HomeMy WebLinkAbout99-9017
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Property Owner: J\~r her+- Drc..(.....,
Job Address: ji 720 VIA \ L~"" C:II" C (~
Parcell.D.N 02-2'-1./~ 0010, DOOoo- 0010
BUILDING PEeRMIT 9017'
CITY OF ZEPHYRHILLS Permit
(813)788-6611 DOl' _/1/ rin
ME~ICAL
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BUILDING
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PL~NG
Sewer Conn
ELECTRICAL
Water Conn:
Water Meter:
T,I.F.'s:
Zoning: Energy Code:
DescriDtion of Work C o.r PO ,;J-- J
Radon Gas:
S"' c rE."e ... rOo ..-. ... c; "- e.<<'
NO OCCUPANCY BEFORE C.O.
FINAL
C.O.
"2 - 2-41- C).
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Inspector
~
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~
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......
City License Registration #
State Certified License#
Pe,m;t Fee ;/to- '" ~
-Signature <t t...
Company
Address
.-:relephone# 7{~- 1((, ~
Valuation or
Contract Price
rJA
0,-, #\ ~
tJL..;#,\e.r
FRM.
Insul. CL
WL
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
Final
BUILDING
j Ftr, /2o'~~_
1 Pre SLB / J -ZJ"fo'cef'i!!'i)
, Lintel
}
ELECTRICAL
Driveway
r ~ 7-/t-bb :JfZ-
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($ 25.00) shall be made for each trip for each trade:
a, Wrong Address
b. Condemned work resulting from faulty construction.
c. Repairs or corrections not made when inspection called.
d. Work not ready for inspection when called.
e. Permit not posted on job site.
f. Plans not at job site.
g. Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
'"
gAPPLICATION FOR PElUfiT
no 1'7 CITY OF ZEPHYRRILLS
~I BUILDING DEPARTMENT
DATE RECEIVED
PLANS REVIEW FEE
OWNER'S NAME 1/'~{A..r..It ~.AAt'2:rU
JOB ADDRESS ..3 t'J ~ L/.1.J. .:...CJ.~L: &~
LEGAL DESCRIPTION: LOT(S) I BLOCK
~ O? -e?C - :U-c:JOIC - ODD 0 C - C) Q / 0
PHONE f / -3
-'"
7 / 0 //, ~
/'
SUBDIVISION {./<-LLL6f..~ ~ o-t..JJ..J
t7
(OBTAIN FROM PROPERTY TAX NOTICEl
PARCEL ID #
WORK PROPSED: [JNEW CONSTRUCTION
[J ADDITION
[JALTERATION
[J REPAIR
,{(INSTALL
[J SIGN
[] MOVE
[] DEMOLISH
PROPOSED USE: []SGL FAMILY DWELLING
[] COMMERCIAL
[]MULTI-FAMILY
[] INDUSTRIAL
[J# OF UNITS
[J SWIMMING POOL
~MOBILE HOME
[J OTHER
D RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK --/'1..{> -...l.4L..:J/a.Lla7~"'()-J ,ytJ a-7la C A...A-"11..:'JiLt:;
Y
SQUARE FOOTAGE
BUILDING SIZE
d,~+
HEIGHT
RESIDENTIAL:
COMMERCIAL:
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
1/
..{21' BUILDING
" ELECTRI CAL
[] PLUMBING
[J MECHANI CAL
$
/
PERMITS REQUESTED
VALUATION OF TOTAL CONSTRUCTION
~
AMP SERVICE
[] FLORIDA POWER
[] W.R.E.C.
$
VALUATION OF MECHANCIAL INSTALLATION
[J GAS
[J ROOFING
[J SPECIALTY
[J OTHER
TYPE OF CONSTRUCTION: [J BLOCK
[J FRAME
[J STEEL
[J OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREA[] YES
[J NO
SIGNATURE
WA~
COMPANY ~lo'\ <.,r
STATE CERT OR REGIST #
CITY PROCESSING #
BUILDER
******************************************************************
ELBC'>RICrAN ~
SIGNATURE ~ 4,11
COMPANY OLuY'l ~
STATE CERT OR REGIST #
CITY PROCESSING #
******************************************************************
PLUMBER
SIGNATURE
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
**********~*******************************************************
MECHANICAL
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
OTHER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
~ The undersigned understands that this permit may be subject to ~deed restrictions" whi~h
may be more restrictive than City regulations. The undersigned assumes responsibility for
compliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they may be required
to be licensed in accordance with state and local regulations. If the contractor is not
licensed as required by law, both the owner and contractor may be cited for a misdemeanor
violation under state law. If the owner or intended contractor are uncertain as to what
licensing requirements may apply for the intended work, they are advised to contact the
City of Zephyrhills Building Department, 813-788-6611.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) sign portions of the ~Contractor Sections" of this application for which they
will be responsible. If you, as the owner signs as the contractor, you are indicating that
you, rather than the contractor, are responsible for the work. If the contractor wishes
you to sign as contractor that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in the City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of ~Florida's Construction
lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture
and Consumer Affairs. If the applicant is someone other that the ~owner", I cerify that I
have obtained a copy of the above described document and promise in good faith to deliver
it to the ~owner" prior to commencement.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the information in this application is accurate and that all work will
be done in compliance with all applicable laws regulating construction, zoning, and land
development.
Application is hereby made to obtain a permit to do work and installation as indicated. I
certify that no work or installation has commenced prior to issuance of a permit and that
all work will be performed to meet standards of all laws regulating construction, City
codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other governmental agencies may apply to
the intended work, and that it is my responsibility to identify what actions I must take to
be in compliance. Such agencies include but are not limited to: *Department of
Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment
*Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas,
Altering Watercourses
*Army Corps of Engineers-Seawalls, Docks, Navigable Waterways
*Department of Health & Rehabilitative Services, Environmental Health Unit-Wells,
Wastewater Treatment, Septic Tanks
*U.S. Environmental Protection Agency-Asbestos abatement
I also certify that, if fill material is to be used in Flood Zone ~A" or ~A,etc.", it is
understood that a drainage plan addressing a ~compensating volume" will be submitted which
is prepared by a professional engineer registered in the State of Florida prior to permit
issuance.
