWr:o1W I rxrxOAWxa12r I
I
0 I
a
Irxr:oA5r10.12r
014
rxtr: Low x amr-I rxrxOff xanr 1
1
10 1
a
rxrx0A5rx012r
0t4
1mmxrlunm maxum ■W
• Ne *mm pool / hown mry be ow n mhltlxxe wm bleoo
L.
I....vmolor.ps. AP 1 5
-u.+rrxrrldrxr.e@
Noir
I. As SOW P"* dmf Is • @aWmm 60821,12 AAW or Imw @ n**m m *W of n I@L
TYPICAL BEAM SPLICE DETAIL
SCALE: 1• -11-V OF 11
f
I....vmolor.ps. AP 1 5
-u.+rrxrrldrxr.e@
Noir
I. As SOW P"* dmf Is • @aWmm 60821,12 AAW or Imw @ n**m m *W of n I@L
TYPICAL BEAM SPLICE DETAIL
SCALE: 1• -11-V OF 11
Tabb &1.1-110 Allowable Edge Beam Spans -Hollow Eablaloln
For Screen or Vinyl Rooms
For 3 second wind gust at 110 MPH veloW. using design bad of 20 NSF (36 NSF for Mac Candler)
rxrxlLmw
f.
K:
n
y
"Ir
Lad 11=111cenVi
width pl.) 1 a 2
3 &M4
Y w dtaaefbnLed
spn int
Ma. 8
WeeM IN 1 A 2
i• /
ftp.
'b' er daAlteflen
4 9M Ulm -
It
4'd• d
Fr a :FS- b• .1.1• d
8
4'r d
Fr d
Fr b
1',2' If
a
4'-1• d
4'•11• b
r4• b
I 1 V e
e
4'd• d
s.W d
s.9• b
1'-1' d
7
r-11- d
r -r b
W4r b
1 0-11. 0
7
F__d
4.11• b
Fvr b
1'-0• d
e
34• d
res• b
Cr b
I 17--11' d
a
741' d
44r b
rr b
r-tr d
e
7.r d
44r b
r-11' b
W -111P d
e
r-+0' d
4'a b
4'a• b
r-11• d
10
r-8' b
r-10• b
rd le
r-10' d
10
1 res•d
4.2' b
r4r b
9-11*d
11
res' b
34'b
res le
r-17 d
11
r -r d
7.1V b
r -1r le
r -+D• d
12
7.1• b
rr b
3'd• b
r-+7 d
12
r•6' b
7.111' ►
r4' b
r•+D' e
rr b
r-tr d
12
TO b
r•+1' b
rr b
0-+0' d
12
4'r b
4'-11- b
Lead Ma.
rake p14 1 a!
i' /
a span
Y er OtlltellsnIM
4 4M
Lead Ms even
wksh m) 1 a 2
i' /
f epn
Y w tltlltdleet
/spanMWL
a
4'-11- d
f-1• a
res' a
1;r d
0
6-r d
r-10• d
r-0• d
1'd• e
I
r4' d
Fr 0
Fr b
1',7' d
8
res' d
res d
r.r d
Ta d
7
rr d
6r d
Fd' b
141• d
7
4'-11• d
r,Z• d
" d
1•d d
I
rr d
s-1• b
4.11• b
Vr d
e
4'? d
s•111' d
F11' b
V -r d
t
4-1• d
r -1C b
4••r b
r-11• d
e
4•r d
sr d
F r b
1'-1• d
10
7.11• d
4-r b
r4r b
r-11' d
1e
4'r d
Sr d
Fa' b
1'-1' d
11
7.10' d
rd• b
4a b
7417 a
11
4'.Y d
F,2• b
F-0• b
res d
u
rr 0
4',2' b
4-1• b
r-11• e
u
4•,T a
4:11• b
4••17 b
1'4• e
rr b
I rtr d
12
1 rr d
1'4• d
1•r d
I 1'r d
Lead Yae
w,mhP'%1at Spwj
i'/
2Spn 1
Ywsslltotlen
4Spn I
Lead Mae
wwbMla2
i'/
30pee
YwOWlltdleer
49pn LtOL
t
Sr d
rd' b I
r-1• b
I +'4' d
t
r-11' d
rd' b
r4' b
1.11• d
a
Sr d
1r4' b I
rr b
I 1'4r d
a
r4' d
rr b
res' b
1•1r d
7
Fr d
r r bI
F-11• b
1'4• d
1 7
r -r b
r-++' b
r r b.
1•r d
I
r,r b
Fr bI
B r b
I 1'r d
e
r r h
Tr b
r -r b
TO d
0
4-1r b
sr b
F.Y b
rf a
e
res• b
V -11'b
r r b
1-r d
10
4'r b
11 b
4411 b
1',2 d
10
s-tr b
rr b
r -r b
rd d
11
1 Cr b
4'-11• b
fir b
I 1•,r di
11
1 Fr b
rd' b
r-1• b
1'r d
U
res' b
44• b
4-r b
141• d
12
6r b
rr b
F-111. b
rr a
Mobs:
1. Abort aper tlo reel Ydnda brpBr d bra lona. Adtl bortraial OIsYw 0nr upepdb anMd baa b bean
oornaatlon b tlr abere spare for bbl loam slur.
2. Sear nrLr bbl YMrpoYbd
Table 3.1.1.120 Allowable Edge Beam Spam - Hollow Extrusions
For Screen or Vinyl Rooms
For 3 second wird gust at 120 MPH v4doal4r; using design bad of 23 NSF (43 NSF for Max Cangbrsl)
u.�Y.ww Cdr aIle TJ
1. Abort Wper do vat hrMdo bger d low baa. Add' al Adrroa mom opal b anbrd loss b bees
OomaarN loft shows aperforb1Ybeen aper.
2. aprrmrybabarpeaad.
Table &1.1430 Allowable Edge Beam Spans - Hollow Ex1ruslom
For Screen or VIW Rooms
For 3 seeord wind gust st 130 MPH wlock r, using design bad of 27 NSF (50 NSF for Maar. Csntllasr)
A\- A.r � VJ
f.
K:
n
y
Lead RIML@DMWI
velem(a.) 1a! spwl
3spn
Y er defluson W1
ItM candh�1A2
Led Ilex.
wMmpy
i' / labovdino
Sapp
Y w OtBtNanNn
4/pnMNL cmdarm
8
4',r d
F -r b
7.10' b
I ti• d
8
4r d
Fr d
rd' b
1-r d
a
r-11' d
4-r b
4-r le
I r-11' d
8
44T d
Fr b
4'-10' b
Nr d
7
rr d
4a• b
441• b I
r-11- e
7
r-11• d
44' b
4'4r b
0-11' d
I
rr d
r-11' b
rtr b
I r-tr d
a
rr d
44- b
r,2' b
r-11- d
t
rd' b
7r b
74r b
r-10' d
a
rr d
4-1' b
r-11 b
&.1r d
1e
r,r b
rr b
7r t1
W-10* d
10
1 3`4rb
T -11'b
rr b
7.17 d
11
7r b
7r b
res' b
rr d
11
7d• t
rr b
3'-T b
I
0-10' d
12
7-11• b
rr b
" b
rr d
1:
r,T b
r -r a
rr b
r-tr d
12
TO b
r•+1' b
rr b
0-+0' d
12
4'r b
4'-11- b
4'-10• b
d
Lase Ilrt
wwrepy 1af
W /
28pn
Y er dtllteson In
4spn 110LWidth
conflem
Led Mex
(IL) Ia2spw
viowmnmww
34M
dt+ItalerrIn
644 CNANOWN
a
4'r d
r-10' d
r-10' b
I%r d
a
sd• d
r r d
rr a
IW d
B
4'r d
rr d
6d' b
1'4• d
a
4•-11' d
r,!' d
rr d
1.2' d
7
47 d
r -r b
r-11- b
FW -d
7
4•r d
64r d
F-11- b
r,Y d
1
17 d
4'r b
Kr b
r-11• d
e
4'r d
6-r d
Fr b
t•r d
t
7-11• d
4'r b
rd• b
0-11• d
a
4•4• d
66C b
6,2' b
1.1' d
10
rr 0
4'a' b
r,rh
r-11• a
10
rr 0
6.1' b
4••11' b
1.0' d
11
7r d
r 1• le
r-tr le
r-tr d
1/
1 4a' dr-tr
b
rr b
U41'd
12
rr b
7-11• b
7r b
0-10' d
u
7.11.0
4•r bI
rr b
I rtr d
12
1 rr d
1'4• d
1•r d
I 1'r d
se AIM
py 1 A 2
i' /
8 apM
Y er ssllaadte
4 span
Lad Me-
Width py 1 of
i' /
Satins
Y w dtBtesen
44=ism
B
r-tr d
r -1r b
r -r b
1•r d
a
rr d
rr b
rr b
/:1r d
a
6r d
res• b
rr b
1•d' d
a
r-1• b
r-11• b
rr b
147 e
110
F,2• b
Fr b
Pr b
1'r d
7
rr b
Td• b
r -r b
1'd d
I
4-10' b
Fr b
r -r b
1•,2• d
a
r,r b
7.11• b
rr b
1•T d
I
4-r b
F-1• b
4-1r b
1;7• d
a
F•1r b
rr b
res• b
1'r e
10
1'd• b
4417 b
4rb1•-1'10
1-1• d
10
6r b
r r b
6-11• b
1'r d
11
4'-1• b
4-r b
1 4r b I
T-1• d
1 11
Fr b
r-tr b
rr b
1'r d
12
r-11' b
4r b
r.Y b
1.1' d
12
1 Fr b
S•r b
Fr b
1'd' d
1. Abort Wper do vat hrMdo bger d low baa. Add' al Adrroa mom opal b anbrd loss b bees
OomaarN loft shows aperforb1Ybeen aper.
2. aprrmrybabarpeaad.
Table &1.1430 Allowable Edge Beam Spans - Hollow Ex1ruslom
For Screen or VIW Rooms
For 3 seeord wind gust st 130 MPH wlock r, using design bad of 27 NSF (50 NSF for Maar. Csntllasr)
A\- A.r � VJ
1. Aber aper do not Mrdt Itrgae d bra bM'L Add'maimed dYuw ban ep41d b arses baa bbarn
anrdlan b to abort spw fw bbl baa spare.
2. spry try he Ydalola+td.
Table 3.12-110 Allowable Edge Bwn Spam - Snip Section
For Seven or VIW Rooms
For 3 owwW wind gust at 110 MPH v&MW., using dnlgn bad of 20 018E (30 NSF for WrL CanOWmj
Abndnan eoa T4
Lead IMesa i'/ YwdtlbNon Lead -I Ilac i'/ Ver i l lien
W iso (L)II A 2 Opw4 31pn I 411pnaw" wM M)l1A2ft@nj 311pen 1 44=
s Spee 1 4"M
1. Abort aper de not Wide brgri d bra awe. Add leorlbatal dblara caep4b of Ones bdouiw baa0 been
oorrrsr_ bthe Wena"we ter bblMae Www
2. 8pe melt be YrYpOltbia
Table &12-120 Allowable Edge Boom Spans - Snap Sections
For Screen or Vinyl Rooms
For 3 seemed wind gust at 120 MPH vebctgr; using design bad of 23 NSF (43 NSF for MeaL Cantllewr)
f.
K:
n
y
Load IAeLIIosnWfIbend1n@Vw
Width PL) 1a2SMI
sapM
dsatolbn
48M &IRLWidth
Land Mace
P41a2%w
Win
$apes
never *on I
4Spon RIOL
Candirm
a
r --1r 0
44' b
r -C b
r -1r e
a
4,1- d
6-r b
4:17 b
r-0' d
a
rr d
Vr b
4'•1• b
7-114 d
a
3'41• d
1-• b
4r b
a-11• d
7
7r b
r-11' b
r -+S• b
7.10• d
7
r -r d
4•d• b
W r b
0'-11' d
B
3'a• b
rr b
3=r• b
r-10' e
a
rr d
4'4• b
r-11' b
r-17 d
a
r•1' b
res' b
rd• b
rr d
t
rr b
rr b
res' b
0-10' d
10
7-11• b
res- b
7-r b
r• r d
1s
res• b
7•r b
res- b
0-10• d
11
T-10' b
r 2' b
r4' b
r4• d
11
r -r b
rS• b
rd• b
r4' e
12
2'r b
rr b
r-tr b
r4• d
12
r•11' b
res' b
3-r b
r? d
12
TO b
r•+1' b
rr b
0-+0' d
12
4'r b
4'-11- b
4'-10• b
d
Laos Mir. Spen
Width III.)1 a 2 "wi
i' /
evenAlwL
S Bn
Y w delbdbn
4 Spen
Codlew
Lead Ma. B
Widthe ;_A 2 owl
Wiftendi
Spn
Y er ' ll " III
MOL
4 yre Candlaw
8
4*4r d
Fr d
sr b
1.1• d
a
Fr d
res' d
rd• d
IT d
e
4'a• d
1P•1• b
4'•11- b
V r d
a
4'r d
&10' d
8-10' b
Tr d
7
3.11- d
4•r b
4'-r b
r-11' d
7
4'4' d
F -r d
SW b
1-1• d
0
7-1r d
4'4' b
res• b
r-11• d
B
4•d' a
sa' b
s-1• b
1-0' d
a
74r d
4%r b
4•r b
r-11* d
B
4',T d
4-11* b
414' b
O.11* d
10
res b
3-11' b
r-10` b
7.17 a
Is
rte d
r4• b
4•a' b
9-11' d
11
rd• brr
b
res• b
W -111'd
11
7.10' d
res' b
4'd• b
011• d
12
Yrb
r r b
rr le
r-10' d
12
7r 0
I res• b
I 4',r b
U-11- d
12
1 rr d
1'4• d
1•r d
I 1'r d
Load fla.
WMlb (R) 1 A 2 Spea
i'!
S Spn
''wsdbeaeIn
41pn
Load him8peeWl
wlah P4 1 A 21pen
38pon
YordtlMedn Nn
4 Spar
B
F.r d
Fa' b
r-1- b
I 1.1' d
a
r r b
r4' b
r4• b
1.4^ . d
a
6,r b
Fr b
Pr b
1'r d
t
r -r b
rd• b
r-1• b
1.4• d
7
r4' b
Fd' b
F,4' b
1'-r d
7
0-1• b
rr b
r -r. b
r -r d
B
4•r b
r-11- b
4.10' b
y r d
/
sr b
rd• b
r r b
1'4• d
a
1.,7' b
4'r b
rr b
1.1• d
a
FW b
6-11' b
Fr b
1'r d
10
T-11' b
4'r b
rr b
1-1• d
10
P? b
Fr b
Fr b
1'r d
11
>•10' b
4'r h
4'•1' b
140' 0
/1
4-10' b
6r b
Fr b
1•d• s
1f
rr b
4•-1• le
r-11• b
r-11• e
u
4'r b
s,T b
F-0' b
1.4• d
1. Aber aper do not Mrdt Itrgae d bra bM'L Add'maimed dYuw ban ep41d b arses baa bbarn
anrdlan b to abort spw fw bbl baa spare.
2. spry try he Ydalola+td.
Table 3.12-110 Allowable Edge Bwn Spam - Snip Section
For Seven or VIW Rooms
For 3 owwW wind gust at 110 MPH v&MW., using dnlgn bad of 20 018E (30 NSF for WrL CanOWmj
Abndnan eoa T4
Lead IMesa i'/ YwdtlbNon Lead -I Ilac i'/ Ver i l lien
W iso (L)II A 2 Opw4 31pn I 411pnaw" wM M)l1A2ft@nj 311pen 1 44=
s Spee 1 4"M
1. Abort aper de not Wide brgri d bra awe. Add leorlbatal dblara caep4b of Ones bdouiw baa0 been
oorrrsr_ bthe Wena"we ter bblMae Www
2. 8pe melt be YrYpOltbia
Table &12-120 Allowable Edge Boom Spans - Snap Sections
For Screen or Vinyl Rooms
For 3 seemed wind gust at 120 MPH vebctgr; using design bad of 23 NSF (43 NSF for MeaL Cantllewr)
weata:
1. Abrra roam do not trait bgpr of bre baa Add IrabadY dbbrtoa fan uprlpd b oarwd baa Is beam
eenr I b2reboraspentforbblbtenspina,
2. Bpar msry b MrpsYasd.
Table &12-130 Allowable Edge Boom Spens - Snap Sections_
For Screan or Vinyl Room
For 3 second wind gust at 120 MPH valocW,, using design load of 27 NSF (50 NSF for Mac Condom,
AhindernmoatT41
Lead Ma. i' / Y or Ot/laeasa Load Ma. n / ver, dbNn
wtelb py t a! S Spn 4 acen wlah la) 1 a 2 S Spn 4 apn
3 spn 1 4 apn 1. ml ,
1. AboraaperadoelbredalergeedbwWoes. Add ba4asaldoom 0 n ~ tocudsrdbum 10be s
aaerrbl b fr aero aper forbad ben spna
2. Bprr nrY d YarpaYYd
f.
K:
n
y
Lead
Mac
i' /
Y or deflection V
Load
Iles
i' 1
no b' or deaindon
wlmbpt.) I a2spw
Saw
4 a
�
width IRI 1a2B
3apes
48W
andielm�
8
44r d
F-10' d
s -+C b
I r,T d
a
6A• d
r4r b
rd b
+d d
I
rr d
rr d
Fd• b
+'-1' d
a
6-11• d
r4• b
" b
1'a• d
7
4',4' d
r-1' b
4'-11' b
1'4• d
7
64' d
r4' b
r.Y b
+'d• d
I
4•r d
44' b
4'-r b
r-11' d
a
64r d
r-+• b
6-11' b
1'4' d
I
r -1a• d
r4• b
4'4• b
r-1+• d
a
s,7 b
9 -r -b-
s -r b
1'a- d
10
7r d
W -r b
4•-1• b
r-11• d
10
4-1a` b
F -r b
sa- b
1'.Y d
11
r -r d
res• b
r-11' b
r -1a d
11
44' b
1 s-?• b
s-0' b
r,Z tl
12
TO b
r•+1' b
rr b
0-+0' d
12
4'r b
4'-11- b
4'-10• b
d
Lead
Mac seen
i' / thindhaW
er drlbetden19
wdsdb pW 1&29W
38W
I 48W
a
r -N• d
F-111' d
s-11• d
+:+1• e
a
41r a
Fr tl
Fr d
1'-107 d
7
res d
res• d
rd• d
1•r d
I
r4- 0
1-11• d
s-1• d
1'4• d
e
7.11• d
1•r d
I r-11' d
+•r d
10rr
d
4r d
4r d
14• d
11
7r d
4'4r d
r -r dA
1'4• d
12
1 rr d
1'4• d
1•r d
I 1'r d
weata:
1. Abrra roam do not trait bgpr of bre baa Add IrabadY dbbrtoa fan uprlpd b oarwd baa Is beam
eenr I b2reboraspentforbblbtenspina,
2. Bpar msry b MrpsYasd.
Table &12-130 Allowable Edge Boom Spens - Snap Sections_
For Screan or Vinyl Room
For 3 second wind gust at 120 MPH valocW,, using design load of 27 NSF (50 NSF for Mac Condom,
AhindernmoatT41
Lead Ma. i' / Y or Ot/laeasa Load Ma. n / ver, dbNn
wtelb py t a! S Spn 4 acen wlah la) 1 a 2 S Spn 4 apn
3 spn 1 4 apn 1. ml ,
1. AboraaperadoelbredalergeedbwWoes. Add ba4asaldoom 0 n ~ tocudsrdbum 10be s
aaerrbl b fr aero aper forbad ben spna
2. Bprr nrY d YarpaYYd
J
Q
a0 D
� W
� 0
C) (Z9UZ
� )5500W
}}2WZF-J
ZOD00Q
>OOCOJW H
LU
U�U6
=O
Q O 1-- _j
Z N W
O
0: ZN
U) D
J '
Q
AP
51!H�Q3
OF 11
f.
K:
n
y
J
Q
a0 D
� W
� 0
C) (Z9UZ
� )5500W
}}2WZF-J
ZOD00Q
>OOCOJW H
LU
U�U6
=O
Q O 1-- _j
Z N W
O
0: ZN
U) D
J '
Q
AP
51!H�Q3
OF 11
Table 3.1.3.110 Allowable Beam Spans for Mlscollarioow Framing Beams for Swoon or Vinyl Rooms
For 3 eseored wind poet at 110 MPH vebdgr; wing design bed at 20 NSF
Aaenbum Aller $M Ta
Ilasowend
ablebadFWanw nea..
T LeedYYWM
r1' Tr sr r-r1'r r1' 1'r 1'4, I 1'r I Fr I 1'r I rr
Aeowabb Scmmo W / N w deseeues Y
r x r x o.ar Hdlar
+err d 1'r d r•It• er r -r di r -r dl r-11• a r -r d r -r a r.1• a R+• b r -1r b 1'-r b
rxrx@AwHdmw
1r -1/•d tr-r d 11'4r d W -W d to -T d 1a.T er r-++• d rd' d 1'S d 11-2• d r-11• b 1111 b
r x r x Lx4• x 0.100•
11-2• d lar d r-11• er r -r d 1',r di r -I V- e s:r d r-4• d r-1• er r-11• d rr d 1'-r e
rxrxLowxo.l0o•
13-trd IT& d 12-41 d 1140-d 11:r di 19-1re lar d +a-• a 117-r er r -IV d r -r d 1111 e
rxrxiewltelitr
IV-- d tar d 14.11 d IV IV d 1114• di 1r-10• a err d 1r-1• a 11'4r a ilrr a c11•J• d 117-11• e
2-17-XLD •:LI20•
1r -r d tr4• d Irr d lad d 1S -r di err d 1r -r d 13-r d IYr d 13-1' a 1r-IVd /r1' b
rxrxLOM•w/bmd
2241 217.11-d Jr.,,- +ra• a Ira• di Irr a 1r -r d Irr a 1r.T IS I5 --IW IS Isr d Isr e
r:rzLWrx§=r
2r•IVd 21-41' d tar d 1r -r d Ir -+re 1r -r d IT•r d Ir -I' d /s4• d 1r.T a bardMrr
rxrxLAr!•xo2W
2S.1. 0 211-r d 2rr d 2rr d tar d t1' -IV d +11-1• d +rr a 1r.T d 1r -Ira Ire dr:r:aarxo.3es•
xLur
2rr a 2rr d 23--• a 2r -T d 21.11 0 2ar a 111-111 d Irr 0 +r-111 IIIrr Irr dr
x IF x LOer: Deer
3+17• d 2rr d 2111I' a 2rr d 2sr 0 2r -+r a 2r -r 0 211-• 0 2rr a 2r -r a 21.0• d
Bamlo a.r4ldlro
toed Nadi
r -r1111 1111 1111 1111 1'r sr Fr I Wr ITr Fr I r7
Abwenb V t Y w ddbdbn Y
r:rxLarxo.n4•
211 -ere gra• 0 2sr a 24'11 d 2rr d 211 -3rd 2211 d 210• d 29 -Ind tar inane "r -rd
rxrx 0.072• x L224•
31'-r d 2rr d era d 2rr d 2x-11.0 28-1• d 2114• d 23- r d 2z -1I• a 2rr d 2I -I I• d 21•r d
rxrxLAlrxo.sW
irr III 31•r di 317-11 di 2rr In 2rr di 2r4r di W -IV di 2s -r d 24-r di 211-17e 2rd4• di 2r-IVd
r x /r x LOer: Lase•
irr di Sr -l' di SSJ• di irr d irr d 31•r di 394• a 2rr di 2n4r d 2r -1r di 2r4. di 2r4r d
oats:
1. M lo mormwded Md Lr oMi be owe uld on oy mbwloras bwMp bum Owl opens mac own 40'
2. Spans da bleed an 110 M.Px veld lose pis died bed fix One
3. Swig maraud Mom - , of award, b to ds or well oorndeOwl
4. Abse laver do not txade both of low bus. Add habad ' dbdwm sem updpld b award blew b barn eoereadlon b ow Above aper low bW
bown claw my bo MOrpolobd
Table 3.1.3-120 Allowable Boom Spans far Mleallansow Framing Borne for Screen or Vinyl Rooms
For 3 second wine gust at 120 MPH velocity wing design bad of 2.1 NSF
Ahonlows Alar es TA ...
Nouswwd
abler. seeatebq souses
T Lod NMN
r -r r -r r1' er 'rr r1' r1' I r -r Ie1' 1'rI r1' r -r
ALowebla Sam 7.11 Wer, Ilo - W
r x r x LOW Hallow
r r dl W-11- di r1' d 1'-r er I r-111 er I r -r a r4• er r-1• b 1' -Ir bi 1'-r bI
1'-r b
rxrx LOW Hollow
Ir4' d 11'-r a IT -W a lar a 1r -I• a 9r d 1'r a 1'-r er r-11• b r -r b 1'-1• b
rxrxLDM•xLI00•
I9d d Isr d rr d r-1• d 1'r a rr a 1'-r d r-11• d rr a r -r a r -r RJ• b
rarxOAlo•xLlOr•
Irl' a Ird d bard 114• d t1' -era lar d 117-r d r -t1' a 1'•r a 114• d ra1* 6
rxrxLNrxLl2r
Isr 0 1r -r d bard /1'-T a Irr a 1r -r d 11•-11•/ 1TT d Irl• d Ill-11•db 1174• b
rarxLO3rxLl2r
IT -r d 111-r d Isr a IF -1• a ver d 111-11•d Irr d 13--r d 1r--Ird /r1' bb Irr brxrxOOW
w/arM
21.1.0 2rr d Irr d +1'-r d Irr a t1'-II•e 3114• a +s-11*a Iso a 1sa• a 14.11 er:rxL.07rxL2W
r-1• b
21:ted tad d Irr a Irr d tr-W 1T4• d ted d Ir4• d trine tad da 14•-tedrxrxOAlrsLUC
13--r b
2r-1rd 2rr d 21'r d 20'r d Iran d Irr d Irr a Irard Irr d IS -Ire Irr drxrzLm
xLur
2r1rd 23-4• d 2rr a 21%r a 217ra Irr d Irra Innd Ir-I'a Ir -r d Ir-Ird1'
xIrxL NrxLlls•
2r1r d 211-r a 2rratara wr a 2nd a 2r -Ire 2114• a h a 2r -r d W-1' d
Lose YrkN
Double seB4ndbe r -r r -r r -r wr r -r r1' 1'r 1'r I 1'r I Fr 1'r r1'
. AMwablo 7.'/ YwddloeMnY
2*:rzLWrx0.324• 2rr d 2S-1rd 2rr d 2nd a 2rr d 2T-1rd 2+•,11 d 21711 d lir-Will Irr a Ira• a Irr d
rxrxLWrxLnC 3e• -r d 2rr d 29-Ird 2sara 24:1ra 2r-1rd 211,2• a 2:06 a 2+:1rd 2rr a 21Y-11- di 2rr e
r a r x Lest• x 0630/7 3r-1* a 1 317,4• a I 2r4r d I 2rd a i 2rr a I 2806 d I 2J4• a I 2rr d I 2r -T a I 214r d
1'xlrxe.0er:0630r• 3r -r d I irr 0 I 3r.r d I 3r -r a I 3rII.0 I 2r-IVd I W-1Vd I 2r -l' a I 2r4• a I Mr a I 2V-1- a I 2Sr e
Heb:
1. NIS lraranedd soft Arybwr ba oonwAed on any adarYmdo aalriq boon Ord opens more Mee 417
2. Spee w bed on 110 M.Px rad bee pts dood food for 0 1
3. Spon b msrad Mom aeon doorwcmn Is bustle orwas mxweOat
4. Abad spasdo not tWudebnplhdlowWoos Add bonimltddcomMomuplelda,ow6rdbarbbumoarwAenbtlwabsndporobfold
boom spas.