A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes,
nor shall issuance of a permit prevent the Building Official from thereafter requiring a
correction of errors in plans, construction, or violations of any code. Every permit
issued shall become invalid unless the work authorized by such permit is commenced within
six months of issuance, or if work authorized by the permit is suspended or abandoned for a
period of six months after the time the work is commenced. One 90 day extension of time
may be allowed for the permit with fee charge of $15.00. The extension shall be requested
in writing to the Building Official. An approved inspection must be logged during each six
month period, or the project will be considered abandoned.
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. JOBS UNDER
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A ~NOTICE OF COMMENCEMENT".
~~ -< ,,~<-I ~6tf~ ~! A M ""'7
ATURE: OWNER OR AGENT S A'rURE: CON~
STATE OF FLORIDA ~L~~
COUNTY OF r ~~
The foregoing instrument wa~ rcknowledg:~
Befor.E1 me this ~ day of tJL/2.vt!'Wr, 19.LL
by--'=l~..b....y+ D,..",-~
(name of person acknowledged)
Owho is personally known to me, or
~ p.L.tr
I!:r who has produced 9. 70 3;1.4 35" )). '(.
(type of identification)
~id not take an oath.
STATE OF FLORIDA
COUNTY OF
The foregoing instrument waJUackjowledged
Befor~e this ~ay of /I1/)v~"..b~r , 19:!!l
by ~('b~rt)'" --
(name of person acknowledged)
C1ho is personally known to me, or
~o has produced /J.r.A...t~ ~
(type of identification)
and who did ~id not take an oath
pt::(..sc~
person taking acknowledgement
Si
person taking acknowledgment
Name typed,
~~~ Suzanne Bahr
iiifA'f:. ' CQRIII!ilIo~~90817
~~\.A.~E Expires NOV. 15, 2002
-:.,:"i.."....~>~ BONDED THAU
'"p!',f;,>' ArtANTIC <lONDING CO., INC,
Name
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DISCWSURE STATEMEBT FOR OWNER
CITY OF ZEPBYRHILLS BUILDING DEPARTMENT
(""iW.fA-7- ~-YV have read and fully understand and agree
provisions of this instrument."
I,
to the
The undersigned states and affirms
renovating, adding to or reroofing
occupy, or will occupy by
sale. That he or she shall comply
that he or she is desirous of constructing,
his or her own domicile, that he or she actually
said domicile, and same is not for rent, lease or
with the following conditions:
1. That the owner and he or she alone shall act as the builder for all phases
of construction.
2. That the owner will comply with all provisions of the City of Zephyrhills
ordinances and codes pertinent to the building.
3. That in the event various phases of construction are subcontracted, he will
engage only properly liceIlsed subcontractors and will personally supervise
such work.
4. That in the event the Building Inspector shall require corrections to be
made, the owner will assume full responsibility to insure they are made, and
upon completion will call for a reinspection before proceeding with the
building.
5. That the owner shall assume full responsibility for the construction and
will not expect supervision of his work from the City of Zephyrhills
Building Department.
6. That prior to final inspection any additional fees, including reinspection
fees, must be paid in full. A written request from this office shall
constitute an official notice to pay additional fees.
7. That the owner shall comply with all City, State and Federal laws in regard
to social security, workman's compensation, lien laws, etc., where
applicable.
8. That the owner shall comply with all the safety codes issued by the Florida
Industrial Commission.
9. State law requires construction to be done by licensed contractors. You
have applied for a permit under an exemption to that law. The exemption
allows you, as the owner of your property, to act as your own contractor
even though you do not have a license. You must supervise the construction
yourself. You may build or improve a one-family or two-family residence or
a farm outbuilding. You may also build or improve a commercial building at
a cost of $25,000 or less. The building must~e for your own use and
occupancy. It may not be built for sale or lease. If you sell or lease
more than one building you have built yourself within 1 year after the
construction is complete, the law will presume that you built it for sale or
lease, which is a violation of this exemption. You may not hire an
unlicensed person as your contractor. Your construction must be done
according to building codes and zoning regulations. It is your
responsibility to make sure that people employed by you have licenses
required by state law and by county or municipal licensing ordinances.
DATE: II-~, ._
WITNESS: ~ ' ~
/
WITNESS:
PERMIT #
"':..~n~'I,, Suzanne Balli
~~~.:~ Commission # CC 790817
~;{ II j::E Expires NOV. 15, 2002
~,"":1" ....~ BONDED THRU
""~,~\,,, ATLANTIC BONDING co.. INC.
DATE:
I \
OWNER: ~~,' r:;;/i./,.~t .J_'lH
ADDRESS: ~ 5? 7 ~ 0 tA I f~$\ I l (:'~~'i~l.(
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PH: '7/~ / /6(.,
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IF PI. '!'WOOD IS USED FOil COR."e:R BAACING
\'I/l!H FOIL ElACKED FOAM BEING USED FOil THE
V~ ElARRIE~ V1SOUENE, TAR P,lJ'ER OR
SOI,4E 011-;ER SUITABLE PRODuCT I,4UST BE
USED O~R 11-;E WOOO
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eRIOGING 4ao ON CENTER
5.8' PL '!'WOOO DECKING
F ACE GRAIN PERF'!;NOIC\J\...AA
TO JOIST
DOUBLE 2 x, TOP PI.A~
IF A FOURTH FAA...E \'I/ALL IS REOUIRED, ALL
FAAl,4ING ....NO :lRACING SKAlL BE !HE SAME
AS FOR 011-;ER WALLS OR PROVIDE ALUMI,NUM
:lEAMS OR \'1/000 HEADER AS REOUIRED FOR
SPAN
\'1/000 OR AlUMINUM FRAME
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HEADER SIZE
SEE TABLE BELO\'l/
HOST STRUCTURE
TO w..NuFACru~RS S?EC;FI(AIIONS
ANO INSTRUCTiONS AS SUP?LIED BY
THE V1.""'Y1.. $IOING COMPANY
CE,NTER LEDGER PIER
I<.'iEE BRACE REQUIPED FOR
HEIGHT OY:R ,'-<)0
2' x 6' JOIST ",ANGER EACH E.NQ
:loin' CO(;C?ETE SLJ.'3
NAiLI.N(j: NOTE:
SIDING OY:R FUR.:Wo;G STRIPS:
10 S"'A"K ALl;M,NU,,", ,'OAIlS OR EQt,;Al,
SIDING OVER FOA."':
'.lJ" Sl-'A"iK ALt,;MINUM NAllS OR EOi.:Al.