L Spens:nWhobrepdda0
Table 3.1.3.130 AllowableBeam Spans for Miscellaneous Framing Beams f1' Semon r Vlno Rooms
Fr 3 aeeorld wind plat at 130 MPH vsiodgr, using design lead of 27 NSF
AOwdn AMreOUTa
H.- NMT
abpbadhMuaneBares
Lood wha
r1' r -r r-rrr Cr ,r Fr I Fr 1'7 r1' I Fr I 1'r
AMaabb lam 7.• I bondine Y or a.Mallee Y
rxrx060M•Hollow
111• d &r di r•I• a rd di rr di r -r d r•IV b V -r b 114• b r -I• b 1r -IV b sr b
i xrxoon HeMw
Irr a IW -11•d Irr d r-11• di 1'-r di 1'-r a 1'.11• b rr b rJ• b r-11• b rr b r4' b
rxrxLbWxLIa•
117-1• d rr di r1' d rr a I r4• di 1'r d r -r a r -r a r4• d r -I• b rli• b rr b
r:rlLSWxLIOr
Irr d 114• di 11•-r d lad d 194• d I 11111 d 1'4r d 114• d 1'a• d r-111 b 1'4r b r -T b
r:r:emrxL12r
14.06 a 13••11rd Ir -1• d Irr d /7-1• dl Irr d Irr a IW -11'd lar b I9 -T b 11111 b 1'r b
r:7lxo.ue•xL12r
Irr a Irr di /r-II•d IC -T d Irr di Irr d lr•Ire Ird b 1I-II•b 1106 b II' -1• b Irrdd
rxrxLMr wilneet
217-r d 1r•1I•e Irr d Ir -T d Irr d Irr d Isr d IF -I' d Irr a /114• a /3-1rd I3drxrxLorrxL3sr
r-1• b
2nd d err d err d 3rd d 1Tr d Ird 0 tF-11'd 3rd d Is -1• d 14•r a 14.4' b t1'-1rrxrxO.OTrxoi2r
13--r b
2rr d 214' a 2011 a +1'r 0 Irr d Irr 0 Irr d /r -11•e Irr d 1111• b Isr b IrrrxrxLeerxL3M•
b 11'11 b
2rrd 211-ra 21'-Wa 217-1• d Ir4• d Ird a /11.1• a Ir -r a Ir•1• a Irr a /r4• d Ir -11
1' xIrxLOWxa=
2174• d 2r4r d 2114• IS 30•-r d 23d a 2r4r d 214• a 21'-r d 217-r d 2x-1* d Irr d /1',r d
NOW,
1. a b noon ne nded Md M wptrar be oarrl4 el an my ndralerds evening been Int pow mote Men 49
2. Sprr ora bed w 110 tLPx aid fod plea drd bad ler aambp4
3. Spon lo mdeend dam owner d oorrla - b lade or "a aarlAtlb►
4. Abad las dondlodudsbgMdWin lace. Add horteodddseance1nmappMbOeadrdWaco bbnonaarrellonbowabonspewlertoW
beam per.
S. spore my be YMwPoI I I
Table 3.1A-110 Allowable Spans for Ridge Beams wlih Self Mating Beams
For Screen Rooms or VbgM Rooms
Fr 3 second wind gust at 110 MPH velocity; using design bad of 20 NSF
ad9bbmeesecdons
r -r I
1111
T
1111
Aoewablo Seen
Laed oYIdM w � PuMb
1111 1111 Irr
1. / bormAMHl Y or dossetlan Y
Irr
Irr
r:r:o.eMxtier
1x11• b 1
911•
b I r -r bI
rd b I
r -r b
rd
b
Td le
r-1• b
rxrxOMrx0.10r
13--r b
Ir4•
b 11'11 b
I tar bi
19.1• b
F -r
b
9-11 b
rd b
rxrxeAsrxoa2r
ter b
144•
b Irr bI
err bi
11'r• b
11:11
b
117-7* b
19.11 b
rxrxoAwxL.12r
Irr b
1r -r
b 111-111 6 I 111111 bI
Irr b
11111
b 13111 b
1r1P b
rxr:o.OSrw/hwwt 23-r b
21'41•
b WIV b
311.11 bl
Irr b
1Qr
b IT -IV b
16-r 0
rxe•:OAT2•xL22C 211-111 b tsar b 3rd b
Ird b 111-111 ►
111-r
b
1st• 6
1411 b
r:r:0.o72•xL.22C
2rr b
2r -r
b 20•-11• b
irr bi
Irr b
Irr
b
I" b IF -11• b
rxe•xo1erx0.3lr
2r-1- b
2411
6 2rar b
21.11 b I
29.1• bi
19.2
b
1r.T b
11111 b
1' x 1r x Lear x 0
2r -r b 2rr
b 2r -r b
290"b
24.4• b
211-r 6 21-1 1' b 21•-1• b
Helie:
1. Gtrs Rooms: The eddl ion d eberarn Deme ralaowA Ware Ones pore Led dr eeegwe b 110 bLP.H. wit led
rood - Id Is ow slows ope06l dies boss ve M AOWVM so Ort eddtlanl Oamloe bred ngied.
2. Tebbe stanw exlslon clocked Min bner adnaloo anrndon pound to appose bad.
i Spoon" my be Yflrodda .
Table 3.1.4420 Allowable Spans for Ridge Beano with Self Noting Seams
Fork n Rooms r Vinyl Rooms
For 3 esaaed wind gat ot.120 MPH voloW. using design bad of 23 NSF
T LddNMNw-PwM
seamomeseems
Hobe:
1. Gbr RM Tbs mhOon dsbmYw m bong wbfdoe edit aloe pew Ort w dodWnd b 120 tlPx wind led
M**wTrereer
2.iHo
eouelon dMNbpreeiuY dhwWmpwaWIDappNodloe0.
3. Spar mey b. tnepo1 1
Table 3.1A-130 Allowable Spans for Ridge Beams with Sen Mating Beane
For Berson Roans r Vinyl Roane
For 3 second wind oust at 130 MPH voloelyn; using design food of 27 NSF
ser MMbO tedlsor
Hobe:
1. ells Koonce TAe addMn debenban Mens Irtfdows ash ends powA owl ser daslpwd b 130 MPH wit load
t ies:rle W aWmd�r �pe� sill ft rMPr�bopoddoono �lo d
L Bponr mry be'
Table 3.1.6 Allowable Upright Heights, Chair Rag Spans or Holder Spans
For Screen Rooms or Vinyl Rooms
Alvmbwn ADW IOU T4
Fr 3 second wind oust at 110 MPH vsblhr: uslno desion load of 11 NSF
secaoew
----T- 1'r
Allowable
1'r 1'r /1'r Irr
WIhondinolf w dsaadlon Y
Irr
rxrxLMxLIW
117-T b I 114• b 1'4r bI
111• bi r -r ` bi
r -r b I
11•/1• le I
r -r b
rxrx LOBO• x s.Ilr
Irr b I I I!• b Isr b
1'.11• b I rd le I
r-11• b
Wr b I
INr b
r x r x eOsr x al2r
Irr bi Ir4• b Ir4• b
111-r b I /r-111 b
1174• b
W -Ir bi
1'-r b
rxrxeOSrxal2r
Irr b 1 1641' b I7-11• b
IT -WT b
Irr b
W -l' b
Ir -r b
rxrx0.0Ww/awwl 21:11* b /rat• b Irr b•
b
Ird b
Irr b
Ir -r b
rxrxojwx0i2r
2+•11 b /1'-r b 1r -Ir b 9 b
I9r- b
Ir4• b
Isr b
rxrxLA7rxL.22r
2rr b 2106 b Irr br
b
1r4• b
Wr b l4' -I9 b
rxrxLoWxL3lr
484• b 211-1* b 2r4P b I9 b Ira1* brxlrxLaa•x
Heller
911 1'r b 1' b Tr b T4• le r-111 b 911 b 1'r b 5-11• b
rxrxoAW
Srr b 2rd b 2sr b
b
2nd b
2911 b
Irr b
Hobe:
1. Gbr RM Tbs mhOon dsbmYw m bong wbfdoe edit aloe pew Ort w dodWnd b 120 tlPx wind led
M**wTrereer
2.iHo
eouelon dMNbpreeiuY dhwWmpwaWIDappNodloe0.
3. Spar mey b. tnepo1 1
Table 3.1A-130 Allowable Spans for Ridge Beams with Sen Mating Beane
For Berson Roans r Vinyl Roane
For 3 second wind oust at 130 MPH voloelyn; using design food of 27 NSF
ser MMbO tedlsor
Hobe:
1. ells Koonce TAe addMn debenban Mens Irtfdows ash ends powA owl ser daslpwd b 130 MPH wit load
t ies:rle W aWmd�r �pe� sill ft rMPr�bopoddoono �lo d
L Bponr mry be'
Table 3.1.6 Allowable Upright Heights, Chair Rag Spans or Holder Spans
For Screen Rooms or Vinyl Rooms
Alvmbwn ADW IOU T4
Fr 3 second wind oust at 110 MPH vsblhr: uslno desion load of 11 NSF
secaoew
Tdbubry Lod NMM w PuMb
ra rr I 1.11 1 r1' 1 1'4* 11111 1111 r1' I Tr ITr
ABawaWa IloleM N / bendne N or dosodlan Y
r x r x &ow
Hsibus
9 le r b r -r b r -r b T4• b 1'-11• b a b sd• b1 0••11 bi V-11*
r x r x L.oas•
Hollow
_b
117J• b 1'4r b 11-11• bi e•1' bi r-111 b -r b J• b 1'-111 bI 1111 bi 1111 b
r x r x LGW
Hollow
/ 1'J• bi tad bi 9 b 1'J• b rr b W -W b T•11 b r -W bi Tr bi r -r b
r:rx0.0Tr
Hoban
/711 dI 12-r di 111- d NMI*b 1a -S le r-11tb-rd b 1'-r D1 r-111 bi rr b
rxrxLOW
Hollow
11111 b Irr bi IT -W bI 1911 b war b r -r b 11.11• b rd bI r4• bi r-1• b
rxrxoosr•
Hollow
3rd b IS --I- bi 14:1- bl I" bi Irr b Irr b 11.4r b 11111 bi lar bi I" b
rxrx LOW
B.M.B.
27r b 21' -IV b 2a -r b Irr b Irr b Ira• b Isr b Irr b 15r D 1x-11• b
rxrxoAw
8.41.9.
211-I• b 24•-T 6 2r -r b 2rr 6 2r -r b IW -r b Irr 6 Irr b Irr b Irr b
r x r xL.od4•
111'1 b lar b d b 9-11 b 1'r b 1'-T b r -II• le r -r b -4 le r-1' b
r x r x OM1'
Me
144• b 111-0• b Izr b I 1'r b 11';l b ta•T b 19,11 b rd D 1'r D rt• b
r a r a 6.013•
Irr b IFb 144 b tr-r 1 -11 b Irr b 11'-11 b Irr b 11'17' b
Fr 3 second wind gust
at 120 MPH n bad of 13 NSF
Mdlab
Iwsrns1111 r -r I ra,
AIWA" He N / Y w ddloalles Y
r x r x LAN•
lldlor
1'r b
1111 b W -W b Td le r-11 b 1111 b r -r b o=1• lo s -I1• bjbW4r
r x r x LASr
Heller
911 1'r b 1' b Tr b T4• le r-111 b 911 b 1'r b 5-11• b
rxrxoAW
Hollow
Irr b 1'r le r-11• b rd b 1'r b Tr b T4• b T-1• b 1r -IV rr b
r:r:oA?r
Hollow
121' d 11.11 b 1&-r b 17-11 le r -r b 11,11 b 1'r b rd b r-111 b
rxrxoAlr
Hollow
Ir -1V 11-11 b 111 tad 0 9.1+' r -- b d b r b
rxrxWar
Hollow
14:11' 13-7rb Ir•It•b /T-2' b Ir -r 6 Irr b Ir -r b Irr b r1' b
rxrxoOsr
21'11 b 217-1• b 1 b /T b IV -IV 1 b 1S4• b 14' t1' b
rxrxLNr
aAla.
2r•11•b 2r -r b tar b 19• b Ir -r b Irr b Ira1•n Ir b 1s -r b
rxrx
1114• r- b - 1• b 1'a• b T -It' 1' b r4 b 1' bb r br:r:Lar.
Irr b 3rd b /1'r D tar b 117-0• b b r4• b IMP bb 114• brxrx06ar
Ilrr /4••111b 4-011 b Ir -r b Ird Ir -111b 11� b Ill-n•bb Ia-r b
For 3 second wind gust at 130 MPH vel deal n load d 15 NSF
s.eren.
T led NMN w. P11rM
r1''• r-r1'r 11' r -r Isr 1'r rr I r -r I r1'
Allowable N I Ill or daMdlon Y
r:rxLsw•
HallowO2Wr
r b r -1I• b 1'-r b 1's b 5-11• b sd b rd b 1'r b S -I• b
r x r x LAsr
Hallow
11.11 b r -r r b 1'I V b 1'r b 906 b F-111 b sd b -r b
:r:
11 b le r-11• b rr b b 11.1 6 -r b s4• b B1• b
rxrxUrr
Heuer.
/1706 le r -t1' b Pr b 11.11' b rd b 1'-T le r-111 b rd b Td b
r x r:
low
11-11 b 11741 b rr b 1'J' b r -r le r -t o le r -r b
rxrxLOW
HNlrr
Ir -11' b Ira• b 1114• b lar b Irl' le r -Ir b 1'r le r-11 b war b
r x r x LOW
B.M.S.
Ird b Irr b Irr b lad b111 -Il* 1r -T b Irr b 1rJ• b irrIFxrxo
aALB.
tar b 1114' b 1911 b 1r -T bIrr b Isr b is b W -r b I4•-1•rxrX-LOW
11.11' b 114 b T -t1' b r1' r-1• b 1'r b rd b 911 le r-1•rxrx
/ b I 1-1 b 1'r b •1 le r b 114 b r•1*rx'r
Low
111-111 b 1311 b 1114.6 11-4r bi Ira• bi lar b taJ• b war
Robes:
1. Abors spens do not Include bng01 of blas boos. Add houfmrMd distance fnlm upright ID, 'a of blow to beset
Ioxle ... to 0s abode opens for IM beam spans.
2. Spero may be MtarpolaMd.
Ld
ayree
m
W
a) , K I
C
30 13)
lQ o.
J 0^ -..
1
OF 111
1 .Il
Table5.2.1.110 Allowable Edge Bean) Spam - Nollow Exfnulons
Glau / Partially Enclosed Rooms
For 5 second wind gust at 110 MPH vebely; using design bod of 50 NSF (SS NSF for Meir. Caltiiever)
AYAffi—n TA
1: Abaarpardondbr6d--MW 11bwbum Add hodrraddlMrwbrnWVttoordodbreea/Dbom
owrrGbn b 6r strain spar brtoW barn opar.
2 aper m q bo Ydrpdd I
Table 521-120 Allowable Edge Beam Spam - Hollow Embusions
Ohm / Partially Enclosed Rooms
For 5 second wind gust It 120 MPH vsbety; using design load 056 NSF (45 NSF for Mac Cantilever)
1. Abase spry dM rut Ylabrda brtflb fibra boon
l fpm
WordafMeOm In
44Mhim
Led Wr.
Who p1.) 1 a 2
VI
lapin
1Yrde6adlM10
4 apse
Condom
5
4W d
9r b
S P a
Lod 11aL 0
wk0m41a2ipm
V /
asp"
W or ddbdbn
4 a �s
Lad Ms
W'�1a2spM
V / nommfWaft
39W
W or drlbetlon
ASpM
a
7.10' d
Cr b
4'd b
1-1' d
I
r 1• d
r-10' b
4d b
T,T d
6
T -r d
r4r b
r•11• b
1*7 d
$
r -1e, d
C -r b
rr b
1'-1• e
7
T4• b
Tr• b
T -r b
9-1r d
7
r -r d
1-r b
r-ir a
re, d
0
T-1' b
Tr b
r`4' b
a -1r d
0
rs b
r-1(• b
re,' b
Ir -11' a
0
r•11• b
T,1• b
r,T b
0'-17 d
0
Tr b
r -r b
T -V b
7-11• d
10
r-17 b
7-1• b
r-0' b
a-17 0
10
S1' b
rS b
74' b
7-11' d
11
r4P b
7-11' b?
11• b
0'-17 d
11
7-11• b
rd- b
7,2' b
C-17 d
12
7-r b
7-17 p
74• b
0-17 d
12
7•C b
r•1• b
r4' b
7-17 d
rz
r -r D
7-1' b
r-11' b
V-17 0
12
r -r b
r-11• b
r-17 D
1'-2' d
Load Mat
WlhM)1a24-
V/
sepen
W or dM6aefen
44M 1 MOL
Load Me. s
W4'VW1a211pm
V / oftmnwdukM
lapse
V or dalbrdlon
411pm IBM
a
1'•C d
se,- b
s -I* b
I T -r d
a
4-17 d
SAP d
SIN• b
Tom• d
6
4'-1• d
4'-17 b
4d b
Ir d
6
4-r d
sr d
sr b
1•S d
7
r-17 d
Id b
4'4' b
T -r d
7
4J' d
s4' b
sr b
Ta' d
a
rr d
1;r b
4-1' b
T r d
6
4'-r d
4-11' b
4:17 b
1',r d
0
Tr b
r-11• b
—b
r-17 b
7-11• d
0
r-11• d
4%r b
4'4' b
1••1• a
10
Y -F b
FF
T r b
7.11• d
10
1 r-17 d
4-' b
4'W b
T-1' d
11
r -r b
r -r p 1
r4' b
0-11- d
11
I r-rI
4.T p
4'-1- b
T4' d
12
l-1' b
Tr b
74• p
0-1t• 0
12
rr d
4-1' b
7-11' b
T-0' d
12
Maas:
1 Tr d
rr 0
r-17 0
1-S d
Load Ms ft=
WId11P.) 1i2fpn
1-' I
afpm
V or dMsaellon
4spm
Lw bba a
WIMP4tale m
7.' /
lSpm
W or a.lbdbn
ARM
44 -
a
V -C b 1
6--11• b
9r b
I 1'4• d
a
r-17 b
r -r b
r4' b
1:11' d
6
r-17 bI
sol a
s.T bi
1'•S d
a
641' b
a'-11• a
1W b
117 d
7
1'r bI
SO b
4-17 b
I 1.4• d
7
64r b
9r b
sr b
T -r d
6
443` b I
44' b
4'-r b
1'.T d
I
B4' b
6'4' b
6'-17 b
/ 4r d
0
r-11' b
4'r b
44' b
143` d
0
s-0• a
s4• b
s4' IN
T -r a
10
rr b
441• b
4•-1' b
1',2• d
10
4-17 b
6'4• b
6',r b
Nr d
11
7-r b
1'4'D
1-11' b
1',r d
11
1'-r b
sr b
1:11' b
1 d d
12
Tr b
S 17 b
Tr b
1'-1' d
12
4$ b
1'•11' b
4'i'
1'4• d
1: Abaarpardondbr6d--MW 11bwbum Add hodrraddlMrwbrnWVttoordodbreea/Dbom
owrrGbn b 6r strain spar brtoW barn opar.
2 aper m q bo Ydrpdd I
Table 521-120 Allowable Edge Beam Spam - Hollow Embusions
Ohm / Partially Enclosed Rooms
For 5 second wind gust It 120 MPH vsbety; using design load 056 NSF (45 NSF for Mac Cantilever)
1. Abase spry dM rut Ylabrda brtflb fibra boon
l fpm
WordafMeOm In
44Mhim
Led Wr.
Who p1.) 1 a 2
VI
lapin
1Yrde6adlM10
4 apse
Condom
5
4W d
9r b
S P a
Lad We
laffpM
it
Sapm
VordMbdlmWl
4fprl
Lod Mas. Som
Wwhpl.)Cqnfllv�1a2
7.•/
lapse
Wordmlbdbn
40pM Cwderm
a
7-r d
r4r b
V-11' b
I T4' d
6
1-17 d
1'r b
4'r b
1'•1• d
0
rr b
Tr b
7-r b
I C-11' d
0
2-r d
CW b
1-11' b
1'4• d
7
211' b
Tr b
r4' ►
I 0--11 d
7
T•4' b
Tr b
T•7' b
0--11' d
I
r-17 b
r- b
r-1' b
I r-17 0
6
S-1• b
r4' b
7-P b
V•11- d
a
2r p
74• b
0-11' b
0-17 d
6
7-11' b
3r b
r,7' b
C-17 d
10
r -r b
r-17 b
r? b
V-17 d
19
r4' b
T-1• b
r-0• b
0N7 d
11
rr b
r -r b
I r4' b
0r d
11
rr b
r-11- b
r-17 b
d-17 d
12
r4• b
r -r p
rr b
04• d
12
r4r b
r-17 b
r4- b
0=17 d
rz
r -r D
7-1' b
r-11' b
V-17 0
12
r -r b
r-11• b
r-17 D
1'-2' d
Lad 11M
ta2apm
1L'/
34M
YordMaaaWl
44M
Lod Wes,
�1M1a2
i'/
3AM
YordMlar,M
40pm
a
d
4-11- b
1'•17 b
1,7- d
I
4'r d
6r d
6--r b
143` 0
6
d
4-r b
r4r b
1-1' d
6
4'1- d
6.T b
S 1' b
T,r d
7
d
hr b
4-1' b
1'r d
7
1'-1' d
4-17 b
4.6' b
14' d
d
1-11' p
r+r b
0.11- d
0
3..11• d
4•-r b
4W b
1-/' d
0
b
rr b
T -r a
D•11• a
s
rr 0
4r p
/',r b
1:1• a
411r4r
r -r b
Tr b
Tr b
6-11• d
10
Tr d
1-1• b
r-11• b
1V d
11
p
T4• b
rr b
C-11' d
11
rr b
r-11• b
ri' b
7.11' d
12
b
re,' a
T -r b
0-17 a
u
r-1' b
T4' b
r r b
7-11• d
12
Maas:
1 Tr d
rr 0
r-17 0
1-S d
Lad Man
b�1&Impm
i' /
asps
ver Oallarltes
4apMVwfi
Lad WW.
P4142
1•' I
saga
V or OallbalMrlpM
48pm
a
4'-17 bi
s•6' b
6.3` bi
1'40 di
6
64- b
R11• b
0i- b
1:17 d
.6
4-3` b I
4-11' b
4•-17 b 1
iL' d
6
64• b
IrW b
6,r b
1 r d
7
r-1• b
r r b
4'd b I
T Wr d
7
s-0- b
9.11• b
64• b
t'4• d
t
1-17 b
4-4• b
" b
11,r d
a
4'•11- b
6r b
64• b
T -r d
0
T4- b
34' b
r-11' b
1'4' d
6
4.6• b
17 b
s4• b
1.4• d
10
T•r b
r -r b
Tr b
1'-1• d
to
rr b
r-11• b
1'? b
tr d
INM
rr b
rr b
T -r b
T -t• d
11
r r b
4r b
4!' b
Ts
1!
r•,1' b
rr b
rr b
1-1' d
t2
rr b
4'r b
4'1' b
1'4• d
Add' deWlaa OINn lCr�llbardrr d boom b beam
mrrElWl b Or shore aprlM brtOW bmrrl aprm .
2. Bprr may a Hilpebbd.
Table 521-150 Allowable Edge, Seam Spam • Hollow Extrusions
Glass / ParUslly Enclosed Rooms
For 5 second wind gust at 150 MPH velocity; using design bad of 42 NSF (50 NSF for Mac Cordliever)
1. Abse apes dD nd Wmk dM biWIh d bra baoa. Add' dblrre bowl r4lbhr b Ordrr d boomb baml
oonledlon b" shore aper forks banl spry
2. Spry mq bo bdrpDYdDd
Table 5.2.2-110 Allowable Edge Bum Spans -SW Sections
Glaze / Pertsy Enclosed Rodeos
For 5 second wild gust at 110 MPH veloety; wing design load of 50 NSF (SS NSF for MoL Cantilever)
Ahmlree Alar 60es T4
Lad A1mL5ftmV1
Y11dU 1 i 2
l fpm
WordafMeOm In
44Mhim
Led Wr.
Who p1.) 1 a 2
VI
lapin
1Yrde6adlM10
4 apse
Condom
5
4W d
9r b
S P a
Load Mem
WWW W 1 a 2 spm
7.'/
f spar
Wor411
4 Span Cahim
Load IWL
Widal N') 1 A 2 span
7.'/
s span
7f'or, e6edlanIn
/Span
s
r4- b
r -r b
r -r a
I D•11* d
s
r -r d
4:r b
r-11' a
I 1-0• d
6
3'-1• b
rr b
rt b
0'•11• d
6
T4• b
rr b
r -r b
7-11• d
7
r-10• b
rr b
r•1• b
17•10' d
7
r-1• b
rs b
rte- e,
7-11• d
I
7r b
7-11- b
7.17 b
D'-10' d
0
r-11• b
T -r b
r-1• e,
7-17 d
a
r-rb
7r b
74r b
0r d
0
r-rb
r4• b
7.11• b
7-17 0
10
rot• b
rr b
7-r b
7? d
/o
7-r b
r41* b
74' b
7.17 d
11
1 r -r b
74r b
r -r b
04r d
11
rr b
r -r b
r -r b
74r d
12
r -r b
7r b
74' b
1rr d
12
74• b
r4• b
r -r b
04r d
tt
r -r D
7-1' b
r-11' b
V-17 0
12
r -r b
r-11• b
r-17 D
1'-2' d
Load WIN.
WkmP41a2spm
1•/
lspm
b'orddbellan
/spm MEL
Load Ma.
�'NConome,'11a2tpon
t'I
lspM
WordaMemon
4spn1103. Conamw
a
1=17 d
44' p
I IV• b
1-1' d
a
44' d
S -C b
6-r b
1'e,' d
6
34• d
4-1' b
E;11* b
1-0' d
6
C-1• d
4•-17b
4'd b
1'-r d
7
rr b
rr b
rr b
0P-11.0
7
r-11• a
C4' b
Ci• b
1:1• d
r -r b
rr b
rr b
7-11' d
0
r4• d
4'.1• b
C-1• b
1r d
0
r-11' D
r4• b
r -r a
D-11• d
I
r -r b
r-11• b
r-17 b
0-11• d
10
r-17 b
rr a
r-1' b
V-tr d
10
r4• b
34• b
r4r b
D-11• d
11
rr b
rr a
r-11' b
I D•17 d
11
7.7 b
r r b
rd b
7-11' d
12
7•r p
7-11' a
1 r -r e,
7-17 d
/2
r-1' b
a
rl• IN
C-11• d
12
Maas:
1 Tr d
rr 0
r-17 0
1-S d
Lad Man
b�1&Impm
W1
SAW
W ordd1ar41M
42pn AMU.Wdl1(L)1a2lpmn
Lod OWL
t• I
Sspm
W or doftcdm
4SpM r MRS.
I
Cr b
6r b
1-17 b
1 1W d
I
9r b
9r b
9r b
Ir .-d
6
4-1• b
4-r b
4'4r b
I 1••S d
a
9e,' b
W-11- b
Sr b
1'4r d
7
5-17 b
4r b
4-1• b
r r d
7
4-17 b
" b
s.Y b
1•-r d
6
r -r b
r -1r b
0-17 p
I T,r d
6
C -r b
6-1• b
4:11' b
Ta d
0
T4- b
34' b
r4' b1•
-r d
6
44• b
C-17 a
C4' b
rd d
10
T•r b
r -r b
r4• b
1'-1' d
10
1•-1' b
4'-r b
Cor b
1'd' d
11
rr b
rr b
r.3` b
I 1•r d
11
i r-11' b
4'4' a
C -r b
1'4• d
1!
r•,1' b
rr b
r r b
7-11' d
12
r4• b
4',r a
Cor p
IW d
1. Abse apes dD nd Wmk dM biWIh d bra baoa. Add' dblrre bowl r4lbhr b Ordrr d boomb baml
oonledlon b" shore aper forks banl spry
2. Spry mq bo bdrpDYdDd
Table 5.2.2-110 Allowable Edge Bum Spans -SW Sections
Glaze / Pertsy Enclosed Rodeos
For 5 second wild gust at 110 MPH veloety; wing design load of 50 NSF (SS NSF for MoL Cantilever)
Ahmlree Alar 60es T4
Lad A1mL5ftmV1
Y11dU 1 i 2
l fpm
WordafMeOm In
44Mhim
Led Wr.
Who p1.) 1 a 2
VI
lapin
1Yrde6adlM10
4 apse
Condom
5
4W d
9r b
S P a
1',r d
a
S 17 d
6r b
94r b
1-r d
6
4'-1' d
4'-17 b
r4' b
I 140 d
6
e,'4• d
6'-r b
6.11' b
1!' d
7
r-17 d
44r b
C4' b
1'-1' d
7
I-1• b
S4• b
s4' b
Ir d
0
Tr d
4,r b
4'4r b
1'r d
6
4'r b
SIN• b
6-r b
1'4r d
0
rr b
r-11• b
r4' b
7-11• d
0
1.4' b
64• b
4'-17 b
1-4• d
10
rot• b
rr b
r -r b
0-11' 0
10
44T b
r4• b
r -r b
r.1' a
11
T r b
r -r b
Tr b
0.11.0 1
11
1'•1' b4
-T p
4.r p
1'4' d
12
rr b
rr b
rr e,
0-11' a
12
7-11• b
44• b
4,r a
T,T d
1. Abse spry do nd brbda bug& d bum boon Add' Adrrom IINn 1pal b arWrd boom b baro
brerdM b ft mhbn spas for los beam spam
2. fpnM mry b. bdrpddaG
Table 522.120 AllomMo Edge Bum Spans - Snap Sections
Glass / Partially Enclosed Rooms
For 5 second wind gust st 120 MPH vebdy; wing design load of SS NSF (45 NSF for Mac Cantilever)
■•
M
Load
Mai.
V I OWN11m
V or dellee0en
Load
IAWL
V /
W or dMMelbn 10
l 1 a 2 spm
s Spm
1 spm
MOL Cm
wmpl PL) 1 a 2 spm
24M
4 apm
khoL
Candiew
a
4'-1• a I
4•-Ilr b
44' b I
l -r d
s
1V46' d
B-2• b
s-11' b
1r d
I
3'-10' d
4'$ b
" b
1'-1' d
0
s-0• b
s -r b
s -W b
T$ d
7
r r d
4•4- b
T-11' b
1'4r d
7
Cr b
9-r b
Br b
IW d
0
rr b
3* -17 b
r4' b
0'-1r d
0
WW b
Cllr b
4W b
1'4• d
I
r -f p
r -r b
TV b
7.11' d
0
4'-1' b
4•-r b
4'-r b
1'.Y d
10
Tr b
r4r b
Ta' b
0'•11.0
10
7-11' b
44' b
4',r b
1'S d
11
r-11' b
rs b
r,2• b
0••17 d
11
3.r a
4%r b
4.4r D
1',2' I
tt
r -r D
7-1' b
r-11' b
V-17 0
12
r -r b
r-11• b
r-17 D
1'-2' d
Lood
Ilan
V /
W orOaMeaen
Who if" 1a2 Spw4
lfpm
48pse
a
Tr b
94r d
s-1• d
1'-11• d
0
r-17 d
44• d
4:17 d
1-17 d
7
rr d
44' d
4'-r d
1'4' d
0
7r d
CW d
Cr d
t'r d
6
T4' d
W -r d
r -r d
1-T d
10
r -r d
f-11' d
r-1' d
Nr d
11
T -r d
s-17 d
T•11' d
Ir d
12
Maas:
1 Tr d
rr 0
r-17 0
1-S d
1. AMOW SPSr m nr ralroM 1019010 mole Ninos. AN namtrOl m WIND WNM ID orrr OF MO ID basil
oorrtJm b M shove spur br tobl baem apra
2. 8pw my M bMpaWd•
Table 5.2.2.150 Allowable Edge Ben Span - SW Sections
Gins / Partially Endued Rooms
For 5 second wind gust at 150 MPH velocity; using design load of 42 NSF (e,0 NSF for Mllx. Cantilever)
1. Ahoo spry do ntt M&A M WVM of bra boom. Add paboW dbWre ban rpr4M to a~ of Wom b barn
mrre6on b M above mprr br bWMI barn span
2. fPrrrrrlbo' I I I
Wr
asi
ORr:
C 6
m�4y
Lij
f
3�
d
J
5
Table 123.110 Allowable Bpm Spans for MlsaOanpus Frominp.BOnes for Glass I Partially Enclosed
For 3 second wind gust at 110 MPH vdody; wing design load of 30 NSF
Abaebwm
Alby@MT4
Mdored
abgb 58"0 p Bone
T LaedWlelh
rr r2- rr 2-r 1616 1616 1616 1616 1616
AllowshbillommVI Y«defectim?
Tr 1616 t2-
F x F x 535F Annow
2-4r d r3' d r -I W d Tr d r -r i -1r b rr b 2-s b ear b
2-r b s -r D ss b
rxrxomrlbbrr
-d
11'.1' d IW -r d IV -1• d 2-r d 2-.Y a a-11• b r -W b 16,16 b r-116 b
r -r b r.1• b r-1• b
r s 4• x Lo4r: LIM•
rr d 2-,r d 2-r d 1644' a rr d Tr d rr d Nr a Tr b
1r b rr b F -C b
rxrxLosrxo,iw
116.1• d IT -W d 1C-11rd Ira• d r-11• a r -r d r-+• d r-0• a rr b
2-i• b r-1• b r•1r b
rxrxLOSrKO.12r
w,r d 1744• d 12-4* d Ir -1• d Irr d iI%r a 116-1rd 1rs b tri• b
2-r b 164' b 2--I b
rxrxOAlrxal2r
IV-V d IV-- d u'2- d IT -V d I" d ITIrd 7T b 1I'r b 11-4• a barb Irr b Irr b
r:rzLWrwlbnon
Irr d Irl• d 17-4r d 1x4* d Irr d ISPs d 14•41•e 14••r d 11-r d Fir Irr d 173• d
rxrxLOrrx0224'
t1r-17•d t2--1rtl 1T-trd 116-1• d Ire d ISP -1160 1S•+' a /4-11•tl 14�' d
14'•1• b Ir -r a 116-2' b
r:raa"xime
21••11'0 216-r a Irr a Irr d Irr d 1rs d Ir -Ire I /2-l• d bare
1s.T ki u'r bl u'.T b
rarxsmFi L3or
22-16 di 21-r di 21644' di ire dl Irr di iri` di Irr di IN -11 -di tri' di
I
16.1' d Isr d I 1rs d
r:1rxLMrxL3Wr
2r44• d I 2s4r 0 I 2rs a 1 2744• a 1 21'4* a I 21W d I 2rr d I /r -Ire I
Irr d Ir -Ira I Irr e
Mab:
1. akrea woddMdtwwVbwrbeawobdonMymboslrnaabwft bean tri span macM416
2. spar m band on 110 M.P.H. wed led pleaded ked ler MAC
L splen Y nwaad eon caner d arreton b bah crud oavnab►
4. Aboesprsdonot Wide bMtholbsek=L Adddhambbdmmwceonbtraboaoparbbhe
boom span.
L spore may bo biapdebd.
Table 123-120 Allowable Beam Spam for Miscellaneous Framing Beams for Glop / Partially Enclosed
For 3 second wed gnat at 120 MPH vabdy; using design land of W NSF
AMYxee OONTi
Hotww rdland
some tdialdne MMae
Wldlh
r2- 1 r2- I 2-r W -F I FF r2- r2- 2-r 1 2-r rr I rr I rr
Atowabb W / -Wor W
r x r x LMr Hetor
rr di rr di r44• dl 2--11• b r -r b 2-s b 2--11• sl sr b ss bi s.T bi 2--1• a 4-11• e
r x r x LO r -"--- I
F-11' b 2-r b 2-r b
117-r di V-11' di r4* d 16.1• d r -r b r -r b Tr bi Tr b rrJISAr
r x r x 0AM• x 0.1M•
2-,r d r4* d 2-,r d r-116 d r -r d rs d r-11• a rr b 2-' b F-11* b 1616 b
r x r xoAM•xater
11 W d Irr a irr d a4* d 2-l• d 2-r a 2--r a 2-.T b r -1 a r-• b rr b
r x r x LOM' x a12r
Irl• d 12-4* a 11-11• d It'r d 1x•11• d ire b r-11• r -r b 2-,W a 2-r a 2-.T e
rxrx*MrxLI r
Irr d 1163• d Mr d Ir -11•a ire b Irr b 11•r b irr b Irr a 2--r b PAW D
rxr:amrw/snot
Irl' d ir3' d Irr d 1sr d is -1• d u• -r d u -i• d irr d Ira irr d Irl•116
r:rxomrxL2w
t2- d 11616 d it -i2- d +r-1• a 1S Sd 14:11• d irr d it-iV b 17V bIrr a izrrar:eei2'xLitr
rxrxLoyrxLne•
t2 --r d irr d irr d Irr d /r -ire 11644• d 1ss Isr b 14i1•e w -W b 134rrxr:omrxojw
rxrxo.0araL3W
21'r d 20-1• a I&V a 1rs d 1r --r d IWAI•d irr d is-1i•d Ive2' d 14.4* b 14W b
rxirx0aaraL38r
Wr d N•,r a 22-11.0 21•-11'0 21,2• d 2Wr d irr 0 irr d Irr 0 1163.0 Irr bi Mr b
Holm
1. bbnmimrddOwthe -1 bemrbdanryniedrrma0Mft hd #0q Mynd gm 416
L spearabwdonilDKPAuMldpeudedi dfWI
i Bean b monad can a2- I 0f =N Moon b ■erh crud menden.
4. Above W-ftnot bxatlebp ofWas Was, Add hNNOWdkWneOonxpdddboMaadbesbboMnmwatonbOnWoespwbbbd
beset span.
L aeras mW be''.parrs.
Table 32,3.130 Allowable Beem Sparc for Miscellaneous Framing Basms for Chea I Partially Enclosed
For 3 second wind gust at 130 MPH valeaft using design load of 42 NSF
Akmbn AtonyMeaTi
Hato. onelace
abgbaea4l.sngassn
wmrh
rr r2- 2-i' C.V 4%r 2-r 2-r 2-r I rr rr I r2- I rr
Aeswdb floon W I W or ' I ion *d
r x r x O.Mr Hstaw
r-116 d r44' a 16.11' bi 116 of r -r 1r bi 14r a ss b SP -1' bi rar b 4•r bi 2--T bi
rxr:aM ,-.N.
tr-1• d 2-4r 0 2-r di 2-r bi r-11• a r -r b rr a 2--11• a sr bi rs b" bi s-11• e
rx4'xLbWxalor
1616 d 2-,r d r•1r di r2- a r-1• b 2-i° b 2-s b r,2- a s•11• b sr a 2-4r bl s44• e
rar: sAlr x aIle•
ir•1r a I" a 2-r e Nr di r -IW b r44• b r-11• b r2- a r44• b r-1• a 2--116 b r -r e
rxrxOAM'aLur
/r4* d 11:11.0 11.44• di IV -IV bi irr 2-4r 2-s r-116 b 2-4r b C -r a r-11• a 1616 e
rxr:OAarx*32r
Mr a 116-r a 17-11- di Irr bi1116 a MAI- irr r-11' le r -r a 1r,2- le r-11• a 2--r e
rar:O.osrcolkiew
irr irr d 15---r d14'•11• 1x44' ir116 Irr 17r 174r tri• 116-116 11'16
r:rxomrxL2w
Fra IMF d IMF di /s4- a esus d u•-1• b IT -V b Ir -IW a 1r44' b 11:11• D 11'r b 11•-1• e
rxrxLoyrxLne•
Irr d Irr d Mr a ler di 16-1' b Isr I4 -T b t2--11• b 174- b 12-611 b irr bl 1r -1-e
rxrxo.0araL3W
20'44• d Ir -1 d irr a /r44• di /2-4r a Ira• 1111 -r a Isr a irr b 14%.rb Irr a I"b
r:l2-:lAarae3M•
Nr d 27.11' 0 21:116 0216-11• a 2W -I" d /2-r 1s.T a Irr b Irr b Irr a 15-11• e
NOW,
1. s b raOMITAn d Mei tin rasa' be oordilre an my Msoolrror We baso tint spew mon ton 4F
L Some en hoed on 110 M.P.H. Nd led plea ded bod brbombq.
L Open b mesaaee Dan mer doarr W b bale «cod mnledbt
4. Above Open do OWN bobeeMOO dlonelees. Add hNaaedd"MDam*OgMbM1Wdhow bbswmoarrdbnbMeaboveepeeDnbad
beam "WIL
L 8pon nay bs Dawpdsbd
Table 124-110 Allowable Spam for Ridge Beams with Saki Mating Beams
For Glees I Partially Endosed Rooms
For 3 second whit gust at 110 MPH velodgl; using design had of 30 NSF
Boa Mdlpsoleone
Fr
2-r
L""1
rr
AtaweMs Sam
iridin w • Pusan s
r2- r2- irr I tri'Irr
1-• I so b• or dMston W
Irr
rxrx DAM x 0.1sr
sear b
r -r b
r -r b
r -r
D 2-s a 2-i• b 2-a D
r r b
r x r x Or x x100•
11'-1' b
10-r b
164• a
r -r
b rs bi T -1r b r -r b
r -r e
rarxDMrxLl2r
1r-116 b
IlAr b 1a -IV b
1C•1•
b 1616 b 16.1• b 1616 b
2-.Y e
r x r x OAtr x o t2r
IW -W b
17,r b
12-3• b
11.16
b Irr bi I" b 2-4r b
rl' b
rxrxoAwvw, R
Irr b
Irr b
Irr b
Isr
b u'3' D /r -r b 1r-111 a
Irl• e
rxrxLDlrxe22r
Irr b Is -116 b
Irr b
irr
b ir-ir b Ir,2• a Ir -r b
Irr b
rxrxOATrxemr
2rr b
Irr b
Ir -1• b IF -11' b
ISPr b U'4* b Irr b
ISO b
r x r xaMrxOAlr
27-r bgra•
D
Irr b
Ir-O'b
Ir4* b /r4* b 11'•11' b
Irl• b
rxlrxaDOrx
2r -r b
All• b tri' b 1
21'-1•
b Ir -IV b I ir-iir bi ir-II, b
Irr b
Mabe
1. hiss Rmnc 11meddaw of dwrh do Deme wbdowe wM gM pence fret om desOW b 110 MPA wi d led
".1,h b to aeon upbnt seas legless to sbwq " eo Mr addled hw o k nd n eksd.
2. Table arum exhud n aMdd MM bag« abwlon Onwlon pM U b OXOnd ba&
i span oaf' bo e+biPolded
Table 3.2.4-120 Allowable Spam for Ridge Beams with Belt Mating Beams
For GMs I Partially Enclosed Rooms
Fors sassed wind gat at 120 MPH vebelgr, using design bad of N NSF
tele Mssng endear
Mebw
1. Obse Roo
W, iDM m The ddton d eexrdMan orae wbdowe wth gM pro tai a dsslgnsd b 110 MPx wed led
not mqwrst
2. Thwun�WOUd n slimed ooh 10W Maiab dbnnWon pMYd b qWW kbit
L apMn MW be Odapo, ,
Table 3.2.4.130 Allowable Spam for Ridge Beams with Saki Making Beams
For GMs I Partlely Enclosed Rooms
For 3 second wed gust at 130 MPH vdoW,, wing -alga lose of 42 NSF
aetMdbttedWn
1616
2-r
r2-
AOaweMeBodowl,
Led coedit w ■ wain
r2- ' irr . 11.16 1
" N «Mllsetlsn Y
Irr
rxrxOAMxILIW
r -r b Sit' b I
2-s b1I.T4r
s-1• b 2 --IW bi r -r of a
sr
b
FW
le r-1• b 4:11' b
rxr:OA50'sL10r
2-l• b
1616 b T•11• D
r-11'
le
r -r
b 1644• b
1616 b
r x r x LO5r x L12r'
Ir t2- b 2- t2- b
2-,r b
r i' d r•tr d -r a s44' d
2--1•
0
r2-
b r -r b
2--11' b
r x r x Lexi- a 0.120•
17-r b
11••16 b
Ira• b
rxMa0.05r' Hoom
2--1•
b
O r
a s r b
r -I 2- b
r2rxoAM'whot
Irr b
Irr b
Irr b 17 -Ir
Ir -I'
b
1rs
a W -Ir b
Irr e
rxr xU7rxL22P
Isr b
14�• b
1x44• b
a• b 4:116 D
11•r
b
11-1'
b 116--r b Irr b
rxrxOATr'xLnr
1T-1• b
ISM b
Irr b
rxrx LOW Snop
Ir4*
b
12-1•
b I1•r b
II'W b
rxr:asarxLsir
Irr b
it -1• b IStr b 19-11• b
1rs
b W -r b
116-1•rxirxLOWx
2rr a 2rr b
Irr b
ri- ri'
Irr
b 1S1r b
Irr b
1+'16 b
Mabw
1. oboe Raanr The ddllbn d abelexMl Olen wbdew eAM pis erne tet w dselgud b 110 MPH wed led
2n Tai;-* M
- to Mita akin I Ise vO MW Wuo dkrrbn tIMM b p NO bbeew d -
L sornnwbo- I , - -
Table 3.25 Allowable Upright HAIgW Chair Rall Spam or Header Spam
For Glass I Partially Enclosed Structures
Alundnms "" MN Ti
For 3 second wind gust at 110 MPH velochr. udno design bed of 25 NSF
sedorr
r2- rr
Cr
Atawobb
T Lead WMMw■PwWB
2-r rr rr Pr r2- I
N I Y «MaedM 116
rr
r2-
rxrxLOW Hetsr
r -r dl sr
ss bf
s-1• b 2 --IW bi r -r of a
+'•r a rar e
xrKDAr Hossw
1616 O r d 6-11• d
s -r a st' a s-0• arbrxrxoA4r
Hollow
2-a 1' d r -r a
16.4' d
r -r d s-116 b Nr a
-r a 4•-116 a
4'-16 b
r:rx0. stow
r -r d Ts d
r i' d r•tr d -r a s44' d
r d s-116 a
ss b
rxrxLNr Hollow
rs le r•Ir
T44•ra1•
J,4r-WW-r
b 2-r b 163' a
rb
Pr b
s4• e
rxMa0.05r' Hoom
1 16 r -IF
r44-
r-116 b 1644' b r•If b
44• b
T -r b 2- t2- D
rxrxLosr' KBEs.
Ise d Irr
116•
Irr b Ira• D Ir -r b
rr b 1rs b car b
rxrxLMr tA1.B.
Ira d Irr
I5'r b 14•r b 1+'r D 1744• b 1rl•
b 11:Ir b I1's b
rxrxLDM'
r -1r d r -r d
rs a
1616 d si' b si' b
a• b 4:116 D
4•s b
r x r x L046' Ones
16.4• a r -Ir D
r -r a
1616 a 2-s b 2-4F b 1616 iss
a
1616 b
SPO' b
rxrx LOW Snop
11•4r b /01-t2-
116-1' a
1616 D r-0' b RT b 163'
T -It' D
Tr b
2-s b
For 3 second wind
al 120 MPH w
using
design load of 30 NSF
sdWn
ri- ri'
1616
ARmOb
T LadWMMw■Pulba
Cr rr rr 2-r 1616
Height 11'1 benOns W or derodkn W
1616
1616
rxrx LAM' Hollow
2-r bi SPs b 4••11•
4416 b 4•s D 4.3• b NO D 31-116 bi
r -r D
rxrzLOW RS
K 1 di 0416 b
Pr
4' -Ir D 41- b 4'O'
rxrxLow Heaow
2-r d r -r d s-11•
s -r b s.T a s••1• bi 4' -Ir
44• bi
4's b
4-4 e
rxr:aolr Hegar
r44• d r-116 d
2-s d
2-s a rz a ear a sr
ss bi
sl•
rxrxL&w Hosow
r4* b r,2- b
r4r b
r -r b 16.11• b 64r a SPr
SP3' b
2-4r b 4 -Ir
r x r x LOtr Hollow
r t2- b r•1' b
r4r b
r -W D r -r b r -r D 16.11'
2-r b
2-s a
r -r b
rarxLosr I.M.N.
14:T b 1577
ire' D 114* b ITT b irr b 157
r4* b
1644' b
r4r b
rarxLMr LILL
Ira b 1x44' b
14'44'
Irr b 17-116b 17,16 b III
ITT 0 tr•IVb Ire b
r x r x L&w snap
1r d IrZ d 16-11' b
2--r b NY D Ss b 4••116
4'-r b
4a• p
rte' p
r x r x LDW Onsp
r4* b 16.1•
1616
r-1 • b si' e s b 2-,r
s-11• a
sr bi
sr e
rxr:aar snap
Ir4* b Fiv
2-s b Mir b Tr
r -r b 61-111 bi
2-4r e
For 3 second wind
at 130 MPH volodly
using
design bed of 35 NSF
*mum
2-r rr
r2-
Abombk
Led WMM w.
2-r 2-r 2-r rr rr I
WthwOMWerdsBeclionIr
rr I
rr
rxrxLDW Hetaw
F -r b 4'-11• b
W -r bi
+'l• a 4•4• le r-11• D 1
S -r bi
2-s a
2-4• D
r x r x LAor Know
2-4r bi 2-41 b 4'-11•
1616 b 2-s a 2-J' D +••r
r-11• bi
r -r a
2-4r D
r x r x LA4r Hdbw
v-2- 0 ear
54r b
s3' a 2--111 b 4d a W -W
4W a
4W a
4-r e
r x r x o.Olr Hallow
r-11' d r -r d
2-l' d
I.1• 0 16 t2- le r -r b 2-l'
s•1• a 4'-111 b
W4r b
r x r x LDer Hollow
T,2' le r --r b
16.2' b r•1r D sr D SPs b SPr b 4'-t2- a
4.4* b
C-4rr b
r arxLDW Hollow
r-11 a 2-4*
r-111 a
rs b •. b sr a 1616 a
16,16 a 16-11• a
si• e
rxr:LDW BALs.
Ire b 17s
111s D Ir --Ire 1163• r -r b 1644• b r -1T
OW e
r4• b
rxrKLOW B.M.B.