SIDING pqO?ERL Y A??LIED OY:R PROPE'<i. Y
FRA."'EO STRvCT\JPE COMPLIES \'I/1T1-1 100 /,\,?,H.
1'00 M.r H, .....NO 120 M,P,H, \'1/1.'10 ZONES
S?;:C;;:IEO IN Sacci AND 80CA CODES
BRACiNG FOR COR.NE,RS SI-'.Al!. :IE 'rz' 4 PLY
COX ;>'. '!"NOOO ;:OR WOOO ST1JOS @ 2" O,C.
NAJLEa \'I/1TH ~ COMMON 6' O,C, EDGES .....NO
,,, 0 C, FIELD
FOR STRUCn:RAJ.. GMD::: rriERI.,(Al. PLY STUDS
SHAlL 8E 16' O,C, ....NO NAILING OR SCREW
PAITE,'<N SAME AS COX WITH NAiLS OR SCPEWS
PER f,W<UFACil.iRERS S?EC,;:'CJ- TIONS
AL TER,"-:ATE SRACING SI-'.AU 3E ,.,/.' x ~'GA.
GAl.V.....NlZE!:i COIL STRA? X.BRACEa TO STUDS
\'1/1 (1 I :::8<l COMMON P~il. Si\JO Oil. ,. 'i.' x O,C4<)'
ALUMINUM STRA? X.:lRACEO ....NO !'>AiLEa 70
STUDS \'1/1 (2) '.Ii" ALUMiNUM MILS ~CH ST1JO
FRA.ME .....NO Al.UMINUM SCFl.=;:,N,
V1NY1.. OR GLASS W Al.L
,c':)R lUM3Li:: COLVMN~ -,NCHeR
\'1/11.., GAl.VA.NtZED ?OST
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--./'
TYPICAL WOOD DECK
I }ALl WA:.J.. ;:;l.....MING 160 ON CENTER
(EXCE"TION: 2'" O,N CENTER ;:OR
\'1/000 S70?.AGE il.ooM)
2)P1E.'I. ?OST CA.N S" :lOL 7E!:i TO
Sv..s OR CONTi.'iUO'JS FooTEFl.
Oil. ...AV'E ISOlATED CONCR:.E
FOOTER ::ACH PIE,~
(SEE DEi Ail)
3)CE,"TER Si'?INGE'l. REQUIRED IF
OE?T:"', OF OED< EXCE::OS 10'-<)0
. )HURRICANE A.NCHOR ::ACH JOIST
TO C:,NTEq STRINGER
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OR 3' x 3" x 0,0900 ALUMINUM
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L:!:iGE'l. SUPPORT
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TYPICAL WOOD FRAME
ATTACHED TO STANDARD CONSTRUCTED HOME
OR MOBilE HOME MANUFACTURED AFTER 1984
LEDGER SUPPORT DETAil
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SEE ~A.M3 ;:?AM: OCT AIL
III " I I: II-
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. I TO? Pl.ATE MUST BE PRESSURE TREATEO II' I
.i 11 PIN;: OR KAV'E VA?QR 8ARHIER BET\'I/~EN -; I
;1 \ AlUMIN1,iM .....NO wOOD ... II I I
~I ~ i) I I F~ING TO 3" clt;SH ~ ! ~ J ~
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"x '" TOP ?:.ATE NON-STRVCTURAJ..
ATTACH TO ALUMI.'i'JM:lEAM \'I/1TH :10 x
20 S,M,S, OR liS" TO FASTE.N PA.NS TO
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?OSITION STUD
JAMB FAA...E OET AIL
WCOD FRAME GARAGE DeOR
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JOIST' BUCKETS 2 x 6 FLOOR
~ JOIST @ 16'" ON CENTER
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"'" ~.A.X. SP....N 3El'WEEN SUPPORTS ...",
A SEE SCHEDUU: 3ELO\'l/
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DEC";ING MAY:le 5.8. OR 3/'. p.... '!"NOOO OR 5/.' x 6. OR 2 x 6 "'........"Kl,NG
NOTE: SEE SeCTIONS (PAGE 66)
TYPICAL WOOD DECK FRA.'vlING PLAN
Girder Suppo" Spacing
TY?e Giroer
l.r. ..
2, r x 8"
Girder Spln:e
Foints.
Sp.n Scr.....n SUP\>Ot'l Sp"c.ng
Two S~ans Three S~I"tS
F'OVI Of M;)r.
SlngJe Sp.n
5'.'()"
;, .IC'"
~ ..
0"
;.9-
i.:
!' -!"
!"~"
0'::;-1 i.n"
...~
6' . ~. { e-. ~ -
S'-: I 7."-
. "'...sen<: ~ ~ s~,s I Z~7;;~)
Notes: ~SS:JTlee ''..rl:-er 10 ~;:~ se:~ ;or'...oe"se " i?
Yia.xI~vt1'l ~0Ct IeaC .:.::=;s:: ~
S~S a>scPe<: to :.. =.a<
3a.s~ Cf'" ~a..tlm~ ~jr, ..,.,c:n ~ ~'5".::r
. '-
W<=
<: -
. ,.. '"
Q..5~
III
~-~~.
Q) U <:' ~
C'-Z,-.,
<= 0 .... '"
C"'>::e~
ciS~C3~~
....:re_
, '~ ... w ;;
W '" 5 Z e
o '" Q ><
Q)'cog:<
uffi~~L4
C"''' '"
Q)~~>-
L.-~O
3:""0
ro,~
"iHE DEStCNS .....ND S?A.NS SHOW~ 0.... THESE ORA\'I/1.NCS All:.
:lASED 0" 11-;" LO".o REOUIREMe,'iiS FOR ThE ;:OUO"H1NG
CODES:
1) ST.......DAAO BUIlC)ING CODE 1997, Cl-'.A?TER 16
INCLUDiNG ssm 10-*
2) BOCA NATIONAl BUILDING COO::: 19'506
3) ic:.XAS D€?AATMENI OF I....S:.JRA.NCE \'I/1.'iDSTOR.M
RESIST .....'11' CONS TRVCTIO.... 19S8
\'I/1.NO LOAD ,0 SNOW LOAD CO~RSION T A3lE:
so 'i"R SNCN< lc.o.:l OuteN SHOw lCA:JMNO l~'!lUl,;)>o(; ~
S.25./SO,FT,3.15"Sa.FT, 95 MPHIO?S'I
2&-30 1/ SO, ", 5' .70 , I sa, FT, 100 MPH IO"EN
31.:;S"SQ,FT, 6,.70#lSQ,FT, '2'JMPHIO?SN
I ~.I SQ, FT,I 61.70 'I SQ. Fj', "0 MPH I E.'IC-O-SED
/61.70 II so FT,' 61.70 # I SQ, FT, 12'J MPH I ENo..OSCD
SC'-f:cr ~ ~ ""AU. ~e:W6e..CU F"~ ~^i't """"""~:.C;.O 'r.....a..u
i<:XAS CO,~RSIO"" T A3LE:
\'I/1NO ZONE
SEAWAAD OF fCW. .
INlAND OF I.CW '
, INTERCOASTAl. WAT"ER\'I/AY
JOB NAME;
ADDRESS:
1
C~.A"";~.G Fe". C'iE P~"-,VIT ONL'"
6
OF
_,,;,),r
:-~..'i'_:!.i~
EPS W~L P......EL
314' Pl '!'WOOD DECK (OP'iJOKAL)
514'.5' OR 2. S DECK ___.
.---.- - ._.-
;---:':0':- 0/n
@\S'OC, I i\! il
V 'i';1
1. 1 I2"'l )'. O,O{,O' RECEIVING CHANNEL
"0.1(2" S M S @ S' O,C, MIN,
eOTH SIDES
1/4'. '.\,'2'LAG SCREW wi
516' WASHER AT 24' O,C,
AL TERNA re DOUSLE SffilNGER
FOR CA."mlE'VER OVER )'
FROM MAl~ SffilNGER
COMPOSITE PANEL WALL TO WOOD DECK
ALUMISUM PCS. seE TA3L: ----........~
314' PL '!'WOOO DECK _~
~ --
\j'l'~
1',1 \,.., 1,1, 711---['1
~ 2' . 5" OR 2' . 6'
~'..oc
V 'I' ,:
EX7'i".UOEO ALUMINUM BASE
CORROSION RESISTANT THRU-aOlT
PER SCHEDULE
U-c\.I?
I....G SCREW se:. TABLE
AL T'ERN,'T: DooS'.:. ST;l.INCL~
FOR CA.';TlLE'VER O~ :r
FROM MAIN STRING E.:>,
TUSE COLUMN SASE SCHEMATIC (iNTERNAL BASE)
~4' PLYWOOD DECK "'"'
I,
(y-
· 1- G
SCREWS SEE TA3LE
LAG SCR;o'IS SEE TA3LE
I(2"lAP
AL T:.R.....A r: DOUBL::: SffilNGeR
FOR CA.';lllE'VER OVER 3'
F,ROM ,YAJ~ S'Ti'l.ING:.R
SCREEN ROOM WALL TO WOOD DECK
~
~.a
I~~
I
I
I
..!....II
r
(1
I
1/4")' 60l TS OR T.BOl TS INTO 3j:-- ~
CONC~.E SlA3 AT '" ON Ce,"/iER "/
WI~ \ill' x \.\(2" WASHERS -f~
SI
"'-
~ x,' WOOO SCREWS WITH
51'S' WASHERS (J) PER PANEL
2' x 4' TO? PlAT'E
PRESSURE ffiEA T'ED PINE
SHEA THING:
1(2" PlYWOOD OR STRUCTURAl
GRADE TI-iER..Y.Al. PL'( wi SIDING
. .
;
~
,
AlUMINUI.t COYER (SEE CONNECTION
TO HOST STRUCT\lRE)
Pt.A res TOP AND BOTTOM
HURRICA."E ANCHORS WITH NUMSER
OF NAllS PER MANUFACTURES SPECS
2' x 4' sruos
PRESSURE ffiEA reo 2 x 4 PlATE
'\
" "
, ............. '-- 5' x 5'. ,0 x '0 \\'ELDED WIRE MESH
:-- _ =50 aAR CO...."sUOUS
FOOTING CPTIOIV.L AS ;:':.QUIREO
UTIUIY SHED IYPICAL WALL SECi/ON
(4) :'0. \.1,'2' SHE:T ME7AL SCR.."\VS
EACH .......GL.:
1.1/'2" x ~'12' SPACE::l BLOCKS
ALUMINUM BEAM ;=RAMING INTO CORNER
OF WOOD FRAMED UTIUIY SHED PLAN VIEW DET AlL
Allowable Header Spans for Exterior Bearing Walls
Headers Co Headers Constructed of#2 Grade Spruce, Pine or Fir with 1/2" Plywood Spacer
Supporting Supporting Roof and Ceiling Loads Only
. ~;;'.j,--
,'.2' C1-'A",s:l
I
~
I
1\ ~, hI-,<----
',: (I "
i X I / i
ii, i \
, 0
'i V ~
MINIMUM \.112'
2' . 5" OR 2" x 6'
@woc,
"0 M,P,H, I 2S ::.'Sq, Ft.