Is3• b 11,2•
173•
Irr b II%Ire 11'44• a 10 --Ire Irr b Irr b
r -r D
rxrx LOM' stop
-r d s -1r
sr a
s r a 4•-1r a r2- b 4'd•
r x r x LO4r Bw
-1 b r -r
r-11• b
-r b V -r le s-11• a sr a
sr e
2-
2-a• e
r:4•:0.0416
rare r-1• b
1616 le
r -i• b 1616 a 2-.T b 16.116 b
1616 a
1616 D
163• e
Mabe:
1. Above spore do ret b kW bipM of low bead Add- ddMwe ban ngbdto , I of bnae b boon oonrdon loft
, spoistvMW boonspon.
L sporenay bo berpoI
J
Q
N W
0
C� OVZ
W Z O J
ZOo0Q
WW -
Ir to Lv)
J�HQ040
�Fr_�
a°IX°1WW
Z�y�Ifo
UJ v -
UJ O
IX z
U
Table 3.3.1-110 Allowable Edge Beam Spans - Hollow ExbuWons Table 3.3.1-130 Allow" Edge Beam Spans -Hollow Exbu•lon•
Ohm I Enclosed Rooms Glees I Enclosed Rooms
For 3 second wind gust at 110 MPH veWW, using design bed of 23 NSF (36 NSF for Max. Contileveo For 3 eetxud wind gust at 120 MPH velour. using design lead of 32 NSF (60 NSF ler Max. Candlewr)
Ahmdnm Aaev SM T4 Afi a _ Aar anok r�
rxrx
e•tlT4
ion
rxrx004S'swElmwbn
rLra
Led
kWL
1'!
Lead Alec
�op4latapm
i• /
38m
Y w debcum
d"an
ww
V /
300
Y w deaadbn10
RIM
4spM Co towel
{
r r d
6.1' b
r -1a b
1:r aSW
•
msyylrl'
d
s4• b
1r e
•
7-11' a
4'•r b
4•d' a
1-0' es
•
r•P a
-0' b
4'-10• b
+:1• d
7
rr d
4'.i• b
4••1• b
IMP d4'
7
r4' b
-r b
4a b
1'" d
I
r -r d
7-11' b
r-17 b
a -1r ar4•
•
rte• p
b
4;r b
a-11' e
0
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rr b
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4:1• b
r-11• b
a-11• d
10
7,r b
7•r b
rr b
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is
7r b
711' b
Xr b
01-11'd
11
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7 -Wb
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a-10• a
11
r4• b
r4' b
r -T b
a•1C d
12
r -1r ►
r.Y b
rr b
a.10' a
/2
7,2' b
rr b
I rd' b
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12
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4-17 b
4'-17 W'l
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WW,hpolaaspen
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WW' N ",
4 a CMM,wiaaIN1a2•pa
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2•pen
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dapm
s
4'r 0
s-10' a
S -1o• bI
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s
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s -r a
sr a
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6r d
64• b
I Tr 0
I-
4-11' d
6,r d
6a• a
1•r d
7
4'.T d
B-+• b
r-11• b
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7
4'•r d
8-10• d
6'-11' b
1'.Y d
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44' d
7r b
4••r b
14' d
{
14' d
s -r 0
s4• b
T,T d
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4'-• b
a-11' d
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1'-1' a
10
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4',1' b
r/1' d
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4'-11• b
1:1• e
11
Xr 0
7.1• b
3:tr b
711- d
11
4••1- 0
4•-1? b
4.4• b
r4• e
12
res b
r-11• b
r4• b
a-11' d
1:
r-11• a
44' b
14' b
1-0• e
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1a!
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24M
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dopes RIM
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1a2
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4"M INUL
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r7' 01
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6
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Br a
7a• b
7r b
1'4- d
•
r-1• b
r-11• b
rr b
r-10' e
7
rr b
Br b
rr b
14' d
7
rr b
r4• b
r-1• b
1'r d
•
7610' b
6r b
B,r b
1'r d
•
r -r b
IMP b
7r b
1'r 0
•
4'-r b
6.1' b
4-11' b
+'.T e
•
s•17 b
7r b
res• b
1-r 0
10
4'4- b
4-10' b
4'r b
+'r a
/0
ar b
r7' b
9-11• b
1!' •d
11
4'-11 b
r r bi
74' bi
11-2' di
11
1 s.T b
r1o' b
sr b
1 1'r d
12
r-11• b
rr b
I 4'.T Di
r-1• a
I 1:
I sr b
I s r b I
sr b
I 1'r a
1. Above M e dW not eeeda Milli of Won' Ade habbetl dbbere Own xptdeb erNr d Meda b beam 1.Abore epos do net OrAree Irph dbre raDL Add' d bna b barn
2. 8pre ms7 be YdrPoY/Dd Or bid Deem eerr 2. 8pw on W b* Mor bbl beam bra
Table 3.3.1420 Allowable Edge Beam Speirs - Hollow Edruslons Table 3.32-110 Allowable Edge Beam Spans - Snap Sec0cma
Glean I Enclosed Rooms tabus / Endosed Rooms
Fuc 3 Second wind gust at 120 MPH vebd1r, wing design load of 27 NSF 143 NSF for Mus. Csntlleee) For 3 second wind gust at 110 MPH vebdtll; using design load of 23 NSF (3S NSF for Wes. Ca ntoved
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ion
rxrx004S'swElmwbn
rLra
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kWL
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t' /
38M
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48M
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38M
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d
4'a' b
4.r D
a•+V d
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7.11' 0
rr b
4r b
1'r d
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b
r -+r b
r•P a
s -+r e
•
r•P a
4.Y D
4'-r a
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7
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XT b
rr b
a-+0' a
7
r4' b
r -ft• D
r+0' p
a -+r e
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b
Xr D
res" b
a-ta' d
•
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r4' D
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a -+o• e
a
brrr
X-C b
+•ba4•
e
•
r.t• D
r4• b
r 1• b
a-10' d
10
b
Xr b
r-++• b
ar 0
10
7.11' b
res• b
Xr b
a-+7 d
11
D
r-11• D
r -r b
a4' d
11
r•+0' b
" D
res' b
ai' a•
12
b
rr b
rr b
ar d
12
r4• b
Xr b
r -1r b
a4• as
12
rr b
X•11' b
I 74F b
I r11" d
12
4'r b
4-17 b
4'-17 W'l
1',r d
Wid1I (1)1 a 2 awl
V 1
3 •pen
Y w ddledbtl
4 openRim
ca"UWAW
Led Mex.
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6
4'.1' a
S-1' b
4:11' b
+'-1' e
a
44• d
s-+0' d
64• d
1'.T d
{
r-11.0
44' b
4'4' b
1-0' e
•
4d 0
64' d
717 b
1',2' d
7
7r 0
44• b
4',r b
rtt' d
7
4•.T 0
rr b
sr b
1- - d
e
r -r 0
4:1- b
9-11- D
711• d
a
4'-1- d
4'-+C p
s-1• b
1-0• d
•
rr b
r -1o• D
r4• D
r1+• e
•
r•1+• d
4-r pffi-ll'1/
4r b
1-1' d
16
7S b
rr b
Xr b
a-17 d
10
Xr d
r4• b11
4r b
14• d
11
r-1• b
rr b
74• b
717 d
11
Xr d
r•1• b12
!4• b711•
d
Is
r-11• b
74• b
rr b
717 d
12
r4- b
7-11' b
3-17 b
a-11' d
Lad e1a<
1a!
t'/
24M
Ywddbeadn A,
dopes RIM
Led Mae
1a2
7-'/
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Ywde0w, Nn I
4"M INUL
CSFARIM
{
r7' 01
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rr b I
Led Alm ftes
tyMeb M4 1 a 2 span
ViftwonodIftsWerdelledlDn
S apes
4 open
Led bbl.
1101061 A 2
VI
S spa
Yerdea "
4 ap=him
a
s -r b
Sr b
r -r b
14' d
6
s -r b
rr b
r,7- b
1 r" d
a
4•r b
6a• b
rt' b
I Tr d
•
6r b
64r b
6r b
1'r d
7
4'4' b
4-11• b
7r b
1;r d
7
6•r b
res• b
er b
1-r d
•
4'-1' b
4-T b
4'r b
I 1r 0
I •
6d b
717 b
sr bMIC
1'r d
"•
r -1a' b
44• D
4,r b
1:1• e
e
4•-11• a
sr b
s4• b
1'r d
10
rr b
4%, b
r-11' b
1-1' a
1s
4'r b
" b
6'-+' b
1.4• d
11
• 7r b
3-17 b
rr b
14' d
11
4'r b
4-1 r b
4-17 b
14• d
12
74' b
rr b
2-r D
a -1r a
12
4.7 b
4•r D
4:r p
1. Above M e dW not eeeda Milli of Won' Ade habbetl dbbere Own xptdeb erNr d Meda b beam 1.Abore epos do net OrAree Irph dbre raDL Add' d bna b barn
2. 8pre ms7 be YdrPoY/Dd Or bid Deem eerr 2. 8pw on W b* Mor bbl beam bra
Table 3.3.1420 Allowable Edge Beam Speirs - Hollow Edruslons Table 3.32-110 Allowable Edge Beam Spans - Snap Sec0cma
Glean I Enclosed Rooms tabus / Endosed Rooms
Fuc 3 Second wind gust at 120 MPH vebd1r, wing design load of 27 NSF 143 NSF for Mus. Csntlleee) For 3 second wind gust at 110 MPH vebdtll; using design load of 23 NSF (3S NSF for Wes. Ca ntoved
"�_Ar— ser rA
1. AbomwmdondbdudebngOldbrebra AddhpbbaYddelaeldnDpgdbebNrdbteabbawn
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2, apeNmgbeWbpWWd.
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e•tlT4
ion
rxrx004S'swElmwbn
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kWL
1'!
Lod MN.
tai
1/
24"
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4span
cww�1aa
Lod Max.
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t'/
Saps
Ywdr6etlan
4tpmMEL
{
7.11• d
74r b
4'r b
I 1'r d
a
4',r d
6-1' b
4-11' b
1'•1• d
{
rr d
rr b
4'-1• b
I a-11. 0
•
r /1• d
44r b
4•r b
1.4' a
7
7r b
7.11• b
r-17 b
I W -W d
7
rr d
4-• b
4',r b
a-11• a
a
7a• b
rr b
X -r b
I a-17 d
a
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44' b
7.11• b
a-11' a
a
r-1• b
X-C b
74• b
0'-17 d
a
7r b
rr 'b
rr b
a-17 e
10
r-tr b
X.rb
7,2' b
a-17 d
10
rS b
r -r b
rr b
a-17 d
11
r-17 b
r,r b
7r b
ar d
11
7-r b
rsa
X4• b
a-17 d
12
rr b
rr b
7.11• b
1W
/2
7.11.0
Xr b
X,r b
a•17 d
12
rr b
X•11' b
I 74F b
I r11" d
12
4'r b
4-17 b
4'-17 W'l
1',r d
Lod Ms
wi0tlt(11.) 1a2
t/
34"
Ywdaaecdca Nn
44M
Led Mrc
(141hisism
'L'/
SeCKANWMem
YwdeMdlal
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a
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60 d
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1r d
a
sr d
res• d
64• d
1'r d
•
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4'-11• b
1:1• d
I
4'r d
r 17 d
717 b
1'r d
7
r-11' d
rr b
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1-0' d
7
4'r d
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I W d
a
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78 b
4'.T b
a-11• d
a
4'4• a
s.T b
s-1• b
1-1• a
e
rr d
r -r b
4•r b
a-11' e
0
4'-r d
4'41' b
4r b
1-1' d
16
rr b
5-11' b
7.17 b
a•11' d
10
X-11' d
4'r b
4r b
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11
rr b
rr b
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a•17 0
11
7.17 0
I 4r b
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d
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2: r b
7r b
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12
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4'r b
7,r b
a-11' d
Lad e1a<
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24M
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dopes RIM
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Ywde0w, Nn I
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r7' 01
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6
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0
r r b
r4• b
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7
4r b
Br b
s,T b
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7
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6r b
s -r b
1'r d
e
4r b
441' b
417 b
1r d
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a
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rr b
1-r d
6
I -r b
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e
77—b
6-11• b
64r b
1'r d
10
r-11• b
4.4' b
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1:1• a
10
6-1• b
6r b
64r b
1'r d
11
r-17 b
4J' D
4'•1• b
IW d
1/
r 17 b
sr b
sr b
1.4• d
12
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1:1• d
1:
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sr b
sr b
14• d
1. AbomwmdondbdudebngOldbrebra AddhpbbaYddelaeldnDpgdbebNrdbteabbawn
odnrA bMeboleapwsbrbWbeebapra
2, apeNmgbeWbpWWd.
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e•tlT4
ion
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1'!
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Lead
Mac
1.'I
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1 a 2
2"M
dew
C
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3 •pen
4 spa
CrMllarer
6
14' d
s-+7 d
s-+7 b
+',r e
6
s4• d
rr b
rr b
1-r d
•
4'r d
sr d
64• b
1',r d
6
r1r d
rr b
6r b
1•r d
7
4,7• 0
9-1• b
7.11• b
1'-1• d
7
sr d
Sr b
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a
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0
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sr b
rr b
1'4• e
10
rr d
4'•O' b
4:1' b
711' d
10
4:17 b
6r b
6a' b
IW d
11
r -r d
4-1- b
7-11• b
r1r d
11
4'r b
s,r b
64r b
1•4r d
12
rr b
X•11' b
I 74F b
I r11" d
12
4'r b
4-17 b
4'-17 W'l
1',r d
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Ya
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wW1'p41a28pan
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48pa
NNW'�1i2
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4aPM
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YwdeMdlon
6
r -r d
64r d
6
r-11• d
r 17 d
s-+1• a
rr d
•
44' d
r7- d
•
4r 0
6r d
rr d
1•-++• d
7
r-11' d
4••11. 0
64r 0
1'r 0
4-11' a
6r 0d1rd7
I
T.IV a
4'4- d
0
4r d
4'-11• d
rt• d
1'r d
0
TO d
r.r d
a
7.11• d
4'r a
4'-11' d
1'r 0
1/
X -r d
4'r d
10
Xr 0
4'r a
4•r d
1••r d
11
r4' d I
1'•0• d4'14
ll
r4• d
44• 0
4:r d
1 a• d
12
Meer:
X4• d
4'-r d
12
Mobs:
r4' d I
4'4• d
44' d
tprt
1. Aboveeprrd*n tbredeblfg1hcfk bin ► AddlnbrddWlonomNprWxbobdeKdbaabbowl
eemlec . b the above eprr for NOW bum spans,
2. Bpw may ba bdledere.
Table 3.32420 Allowable Edge Beam Spans - Snap Sections
Gleea I Enclosed Roane
For 3 second wind gust at 120 MPH wloelM using design lead of 27 NSF (43 NSF for Mex. Cantilew)
rxraaOM•....Eamabn
ion
rxrx004S'swElmwbn
L
Led
kWL
1'!
Y w ' 0eetlmV11
Load
Mac
V / Mandfthv
Y er deaeellon
Whist F4 1 a 2 span
Sam
4 span
duo 1 a 2 span
S span
48W
r•
candwM
6
r -r d
Sr d
s-• b
1'-r di
S
W r d
r-1• b
r1r b
1'4• d
/
4',r d
rt• b
4••11• b
1'61• e
6
6r d
64r b
6r b
14' d
7
X•11' d
Cr b
1•4r b
1'4r d
7
SW a
s-0' b
s-10• b
1w d
a
7-17 d
4'r b
1•.r b
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s
s4• b
s -r b
6'd' b
1'/•d
e
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4'•r b
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6
4.4' b
F.4' D
W-1*r b
r a
10
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r-11• b
SAr b
a-11• d
t6
4'4• b
s-0• b
4'-+? b
+•.r e
11
34- b
r4• b
1 r -r b
a-10' d11
Xrb
4.1 b
C r b
Cr D
r -r d
12
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r -r b
rS b
a-10• e
u
4:1•' b
4•-r b
4$ b
1•,Z' d
Led
Mr. SM
1• /
Y w deledbn
1W Snap
g e
wW1'p41a28pan
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48pa
a
Led
Mat. am
VI
YwdeMdlon
6
r -r d
64r d
rr d
1•41' e
S span
dam
coontoftLM
•
44' d
r7- d
64• d
1'-1? d
s3• d
64' d
1.47 d
7
r-11' d
4••11. 0
64r 0
1'r 0
4-11' a
6r 0d1rd7
I
T.IV a
4'4- d
4'-10• d
1'd d
4r 0
44• d•
0
TO d
r.r d
1•4r a
1-r d
4r d
4-T de
1/
X -r d
4'r d
44r a
+'r d
44- d
44' d10
11
r4' d I
1'•0• d4'14
/4' d
42' 0
4.T d11
12
Meer:
X4• d
4'-r d
4v dd
14' d
4-0' d
4-1• d12
1. Above mpwr dW nd bxAM nre•I d nos MNL Add IIMMetdr dMKM erll 19 --IDI - dbeee b Damm
eWlrlee•on b er ebole eprr br bbl scan ePenL
2 spry mq be Ydrpobbd.
Table 3.32-130 Movable Edge Beam Spans - Snap Secdona
Glees / Enclosed Roans _
For 3 eaestd wild gust at 130 MPH veloclW wing design lend of 32 NSF (60 NSF for Max.'Csn�
1. AbMm IPM a not NAM WW Of MIM WOOL A00 ndMMIW COMM sem WW b WINK OF ran b Dean
mnrtaon b Ir above spw* br bbl ban spry
2. Spare nay be bdrpWI - .
ion
L
_Y_Xrx9.)45,s"1p1dMW=
Y er 04lleeeen
Led
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VI
Ywdeo "'.pan
4 •penk%X
tea' 1if
3 span
4spal•
M
b
CAP b
1'•1• d
S
sr a
sr b
s4• b
Tr d
b
rr b
1'r d
•
64' b
rtt' b
6r b
1.4• e
' b
r -r b
711' d
7
r-11• b
6r b
64• b
1.4• d
b
X•11• b
711• a
•
4-r b
sr b
7•+r b
Tr a
0
rr b
I 7.10' b
7r
a-1+' d
•
44• b
4-17 b
rr b
+4r d
10
X -r b
r -r b
rr
a -1o• d
10
4-2' b
4-r b
4'r b
1',r11
r1• b
Xrb
r4• lb
717 d
11
r 11• b
4r b
rr b
r -r e
1!
r-11• b
rJ' b
r -r
a-10• d
12
rr b
I W -r b
4'-1•
r-LEM
1W Snap
g e
Led
Mat. am
VI
YwdeMdlon
Man a s speol
S span
dam
coontoftLM
6
T,r b
s3• d
64' d
1.47 d
"
•
3`11' 0
4-11' a
6r 0d1rd7
7r a
4r 0
44• d•
X T d
4r d
4-T de
Xr 0
44- d
44' d10
X4' d
42' 0
4.T d11
rJ' d
4-0' d
4-1• d12
Mer.:
7,r d
rtt• d
7.11• d
1. AbMm IPM a not NAM WW Of MIM WOOL A00 ndMMIW COMM sem WW b WINK OF ran b Dean
mnrtaon b Ir above spw* br bbl ban spry
2. Spare nay be bdrpWI - .
J
Q
� W
U 3U
(( Z
—.jNfnC9OLNLI
>-2WZHJ
ZOCppm
5oW:.
)
L) IXm O
�O8�VO
v
Q 2 U fur
Z
LU
O
fY _Z N
U
M
L4
L
J
Q
� W
U 3U
(( Z
—.jNfnC9OLNLI
>-2WZHJ
ZOCppm
5oW:.
)
L) IXm O
�O8�VO
v
Q 2 U fur
Z
LU
O
fY _Z N
U
M
L4
Tablo 1.!1110 Allowable Edge Pans Bum 8 "
• Hollow Extivsbns
For Screen Room ConvWW to Glee / Enclosed Room
For 3 Second wind gust at 110 MPH vskWW. using design load of 23 NSF (SB NSF for Mac Centllevar)
AbmWnm Aran Best Ta
rxrxCAW yd
1. Abse spar M nd boeb bfptlf d -w beer
CpAnadre
2rr I
11xrt0.0W IS rx2-xEdeft
rid•
Lead
Mr. sPont'
/ pwkft W or dsssetlon
Leed
rbc•
t' /
W or OsOsesen
wwa%P4 IA2&Pftj
aspen
1 4 Open
O.�•b.
Wldu (k)`1 a!
aspen
4 Spam
caniftm
6
1'r d
res• b
er b
1 11• d
e
W -W d
r-1• b
W-11' b
1'4r a
B
r-11' d
sr b
sr b
1 1'E d
S
FF -d
er b
r•1* b
77-d
T
41* d
BE b
B-1• b
I I-- e
T
si• d
e -0r b
6-11* b
IW d
a
4'4- b
4•-11• b
4'4r b
IW d
0
sr b
sr b
sr b
1'i' d
0
4•,r b
r4r b
4w b
1•-1. 0
o
1'4r b
s-' b
sr a
0
10
3-11• b
4'1* b
4.T b
r -r e
Is
1'r b
sr b
1* -11* bd
r-1' b
11
Vr b
4,r b
4-1• b
1'r 0
11
44• b
r•IV b
4'r b0
�1'-T
4-' b
Tb
Cr b
r-10' b
a-11' d
1!
4-1' b
4=r b
41* b0
14r e
rxrxOAN-b Firzadmano
t'/
Ywddbcmnv)
Lead
Less
Max
t'I
w ra.D.albn
Wkkbp1.) Ia2
aSpwr
WNW P41A2 Sp@4
aspen
1 44
1r d
t
e'1* b
O
r -r d
6-11* d
s-11• a
1 1:11• a
0
T 3-41• d
a
44- d
Br d
B r d
I Tr d
a 6 -Ir d
1'r d
r
401• d
9E O
ere
I 1W d
0 1'r d
4-r d
1'4r d
a
r1* d
4•-11• d
6-1• d
1••1* d
10 1' r d
CO d
4-1* d
5r d
0
3-41- d
1'4 d
4-11' d
1•-r a
11 r1* d
1'E d
44• d
14• d
1'4• d
10
Tr d
1'E d
1'r 0
IW d
1',r d
rS d
14• 0
H'
1'.r d
11
Wr d
1'r d
1'•r a
I I.4- d
12
wain:
I WS d
12
Noes:
Wr d
44• d
r4- d
I IW d
,
Add' mslsffae Dan ffptypt b ewftr d beam b bean
am 10 fbhebsrsparefrcoedbunpar.
I spererrbe- - , I
Table UA.120 Allowable Edge Beam Spans - Hollow Eldnnbns
For Sarson Room Converted to Glu I Enclosed Room
For 3 eesond wind gust d 120 MPH vabolly sebg dnlgn bed of 2f NSF (43 NSF for Max• Candbv"
AlMmewmAlmS T4
r:rx0MCw1 rop AftxW
CapAarbsO
2rr I
I-:r:0.04r IS r:r:
rid•
Lame
Lead Max
ti /
War daaselloll
Looe
Ma- Spam t• /
W or dM-a1am In
r�la2spes
aft"
1 40pen
CeMaL
WkSh(L)pn
aspen
4spes
ME
a r-11- d
9r b
9d b
I 1•i• d
S
sr d
e -r b
ei• b
1'$ d
I rr d
901• b
9-1• b
I 1',r d
S
si' a
s-11• b
6-t1* b
1-4- d
T r r b
r-tr b
r4r • b
I r -r d
T
W -W b
S r b
si• b
I4• d
0 1'•I' b
4d b
4'1* b
_FF -b
I' -I• a
S
4E b
61* b
sr b
1r e
0 r -Ir b
77-b
4-r b
77-d
S
r1* b
4 -II• b
r -r b
1r d
IO 34r b
r -l' b
3-11• b
a-11• a
If
1',r b
4.1* b
4'4r b
1-1* d
11r1* b
S 10• b
Tr b
a -I' a
1/
r-1' b
4-P b
4E b
I:' d
12 1'4• b
Tr b
r -r b
a•II• d
I:
I Fir b I
4'r b I
4-' b
I:I• a
rxrx0A4rb rxrxpdmkw
-11' d
/2
1'r b
01-11' b
Wr p
14r e
Leas Nle.
t'/
Ywddbcmnv)
Lead
Wiest P4 1& 2 spam
Sep-
4 spwam
Mea
Wkkbp1.) Ia2
aSpwr
B e--1' b
9r a
61* d
1r d
t
e'1* b
s 1'r d
B,1* 0
B4• d
1'4r d
0
T 3-41• d
r-11* a
_FF -d
T r d
a 6 -Ir d
1'r d
4' -Ir d
/r d
Nr d
0 1'r d
4-r d
1'4r d
Nr d
4-r d
1'E d
10 1' r d
CO d
4-1* d
5r d
4•i• d
44r d
I%W d
11 r1* d
1'E d
44• d
14• d
1'4• d
4'r 0
4•E 0
1-4• d
u 1'4' 0
N.eer
1',r d
rS d
14• 0
H'
1'.r d
4.1* 0
4-' d
1'i• e
1. Abonpusdomlbdrbbeltdbusbmos. AddbatrainlAalrrs/mmpdytbaaftrdteesblouse
oonfsbn b tin spore pus eOrNf W beam per .
I Spur may beYtrpobbd
Table 1.1.1-110 Allowable Edge Bum Spans - Hollow Extrusions
For Sawn Rooms Converted to Ohm I Enclosed Rooms
For 3 second wind gust at 110 MPH wlodir. using design bad of 32 NSF (60 NSF for Max. Cantilever)
AbmfNwm sOQ Ti
rxr:0AM•r1
CapAarbsO
2rr I
I1:rx0.NN- to rxrxExk"
rid•
Lame
ttr-
Win
b' or OsOsetlan Y)
Lead
Mac open t' /
WordeftecdooWl
mdN OL) t a t epe
a spam
4 open
��
wMtl� 111.28"
a Span
4 Spam
MEL
S
4r d
6E b
s-1• b
I 1'-r d
s
sS a
e1* b
e -+r b
+W e
S
1'4• b
4'-/r b
4-1r b
1•S d
a
r-11• b
sr b
6I• b
1V• d
T
r-11• b
4'4- b
4'4• b
1•-1• d
T
r -r b
9•1• b
W -W b
1'.Y d
0
Xr b
4S bMT-rb
IBE b I4' -t1* b
1 r e
s
4'E b
4-r b
4-r b
Tr d
1
1'E b
9-11• b
24'r b 27r b
a-11' d
0
41* b
4.1* b
4i' b
1',T e
+0
VW b
Sr ba
lrr b
-1' d
/o
r-101 b
4%T b
4-' b
1:'dr-rba-11'
d
/1
1'i' b
4:1' b
r-11• b
1-1•12
Yr b
r4- ba
-11' d
/2
1'r b
01-11' b
Wr p
14r e
rxrxL*wtD rxr:6daung
Lead
Mm span t'/ ONW01ne
Werdensetlam
Wkkbp1.) Ia2
aSpwr
43M
1 U•
t
e'1* b
6E d
Bi• d
1'4r d
0
r-11• d
4.1E d
64r 0
1•r d
7
Tr d
4W d
44r 0
Nr d
S
r -r d
4'r d
4-r d
1'E d
0
r1* d
4•i• d
44r d
I%W d
10
1'4• d
4'r 0
4•E 0
1-4• d
H'
1'.r d
4.1* 0
4-' d
1'i• e
12
wain:
I WS d
I r-11• d Ir
11• a
1'J' e
,
Table 1.1.4-130 Allowable Spans For Fouts Wall or Miscellaneous Framing Scans for Ohm Rooms / Enclosed
Far 3 second wind gust at 110 MPH veloft using design lead of 32 NSF
AMdfmm Anon Stip T4
Abse "M
TdD Lane -r I
4'1* 1'r r1* +err trr IM ler Iry larI
AnaaaWaspanv/a Wwd R -,MY
2rr I
a4•r I
rid•
1'x 4' x 0AM• x 0.+O'
1'S di r-1' bi r-1• b 6r bi 4'-11• b 4'2' bi 4'i• D 4'-1' b 1*.1 a bi
1'i' bi
rd b
1'-r b
r : r x OAar x 0.10'
161• d t r bi r -r b tr b rS b 6E bi 64' b s -r b
4.0' bi
4:r b
4W b
4-2- b
rxrxL0SVx0.12r
/1'-trd to -r b r4r b r-11* b r-1* b t -r b 1',r b s-tr b
S'r b
W -r b
Fr b 1*-1er
r x r x Lear x Liar
13r d 11.4- b 1* -t1* b 6101 b r-1• b r-1* b e-11' b e -r b
0'01• b s•11' b
ser b
e1*
r x r x LoSr W butt lei• d Ira• d 1'411• d 11'1 b lar b 1*.11• b ter- b 1r-1* b
1'i• b r-11• b
r -r b
r -r b
r x r x OA1r x LZW
ler d 14-r d 1r4r b 11W b lar b 1'r b 1'E b tr b
FT b
r r I
r! b
1* -1• b
rxrxaoa3t0.2W
tri• d ISA'b 161ab tri• b W -T b lar b tr b 1'r b
e1* b
V -C b
r•11• b
rr b
r x r x OAsr x 0.dar
11'E d 16T d is -r 0 1a:r b 1rS b trr b lar b 1014' b
t -r b
W -r b
1'-r
rS b
r IFxLOW x LSSSI
27 -Ir d 1P 11• d 11W di tri• b 14-11• b trr b 12-41' bi tr r b IlAr b to -11' b
lar b to -1- b
Doktb
Trb LoadWldlb
WWb
urr I ver I 2rr A
W / bendine Y or ds0 'l Y
scent
4 r r1* 1'r Iar trr /1'r 1rr 1rr 2rr 2rr
Alwebbspamt'/bets wddbWenY
err a w
rxrxas,.a L22C
21:1' a tr-W d ter d I9r 0 u -r d tr-r b /71* b trr b 11'4- b 1W-tr
tar te r-11• b
r:rx0.arx0.22N
25-1• d 2175 d /t4' d 1rr d 15-11'b 1rr b /r•1rb IT. b 174' b tti'
11.1' b to-1rb
rxrxuorxL3m
2f -T d 21r di /1'4r di 10-1• di 1r-1- di 1rr a /sr bi WC bi IT -r bi 12.41- 1rr 1141-b
rxlrx0002 xL3W
2F -IV di 26,r di 2r -lore 21W dl 10'-1' di /1r-1' di tri• di 1rr bi tri• bi lar bl
W-II'bI wi• b
web:
1. n b uoamfrb0 Oul e1* ofabrw a oonnfe-e am say nesoNtfeoft eenifp beau efd epnu stet 1w 401
2. Spens we basad on 130 M.P.M. wbd bed pis Ono bed ftv Cut fs.
A. Spin t mresad ban twawd oavfaellr b Inds crud oomrrAa►
4. AbwugpwmadM+dobrain dbrsbrum Add balmfWdMasCan iplytbirdrdbnosbbwnwnrdsnISft 1,respwfat bA
bun spar.
0. Spry nay M bxepe1-
1. -
1. Abon par do mt bxtuds M#WM of Mame bmoa Add babwnW dalrfae Nan McOt b oust-' d beam b bwn
aofafaellon
ban dere pus br1sW beam pus.
2. Spa may be btrpo--a
ToWs 3.3.4.110 Allowable SPans For Fourth Wd w MlscWhmoous Forming Bum fbr Glee Room I Enclosed Structrsu Table 3.3.6-110
For3 second wind gust nt 110 MPH veloeSy; usbg design bad of 23 NSF
Nendmam Ater Nen Ti
swab
T
rFrr
Allrm6b am
WWb
urr I ver I 2rr A
W / bendine Y or ds0 'l Y
2rr I alar
160•
r x 4• x 0.041- x o.IOV
1'.1• d r-+1• d r.T bi Wr bi 9.11• bi
Fr bi r-' b 4•-10• bi
4r ' -r te
4-4• b 4•,r
4'1* b
r x r xoAwxolor
'
N4' d a -Ir a t -I1• 1.11• b 1'4•
1'E b 1'4• lo s-tl• p
sr b
ser b s,1* b 4-++• b
x 7 xoAarxO.ur
1rE d 11-r d tri• b WE r4-
rtr te r4' b 1* -11• b
rr b
1'i• p 9-11•
sr b
r x r x oAar x 0.12r
161• d trr d II' r b tar b WE
r-11* b ri' b rr b
ri• b
rr b W -r b
rr b
rxrxL0Srw/bset
tri• d 16H•d 14-r d 13r d 17-r 0 11.1 b IW -11•b 1174• b
1'r b
v4• b 61+• b r -r b
rxrxU.2'xLnC
1rr d Ir4• d 14--Ird 174- b 1?E
114• b 117E b 117r b
t1* b
R1• b Wr
1'i' b
rxr:OArrxa22r
217E 0 Ir --11• d 1r.T d 14 1' b tr4'
17W b H!- b 117 -Ir b 1174' b S -IV b 1'E b
WE b
rxrx,AarxL3Mr
21r d /1'r d /r -Ire ISE di Ir -r bl 13'E b 1rr b 11-1'
174•
117E b Ia4'
r-1' b
rx1r:0.NOri
261 Al2r4• d ma• d /6101 di tr-r bl
I" bi 1SS bi 14-4• D IT r D1 17 -Ir b 17E bi
11.11* b
DOW&sisMreas Lame Wmtb
Sam r1* e1* r1* 1rr /r1* ver jryI trr I 2rr I 2rr I 0114' 2001'
Arawab- t' / bwM01g W a daltdlen Y
rxrxOATrxLZW 2rr d i17r d tri• tri• 0 tee' d ter a 14'•trd U•,1• b trr Ir -Ir Irr 114• b
r x r x Lwr x Lzw 261' d 2rr d tar a trr d tr-11• d 10'-1' d ver di Ise• 14•-r1 IS -11- bi tri• N 17r b
r x r x oAar x 01701 2rE di 27-11- di 21-4r di 201E di /1'E di 11r-1• a Irr di tr r di to -11• bi 1st bi 14•-r b 14.1 b
r110"x0A0r3937S dl 20-1. 0 261 di 2rr d 2r4• d 21•,r d 217E di /r1* d Iff-10"di 1rr di Ir -r bi 1S/ab
NOW
1 0,m M Dowd-, on oar nbsSrrat benfeg bum 20 par ern 1nr 4W 1. a-moalnwds0 to 1'o af91 be
Wang an cry mboolwmar OwnYp bean Ori pus mere lfsn 417
L spur an band an 110 MPJL wbd bed pee dead bed IN
L Spambmaendebmman of axr .. IDWON wrmlm-sasat
4. AbomopwderollrAdsbptl atkrobes. Add' a-wfWdD-ixsftmw tbor,srdbn iobnmmnrWOnODOM W eprrtrbed
bean spar
a Bpm may bs -+•per
Table 3.1A-120 Allowable Spans For Fouts WWI or MleaOanoous Framing Bum 1w aim Room / Enclosed Sbucwm
For 3 second Wbd gust at 120 MPH wbeity ua ft design Lead of 2, NBF
AhWd MM Aron S=T4
Sbsba
- T
r1* r1* r1* 1rr Irr
Acetate-
Lame Wldlb
w1* /e1* lira, lar 2rr
W1, nf 0 v ordeention v
x1* ria'
rx4'x0.W4-x0./01*
r1* r -r d r1* 6-11' b 1'E61*
41* b 41* b
res' b r1* b rlr b r1*
r x r x 0.060' x 0.I0r
lar 1'i• d r1* T4• b Wr 6-lr b 61* b
9E b 4-1 r te
4 r b 4r b
rxrxamx0.120•
Irr d 101-11• d r1* rr b rrr.T
r1* b 1'i' b
r1* b r_r b
1'E b W -r b
rxrxa00rxaur
/4•r IEE b Ierr Wr b r1*r-1'r-T
b r,r b
r1* b r1* b1'•r
b 611• b
rxrxsArrrb.en
Ira• 1s-I•a1rr a lrr d 1I'ra-l1*
Io:I• b r1* b
r1* b r -r b
res• r•II• b
rxrxLOWx0.234•
Irr d I6E d Ir-11*b Irr b 114'.err
b W -Ir b res' b
rr b 1'4' b
r1* b r1* b
rxrzLwrxLzw
1tr d 1611•d IEE b t'4- b 12'7111•
b lar tar b
r1* b 1* -1' bb
r:7':0.03rw/1neaR 21'-1' b 11r-1' b
r:r:OAarx&30r
20-1• d Ir -r d IF11•d Irr b IrrIrr b 77-1 b II -r b laE b r•II• b
r1* 1',Z b
r:Ir:cera-:
014 1' 0 2I;r a +1'i' a Irr b
u -I' b Irr b Irr b Irr b II:Ir b Irr /Io• b
OaubbssMa-S�g
T LamOW10tlu
seal'
r1*. r1* r1* lar trr w1* /e1* 1rr trr I 2rr I err 20a-
Atlowab-ape W/ W w d ttdlmr Y
rxrxNATrxo.2a4-
2rr a trr 0 1rr d +r1* d 1st 0 WI a is-1rb 1%1• b lrr bill' -Wb +14• b to -11•b
rxrx0.0rrxN,22Y
24� d 211' d tr-W d 1rE d Ir -11•e Ir -1• bi 1sE bil I4;r bi trr bi Ir -Ir b I" b 11 -Ire
r:rxLmrsL3w
20'4• d 2rr dl 2rr d Ir -r a /r4r d Ir,r d Irr 0 16--r b I44r b 14-1• b /31* bi 1r --1'b
rx/rxLM -SSW
ear di 2rr d 2r -r d 274- dl 214• di 2D-1- di IES di 41* a Irr b 16-11• Ir,r b Isr b
Nab:
I. r-uoamwbdevilh-arpYrabse re-a-enarynisbrarOmnYrObi-nMpsmsmlaf4a
2 Spm we breed on 120 M.PA vend bad per 00 bad trN-Nog
3. Open - nwm ted ewe owdw of wmwdbn b buds www mrfe 0
4. Aearperodsn tbtldsbfpedbwbne. Add balmteANrfsewnrfptbbtberdwdbn-sbbesmoolrrdbnsoft I rssporrorlaed
beam peer:
L spur maybe Nflrpol.bd
Allowable Span for Ridge Bum wNh Self Meting Beam
For Glass / Enclosed Room
Far 3 second wind gust at 110 MPH wbdgr• using design bed of 23 NSF
adrM.mga.db�.
sr
1'r
1'r
ANswebin
L,aed vrdnf w •'mon
1'r 1'r Bert
t• / W w Odtellam Y
lI•r
1rr
r x r x OA44 x e.10r
117ar b
FW b
r4r b
61• te r -r b
res• te r-11' bl
r -r b
r x r x LOSr x 0.100-
trr b
1 Td b
tai' b
1* -1' b r1* bI
1-1' b
1'4r bi
1',r b
rxrxLOSr'x0.12r
14•r b
tr4r b
tri• b
11-r b t1* -11- b
tai' b 1* -101 b
rr b
rxrxLDWxo.12r
1r4F b
191 b 1x411 b
1rE b 17-r b
11'1 b
1T -r b
+rr b
r:7':0.03rw/1neaR 21'-1' b 11r-1' b
1r4r b
1r4- b 114' b
164r b
14r b w,r b
rxrxLwrxtff
21d b
1rE b 1x11• b 161' b 161' b
Iso b
14'4• b
1rr b
r:rxLWrx4224'
2rr b
211 b
1rE b
IEE b tri• b
/014• b
IBE b I4' -t1* b
rxrxLSWxo.3/r
1 294• b
21* -1* b 214• b Ir -11* b IC1a b 1r -Ir b
1r -r b
lri' b
r a Ir x 0.ar x
201E bi
2rr bi
264r bi
24'r b 27r b
:11* b 2rr b
1r4r b
weer: .
1. Gtr Roonfc TM sdaa0n d abntman tams wbdeas urn om pwfes M ere OedOr - b 110 MPJL sed bad
mpuexwwa b M abn prat aloes bares 1 e ref -1 r Ort sd IS I ft h b not rowed
2. Table esus' exbusbn alrf-d wNf bgw wenrlaf dbrnbn pefs1 b OPPIRd bed
3.Oprr may beberpoI I
Table 3AA-120 Allowable Spans for Ringo Seams wllh SON Mating Boaro
For Glass Room / Endosed StrucWn s
For 3 seoasd wed gust d 120 MPH vsiocily using design bad of 2f NSF
rdI Msebg seellsns
r1*
r1* r1*
Aloweble
Lead wrap w • Puan
r1* r1* Irr 1+•r
del-edam Y
t• /WbI14r
Irr
rxr:0.0Mx0./01*
1'r b
r1* b T•11• b
r1* be1*
r4- bi
b e4• b
S1• b
rxs•x0.0S0':0.100"
11'E b
lar b rtr b
vE b1'E
N--' b
b 1* -Ir b
r1* b
r:r:oAert0./21*
trr b
114• b 11'1 b
lar brr
12r b
b 1'.1' b
tE b
rxrx0.00rx0.12r
I" b 17 -Ir b 1?tr b
trr b117r
t4'
b 117E b 0'11 b
rzrx0.0arrlbmd 2a,r b
tr4- b tr-1• b 19-11• bw-T
1r4r b
b trr b
1rr b
rxrx0.0r1:a12r
1rr b Ir -11• b 1e -r b
Iso bIr-11*
b I" b
1rr b
r:rteAsrxeJnr
2t'r b
/err b 1'•11• b 16tr ptrr
b 144• b
171 brxrxa00rx0.a/r
b /1-l1* b
'g
tri• b
211' b 1rr b
trr bter
16r b
b 19r b
+9-1- b
rx1rx0.002 :
26.1• b
29-r b 2rr b 2Ti' b 2?•11• b +r+1* b 1x•11• b
11* -1• b
Nabs:
1. Gtr Rams: TM tldSnn d abNrxn low stffaow serf pus pare K w dsaard b 120 MPJ+. wbd bad
m � ssom a afrlm aW+-d rllA testa tdmalaf bnafabf prdN b y �S, not b
Y0 beG
2T
3. Sprr may los bbxpoWr0. � ,� r
Table 3..6.130 Allowable Spans for Ridge Boons wkh Sots Mating IN
For Goss Room I Enclosed Struc u se
Far 3 second wind punt at 130 MPH vabeny; using design load of 32 NSF
0dr Mdbg a.erams.
err
r1*
AroaeMe
Ls.d wwnf w- PMd-
r1* r1* r1* ver
'L'/ Wer, ilta" T
n �-
1rr
r x 4' x LD" x 0.lNr
Wr b
r-11' b
r4- bi
1r•1r b
rr bi
r-1• lo I s -ter te I r -r b
rxrx0.03rxLIW
lar b
1'r b
N--' b
r1* te
r-11* b
r -r b
TE
b e-11- b
rxrxOAsrx0.lar
12r b
111• b
IOW b
W-11* b
t.T b
tr b
t4'
te r-11* b
rzrz0.03rx0.8r
/r-1' b
1r4r b
111 b
11-0' b
/1'r te
r -Ir bl.
1'r
b r1* b
rarx0.03rw/bewt
11* -r b 10-11* b
19r b
w.V b lrlr b
13:1 b
1rr
b /1-l1* b
'g
r:rxaolrxomr
lrr b
1st b
16r b
+401• b
141E
/r1* b
trr b
I7S b 11.1• b
rxrxaNrrxOdat-
irsirz*ArxLSUI291
Ira b Ir -/a b
ver b
!r4- b
If 7.b /r-11* b
Ir,r
b b
rxrxa00rx0.3tr
254- b
W -r b
lF-r b 1611' b is -11* b
/B,Y b
/4'r
b Itrier b
b
2rr b
21 1' b 2x4- b
lrr b
Ira• b
1rr
b /1'r b
New
1. Gtr Roans TM aodllts d aexNxxn swam aedbxs Idrf otos pus t w dlev" b 130 M.P.H. wind bad
lapfawfwts b"Man kvrw sins Mawr M sbrfp0f r and addu" eteNp b Ind lagfaad
2 Tebbe astsam u dm odwesd YM bngwartlrbn dbwrbn puaMl b apprd bed
I Bprr mer b. Netpolsb0
D
co
� W
D
C9 C9 VZ
r2WZOJ
ZOD--
>0W°w�
D'5z
_U Z
DUD=0
IYDD�UV
Q Q W
Z g�
N
O
� ZN
U g
1'n D
i
AR
03
9
OF 11
J �
Table 3.3.6 Allowable Upright Holghts, Chair Rag Spans or Headir Spans
For Glens Roans / Endopd Struelmas
Ahsnhnxe Ahoy 60p Ti
For 3 sesortd wind oust
at 110 MPH
, using
n load of 10 NSF
D
!n
to W
O
s«+ren.
2-4r-rr
T load wblM w � Pulb so.a
a4- er e4• sr rr er i
Albeabb 7e'/beedpb•ordeaeelb v
rr I
rr
xrxO.011' Hollow
W -1V d r
rr d e-+1• dl Br bi " b -r bf 6-0• b
4'-+(• bl
4-• b
rxrxo.osr Hollow
Nr a r-10• a
r --r d
64• d r•1' d 6-11• d rr b rfi F
-r b
r-1• b
rxr: ......
r4r d d d
Tr d
rr di rr d r-• d d s•11• d
Sr bi
S -r b
rxr:aaraHalew
er d r -r d MF -d'
TT di rd' d Rt• d 6:11• d rr d
r -r d
sr d
r: r x saes• Haler
r -r d W.I. d
•r b
64' bi rr b r.4• b rr b rr
er b
r3• b
rxrxbeer Haler
1rr O IF
11-0• b +aj• r-+7 b rr a 9-11'b rr
eJ' b
r b
rxrxaosr axs
1rr d 1e7 a W7 d1sr a ur b 13!-r b tr-0• a +rr
+r -r b +rr e
r x r x aoSO• a.H.B.
2a -r a tr-r d 1 J• d +rr a +er b +sr b is -r a +rr
tr-+r b +rr b
r x r x am4• a
rr d r-4• d r-11• d
rr a ra• O e d E -r d 5-41'd
sr b
sa• b
r x r x noes•
1r.4• di r -toy d
e
r -r di rr b rte• a r -+r a rr
r-• b
nr b
r x r x 0.a6•
17•1• d 17 -Cd 11'-11' d 11.3• +are la r b Nr b C
6:11' b
rr b
Far 3 seonnd wind gust
at 120 MPH velooft
Ming
design bad d 22 NSF
aetllelr
ro- rr
4•r
ADorabb
T tnedwWMw-Halle
4 r ar i sr i rr rr I
Nr WoraIII elbnV
rr I
rr
rx x
r d •1 0
rr rr b 4-11' b 4'r b 4
4•I
e
r x r x aasr Hollow
r d e' e
r r d
-11' d rr b �' b S -r a 4••11'
4�r'
b
r x r x amr Haler
r3• a e -to• a
e -r a
rr r•1• a s-+1• b rr a sr le
s
rxrxo aO• Holler
a-1• 0 r d
rr a
r:1• a e-+7 a sr a rr d e.T d
e-1•
rxrxa.Nr Haler
r•11' e r
r b
-• r-11• b rr b r•4• b e-1• b 5-11•
rx4•xLOSr tbller
11 d b lar
a-11• b
rr r-+1• a rr le r -r b r•1a' b
rr
r x r x s ar sit
1rr d 1s3• a 14 r
+r -r b 1r-++• b tr{• a n r b ++u• a +a-11•
r:rxsoba• sYa
+e-+7 a 1r-+7
trr
+sr b +4:11• 14'3' b +sr b +r-+•
1rr
rxrxOae4'
rr d r -to• d
rr d
r3• d b t' a s -1r le r -r b sr
s,2•
r:rzLOer
rr 0 rr a r-1
ed' b r -Ir b rr b r -r b 6-11• b sr
xPxO.oes•
1r3• d 11
1
tar b rr b ,r b rr b rr
r
For 3 second wind gust
at 130 MPH velocity,
using
deftn bad of 26 NSF
seen
ra- rr
rr
Aaewwb
land rneM w ■ Imfb
er rr I sr I rr
x/ Yaden.abnwe
rr
rr
rxrx Haaor
r-1• a r b
s le
4rr
s-+• b 4•-tr b 4:r a 4•r b •S
14• a r•11• b
r: r x Lnr Habw
rr d r r• d
-1 - di
IFF b r3' b sr b 4:10• b 4•r b 4•r b
4•I b
rxrx0aer H-0
-1 d e -r
IVW di
e•1• d r -1r b rr b ar b 64• b 4:11• b
W4r b
r: r x aero• Haler
rr d rr d
F.I. 0 r•10• d e• d ro• d r -r d rr a s-+6' a
s• b
rxr:sots• lbller
F a r-10• b
4• b e-11• a er b s3• b S-++• b sr a
sr a
r3 b
rxrxLOW Nsaow
+ r b r-11 b
ro• b rale` a e3• b rai• T b T.4•
r -r b r•10'
rxrxamr sAta
1Sr d +4•4r b trr b trr b 1211 b 11:r b tr-1• lar
m3• b r-11• e
rxrxe.OU sxs.i
trr of 16:r b tsr
+44r b _W7_6IT-4- b +21r 17-C b 1r-10' a +td• b
xr:AOee•
r-+1• e
d
rr di sr sr b s s-1• b
4:10• b
44r e
r x r x ams• 11mv,
I ra• a r-+6' b
er b
rr III rr bi rr bi ere rr b
Fr a
rr b
x 4• x bbtr
11' +a-10'
to -1 b
rr r r -r a r.Y a T-1+
rr b
r r
Haac
I 1. donbbu
.bore epem ler bbl bion eprfo.
Z Bprr meY M MrPoYYO.
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to W
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Vl (V
9 Z
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/
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6:Vh'
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R
OF 11
General Notes and Specifications: r ..
1. The following atladrmwft are designed b be maniac to bock and wood Oeme Minxes of
adequate Oucfurel cepedly. The conbador I hams owner shall vadfy that the host shudme Is In
good condition and of sul5dsnt strength to hold the proposed addition.
2. O two Is a question about the host structure, e, t e owner (at his own wgenss) shall hire an
ordrMel, srokwer. ora certified home Inspection company to verify host stnrebrre empedy.
3 Rol farmed mol pends(pans) are designed for unflorm loads and can not be walked on - I
plywood le kW soca the rbs. Pans have been bated and perform better inwind upliftloads then
dead load + Ove keds. Spans for pant are based an deflection of LI80 for high wind inns aItim
4. Composite panels con be loaded es walk on or un form loads and have, when tested pertomrd
wall In eller test The composite panel tables are lased on banding properties determlord at a
dslledlon Imit of L/180.
5. The following rules appy to Wadnmsds Invol tug mobile and manubdu ed hones:
o. Structures to be placed adincord to a moble / nrrwfachned home bull prior to 1994 shd use
'brth wall conOudbn' or WW proNds Ilad plant of the moble / nrnubcbmW home
along wlh oddhbn pier for stie sped8e review and seal by t e engkeov Thle apples b al
lawn / glass roam, and / or other structures b be ~ad.
b. For mobile / manufactured hones bull alter 1994, strucbxes may be attached provided the
project follows the plan for atladxntat of this manual. The eantraetor / horns owner shall
provide wthoo0on of Or olmolu d system used to build the host strudurs.
B. The shepas and cgndbes of pant and campanile panda ere tron'lndwby SMndwd' shapes.
except for mmwfaduers proprlemry ahapes. Unless the nr wfacturer of the product Is brown,
use to'Indwby Standard' Tables for alowable spam
7. When caner" a lessen room b a plan room or a cerport to a goraM the roof must be
dreimd end reI A co d for this andoasd building nqukenenis.
8. When using TD( screws In lou of S.M.S. longer screws must be used b cempersets for drill
heed
9. For high velocity hmrlerns sones the nanlomxn On lead / applied had shel be 30 PSF.
10. Inlabr wak A 0001W of axnpodls lands may neve 17 deet rock added by ensuing the
.het rock w/ 1' Bre thread dmf rock screws at 18' O.C. each way.