He a de r S i:e
Roof Span
2 I 6
S.? F,
2
6
'0
'4
'8
22
26
)0
n
, 9'.9-
13'-0-
" '-0'
, 0'-4-
9'-0-
8..'0-
8'.5-
B'~-
,., 0-
Wind Load I Applied load
120 M,?H. I 29 #lSq, Ft.
header Size
'2 ?I""E
, IN; IS tne reqUlled !lum~r 01 jac:.. slues If t,'e numCer of lac. studs is (1) then tM neader may be supponed 'Jy a Semco Of equal IO'Sl
evek el
Jack slues a'e assumed:o ce:2 Spfuce, pIne, or r,r
2) Use nO M PHI 2S Sq Ft IOt....,1'O des,<;n SP~S less tnan \10 M P H
~) 6u"o,I'<; .....o:n '5 measur~ ~f?e,'o'cu:ar to lne ndge Fo' w,c;ns cel~en \nose 5 nQw1'1 , s~ns "'-ay ce 1,':e?O,ale-:l
Notes:
, '
D:T AIL #,
LAG SCREWS SEE TABLE
TI-lRU BOlT SEe TA.3LE
AlUMINUM U-<::LIP OR ANGLE
1"nIC1<."ESS EQUAl.. TO OR
GREATER ThAN POST
AlUMINUM POST
seE TA3lE
TI-iRU SOl T SEE T ASLE
IoAASONRY....';CHOR
SEE TAStE
----
i
~
~
i I
~
!VA-
Wooo BEAM
lAG SCREWS SEE TA3LE
:n
3' x 12' x 'ill'
AlUMINUM srRAP
3' x 3' x 1ill'
A1.I,;M1NUM ?1.A TE
~!
:x::
\:)i
- ~
W...J
J: ~
~ ,...
;),
:::.~
~,~
AlUMINUM POST
SEE T ABL:
2" . 2" . lill' ALUMINUM
.......GLES WIn; (2) "4' x
1"MRU-BOl is SEE TA3lE
DETAIL ~
CONVENTIONAL ,A.llJMINUM CONSTRUCTI'J~~
F-ORCH POS r CONNECTION
i,i~
I '
! !
;;----
I~
)~
E
1/40 X 2" LAG SOL T (2) PER POST
1'.2" .OP ""...0 SOTTOM PLATE
SCR~W 'Z-J' O,C,
TYPICAL POST
'10 x 1.1(2" SCR;WS (3) MIN,
PER. PeST rop """10 SOT,
'14" ,Y.A.SVNRY ANCHOR (2) PER
INlO CONCRETE SCREEN ROOM
(21 AT ?OST ""'10 2'-<;' o,c.
ALUMINUM SCRE~N ROOM WALL
UNDER WOOD ;=RAME PORCH
~
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u..J Z
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u w <:
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,).;=w~
W~65e
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U ~ n....
C <: · :JJ
Q.)i3 -
L-<:
~
ro_
()
2
Ci<
~
\,
,....~~~.~
(2) SIMPSON H-5 CLIPS OR EQUAL
DOUBLE 2" x 6" P,T,P. WITH 314'
PLYWOOD (PT) SPACER NAILED WITH
#16<1 COMMON GAlV, (2) EACH 16' O,C.
CENTER OF GIRDER B-B
2 x 6 FLOOR JOISTS FASTENED TO
DOUBLE 2 x 8 GIRDER WITH SIMPSON
H-2.5 HURRICANE ANCHORS AT 16' O,C.
CONCRETE BLOCK PIERS AT 8'-<l" O,C,
CONSTRUCTED ON 4 X 16 X 16 CONCRETE
FOOTING PAD, CELLS POURED SOLID WITH
(2) #50 BARS AND (1) SIMPSON H-6
ANCHOR IN EACH CELL FASTENED TO
DOUBLE 2 X 8 GIRDER
314' PRESSURE TREATED PLYWOOD
OR 2 x 6 PRESSURE TREATED DECKING
, ,
~,
CONCRETE BLOCK OR TREATED WOOD
PIERS AT rr.J:i' O,C.
.r
, f
FOOTING TO DECK CONNECTION SECTION A-A
314' PRESSURE TREATED PLYWOOD
OR 2 x 6 PRESSURE TREATED DECKING
CONCRETE BLOCK PIERS AT 8'-<l" O,C,
CONSTRUCTED ON 4 x 16 X 16 CONCRETE
FOOTING PAD
AUGER AT EACH PIER FASTENED TO 2 x 8
GIRDER WITH FLAT STRAP
2 x 6 FLOOR JOISTS FASTENED TO DOUBLE
2 x 8 GIRDER WITH SIMPSON H-2.5
HURRICANE ANCHORS AT 16" O,C.
OR 2" X 6" JOIST BUCKET
ALTERNATE FOOTING TO DECK CONNECTION SECTION A-A
2''{)' MIN.
BEFORE SLOPE
f
f
3-1/2"
TYPE I
FLAT SLOPE I NO FOOTING
0.2'/12"
TYPE I I
MOOERATE SLOPE FOOTING
2"/12" .1'.10"
OPTIONAL CONCRETE eN' BLOCK
OR BRICK
~
r
~
~
'"
CO>
(1) #4 BAR AT CORNERS AND 10'-<l"
ON CENTER FILL CELLS AND KNOCK OUT
BLOCK TOP COURSE WITH 3000 PSI
PEA ROCK CONCRETE
RIBBON FOOTING OR MONOlITHIC
IF MONOlITHIC SLAB IS USED SEE NOTES
OF DETAILS BELOW
k.,
10
~~
~ 12"J
ANCHOR ALUMINUM FRAME TO WALl
OR su-.a WITH 1/4' X 2-112" MASONRY
ANCHOR WITHIN 6' OF POST AND 24'
ON CENTER MAXIMUM
(1) #4 BAR CONTINUOUS
8' X 8' X 16" BLOCK WAlL (MAX. 32")
(1) #5Q.l BAR OR (2) #413 BARS
MiN. 2-112" COVER
GAlV, METAL STRAP (14 GA. X 1")
KNEE WALL FOOTING FOR SCREENED ENCLOSURES
'~
CONCRETE FILLED BLOCK STEM WAlL
8' x 8' X 16' C.M.U,
WELL COMPACTED CLEAN FILL OVER SACRIFICED
NATURAL SOIL 90% RELATIVE DENSITY
ALUMINUM ATTACHMENT
3-1/2" CONCRETE SLAB 6 X 6 -10 X 10 WELDED
WIRE MESH OR FIBER MESH CONCRETE
VISQUENE VAPOR BARRIER UNDER SLABS
HAVING STRUCTURES ABOVE
~
~
10
CO>
1 ,
10 '\.---
>l:--'j<-- .
8' X 12" CONCRETE FOOTING WITH (1) #5 CONTINUOUS
LOCATE ON UNDiSTURBED NATURAL SOIL
(1) #5 VERTICAL BAR AT CORNERS AND 10'-<l" O.C.
RAISED PATIO FOOTING
TYPEIII
STEEP SLOPE FOOTING
,. 1'.10'
NOTES: 1, NO FOOTING REQUIRED EXCEPT WHEN ADORESSING EROSION EXCEPT FOR EXJSTING
SLAB WlTHOU1 REINFORCEMENT, THEN TRIBUT ARY ROOF AREA LIMITED BY TABLE 2 , 4
2. "MONOLITHIC SLABS OR FOOTINGS SHALL BE MIN. 2,500 PSI CONCRETE WITH 6x6-1Ox10
WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH.
3. IF LOCAL BUiLDING CODES REQUIRES A MINIMUM FOOTING USE TYPE 11 FOOTING OR
FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS,
SLAB DETAILS ADDRESSING EROSION
...lL.....8. -{
. ,
4....... :0
, . "1-'1<
J-- 12' ---,!'
(2) #5 BARS EACH WAY
MAXIMUM UPLIFT #
16' X 16" 548#
24' x 24' 978#
30" X 30" 1,388#
8' X 8' X 16" CONCRETE BLOCK
8' X 24' X 24' POURED CONCRETE PAD
(2) #5 BARS (18' LONG) EACH WAY
CONCRETE POURED CELLS WITH #5 BAR
(SJJ'-RETE READY MIX wi GRA\IEl..}
PAD FOOTING
A - VIRGIN SOIL
B-
C-
D. REPlACED SOIL
E. 1/4' x 2-114' EXPANSION BOlT
(2) EACH PER BASE
SEE PORCH POST CONNECTION
DETAILS
ISOL\TED FOOTER
3' x 3" ALUMINUM POST OR
~ 4'x4'P,T.P. POST IN GALV,
POST ANCHOR AND 4-1/4' X
2.114' MASONRY SCREW
. . -; 3-1/2" SLAB
"""""'"
,L 16"MIN.-J
POST TO SLAB DEl AIL
~,-{
, . '
. . co
J 8' .L -'I<
ALUMINUM STRUCTURE FOOTING
2500 PSI CONCRETE WITH (1) #5 BAR CONT.
MINIMUM 2-1/2" OFF GROUND
ALUMINUM STRUCTURE FOOTING
2500 PSI CONCRETE WITH (2) #5 OR (3) #3 BAR CONT,
MINIMUM 2-1/2" OFF GROUND
RIBBON FOOTING TYPE II
RIBBON FOOTING TYPE I
-.J
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z
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cn,~
w
g51 t3.
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U'W -
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....J' 'I-
o:::lcn W
l-iW 0
cn,o:::.q-
W'::>
~it3Q
0:::1::> I-
u.O:::U
i I- W
D,cncn
g,~
~,::>
z
~
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-.J
~
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W ~_
'I--' N
0... .... -
::IN
_ V) ~
~ ~ u....
Q)L><l::
cf-z"f:g
c~~ti;."
~~C3i~
-JJ:__
. ~ 5 w ~
W~o~e.
Q)..:.::;if~
()it:5l~u.
c w'" W
Q)i!;~1-
L,."m
:: q
Cl.
3
OF
6
SC: TAB~E S FOR lOAD AND
FASTE....I.~G SCHEDULE
i
I
I
I I I
: I i
~
HEADER STRAP CONNECTION DETAIL
I~'
I I I
I ,I
Ii!
I I I'
! i~
~I
1/
I i~
~
SEE TABLE S FOR lOAD A.'10
FAST::NI.~G SCrlE:lULE
TOP PLATE STRAP CONNECTION DETAIL
~
'"
SEE TABLE S FOR lOAD A."I0
FASTENI,~G SCHEDULE
. .
"'L' ~L'--~--'-
~I l. j" -,.'::' .:.' ; ,~",-,,-
.~-~, ~'.'=:~':"" :.~~,~,;~
.~- I
A T1' ACH SHINGLES TO COMPOSITE ROOF PANEL
WITH INDUSTRiAl.. ADHESlVC'
(2) CO,~TlNUOUS ',W LINES ?ER SHINGLE 4' TO S' 0 C.
. CHEM REX-PI. PREMIUM S43 URET\-<ME A!lj-(ESIVE
. OSl . RF 140
ALUMINUM FACING
EX?A."IDED POL YSTYRE,~E OR POL YISOCYA."IURA fE
NOTE; MINIMUM SLOPE li4' PER FOOf WrlE,~ iNDUSTRiAl..