11. Al feeds gutter end caps shall have water relief ports.
12. Spam may be k4orpolated between vakas but not axbap I - outdds venues.
13. Design Check Ud end Inspection Guides for SoN Roof Pend Systems are kwkx d in bpsdlon
g ldoefor sections 2.3.4 A S. the salon 2 Inspection guide for ootid rod in Section 1. .
Section 7 Design Statement:
The roof system desIg for section 7 os Main Wind Face Reslating Systems and Componais and
Gadding. In oanfonnanon with the 2001 Florida BulWV Cods such systems must be designed using
loads for comporente a deciding. Thus, Seddon 7 uses uevael dHferent cetepales of thea beds se
deeabsd babes. AN pressures shown In the table below are In PSF (0/SF).
1. Freoelandlrq Struchuss with Morno sloped Rook with a mbinwn live bad of 10 PSF. The
design wind bads used ere from ASCE 748 Sedion 8.8. Ans"oel Procedure. The beds earns a
mean roof height of lees than 30', m d slope of 0' to 10';1- 0.77.
2. AMaded Covers nrdh as, F, 1, pefb cevw% gabled rarI - end saes. roans with e
n** um In lord d 10 PSF. The deep wind bads used ere fears ASCE 749 Section B.S. Analyllcd
Procedure. Roof dope of 0'to 28' (+I- In I ■ 0.77.
3. Glee Roane deep loads use a wk*m m on bad of 2D PSF and wind bads ere from ASCE 7-118
Section B.S. Analytical Procedure and the 2001 Florida Building Code. The beds assure a mean rod
Might of toss than W; red stops of 20' to 30' (+I- 10-X I- 0.77.
IL Bel—d dnXiwef systems um a nogWw internal presswe oosf8darut d N 0.18
b. PnWgy Endossd strodust sysbms uxe a rogsM kdm, pressure coolident d N- 0.58.
4. OvoAango use a ff*dn n Ove had of 20 PSF end wind beds are loom ASCE 7 -OB Seaton B.B.
Analytical I moedroe for Compono ds & Cladding for Enclosed or Partially Enclosed Structural Systema.
The loedn assrm a man m d height of lees than W. rod dope of 20- to 30 -
pi -int -1.0.
INDUSTRY STANDARD ROOF PANELS
1� EXISTING TRUSS OR RAFTER
a
aW
i--
12.00' 1
(2) 010 x 1-17 S.M.S. OR
12" WIDE x VARIOUS HEIGHT RISER ROOF PANEL WOOD B OR PER TEAR
SCALE r ■ 1'-0'
ALTERNATE:
010 x3/4' S.M.S. OR WOOD
SCREW SPACED ®1r O.C.
si
L EXISTING FASCIA
_ 12.00'
12" WIDE x 3" RISER INTERLOCKING ROOF PANEL
SCALE r - 1.0'
T 1
I 12.00' I
ALTERNATE CONNECTION:
(3) 08 SCREWS PER PAN WITH
1' MINIMUM EMBEDMENT INTO
FASCIA THROUGH PAN BOXED
END
EXISTING TRUBS OR RAFTER
010 x 1-17 S.M.S. (2) PER
RAFTER OR TRUSS TAIL
010 x 3/4' S.M.S. ®1r O.C.
EXISTING FASCIA
FOR MASONRY USE
1/4' x 1-1K' MASONRY
ANCHOR OR ECU/AL ® 24' O.C.
FOR WOOD USE 010 x 1-17
S.M.S. OR WOOD SCREWS
r O.C.
EXISTING HOST STRUCTURE.
WOOD FRAME, MASONRY OR
OTHER CONSTRUCTION
PAN ROOF ANCHORING DETAILS
ROOF PANEL TO FASCIA DETAIL
SCALE r ■ I, v
ROOF PANEL TO WALL DETAIL
SCALE r -1'-W
SEALANT
WADER (SEE NOTE BELOW)
ROOF PANEL
08 x 17 S.M.S. (3) PER PAN
(BOTTOM) AND (1) ® RISER
SEALANT
HEADER (SEE NOTE BELOW)
ROOF PANEL
08 x 17 S.M.S. (3) PER PAN
(TOP) (BOTTOM) AND (1) ® RISER
NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH 08 x 17 LONG
CORROSION RESISTANT SHEET METAL SCREWS WITH 17 WASHERS. ALL SCREW HEADS
SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE
PAN. PAN RIBS SHALL RECEIVE (1) EACH 08 x 17 SCREW EACH. THE PANS MAY BE
ANCHORED THROUGH BOXED PAN WITH (3) EACH 08 x 1' OF THE ABOVE SCREW TYPES AND
THE ABOVE SPECIFIED RRF.R SCREW. dB x 9H8' T EK SCREWS ARE ALLOWED AS A
SUBSTITUTE FOR 08 x 17 S.M.S.
B' x T x B' 0.024' MIN. BREAK
FORMED FLASHING
PAN ROOF PANEL
POST AND BEAM (PER
TABLES)
ALTERNATE MOBILE HOME FLASHING
FOR FOURTH WALL CONSTRUCTION
PAN ROOF PANELS
SCALE, r ■ I' V
INSTALLATION NOTES:
A:, PLACE (2i BEAD"i OkIUww ON BACK SIDE OF HEADER BEFORE INSTALLING.
B. SLIDE 1' TAB AT TOP OF HEADER UNDER DRIP EDGE. DO NOT PUSH DRIP EDGE UP.
DRIP EDGE MUST MAINTAIN SAME PLANE AS SLOPE OF ROOF.
C. FASTEN HEADER TO FASCIA BOARD WITH 010 x 1' SCREWS a B' O.C. STAGGERED
TOP AND BOTTOM (SEE DETAIL ABOVE)
D. PLACE PAN ROOF PANEL INTO HEADER AND ATTACH TO 4TH WALL POST AND BEAM.
SYSTEM ONLY. DO NOT ATTACH TO HEADER HEADER IS USED AS FLASHING ONLY.
COMPOSITE ROOF ANCHORING DETAILS
EXISTING TRUSS OR RAFTER
010 x 1-17 S.M.S. OR WOOD
WOOD SCREW (2) PER RAFTER
OR TRUSS TAIL
010 X 3W S.M.S. OR WOOD
SCREW SPACED ®1r O.C.
ROOF PANEL TO FASCIA DETAIL
SCALE: r -1-0'
EXISTING MOST STRUCTURE
WOOD FRAME. MASONRY OR
OTHER CONSTRUCTION
FOR MASONRY USE
1/4' x 1 -IW MASONRY
ANCHOR OR EQUAL ® 2-r O.C.
FOR WOOD USE 010 x 1-17
SANS. OR WOOD SCREWS do
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■x'
011 x 17 S.M.S. SPACED'
® 8' O.C. BOTH SIDES W
0- N
SS
ROOF PANEL C A
EXISTING FASCIA In
_
c
08 x 17 S.M.S. SPACED
® r O.C. BOTH SIDES m l
3
_ J
1r O.C. : �— ROOF PANEL - -
ROOF PANEL TO WALL DETAIL?
SCALE: r a 14r
NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA.
FRAMING WHERE POSSIBLE ONLY. 18% OF SCREWS CAN BE OUTSIDE THE TRUSS
BUTTS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS
INTO THE HOST STRUCTURE SHALL WAVE MINIMUM 1-1M WASHERS OR SHALL BE
WASHER HEADED SCREWS. 'r
HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH 7. THE WALL
THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL
WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH
ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED
ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION IBM FOR A
MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE
i
C
I / &7EAL
HEET
R 1 5 03
10A
OF 11
CLEATED ROOF PANEL
SELECT PANEL DEPTH FROM
TABLES
SOLE r - 1'-0' ALUMINUM SKIN
EP.S. CORE
+
rr
..
d c
:. SIDE CONNECTIONS VARY
.: (DO NOT AFFECT SPANS)
::::::.� :•.::::.�:::..:.
(•:....::::.:.:::::::• 48.00'
COMPOSITE ROOF PANEL DNDUSTRY STANDARDI
SCALE. r - 1'-0'
ALTERNATE CONNECTION:
(3) 08 SCREWS PER PAN WITH
1' MINIMUM EMBEDMENT INTO
FASCIA THROUGH PAN BOXED
END
EXISTING TRUBS OR RAFTER
010 x 1-17 S.M.S. (2) PER
RAFTER OR TRUSS TAIL
010 x 3/4' S.M.S. ®1r O.C.
EXISTING FASCIA
FOR MASONRY USE
1/4' x 1-1K' MASONRY
ANCHOR OR ECU/AL ® 24' O.C.
FOR WOOD USE 010 x 1-17
S.M.S. OR WOOD SCREWS
r O.C.
EXISTING HOST STRUCTURE.
WOOD FRAME, MASONRY OR
OTHER CONSTRUCTION
PAN ROOF ANCHORING DETAILS
ROOF PANEL TO FASCIA DETAIL
SCALE r ■ I, v
ROOF PANEL TO WALL DETAIL
SCALE r -1'-W
SEALANT
WADER (SEE NOTE BELOW)
ROOF PANEL
08 x 17 S.M.S. (3) PER PAN
(BOTTOM) AND (1) ® RISER
SEALANT
HEADER (SEE NOTE BELOW)
ROOF PANEL
08 x 17 S.M.S. (3) PER PAN
(TOP) (BOTTOM) AND (1) ® RISER
NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH 08 x 17 LONG
CORROSION RESISTANT SHEET METAL SCREWS WITH 17 WASHERS. ALL SCREW HEADS
SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE
PAN. PAN RIBS SHALL RECEIVE (1) EACH 08 x 17 SCREW EACH. THE PANS MAY BE
ANCHORED THROUGH BOXED PAN WITH (3) EACH 08 x 1' OF THE ABOVE SCREW TYPES AND
THE ABOVE SPECIFIED RRF.R SCREW. dB x 9H8' T EK SCREWS ARE ALLOWED AS A
SUBSTITUTE FOR 08 x 17 S.M.S.
B' x T x B' 0.024' MIN. BREAK
FORMED FLASHING
PAN ROOF PANEL
POST AND BEAM (PER
TABLES)
ALTERNATE MOBILE HOME FLASHING
FOR FOURTH WALL CONSTRUCTION
PAN ROOF PANELS
SCALE, r ■ I' V
INSTALLATION NOTES:
A:, PLACE (2i BEAD"i OkIUww ON BACK SIDE OF HEADER BEFORE INSTALLING.
B. SLIDE 1' TAB AT TOP OF HEADER UNDER DRIP EDGE. DO NOT PUSH DRIP EDGE UP.
DRIP EDGE MUST MAINTAIN SAME PLANE AS SLOPE OF ROOF.
C. FASTEN HEADER TO FASCIA BOARD WITH 010 x 1' SCREWS a B' O.C. STAGGERED
TOP AND BOTTOM (SEE DETAIL ABOVE)
D. PLACE PAN ROOF PANEL INTO HEADER AND ATTACH TO 4TH WALL POST AND BEAM.
SYSTEM ONLY. DO NOT ATTACH TO HEADER HEADER IS USED AS FLASHING ONLY.
COMPOSITE ROOF ANCHORING DETAILS
EXISTING TRUSS OR RAFTER
010 x 1-17 S.M.S. OR WOOD
WOOD SCREW (2) PER RAFTER
OR TRUSS TAIL
010 X 3W S.M.S. OR WOOD
SCREW SPACED ®1r O.C.
ROOF PANEL TO FASCIA DETAIL
SCALE: r -1-0'
EXISTING MOST STRUCTURE
WOOD FRAME. MASONRY OR
OTHER CONSTRUCTION
FOR MASONRY USE
1/4' x 1 -IW MASONRY
ANCHOR OR EQUAL ® 2-r O.C.
FOR WOOD USE 010 x 1-17
SANS. OR WOOD SCREWS do
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it 0 L)
� H
Qty_ fW
LULU
r -
UJ D
0
0: zN
U
■x'
011 x 17 S.M.S. SPACED'
® 8' O.C. BOTH SIDES W
0- N
SS
ROOF PANEL C A
EXISTING FASCIA In
_
c
08 x 17 S.M.S. SPACED
® r O.C. BOTH SIDES m l
3
_ J
1r O.C. : �— ROOF PANEL - -
ROOF PANEL TO WALL DETAIL?
SCALE: r a 14r
NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA.
FRAMING WHERE POSSIBLE ONLY. 18% OF SCREWS CAN BE OUTSIDE THE TRUSS
BUTTS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS
INTO THE HOST STRUCTURE SHALL WAVE MINIMUM 1-1M WASHERS OR SHALL BE
WASHER HEADED SCREWS. 'r
HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH 7. THE WALL
THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL
WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH
ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED
ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION IBM FOR A
MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE
i
C
I / &7EAL
HEET
R 1 5 03
10A
OF 11
EXISTING TRUSS OR RAFTER
(2) #10 x 1-12' S.M.S. OR
WOOD SCREW PER RAFTER
OR TRUSS TAIL
ALTERNATE
/10x3/4' S.M.S. OR WOOD
SCREW SPACED ! 12- O.C.
EXISTING FASCIA
SCREW #10 x (T * 112')
ALTERNATE MOBILE HOME FLASHING
FOR FOURTH WALL CONSTRUCTION
COMPOSITE ROOF PANELS
SCALE: r -14r
INSTALLATION NOTES:
A. PLACE (2) BEADS OF CAULKING ON BACK SIDE OF HEADER BEFORE INSTALLING.
L SLIDE 1' TAB AT TOP OF HEADER UNDER DRIP EDGE DO NOT PUSH DRIP EDGE UP.
DRIP EDGE MUST MAINTAIN SAME PLANE AS SLOPE OF ROOF.
C. FASTEN HEADER TO FASCIA BOARD WITH !10 x 11 SCREWS® B' O.C. STAGGERED
TOP AND BOTTOM (SEE DETAIL ABOVE)
D. PLACE COMPOSITE ROOF PANEL INTO HEADER AND ATTACH TO 4TH WALL POST AND
BEAM SYSTEM ONLY. DO NOT ATTACH TO HEADER. HEADER IS USED AS FLASHING
ONLY.
HOST STRUCTURE TRUSS OR
1- FASCIA (MIN.)
BREAK FORMED METAL SAME
THICKNESS AS PAN (MIN.)
ANCHOR TO FASCIAAND
R12ER OF PAN AS SHOWN
08 x SW SCREWS ® B' O.C.
Ire x 12• SCREWS • EACH RIB
ROOF PANEL
PLACE SUPER OR EXTRUDED
#8 x 12' ALL PURPOSE GUTTER BEHIND DRIP EDGE 1r' 0 SCH. 40 PVC FERRULE
SCREW Q 12- O.C. r PAN ROOF PANEL
BREAKFORM FLASHING (MIN. SLOPE 1/4':11
10' EXISTING TRUSS OR RAFTER (3) /8 x 314' S.M.S. PER PAN W/
314' ALUMINUM PAN WASHER
810 x r S.M.S. o 1r o.c. \\\ CAULK EXPOSED SCREW
-------- ----- - HEADS
SEALANT
N4' x r LAG SCREW (1) PER
3' COMPOSITEOOF PANEL RJ EXTRUDED OR TRUSS / RAFTER TAIL AND
(SEE SPAN TABLE) / EXISTING FASCIA SUPER GUTTER 1K' z S' LAG SCREW MID WAY
SEALANT BETWEEN RAFTER TAILS
STRIP SEALANT BETWEEN
FASCIA AND HEADER
12' SHEET ROCK FASTEN TO
PANEL W/ 1' FINE THREAD
SHEET ROCK SCREWS 0 Ir NOTE WHEN SEPARATION BETWEEN
O.C. EACH WAY DRIP EDGE AND PANEL 0
FASTENING SCREW SHOULD LESS THAN 3M' THE FLASHING
BE A MIN. OF 1' BACK FROM SYSTEM SHOWN 18 REQUIRED
THE EDGE OF FLASHING
ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS
SCALE. r - 1'40'
1. FLASHING TO BE INSTALLED A MIN. 8' UNDER THE FIRST ROW OF SHINGLES
2. STANDARD COIL FOR FLASHING IS 1B' .DID MIL COIL
3. FIRST ROW OF EXISTING NAILS MUST BE REMOVED TO INSTALL FLASHING PROPERLY.
4. FLASHING WILL BE INSTALLED UNDER THE FELT PAPER WHEN POSSIBLE
L HEADER WILL BE PUTTY TAPED AND CAULKED EVEN THOUGH FLASHING IS TO
BE INSTALLED.
S. IF THE DROP FROM THE EDGE OF THE SHINGLE DOWN TO THE TOP OF THE HEADER
IS MORE THAN 1' THEN THE DRIP EDGE WILL HAVE TO BE BROKEN TO CONFORM
TO THIS DROP.
7. WHEN USING FLASHING THE SMALLEST S12E HEADER AVAILABLE SHOULD BE USED. 1r
.03 MIL ROLLFORM OR r BRFAKFORM 8 BEST SUITED FOR HEADER SINCE IT
KEEPS THE FLAP UP OF THE HEADER SACK FROM THE EDGE OF THE FLASHING.
S. WHEN SEPARATION BETWEEN DRIP EDGE AND PANEL FLASHING IS REQUIRED 12'
SEPARATION MINIMUM.
9. STRIP SEALANT BETWEEN FASCIA AND HEADER PRIOR TO INSTALLATION.
CAULK ALLEXPOSED SCREW
HEADS
SEALANT UNDER FLASHING
r COMPOSITE OR PAN ROOF
(SPAN PER TABLES)
//=--DER (SEE NOTE BELOW)
12'SM3 a8'O.0
FOR MASONRY USE
IW x 1-19' MASONRY
EXISTING HOST STRUCTURE. ANCHOR OR EQUAL
WOOD FRAME. MASONRY OR G 24.O.C.FOR WOOD USE — —
OTHER CONSTRUCTION /10 x 1-12' S.M S. OR WOOD
SCREWS G 1r O.C.
ALTERNATE ROOF PANEL TO WALL DETAIL
SCALE r -1-0'
NOTES' ROOF PANELS SHALL BE ATTACHED TO THE HEADER W/ (3) EACH N8 x 12' LONG
CORROSION RESISTANT S-M.S. W/ 12' WASHERS. ALL SCREW HEADS SHALL BE
CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN.
PAN RIBS SHALL RECEIVE (1) EACH IB x 12' SCREW EACH. THE PANS MAY BE
ANCHORED THROUGH BOXED PMI W/ (3) EACH /B x I* OF THE ABOVE SCREW TYPES
AND THE ABOVE SPECIFIED RIB SCREW.
08 x 12' WASHER HEADED
CORROSIVE RESISTANT
SCREWS 0 r O.C.
ALUMINUM FLASHING
LUMBER BLOCKING TO FR
PLYWOOD / OSB BRIDGE
FILLER
COMPOSITE ROOF: 1/4'0 X 4'
LAG SCREWS W/ 1-1N'O
FENDER WASHERS ! 1r O.C:
THRU PANEL INTO 2 x 2
PAN ROOF. OB S.M.S. x 12'
4.O.C. OR (3) PER PANEL
r X r x 0.044' HOLLOW EXT.
5118'0 x 4' LONG (MIN.) LAG
SCREW FOR 141'
EMBEDMENT (MIN.) INTO
RAFTER OR TRUSS TAIL .
WEDGE ROOF CONNECTION DETAIL
SCALE: r -1'-0"
SUPER OR EXTRUDED GUTTER
EXISTING ROOF TO PAN ROOF PANEL DETAIL 1
SCALE r -1'-0'
EXISTING FASCIA
EXISTING TRUSS OR RAFTER
EXTRUDED OR
PLACE SUPER OR EXTRUDED
GUTTER BEHIND DRIP EDGE
SUPER GUTTER
EXISTING ROOF TO COMPOSITE ROOF PANEL DETAIL 1
SCALE: r -14r
SEALANT
•
OPTION 1:
810x2'8.MA.®1r O.C.
r x x 0.060' STRAP ® EACH
1r' 0 SCH. 40 PVC FERRULE
CO �
WAY BETWEEN EACH SIDE W/
SEALANT
W
Np
(3) /10 x r INTO FASCIAAND
—
(1) t B x SW PER PAN RIB
C9 (7 0 Z rn
GUTTER BEHIND DRIP EDGE
OPE
-
CAULKEXPOSED SCREW
�v)C90:1
-
Z Q------------
�
�_ W
TRUSS / RAFTER TAO. IN ItM
3' PAN ROOF PANEL
W p
1M' x B' LAG SCREW (1) PER
TRUSS / RAFTER TAIL AND
_
SUPER GUTTER DED OR
(MIN. SLOPE 1K' :11
r HEADER EXTRUSIONJ
U = m C
Q CV Z
1M' x S' LAG SCREW MID WAY
r COMPOSITE RooF-PANEL
FASTEN TO PANEL W/(3)
F-
�- b p = 0
BETWEEN RAFTER TAILS
SUPER OR EXTRUDED GUTTER
OB x 1r' S.M.S. EACH PANEL
p p R C) P
Q O D w
EXISTING ROOF TO PAN ROOF PANEL DETAIL 2
u- N
`Tl
OR
Dd
Z
EXISTING TRUSS OR RAFTER
SCALE r a VW
FASTEN TO PANEL W/
W C
BREAK FORMED OR
48 x VY S.M.B. EACH SIDE
Z_ N
EXTRUDED HEADER
SEALANT
N i
PLACE SUPER GUTTER
BEHIND DRIP EDGE
SEALANT
/10 x 4' S.M.S. W/ 1-12'0
FENDER WASHER ®1r O.C.
EXISTING ROOF TO COMPOSITE ROOF PANEL DETAIL 2
Scum. r ■ T -r
CAULK SCREW HEADS 8
EXISTING TRUSS OR RAFTER
SEALANT
t10 x r S.M.S. o 24.O.C-
IW x B' LAG SCREW (1) PER
TRUSS/RAFTER TAIL
CAULK EXPOSED SCREW
HEADS
r COMPOSITE ROOF PANEL
(MIN. SLOPE 1K' :11
12' 0 SCH. 40 PVC FERRULE
EXISTING FASCIA
EXTRUDED OR
SUPER GUTTER
EXISTING ROOF TO COMPOSITE ROOF PANEL DETAIL 1
SCALE: r -14r
•
OPTION 1:
r x x 0.060' STRAP ® EACH
COMPOSITE BEAM AND 12
CAULK EXPOSED SCREW
WAY BETWEEN EACH SIDE W/
HEADS
(3) /10 x r INTO FASCIAAND
PLACE SUPER OR EXTRUDED
(3) 4N0 x 3M' INTO GUTTER
GUTTER BEHIND DRIP EDGE
OPTION 2:
114' x r LAG SCREW (1) PER. ' I
TRUSS / RAFTER TAO. IN ItM
SCH. 40 PVC FERRtBE ..
�—
`'
SEALANT - i` `•
4'70 x r S.M.S. ®24.O.C.
r COMPOSITE RooF-PANEL
— — —
(MIN. SLOPE iW.: I
`Tl
OR
Dd
T HEADER EXTRUSION
EXISTING TRUSS OR RAFTER
�
FASTEN TO PANEL W/
EXISTING FASCIA
48 x VY S.M.B. EACH SIDE
1r O.C. AND FASTEN TO
SEALANT
GUTTER W/ LAG BOLT AS
SHOWN '
EXISTING ROOF TO COMPOSITE ROOF PANEL DETAIL 2
Scum. r ■ T -r
1 I�
10
I�
19
i
r x T x B' 0.024• MIN. BREAK
FORMED FLASHING
ROOF PANEL
OF
ALTERNATE 3/4"0 HOLE _
- ti
FASCIA COVERS PAN Ai SEAM
OF PAN 6 ROOF
3/B' x 3.1R' LOUVER VENTS
OR 314'0 WATER RELIEF
HOLES REQUIRED FOR 2-1/1'
d r RISER PANS
NOTE:
GUTTERS FOR 2-1/Y AND LARGER PANS SHALL HAVE A 3/4'0 HOLE OR A 318' x 4' LOWER
12' FROM EACH END AND Or O.C. BELOW THE PAN RISE BREAK TO PREVENT WATER
BUILD-UP ON THE ROOF. THIS WATER RELIEF SYSTEM IS RECOMMENDED FOR PANS
SMALLER THAN 2-1/1' ALSO
PAN FASCIA & GUTTER END CAP WATER RELIEF DETAIL
FLASHING 0.0W OR 26 GA.
GALV.
rxrx0.0B'xBEAM DEPTH +
4' ATTACH ANGLE A TO
FASCIA W/ 2-318' LAG
SCREWS ® EACH ANGLE
MIN. r x r x 0.050' B.M.B. (4)
00 S.M.S. ®EACH ANGLE
EACH SIDE
SCALE r -1-0'
�— A B SI'
A- WIDTH REO. FOR GUTTER
BEAM TO WALL CONNECTION: B - OVERHANG DIMENSION
(2) r x r x 0.060• EXTERNALLY MOUNTED ANGLES ATTACHED TO WOOD WALL W/ MIN. (2) 3/8' x r
LAG SCREWS PER SIDE OR (2)1/4' x 2-1M' CONCRETE ANCHORS TO CONCRETE OR MASONRY
WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN r
(ALTERNATE) (1)1-3W x I -3W x 1.1114' x UB' INTERNAL U -CUP ATTACHED TO WOOD WALL W/ MIN. (3)
3W x r LAG SCREWS PER SIDE OR (3)1M' x 2-1/4' CONCRETE ANCHORS TO CONCRETE OR
MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN r
CANTILEVERED BEAM CONNECTION TO FASCIA DETAIL
SCALE: r -1'-0'
RECEIVING CHANNEL OVER
BEAM ANGLE PROVIDE 0.080'
SPACER ® RECEIVING
CHANNEL ANCHOR POINTS (2)
010 x 2-1/2' S.MS. @ RAFTER.
TAILS OR ® r O.C. MAX. W/
r x 6' SUB FASCIA
r x 8' S.M.B. W/ (4)#10
S.M.S. ® EACH ANGLE
EACH SIDE
NOTCH ANGLE OPTIONAL
MUST REMAIN FOR ANGLE
STRENGTH
CANTILEVERED BEAM CONNECTION AT FASCIA (END VIEW)
SCALE r - T4r
PAN ROOF ANCHORING DETAILS
RIDGE CAP SEALANT
PAN HEADER (BREAK -
FORMED OR EXT.)