ADHESIVE IS USED FOR ATlACl-iME.'1T
r-
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~
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1-3/8" x 0,040" METAL U-STRAP
.......,
;"j
'.,
1':1
i i
Ii
i.1
1"1
I"
l::J
1-3/8" x 0,040" FLAT METAL STRAP
Me141 Strap Load and Fastening Schedule
I 1.3IS- x 0,040- Flat Stnp
r F a sa ne r Allowa ble Loads
I Size Product I Dim"""'1 SChedule Wind I E.ar'J1Quake
W x L Nails Uplift Uplift
I 8 A6108 I ' .:liS" x 5- I 5 640 549
~ 10 A6100 I '.),5- x 10" I 6 648 7;9
12 A6'20 \.3IS".,r I 7'6 S9Y
l' A6',40 , .318- X \4" I 8 564 1039
~5 A6',60 \.),'5- x 16" I 9 9i2 1169
1.315" x 0,04<)- U. Strap
I Dimen~ons I Fas:.ener Allowable Loads
Size Product W = 1':lIS- Schedule Wind I E.ar'v~Quake
S x H Nails Uplift I Uplift
I 6 ABU106 I 3-50 a" x 5" I '32 515
L
I a A8U1C8 1 3.505' x 5- I 554 1037
r ',0 ASU,,0 I 3.5:6" x '0" I 6 ',2% 1555
I
Numoer of r.ads ;e'e~s to num~e( eac:"l sl<ie ~~ CO(,H'~~~ln9 it'.er:"\cers 01 eac.*1
Note: SIde of U.strao,
Nalls \0 ~~ hot ~:o~ ;alyanll~ SfX)Ot~ s,~a~,k (100) S ;a, x ,. '.12- M,n,
....J
~
:J
Z
<
C/) ~
UJ Z
S l? C/)
I- C/) ....J
o UJ <:
~ 0 l-
e:: C/) UJ
r-UJO
C/) c::: ~
UJ:JZ
::2:f-O
< 0
C::::J~
u.. c::: 0
Of-UJ
OC/)C/)
o ~
$ :J
Z
~
:J
....J
~
.
Maximum Uplift Load For Stud To Top Plate For Detennination Of Hurricane Anchor
For Various Pan Or Composite Panel Spans And Overtrangs
I" Stud Sp.c,ng I 4 ! s I , ! a I 9 '0 I " 12 i '3
I U3 ,,- OIC I ',,,", '52 I ~ j ~ ! 2S; I 308 :~; m I 42_ :.52 I OQ,
2.:.>0 24- OIC 232 290 I :i-'.l .0; ~ :22 ~ I 5J8 ; 5;6 I i~
2..50 l2"'OIC M ! :;e, I -':'" ! 53; 5 ~ i S;... , , I e.e n, I 1X2
4,:.>0 -a" OIC ..:0.: I 580 I 6:-3 e' - 9'. ~ C4-: , '50:) I ~ 2;5 i ~ 392 I
'--
Room Projection (P) Sum Of 1/2 (P) + Overhang
r Overhang I 8' i 10' i 12' I 14' ! 16' ! 18' I 20'
0' I 4 I 5 I 6 I 7 I a I 9 I 10
l' I 5 I 5 ! i I 8 i 9 I 10 I "
2' I 5 I 7 i 8 I 9 I 10 I " I 12
3' I 7 I 8 I 9 I 10 I 11 I 12 I 13
r-
'~
W ~_
, ...I '"
0... ::l -
..-,'"
- ~ ::
~ 0 u..;:!
0) ~ -<....
C~~~~
C~~::::.~
0)0<;;;;
OJ ...I 0 "'...
,~i:~~
WUJ:lZ",
000-
''''::x
O)c::",~<
UUJoUJ\o,
UJ""....
C ~ ... UJ
- X ,...
O)\:>o
L..<:o
3~
ro :>- "-
.-J
Wind load Conversion Table For Maximum Uplrl1loJ
I WInd A,cplo..4 Cot'l~r"1rO<'\
I z"n. LcHI ""\,II~p4,.r
I 102 I' '00
I 1 '0 l.\ \ I,
i- '20 ., 1:.1
, 15 4..1 ,S2
\~ SO I!lO
4
, .-
- ........ -- - .-.----------.--------.----------.---.--------
&.... v-.-...--....."'''... "'-Al," ...................... ..... .... .. _~_... - .
'~.-..'~'_..;t'.~...>
Table 4,1,1:
Column Capacities Supporting Conventional Construction
~. 1.1
I I
2" x J" x 0050" Hollow EJ.tT\JSion. Aluminum Alloy 6063 T-6
MaXimum .-'-Mal'lmum
Helgnt
Load in Lbs.
." ,1.>0 I
,..., ,"" I
L--Tu.!, I,''''' I
1 ~ OJ i, I ':II I
J" x 2"" x 0,070" Hollow EJ.:ruSion. Aluminum Alloy 6063 ToO
Malimum Mallmum
Heig~l
..
Load in Lbs.
I
~1~~'
~
.xl'
I ,I 0
I '
1 I
J" x 3" x 0,060" Roll Formed. Aluminum Alloy J105 H-14
MaXImum Maximum
Heignt
Load in LbS.
1:<;~~ I ;:~
,~~ I I.~I~ I
J" x :l" x 0060" Fluted HOllOW ExtruSion. Aluminum 6063 T-6
Maximum
Helg~l
Maximum
Load in Lbs.
:~::~
'.,1.,,0
f,;~:
."
Allowable Root Area In
Square Fut for Various LoadS on Post
Allowable Roof Area In
Square Feet for Various Loads on Post
,
'-0
, i
Allowable Roof Area in
Square Feet for Various Loads on Post
"
~
-~
, ,
Allowa ble Roof Area In
Square FeetforVariousLoadson Post
,...
""
.)0
.,
Allowable Roof Area in
Square Feet for Various LoadS on Post
~
.'
Table 4,1,2: Column Capacities Supporting Conventional Construction
osts
He ight
Square Feet for VarlOUs Loads on Post
o.
I, U I
3".3".0,125" Hollow ExtruSJon - Aluminum Alloy 6053 T.6
Maximum Maximum Allowable Roof Area in
Load in Lbs. I
I
I
I
I ~ J I
4" . 4" x 0,125" Hollow Extrusion. Aluminum Alloy 6063 T.6
Maximum Maximum Allowable Roof Area in
Height
..
o 0
~ : C..
Height
Load in Lbs.
: ~~~
o ~J2
':,..Jla:
: 0,0
H:~
I
I
3" . 3" . 14 Gauge Post. 46 k,s.i. Steel
Maximum Maximum
Loa din Lbs. I
I
.. I
2J-. 0 O~~ I
20 .. I ~ J, , I
3" . 3" . 11 Ga uge Post. 46 k.s.i. Steel
MaXimum MaXimum
He i g ht
I ',J,IJ~
Load in Lbs.