#8 x BAB' TEK SCREWS ®
PAN RIBS EACH SIDE HEADERS AND PANELS ON
BOTH SIDES OF BEAM FOR
CAULK ALL EXPOSED SCREW GABLED APPLICATION
HEADS AI WASHERS
#B x 1/r S.M.S. (3) PER PAN
AND (1) AT PAN RISER
ALTERNATE CONNECTION:
98 x 1-19' SCREWS (3) PER
PAN INTO BEAM THROUGH
BOXED END OF PAN AND
HEADER
WHEN FASTENING PANELS
OR PANS TO WOOD PLATES
ti SCREWS SHALL HAVE A
MINIMUM EMBEDMENT OF -1'
-a:
CAULK ALL EXPOSED SCREW
N - HEADS & WASHERS
FOR COMPOSITE ROOFS:
010 x 0 + 1/Y) S.M.S. W/
1-1/4'0 FENDER WASHERS
N ®1 r O.C. (LENGTH -
PANEL THICKNESS + 1'
ROOF BEARING ELEMENT
(SHOWN) AND 24' O.C.
NONBEARING ELEMENT (SIDE
WALLS)
PAN OR COMPOSITE ROOF
PANEL
#8 x IW S.M.S. (3) PER PAN
ALONG PAN BOTTOM
ROOF PANEL TO BEAM DETAIL `
SCALE: r ■ 1'4'
FOR PAN ROOFS:
(3) EACH #B x 117. LONG S.M.S.
PER 12' PANEL W/ 314'
ALUMINUM PANWASHER
ROOF PANEL
(PER TABLES SECTION 7)
SUPPORTING BEAM
(PER TABLES)
ROOF PANEL TO BEAM FASTENING DETAIL
SCALE: r -1'-0'
0.024' x 1r ALUMINUM BRK
MTI. RIDGE CAP
VARIABLE HEIGHT RIDGE
BEAM EXTRUSION
ROOF PANEL
1/8' x r x 3' POST OR SIMILAR
#10x4' S.MS. W/ 1K x 1-Vr
S.S. NEOPRENE WASHER
8' O.C.
SEALANT -
#B x BAB' TEK SCREW ®B'
O.C.
�---- (3)1/4.0 THRU• 1OLTS (TYP.)
#B x BMB• TEK SCREW m r
O.C. BOTH SIDES
PANEL ROOF TO RIDGE BEAM Nat POST DETAIL
SCALE: r - I'M
0.024' X 1r ALUMINUM BRK #10 x 4' S M.S. W/ 1M x 1-1R'
MTL RIDGE CAP -a,,
VARIABLE HEIGHT RIDGE
BEAM EXTRUSION
7x—SELF MATING BEAM
NEOPRENE WASHER • B' O.C.
SEALANT
#B x Mr TEK SCREW ®B'
O.C.
1/B' WELDED PLATE SADDLE
W/ (2)19' THRU43OLTS
05 REBAR IMBEDDED IN TOP
OF CONCRETE COLUMN (BY ..
OTHERS)
PANEL ROOF TO RIDGE BEAM 91 CONCRETE POST DETAIL
SCALE: r - ra'
0.024' ALUMINUM COVER PAN
OR CONTINUOUS ALUMINUM
SHEET
08 x 1/Y CORROSION
RESISTIVE WASHER HEADED
SCREWS ! 24.O.C.
ALTERNATE #B x lir S.M.S.
W/ 1/r 0 WASHER
NOTES: 1. INSTALL RIGID FOAM INSULATION INTO ALUMINUM ROOF PAN.
2 COVER INSULATION WITH 0.024• PROTECTOR PANEL WITH OVERLAPPING SEAMS.
3. INSULATION PANEL SWILL BE CLOSED WITH ALUMINUM END CAP TO SECURE
PLACEMENT AND TO DISCOURAGE THE NESTINQ-OF WILDLIFE AND OR INSECTS.
4. PROTECTOR PANEL WILL BE SECURED BY 08 x SW CORROSION RESISTIVE WASHER
HEADED SCREWS.
b SCREW PATTERN WILL BE 1r ON ALL PERIMETERS AND 24 O.C. FIELD ON EACH
PANEL
S. ALUMINUM END CAP WILL BE ATTACHED WITH (3) #S x 1I2' CORROSION RESISTIVE
WASHER HEADED SCREWS.
NOTE: FOR PANEL SPANS W/ 0.024• ALUMINUM PROTECTIVE COVER MULTIPLY
SPANS IN SECTION 6 OR 7 BY 1.28 FOR H-26 METAL 81,20 FOR H-14 OR H-0 METAL
COVERED AREA
TAB AREA
3/B' TO 11r ADHESIVE BEAD
FOR A 1' WIDE ADHESIVE
STRIP UNDER SHINGLE
SUBSEQUENT ROWS
00 00 STARTER ROW
COMPOSITE PANEL W/
EXTRUDED OR BREAK
FORMED CAP SEALED IN
PLACE W/ ADHESIVE OR
SCREWS
SEALANT BEADS
PROFAB COMPOSITE ROOF PANEL WITH SHINGLE FINISH DETAIL
SCALE: r - I' V
ATTACH SHINGLES TO COMPOSITE ROOF PANELS WITH INDUSTRIAL ADHESIVE'.
APPLY ADHESIVE IN A CONTINUOUS BEAD 318' TO 11r DIAMETER SO THAT THERE IS A 1' WIDE
STRIP OF ADHESIVE WHEN THE SHINGLE IS PUT IN PLACE '
FOR AREAS UP TO 120 M.P.H. WIND ZONE '',1► M
1) STARTER ROWS OF SHINGLES SWLLL HAVE ONE STRIP OF ADHESIVE UNDER THE SHINGLE
AT MID COVERED AREA AND ONE UNDER THE SHINGLE AT MID TAB AREA STARTER ' ' '
SHINGLE ROW INSTALLED WITH THE TABS FACING IN THE UPWARD DIRECTION OF THE . e
ROOF SLOPE '
2) SUBSEQUENT ROWS OF SHINGLES INSTALLED WITH THE TABS FACING IN THE DOWNWARD.
DIRECTION OF THE ROOF SLOPE WITH ONE STRIP OF ADHESIVE UNDER THE SHIIJGLE HIII:GLE AT
MID COVERED AREA.
FOR AREAS ABOVE 120 M.P.H. WIND ZONE: x ;
1) STARTER ROWS OF SHINGLES SHALL HAVE TWO STRIPS OF ADHESIVE UNDER THE ^'
SHINGLE AT MID COVERED AREA AND TWO STROPS AT MID TAB AREA. SHINGLE ROW.
INSTALLED WITH THE TABS FACING IN THE UPWARD DIRECTION OF THE ROOF SLOPE: �; • K p i
2) BUBSEQUEM ROWS OF SHINGLES INSTALLED PER PREVIOUS SPECIFICATION WITH TWO
STRIPS OF ADHESIVE AT MID COVERED AREA. - a
• ADHESIVE: CHEM REX - PL PREMIUM 018 URETHANE ADHESIVE OR OSI - RF140
MINIMUM ROOF SLOPE r IN 1r
to Q
In 2 w
g zo
0 0L)z
to
2Wzoa
Oa
�IXW»cl
��Tp01�
�DV12=0
�0D0:UI—
a0Incc � w
z
LU
LU0
0: z N
0 g
a
C4
MEET
•13 2003
10
OF 11
COVERED AREA
TAB AREA W/ 1' ROOFING O
NAILS
INSTALLED PER o
MANUFACTURERS
SPECIFICATION FOR NUMBER o
AND LOCATION
0
O
O
SUBSEOUENT ROWS
0
ww TO 1/!' ADHESIVE BEAD
Table 7.1.1 Allowable Spam for Industry Standard Rinr Panels for Various Loads
Aluminum Alloy 3105 H-14 or M45
14Wt13-s0MC2w0RiaRbwPert
Wind
�"
opoaalnnnebaee
r Roel
In 3
am a. "I'M
n, Reef
aAtlnehad
101: !
sow pen "I'M
PrWlyEaplemd
I
1011 ! •
pen ML pm
In
epee
Enelaewd
3
-pan
t
I.
Om mI
CantlMsw
N
Rsob
100 MF"
CW
94r
3-o
raj
r-101
- 1.
4't
S-13-
s-0•
s,2'
sem•
sot
1:13-
110mm
aw
3-a
r -r
3-i•
Tar
r-3-
I rr
•r
yr
1'-1
5-13-
r -r
r•111
in mm
wa
o
Tr
So
so
w -w
r -r
V -r
s4•
Er
s -r
si'
3---
InrPN r-11'
ri•
rW,
0.4•
si•
1W
t'S
r-3-
3-.r
4'4•
Vr
3-i•
114•
130 MPH
so
Ta
3--r
Sar
F-7
F
3-4•
4'41'
-F-7--77-
SC
3-4•
Sas
1'3-
14omm
w
s-11'
s4•
4'4•
s-11'
si'
r-tr
4%r
t' -1r
•'-1'
s-1•
s,2'
t:r
150 MPHI
4:r
s-13-
3-i•
4•d
s
9.13-
3mr
4
4:r
r-13-
4.1
4•-11
1
O FOR A 1' WIDE ADHESIVE
1411•:13- a aar l w 6 Rlb Rbw Pnrb adore Roser
STRIP UNDER SHINGLE
STARTER ROW
COMPOSITE PANEL W/
EXTRUDED OR BREAK
FORMED CAP SEALED IN
PLACE W/ADHESIVE OR
SCREWS
7110.O.S.B. PANELS
wind
am
Open abua4rm
010194moped Rad
10113 •
.pan span "m
term Reef
AAemhwdCevaw
tit 3 4
span spm spm
PMWJY
in!
spm
Enbmd
aPm
4
pm
Im
span
Endowed
3
pm
•
spm
Om1anp I
Canerew
m
Reels
100 MM
r,3-
3-,7
1 04•
3-•r•
I ro
r -r
S,3-
3-4•
3-i'
S r
r-10'
911'
rz
101001"I s-17
3-i'
a -1r
Vr
r -1r
r4'
4:1r
9-13-
s•P
3-S
3-4•
r -r
rar
120 MPH
r4-
3-,7
3-4•
9.11•
Tar
3-a
r -r
s4'
si'
4:13-
s -r
3-6r
r,3-
1n Wi
3-4-
90
s-3-
So
r -r
rr
r4'
9-r
sr
t:t3-
5-11'
s-1-
T-11-
+io MMI
9.11
r -r
r -Ir
S r
S Ir
3-.11•
raw
SC
sot
3-4r
94r
s-13-
T-19
140 MPH
Sar
s4•
3-4'
s-3-
r4•
r4•
3-,7
s-3-
wo
3-4'
sr
1B -T
1
13-0 MPH
Far
s41
3-4'
v-7
3-1'
F4'
r-11-
4'-13-
4:11'
4LY
S.Y
54•
INV
PROFAS COMPOSITE ROOF PANEL WITH O.S.B. I-I1rxIrxLMM`2w5rJbRbwP-- ohm rams
AND STANDARD SHINGLE FINISH DETAIL
SCALE: N.T.S.
SPECIFICATIONS FOR APPLYING O.S.B. AND SHINGLES FOR ROOF SLOPES OF 3:12 TO 4:12
INSTALL PRO -FAB PANELS IN ACCORDANCE WITH MANUFACTURER'S OISTRUCTIONS.
'SEAL ALL SEAMS WITH PRO 2800 CHEMREX 948 URETHANE AND CLEAN THE ROOF OF ANY
DIRT, GREASE, WATER OR OL
APPLY 1 B MILS OF MORTON 852 GLUE TO THE PANELS AND INSTALL 7118.OS.B. OVER THE
GLUE AND PANELS.
INSTALL 159 FELT PAPER IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2001 EDITION,
Wind
01On
Open abuwbam
Mendbpwd meat
tat ! t
pm epm apm
seam mmee
AAamhd Come
1012 3 4
sm pen apm
Pow"
EwJmsd
!
spm
t
open
/012
pan
E domd
!
wpm,
t
pm
Omhena l
Cwm~
N
meati
100 mm
3-4•
tar
101.13-
T•111
r-13-
/t0
rot
r -r
r?
rot
3-.Y
r4•
r4•
11011"
r,3-
IV -I,
1011•
rd
yr
r4•
OF
r-13-
r -r
r -r
r r
r -+r
r4•
1n Mm
To
wr
3-i•
9-t3-
r -r
r -1r
sot
rr
sr
So
r-11
r,3-
rJ-
In w -N
r$
w3-
F•r
s v
3-a
3-r
r -Ir
wr
s -r
s -r
s-11•
r-11
r,3-
I3o r4PN
3-,r
Ir
s 3-
a3-
Va
raw
-11
Far
yr
was
yr
s -Ir
r -r
140 YPN
3-a
To
T r
Er
3-o
T r
4:Ir
v-11'
r-1•
3--+r
r-13-
rot
Ire MPH
1rerPN
Va 1
ro
1 3-r I
w-11•
I r -r
I r4•
3-r
s•3-
9-11r
4:13-
3-•r
sJ'
I' -I I•
SECTION 1507.38. NOW Tet mer pnmd otddlh ■ nota wAdlh 4 arl WM1h • arnhrp
INSTALL SHINGLES IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 20D1 EDITION, SECTION
1507.3.
Table 7.12 ADowmble Spam for Industry Standard Rlew Panels for Venous Loads
Alundnum Alloy 3105 H-14 w H-211
UNIFORM LOAD
UNIFORM LOAD
LU
t s
t
A. B
A B
SINGLE SPAN CANTILEVER
1 OR SINGLE SPAN
U111rum" UAW UNIFORM LOAD
A B C A B C D
2 SPAN 3 SPAN
UNIFORM LOAD
I4/r a 1r a Loss 2 w r R! Rbw Pamb ads msmr
T__ 1c t t-4
A B C D E
4 SPAN
MOM:
A. t ■ Spee LwWM
a a Ovwt- 0 L.enplh
2 N Bated In the talks ads for Itl/itl100e
A
Connor"
As
Reals
Wled
Asn
open ablr0um
MemAlepdROW
In 3 4
spm pm span
sotasn Reaotm
AAawJrdOwme
In 3 4
sm pan "m
Prady
In
pan
bnersswd
3
spm
4
spm
In
pan
E+rJmd
a
Spm
4
Spm
Omhrp /
CotWvw
N
Reda
100 Mm 10'4•
m3-
+3-•+r
3-4•
ti's
11:++•
ra7
rot
w1'
r4l'
3-a
0.11•
r -Ir
110 mm
r -r
174•
Ir -r
r-13-
101-+r
I+ -r
rot
ra
3-•A'
r -r
wr
04•
r-13-
l"m
Far
Ir -S
+3--T
F4•
tar
Iwo
3-4•
sot
s r
e3-
3-4•.
a -Ir
rd
in w"
wa
11;3-
11-•
rar
Ia-v
1014•
r -r
r -Ir
r-11
rot•
3-.A•
3-a
rr
Ido rlal
3-s
/tot
Nr -1+•
r-+11
wr
9.11•
3-a
r -r
r.3-
ea
ea
rots
rot
+4o rPN
3-,r
rar
Fa
3-,r
a -Ir
yr
Ew
r -r
r1•
war
3--+r
r-13-
rot
Ire MPH
r -r
r-13-
vo
a -Ir
r•+r
yr
ro
r; -
vm-
v,,
rar
rots
rar
01NIrr eslvally epasxd lla. ON auppodb or Is IN poadk No1c Tat nd pans Md1A a neoo eIdIA. nM nn4aln • emhana
3. Pw shall not be sp8oed eltnept M euppats
SPAN EXAMPLES FOR SECTION 7 TABLES
SCALE N.T.S.
Table 7.1.3 Allowable Spam for hxhntry Standard Rlew Panels for Various Loads
Aiurnhwm Alloy 3105 N-14 or H-25
3-:1r a 0.024.2 w r Rb Rlw Pert
Opan lltruehasw
wind Mennenlopsidsad I
�bs In 3 •
pen pen pea
son" Roam
A Arxhed Cevan
In 3 4
am span pen
Pettily
In
pen
Endmd
3
pan
4
son
In
pan
Eneleewd
3
span
4
open
Dmhma /
CnTw
Ab
Root
1 14'-13-
/r4r
lr•1
14.3-
1r-13-
13- r
101-
1 r
13-41-
1rd'
M'-3-
14'•13-
4•4r
110 MPH 14'0
m3-
Wir
13--3-
1"
two
r-13-
1743-
1r-13-
1a -r
1r•1r
W-1-
V4r
120MPH 13-0
Wiv
ir1•
tri'
1s4'
117
3-s
if4r
13--13-
W
13--11
13W
Y -ICP
123MPH 1
fro
13-4'
1
1F -F
1So
3-.r
11'
11'4'
0-11'
124'
1 -11
3-4'
130MPH IT -l'
1rr
13-4•
11.4•
U'4'
14-11•
r-11'
11'-0'
1Ta'
3-4'
12.E
t3-
3-•A•
140 MPH 1014•
12-t3-
t3--1-
1014-
12 -lir
I3:1
rd
1014'
lar
3--r
114-
11•-
d
160 YPH 1014•
1z tw
13--r
1014•
12-13-
IT -1.
r
1r r
1a -r
r4'
101-w
11.4•
3-4•
r a Ir:Onr 2 w 0110, Rbw Pemb Oban Reef
OpanWnrhnlae Sam" Roam Pe1WyEnodoawd Enclosed 0 aim I
Islas Rost a ArrJrd Comm
brn
RwaIn3 4
wpm wpaa apa
Iota 3 •
pan epm pen
in
apm
3
pan
4
spm
In
qm
3
wpm
4
pm
Cembwr
AN
Rano
100 MPH trr
13--11'
21Y4•
tsar
te4' I
Iwo
IVW
14W
W-11- IT -1r I 16•1r I
1rr
4'4•
II0MPN Iso
19.11*
20'-4•
13--1'
IV -T I
13-4'
tar
13-4•
IT -13-
11:3-
I tt:13-
lvar
Iw-r
120 MPH M-"
Iwo•
194•
13-$
fro I
tro
Iwar
17.11'
I"
IW -11' 1 IT -11'
14%T
44-
123 mpm 14-r
13-19
Iear
13,r
wrtro
10••11*
r-111
124'
12-t3-
tar
tri'
1401
for
130 MPN 14:3-
1r --1r
,rar
lr-1r Is -Sri
IN
94•I"
ir-r
13-4•
IW -r
17-r13-4•
I2 -r
r-13-
140MPN wil
IT -13-
14'-1•
11;r
17-13- 1
14:1'
r -r
11'01'
11'-r
9-111
tr4•
12-11'
34-
100 MPH w,3 -I
101.13-
14.3-
I"
1713-
W -I'
I 1r4'
1 1a -1r 1
11•-r
r4•
I 13-4'
124' I
3:r
W. M. aewp f r It 006 1&1.—
o
Opm ab,rb.m
YAM Yanw ibpd Red
R.ylon 1012!m 4
q= an wpSpm
tenor Ream
a ArwehedCame
In >1 4
Spm Spm wean
I ftf0ft
I=
wpm
Ennebwed
!- .
spm
4
epm
In
span
Enolmwd
!
wpm
4
Span
Omdanp I
cwdmm
As
Reek
10O WN 1r-101
27-C
2s4•
19r
2r -r
tri'
13-41-
lr4'
11r4•
14-41-
If -r
I 1C -r
r r
I1eMPH IV -10'
23-4'
tri'
two
21W
21-r
lett• 1EM
t1r4•
W-1-
tear
Iw-r
rot
12OMPH 13-1'
2r.r
294r
1s -1r
2014'
21r4'
11•41-
1s -I'
15-4-
ir.T
13-4•
lr4•
4--0'
12IwH it -1r 21:11*
2r -r
1s4'
10••11*
20W
114r
14:Ir
Isar
1r4'
lrr
1rS
4'4'
imemom Ie4•
w -Ir
215
W -Ir
Irar
ir-r
war
Ir4•
I4 --r
I2 -r
w3-
it-ir
1r4'
1te WH Ir -r
1s2'
Ir4'
I3 -r
Ivar
11W
Lai'
Ir4•
Ir -II•
wr
w Ir
IS r
3-4'
I12PH 1 .7
Isar
/raw
Ir -r
Ivar
Ira'
Iw-r
1 17-11
l7w
II -0'
I4:r
W3-'
3-4'
aeac nom nwspmotaoa-poen maw+am aiow.ewa�m�y.
Table TA A Allowable Spam for Industry Standard Rioter Panels for Various Leads
Ahmdnum Alloy 3105 H -n
r a tr: amr 2ws R! Rbw Prnwb
Opm ft=Wm
Islas Rear
m•Elm in"3 4
pan ampm
aawwnReam
I a Asst" Came
In 3 •
wpm pm e
Pe_111 EnnOowwd
I
In a •
pm wea pan
In
pm
ba4wwwd
!
Spm 1
Invwnlneq
4
pm
i
Cadbver
N
Raab
-in as" t3 --I•
tV-1p•
W-3-
15-1'
Ir,2•
t3--
4• 17'
/4••r
14'-11•
12••r
13-
t3--1'
4'-0'
110 MP" 1v -r
73-.73-
W -r
Wa
13-7
73-4•
I 1 r
I 13-r
Ir -73-
77.4•
`4
4W
110rP11 13-4'
12oYMI W3-
7rr
73--T
7rS
Ir
73-4'
Ir -r
13--7r
73-3-
IW -13- 73--73-
War
4-W
in rPN 73-4•
fro
tw-1'
IFF
73-4
Me
3-.11'
IFF
7r-701
Wr
73-4'
7rm-
47
130 MM 14
73-
-1
Ir
73-
70'•71:
I :r
Ir
IFF
1 4
it
r 1
PIP
140 MPM 11•,3-
73-4'
14'
11'017
Ira'
14'
,7
73-4
Ir4•
r -7r
17-r
Ir•I
r?
13-4'
i 1r -r
14
11;7
174r
4 r
r
1 -1
11,4•
w3-
I I7-
aro
r -r
r a tr a 9023- 2 w5 R3- Rbw Perk
i AamOd Cevote
In 3 •
pm pm spm
PetlsO/
In
Spm
Endsmnl
r
3 Z 41 .
span ' spm
.
1iI r
pan
Olw
meotm
Ise up" tar
w4r
254•
opan abudaes
Isla morm4nowrod I
no In 34
am w ea apm
sewn a , ,
A Aaadad Qesea
In I 3 4
spm span aeon
PetlMp
In
apm
Endamd
3
w
4
epm
In
New
Enalewed
3
Spm
4
pm
oawhana /
ceMa.e.r
AE
Rale
teoMPH ir4'
21.4•
21-1r
Ir4•
1 2aar
21W
Ira•
tro
10:3-
Ira'
tr:r
tr-W
4W
110rP11 13-4'
21'4'
21-13-
13-3-
13--r
201-0'
w4•
14sr'
14:Ir 1t-13- If
13-4•
4-0'
120 MPH Is -Ir
2W r
2T -r
W4•
Ir4-
W.V.
W -1r 13-1r
/4'-r
n?
Ir -r" Ira
Iso-
W -Cr
123 MPH Iso
20',7
201-r
I"
lr4•
Ir4•
Ian•
13--r
1r -Ir
I :r
Irr
W -r
44'
rise MPH iFar
tsar
/3- r
Ir4'
Irr
1r-13-
Ia-•
Irl•
Ir$
11;r
Soo am W -r
/4.4•
44'1201
W-1-Ir4•
C -la
15,7
13-4'
11' -Ir
I"
r-11
13-4•
Ir4'
Ir,s
Mees Tat not mW addlh. rano eA01U • aro Wdlh • wvaAleft
mm
leo rPN 17-W
u:1r
Isr
Ira
le -Ir
Ivr
3-4•
w3-
W -w
Iran
13-01
r -Ir
r ot Ira L Nr 2 w r R3- Mm Penal alms Reef
OPm asnrha.. teanan 0100001.
Wbd Rae4
ftea In3 4
apan Spm spm
i AamOd Cevote
In 3 •
pm pm spm
PetlsO/
In
Spm
Endsmnl
r
3 Z 41 .
span ' spm
.
1iI r
pan
E+nabssd
•
- 3 ' 4
spm • Spm
OwMp I
Cedlew
A0
Reels
Ise up" tar
w4r
254•
wr
2r -r
24'r
14:13- I 1r -w
We
Fi, I
20'-r
2w•7
4r
110 MP" 21Yo
2S4Y'
294•
Ir -r
2r-13-
23-0
Ir -Ir
Ir?
Ir•I•
lrar
Ira•
Ir•11' - 4-0'
in wN IO -r
2C4r
2Vr
Ira
21-13-
2r4•
13-3-
lrar
tr4•_
14'ar.
13-4•
Ir -tot'
401
In MP" .19.1•
Wr
3<-1•
IrW
21:8
23 --Ir Ir -13- Is -13-
Isar
13--13-
Ir -r" Ira
401
10 UPN 19-r
2r4•
2r -Ir
IVW
2a -r
2W-13-
1201
loots
No
Irr
ir-4-I
Irr
C&
I OWN WI'
tr4'
trr
W -r
Ir4'
Irr
Ir -r
Wr
It -11.17 -Ir Is -13-
I"
- 4-0'
Soo am W -r
Ir c
Irr
W-1-Ir4•
Ira
11'r
Wr
W�'
I27
. Isar
I m3- I
44r
Mees Tat not mW addlh. rano eA01U • aro Wdlh • wvaAleft
5°LLI
C9
LF) L)
5i�LUZO06
~
ZOO—
>�W�WJ_
to
r�U<=D
�DD�rJ�
QOH0IXp
2yLL
W p V
w LU
w ZN N
N
W 1 N
C
Y
_���
m
w Q$
ASR 5 2003:..
10
oc 11
n
Table 7.1.5 ASowable Spans for Industry Standard Cleated Panels for Vedous Loads
Aluminum Alloy 3105 H44 or H*5
lair=fir : LOW CMYd PansM
vow
Reales
Dow stroetarr
Root
in a4
-wwas aW
serwn Ran..
a ARedrd Comm
tit 3 4
am aper spas
Pw
192
Ran
Wy Endesed
3
spas
4
nae
In
GIGS
Endaad
3
Wm
4
wan
orwh" I
Camftwar
AN
Raab
III MPH m-10'
I trs
trs
r-11-
tr-r
/r -lir
r4r
Ws
ria'
r-4•
IlrW
trs
X,r
110 UM 19,r
12'
tJa'
Ca•
11•-1-
tu•
7-7
6-11'
1--1•
741-
1--r
r•1r
r•11'
12PMPM
Ws
lrs
trs
es
101-tr
114•
1-s
1-s
1-•r
r -r
r -r
F -r
r-tr
123 MPH
Cs
1118r
trl•
r -r
1D -r
WI
e T
1-4
1-.r
Fs
11-11•
F-1-
r -r
130MPN
1-•r
113'
11tiS
rd4
l -4
los
1-.4•
1--11'
r,1-
1-i•
1-i•
Ir IV
rs
TO—O",
---
rot'
1-a•
Cs
r r
Par
Ci'
1-i•
rs
1-s
1-s
1-a'
1-s
r -r-
lam
r
rot'
es
4•
I C
Ws I
r
r-1'
1--7
-a
r-1
r-11
I r-!;
1x14-: tr: a ow Ciraned Pude Olrs Reonr
Open sberet...
wUd Reef
Rao 1a2 1 a 4
was •PGS am
sewn Rasa
9AlydrdCows
lit 3 4
"MaW aW
Padit
tat
"Ma
Enclosed
3
G
4
waft
1u
GW
Eur4oeed
a
aW
4
a w1-
Ou 1w /
CwAw"
A6
Reds
100 R" 11'1-
I 148
114• I
11ri• I
13-r
11---tr
1-a•
I 1r.T
10,s
a-11-
11'-1•
11.4•
1--S
110MPN 10111• 11-.11-
ir-r
Fir
1F -r
11-.11-
r4r
P
rs
rs
1D4'
1D -r
r -r
120 MPH tr-s
trot•
tri'
Cs
1118'
174'
1-,2'
r -r
D.Y
r-11•
rs
D-11-
1-s
123M 1W -r
MP
s 13'
IJa•
1-a•.
11.4
1 14•
r -r
r-11-
D -r I
r -1r
1-4,
r-tr
r-11-
13oMPM Aw
1r --r
tr-tr
d•11•
11111111'
114'
r-11-
o• -r
rs
rte•
Dom'
Ws
7-1r
140 MPN r-1'
1Ds
1D T
r 1•
1D-0'
1D,r
Ds
eS
1-s
6 11'
? 11-
r-1•
rte'
160 up"I e-1'
I 1Ds
19-t• 1
b:t•
1 /1--c
1D -r
B,1-
Mr
es I
es
1-.s
11-11
11-11
4-1w. 41-. ssar er..r.A 5-..-r.
Wknd
�OIaS
Opensbrreene
Ref
192 3 4
"Mwan wan
awsenRswn
LAthdrdCawa
192 1 4
GIGS was open
PsiblyEnelend
163
SIGN
3
was
4
was
In
w• ••wan
E•da..d
3
4
w••
OwlrnoI
Canm~
N
Rode
100 MPH
trs
I tN-11•
trot•
17-1r. 1 19r. 11•
lr-Y
rs
174r
trs
uDs
WV
tr-r
r-11'
110
/rot•
trl'
trot'
11•s
lw r
18-1•
r-1•
1/•-r
111s
r -IV
tr-r
1r-11-
1-i•
MWN 174r
urs
1r4r
1114•
/4r
14'4r
r -r
IW4r
iD-11-
WS
11's
/1•s
1-s
MWII 1r4•
tr-Y
tr-r
10111- IV -11'
14.4-
es
1Ds
1Ds
1--r
11•a•
11•4r
1-s
nowmi 1rs
14'4r
1r-1-
1D4r.
urs
trs
1--r
101-r
I"
r -1r
11-.11-
11-r
J-•
uoMPN
1-s
w1-
1f-11•
r -r
11•4r
11-11-
T-tr
ri•
r -1r
Ws
1Ds
1D•r
11,11
1w MPN
Ws
11:1-
11:11-
1 -s11
-4r
11.11-
r
1-s
1-s
r-11-
1 0-11- I
1D•r I1
-a
Table 7.1.5 Allowable Spans for Industry Standard Composib Roof Ponale for Vadow Loads
Aluminum Abby 31O5 M-14 or HM 1.0 EPS Con Density Faam
r:4r 2 O.Ow Panay
seraanRena•
9ARsdrdCems
192 a 4
•
PwWlyEerleeea
tit
aW
2
4
192
•
Eedeed
3
OWa
Rasrrr
t60MPN 21--11•
w -1r N•1r
2rs
waea...
Mod MwnilepM Red
Kraits 192 3 4
"Oft I am span
tertian
i AUl9hed Cewa
lit 3 4
was
tit
1-m
a
iewd
4
/it
2
4
Or.awrs/
Car Is
At
Rod,
in am tT4'
ICI'
tr-r
11---t1-
tri•
Ir -10,
1D4•
11'-r
11;1-
1118'
/1-.6'
trr
4's
110 WH s
Irl'
1-i•
14.1-
r -t1-
1s3•
1-s
1Ds
1D -r
trs
1rs
/1's
4's
1120 err
lrs
1T -1r
/1-.Y
/4'-t1-
/4'-•
es
Ws
r-'
1-s
1D-11-
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120MPN trr
21-1r 2T -r
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11141-
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123 MPN tr r
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11:r
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UM
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10
OF 11
General Notes and Specifications:
1. The MbwbV W tusbm m CMWdend to be lndustry Stsndwd' shepss. The ptoperees are based an db
dmwkW fu,,dW by Fbdds EWnidsm IMsmsfimeL Inc..
4--( 1.07 A"0243 h'
- +f WT - 0278 plf.
M ■ 0.136 h•
0'Ow
Sx- 0.137 h'
� 6063 -TB
1" x 2" x 0.044" OPEN BACK SECTION+
SCALE: r - 1'0
4-{ 1.00•
I I A ■ 0287 h'
WT- (Lm p1i
!. M ■ 0.355 h'
Oa4•I Sx■0.247 h'
V:x 3"x 0.044" OPEN BACK SECTION
SCALE: r ■ T -W
t2oir A - OA24 h'
w7"0.4SS plf.
b+- 0232 IV
0.044• + Sx - 0.234 h'
� 0053-76
2" x 2" x 0.044" PATIO SECTION
SCALE: r -1'47'
t2.07A-CABOh'
II
aINT - 0.558 plf.
k-02Mh'
0.05F + Sx - 0.279 h'
-4 8083 -TB
r x 2" x 0.055" PATIO SECTION
SCALE: r =1-0'
T 3.07-T A - OA51 h'
WT - 0.620 plf.
bc"0.339in.
OJ116• + Sx"OMB h'
-I e063 -TB
3" X 2" x 0.045" PATIO SECTION
SCALE r -1'-0•
t210`1 A-OAS1h'
WT - "m plf.
a - 0•
0.14E 0.640 h•
Sx - OA27 h'
em -Te
2" x 3' x 0.045" PATIO SECTION
SCALE: r a TV
t2O0•l
A - OJ385 h'
WT ■ 0.785 plf.
k -1.393 h•
0.057 + I Sx - OA07 h'
--1 am -To
2" x 4" x 0.050" PATIO SECTION
SCALE r -1-0•
t2.0[rl
II A - OA54 h'
Wr -1.183 plf.
+ $ k 2987 h•
O.W I� ox -1.195 h'
�L 8M -Th
2" x 5" x 0.062 PATIO SECTION
SCALE: r ■ 1'-0•
3.01V
f
A■0.716 M.'
A-OA82h'
WT ■ 0.820 pJJ.
Sof
Wr - am pit.
Ix - OA77 h•
CA +
1
Sx - DA77 h'
4
Wr-2221 pJl
e083 -TS
3" x 2" x 0.070" PATIO SECTION
SCALE r - VW
lx - 4A% h•
#- 3.07 -#�
I I
+
fI
Sx - 2A27 h'
H24 1.49
A ■ 1.081 h'
�L
6m -Th
A- 0.682 h!
wr" 1.238 plf.
0.083•ri
El
WT - 0.667 pJJ.
bt ■ 1523 h
bf-1.228h•
0 +
Sx01.015h'
Sx■0.814 h'
--4
Sm -TB
3" x 3" x 0.093" PATIO SECTION
SCALE: r -1'-0•
I tar
A-1A38h'
WT. 1.60 plf.
0.1 + b+-1JI W
Sx -1.323 h'
SM -7E
3" x 3" x 0.125" PATIO SECTION
SCALE: r - VV
4" x 4" x 0.125" PATIO SECTION
SCALE r - Nr
fi2Av
A-OA82h'
bt
Sof
Wr - am pit.
0.050• +
A -1.938E
k■One h•
6063 T-5
4
Wr-2221 pJl
3.81
A- 3.032 hl!
SOBS -TB
lx - 4A% h•
0.12E
+
fI
Sx - 2A27 h'
H24 1.49
b+ -42583W
�L
6m -Th
4" x 4" x 0.125" PATIO SECTION
SCALE r - Nr
fi2Av
A-OA82h'
bt
Sof
Wr - am pit.
0.050• +
0
k■One h•
6063 T-5
4
Sx - CAN h'
3.81
A- 3.032 hl!
SOBS -TB
2"x.1 X 0.050" TILT SECTION
SCALE. r -
IW
2.07+(
H24 1.49
b+ -42583W
0.082•
+
A- 0.682 h!
Sx"BAN h'
WT - 0.667 pJJ.
em -Th
bf-1.228h•
0 +
STRCH W/ (1)
Sx■0.814 h'
68 S.M.S. 0 24'
S083 -TB
2" x 4" x 0.050" TILT SECTION
SCALE. r -
Nr
3.07
A- 0.613 h'
Wr"0.702 plf.
+
bt - 0.773 h•
0
!3x-OJI1Sh'
SM -T8
I A■0.582 h'
WT -1.122 PM.
0.077 tK s 0.782 In'
OJ14F + I� Sx ■ 0.820 h'
-�4 em -Th
3" x 3" x 0.045" FLUTED SECTION
SCALE: r -1-0•
fi2o7-{
II A■0.772 h'
!},, WT - 0.885plL
0.008• +� b be -1.840 h•
Sx ■ OAS h!
d 6083 -Th
STfrCH W/ (1) OB S.M.S. 0 24.O.C.
TOP AND BOTTOM
2"x4"x0.046"x0.109
SELF MATING BEAM
SCALE: r -1-0•
t20(r
II A -0.964h
s, Wr-1.105
0JI57 . + a Ix - SABI
1D h
Sx-1A88063
o 5 -TB
6.4o�. i
STRCH W/ (1) 08 S.M.S. 0 24.O.C.
AND TOP ABOTTOM
2"x5"x0.050"x0.120"
SELF MATING BEAM
SCALE•r-1-0•
2o7
t
A - 1.195 Yh
s, Wr-1.255
0.067 + a k ■ 6.919h
1° Sx-1Ji85
Boat -Te
o.
STITCH W/ (1) a S.M.S. 0 24.O.C.
TOP AND BOTTOM
2" x 6" x 0.050" x 0.120"
SELF MATING BEAM
SCALE r ■ 1-0•
207
t
A ■ 1.259 h
Wr■ 1A43
0.05r + lx - 8.746 h
Sx"2.490
6069 U;d-Th
STRCH W/ (1) A8 S.M.S. 0 24.O.C.
TOP AND BOTTOM
2"x7"x0.055"x0.120■
SELF MATING BEAM
SCALE r -1'-0•
Pit
•
h•
plf.
•
h'
fi20p
A - 2250 h'
Wr - 2.578 plt
O.oSF k - 15.427 W
Sx ■ 4.408 h'
am
- TB
0
STITCH W/ (1)1+8 S.M.S. 0 24.O.C.
TOP AND BOTTOM
2"x7"x0.055"x0.120"
SELF MATING BEAM W/ INSERT
SCALE r -1'-0•
fi200•Jim-1
A-1.853 h'
Wi - 2123 pJJ.
0.07r + $ kA 1&838 h•
o Sx-4.167 h'
SM -78
STRCH W/ (1) S8 S.M.S. 0 24.O.C.
TOP AND BOTTOM
2" x 8" x 0.072" x 0.224"
SELF MATING BEAM
SCALE r - T -W
fi2oir
A" 1200 h'
WT"2280 pJJ.
k-21ABI h'
0.07r + Sx - 4.186 h'
o em -m
LE .
STrtcH W (1) 0 S.M.S. ® u• O.a.
TOP AND BOTTOM
2"x9"x0.072"x0.224"
SELF MATING BEAM
SCALE: r -1-0•
0
A - 2356 h'
Wr - 2.698 plf.
CAW + � W - 26.481 W
o Sx - 6.BB5 h'
5083-T8
STRCH W/ (1) 08 S.M.S. 0 24.O.C.
TOP AND BOTTOM.
2"x9"x0.082"x0.306"
SELF MATING BEAM
SCALE r -1-0•
{ 2.07 {
W
H t1 t2 A
bt
Sof
Ry
In. In. In. In. In. In. In.4 In.
0
GUNK
Edge
6063 T-5
4
H1 B 0.08 0.08 1.18
3.81
A- 3.032 hl!
E12%
H24 IAO
WT - 3.474 plf.
5 H1 s 0.065 0.065 0.86 2.45 4A3 0.73
H24 1.49
b+ -42583W
0.082•
+
o
Sx"BAN h'
em -Th
STRCH W/ (1)
68 S.M.S. 0 24'
O.C. TOP AND
BOTTOM
2" x 10" x 0.092" x 0.369"
SELF MATING BEAM
SCALE: r - 1 m
• :r '
� � 1
�4
Section Alloy
W
H t1 t2 A
bt
Sof
Ry
In. In. In. In. In. In. In.4 In.
GUNK
Edge
6063 T-5
4
H1 B 0.08 0.08 1.18
3.81
4.05 OJIB
E12%
H24 IAO
6063 Thi
5 H1 s 0.065 0.065 0.86 2.45 4A3 0.73
H24 1.49
1.74
rn w
0
C9 UVzN
Lu z0
z00- <
W
:)MCO 0 co
�:5pa3:
O:GmR(.)5
a
� i
Z
Lu
O
zN
co
I�
{ 2.00'x( A - 0.666 In!
I I wi"0.763 pli.
qO(r
UPRIGHT:
FROM ENDS. TOP OR BOTTOM O Dom' bx - 0.694 h' Sx"0.486 h'AND 016.O.C. MOW BEAM. y - DAOS In! Sy" 0.410 h'
0983 -To
1" x 2" x 0.044' OPEN BACK SECTION WITH
2" x 2" x 0.044" PATIO SECTION
SCALE: 2- I' -V
2" x 2' x 0.044" PATIO SECTION WITH
2" x 2" x 0.044" PATIO SECTION
SCALE r ■ Nr
x2.00'* A-0AWh'
II wT - 0.678 plf.
0.044' UPRIGHT.
f, W-0.457 h' Sx-03Mh'
0.044'
-I y - D.3M Iv By- 0.389 h-
6083 -T8
1" x 2" x 0.044" SNAP CAP SECTION WITH
2" x 2" x 0.044" PATIO SECTION
SCALE: r - r-0' '
Mnx2-V18.M.B.or
FROM OM TOP OR BOTTOM ADD
tLori
A-0.847 h!
(1) 08 x 2-11r S.M.S. @ r
1.00' S
I d
Wi - 0971 pll.
FROM ENDS, TOP OR BOTTOM
0.044' ♦
UPRIGHT:
AND 018.O.C. OR PILOT
FROM EARS, TOP OR BOTTOM
0�,
he -1295 h' Sx - 0.654 h4
HOLE W/ CAP AND (1) OB x 1/r
I
�L
ADO/rO.R
S.M.S. INTERNAL r FROM
+
1.59 2.14H24
Bim'
ENDS. TOP OR BOTTOM
LOAD APPLIEDNORMAL C TWIE
y - 0.540 h' By - 0.545 h•
AND G Ir O.C.
Sx -1.326 h'
8083 -TB
8063-76
2" x 2' x 0.044" PATIO SECTION WITH
2" x 2" x 0.044" PATIO SECTION
SCALE r ■ Nr
x2.00'* A-0AWh'
II wT - 0.678 plf.
0.044' UPRIGHT.
f, W-0.457 h' Sx-03Mh'
0.044'
-I y - D.3M Iv By- 0.389 h-
6083 -T8
1" x 2" x 0.044" SNAP CAP SECTION WITH
2" x 2" x 0.044" PATIO SECTION
SCALE: r - r-0' '
Mnx2-V18.M.B.or
FROM OM TOP OR BOTTOM ADD
{- 3.00'
I
-
{
I
1.00' S
I d
0 it O.Q OR PLLOT HOLE w/GP
AND(1)axVlS.1LS.INTERNALr
01r= OR PLOT HOLE VW CAP
I
�
A -1987E
FROM EARS, TOP OR BOTTOM
0�,
391
WT -1.509 plf.
I
wT -1.588 plf.
ADO/rO.R
bx -1.892 h'
+
1.59 2.14H24
J
kw LOW h'
LOAD APPLIEDNORMAL C TWIE
Sx -1.326 h'
8083 -TB
C DIRECTION
3" x 3"
x 0.093" PATIO SECTION WALL POST
SCALE r -+I -w
1" x 3" x 0.044" OPEN BACK SECTION WITH
3" x 3" x 0.093" PATIO SECTION CORNER POST
SCALE: r a Nr
(2)1" x 3" x 0.044" OPEN BACK SECTION WITH
3" x 3" x 0.093" PATIO SECTION WALL POST
SCALE r ■ 1'-0'
r- 4.00'-i
A"3.708 h'
WT -4246 p.lf.
k - 33278 IV
Sx - 8.314 h4
8083-T8
STITCH W/ (1) a S.M.S. a 24.O.C.
TOP AND BOTTOM OF EACH BEAM
(2) 2" x 8" x 0.072' x 0.224" SELF MATING BEAMS
SCALE. r a TV
r--4.00'-{
A - 3.980 In'
WT - 4AW plf.
k-43.963 h'
Sx - 9.770 h6
8083-T8
STITCH W/ (1) 98 S.M.S. 0 24.O.C.
TOP AND BOTTOM OF EACH BEAM
(2) 2" x 9" x 0.072" x 0.224" SELF MATING BEAMS
SCALE: r a Wr
r-4.00'--+1
A - 4.710 W
WT - 6.397 plf.
bt - 62963 h'
Sx - 11.770 h4
SM -76
STITCH W/ (1) 98 S.M.S. 0 24.O.C.
TOP AND BOTTOM OF EACH BEAM
(2) 2" x 9" x 0.082' x 0.308" SELF MATING BEAMS
SCALE r -14r
Aa 6.083 h'
O WT - 6947 plf.
Ix -85.185 h'
f, Sx - 17.007 h4
+ + 0 8983-T6
0.092'
STITCH W/ (1) 08 S.M.S. 0 24.O.C.
TOP AND BOTTOM OF EACH BEAM
(2) 2" x 10" x 0.092' x 0.389" SELF MATING BEAMS
SCALE: r-1'-0'
r- 4.00'--{
A-4.429 hl
wT-5.075p1l.
bx-48.809 In!
Sx - 9.754 h'
8063 -TB
STITCH W/ (1) 08 S.M.B. 0 24' O.C.
TOP AND BOTTOM OF EACH BEM
(2) 2" x 8" x 0.072" x 0.224" SELF MATING BEAMS
W/ 2" x 4" x 0.038"
SCALE: r -1'-0'
A- 4.702 hx
WT -5.388 W.
bx- 62.947 h'
Sx -11.425 h'
SM -Te
STITCH W/ (1) a S.M S. EZ 24' O.C.
TOP AND BOTTOM OF EACH BEAM
(2) 2" x 9" x 0.072" x 0.224' SELF MATING BEAMS
W/2"x4"x0.038"
SCALE: r - Nr
A -5.187E
WT - 6020 plf.
bt - 89.782 h'
Sx -12.BM h•
6083 - T8
STITCH W/ (1) 08 S.M.B. 0 24.O.C.
TOP AND BOTTOM OF EACH BEAM
(2) 2" x 9" x 0.082" x 0.308" SELF MATING BEAMS
W/ 2" x 4" x 0.038"
SCALE: r ■ Nr
r4.000' -T
d
N
A"8249 h'
wT ■ 7.180 plt
bx - 101.446 M!
Sx -18.901 h4
9093-T8
STITCH W/ (1) M S.M.S. 0 24' O.C.
TOP AND BOTTOM OF EACH BEAM
(2) 2" x 10" x 0.092' x 0.369" SELF MATING BEAMS
W/ 2" x 4" x 0.038"
SCALE: r - Nr
Sectbn Alloy
W
H tl t2 I A IIx
(2 n x2-Vr BMA o r
FROM ENDS, TOP OR BOTTOM AND
1.00' S
I d
Rx
01r= OR PLOT HOLE VW CAP
I
�
A -1.367 h4
AND (1)N x VI SMS. W1ERMAL r
FROM BM IDP OR BOTTOM
H1 B 0.08 0.08 1.18
391
WT -1.509 plf.
MTD 0/r O.C.
♦
1.44
bx -1.892 h'
5 HI 6 0.OBS 0.065 0.96 2.45 4.43
1.59 2.14H24
J
Sx -1.281 h4
LOAD APPLED NORMAL TO THE
r DIRECTION
1" x 3" x 0.044" OPEN BACK SECTION WITH
3" x 3"
x 0.093" PATIO SECTION WALL POST
SCALE r -+I -w
Mnx2-Vr8.MAor
FROM BDB. TOP OR BOTTOM AND
190' S
I d
0/r O.C. OR PLOT HOLE W/ CAP
1
A -1.654 h4
AND (/)n x Vr BaLS. WMVdAL r
WT -1.095 p1f.
FROM ENDS, TOP OR BOTTOM
AND 01rOr-
+
bt-2.28Dh'
Sx -1.607 h'
LOAD APDL ED NORMAL 70 THE
r DIRImnON
I I
8883 - Td
+- 4.00'
(2)1" x 3" x 0.044" OPEN BACK SECTION WITH
3" x 3" x 0.093" PATIO SECTION WALL POST
SCALE r ■ 1'-0'
r- 4.00'-i
A"3.708 h'
WT -4246 p.lf.
k - 33278 IV
Sx - 8.314 h4
8083-T8
STITCH W/ (1) a S.M.S. a 24.O.C.
TOP AND BOTTOM OF EACH BEAM
(2) 2" x 8" x 0.072' x 0.224" SELF MATING BEAMS
SCALE. r a TV
r--4.00'-{
A - 3.980 In'
WT - 4AW plf.
k-43.963 h'
Sx - 9.770 h6
8083-T8
STITCH W/ (1) 98 S.M.S. 0 24.O.C.
TOP AND BOTTOM OF EACH BEAM
(2) 2" x 9" x 0.072" x 0.224" SELF MATING BEAMS
SCALE: r a Wr
r-4.00'--+1
A - 4.710 W
WT - 6.397 plf.
bt - 62963 h'
Sx - 11.770 h4
SM -76
STITCH W/ (1) 98 S.M.S. 0 24.O.C.
TOP AND BOTTOM OF EACH BEAM
(2) 2" x 9" x 0.082' x 0.308" SELF MATING BEAMS
SCALE r -14r
Aa 6.083 h'
O WT - 6947 plf.
Ix -85.185 h'
f, Sx - 17.007 h4
+ + 0 8983-T6
0.092'
STITCH W/ (1) 08 S.M.S. 0 24.O.C.
TOP AND BOTTOM OF EACH BEAM
(2) 2" x 10" x 0.092' x 0.389" SELF MATING BEAMS
SCALE: r-1'-0'
r- 4.00'--{
A-4.429 hl
wT-5.075p1l.
bx-48.809 In!
Sx - 9.754 h'
8063 -TB
STITCH W/ (1) 08 S.M.B. 0 24' O.C.
TOP AND BOTTOM OF EACH BEM
(2) 2" x 8" x 0.072" x 0.224" SELF MATING BEAMS
W/ 2" x 4" x 0.038"
SCALE: r -1'-0'
A- 4.702 hx
WT -5.388 W.
bx- 62.947 h'
Sx -11.425 h'
SM -Te
STITCH W/ (1) a S.M S. EZ 24' O.C.
TOP AND BOTTOM OF EACH BEAM
(2) 2" x 9" x 0.072" x 0.224' SELF MATING BEAMS
W/2"x4"x0.038"
SCALE: r - Nr
A -5.187E
WT - 6020 plf.
bt - 89.782 h'
Sx -12.BM h•
6083 - T8
STITCH W/ (1) 08 S.M.B. 0 24.O.C.
TOP AND BOTTOM OF EACH BEAM
(2) 2" x 9" x 0.082" x 0.308" SELF MATING BEAMS
W/ 2" x 4" x 0.038"
SCALE: r ■ Nr
r4.000' -T
d
N
A"8249 h'
wT ■ 7.180 plt
bx - 101.446 M!
Sx -18.901 h4
9093-T8
STITCH W/ (1) M S.M.S. 0 24' O.C.
TOP AND BOTTOM OF EACH BEAM
(2) 2" x 10" x 0.092' x 0.369" SELF MATING BEAMS
W/ 2" x 4" x 0.038"
SCALE: r - Nr
Sectbn Alloy
W
H tl t2 I A IIx
Rx
In. In. In. In. In. In 4 In.4In.
= In.
Gutter
Edge
6063 -5
4
H1 B 0.08 0.08 1.18
391
4.05
V
1.8 1.85
H24
1.44
6063 T-5
5 HI 6 0.OBS 0.065 0.96 2.45 4.43
1.59 2.14H24
1.74
OF 11
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OFFICE COPY
PLANS- REVIEW
Gly pF SANFORDED
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OFFICE COPY
PLANS- REVIEW
Gly pF SANFORDED
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