I ~.~I'J
I
I
I
.:0 -0 I
4" I 4".14 Gauge
',1aximum
I
I
I
I
Post. 46 k,s.i, Steel
I .'.")1,,.1
~ ;1/
-0
o,~v
Ma xim um
Load in Lbs.
i-,.o,JU
;J,J;JV
I, 1 j'J
j jVV
Height
"I;) -0
2" .~
:2,,,
~4 .<3
Square Feet for Various Loads on Post
, J
oJ
Square Feet for Various Loads on Post
,00
~":"l
Steel Posts
~I
I J
I
I
I
~' ~',o
~ :00
I " .'
I J"."f'l ~O~d' - "'Iumlnur.'l "\'iloy l'05 H"'4
r-. ~aa:iml,Jm Ma.a:imum Allowable Roof Are.1ln
I Helgnl Lnad in Lbs. Square Feet for Va nous Loacs on Post
Allowable Roof Area in
Square Feet for Various Loads on Post
,,' .
lu1
10
Allowable Roof Area in
Square Feet for Various Loads on Post
,-0
Atlowabe Roof Area if"
Square Feet for Various Loads on Post
L~';I
i'Jl
'::
Table 4,2: Schedule of Allowable Loads I Maximum Roof Area for Anchors
Anchors into wood for ENCLOSED buildings
Allowable Load I Muimum load ar.. ISq, Ft)@ 120 M,P,H, Wind load
D'Jm~t~r Anchor Num ber of Anchors
. Embedment 2 3 4
,,," . '" 2541 II,SF 528#J22-SF ~9":lI33.$F 10so...-u-SF
1/4- x ,.,'2" J9o"-"",7.SF 792#IJ~SF I I 38#lsO-SF I se.u. 605- S F
1'/4" I 2.\12- 55C#128.S F 1J20#iS>SF I 980#i63-SF 2540#i' 100SF
5116" . '" 312:l11l-SF 52"-'l12!>SF 936J1i 39. 5 F 12~s2,5F
5116" x 1.112" 46&Oi20-5F 936J1iJ(>.SF :.04ltIs(>.5F 1372:.73-5F
511S" x 2.112" 7eC"'-'J~SF , 560#155- S F 2J4C#J98-S F 312')tJ IlC-$F
Il,S"I'" 3S-'-'" IS.SF 712"=130-SF 1058::14 S- S F 142'" S:;'$F
IllS" x 1.112" 5~'22.SF 106&#'45-SF 1502#;67.SF 21 :JO.:i89-5F
1 :i8.' I 2.112" 3>':"'-'37,$F I ~3C#J7"'5F 25iO#J~'1.SF 3SOC::-' ~-5F
Anchors into concrete for ENCLOSED buildings
Allowable Load / MaXimum load area (Sq. Ft) @ 120 M,?,H. wind load
D,ameter ~ncl"lo(
I Embedment
i 114" . '."Z'
Il!S" X , .'/2"
"2" x 1.114"
Number of Anchors
2
15: 4.#'ti~SF
2'1''''3<3-SI'
23S6JIi' 20-SF
22i l:",)5-S~
4
302s.:.: 20-5F
422S"-' I 75-5F
s772-=<241.5F
I
Exam"ie:
Find .~:>of A~a ,'\j~e-j' A.-ea = 'A': ?':::st Spac:r"'g :'S' StNc~ure ?"Clec~iOt'l = ~N
A = S x eNI2 .. OH), ~ 'S' = r, W = , 2', ilr'd OH = 2' :nen 'Area' = 56 Sq Ft
Fe<' a 1!;,.ll" ;>ost and 12'J '" "n WInd ,C20 or 2J = / Sq Ft. pest c"clces are:
1) 2" . J" Soap S ect,on
2) All pes: sizes liste<l ooiow t~e 2" x 3" Snap Section
It.'!"""e Job COndrt'ons :llcate a ;>ost "elght o( 10' In a '20 MPH wind ::one, a J". 3- Roll Fxmed COULD
NOT 5:: USe<l :;er...<luse woen rt IS more t,"an 10' tall It ~n only suppert 39 SF of 'oo( On tI1e otl1er cand, a J" X
3" ;::J".:~e--.: :;:;5: /rf'rtt"i a ;:>05t n~lgrn ot '0". r can SupOOft an area of 128 sql..iare feet of area Ir:t..:s, CesJgn must
satls,fy OCt." r"Ie'<;rtt ana area req'Jlrements
iSi:=;j~.S=
'05;=,'~"'5F
1 44O#<5Q.5F
3171:"02.SF
4329#1 leO-SF
Table 4,3: Fastening Schedule for Wall Cladding
ConneC~lon F a s::ene r
Number or Spacln9
: J" oc al e<lges
6" 0 c a( otnef beanngs
." 0,0, at e<lges
a" 0 0 al orner oeanngs
4- OC at ecges
3- 0 C at Olher oeannQS
7" 0 C on CetJ1l1gS
6" 0 C on walls
rOC on ce.Jll"'1gs
6- o,c on walls
2S1J2 Fiberboard Sheathing
1'-;3.'4" gaj'.af'll.:e<:l roonn9 rad
I Sc common 1ad
It 1 ga. '.1/2- ;;al-.an,zed
17110" neao
;" Qa 1.).'4' Qal-.an'zed
I 7n 6" heao
I I.Ji6" orywall hall ."
I
'/2" Gypsum S~eathing
515- Gypsum Shea thing
1/2" Gypsum Wallboard
518" Gypsum Wallboard
11"12" drywall nail ..
Particle Board Siding
5/, S" . 1/2"
5!S"
3!4"
50
3d
3d
dboard Lap Siding, Over Sheatl1lng
ad torros,on resistant Wllh
Direct to Studs mu,.mum 0099"" shank. and
m.rllmUm 0 240"" head
'Od COrTOSlon ,eslstant wIlh
115< 0 c,
a( top and oonor:", ~;es
I \ 6- 0 c, at to? ano oottom ec~e$
15' 0 c, at edgesand 12" 0 C at
lnterm~late supp<X1S
\6" o,c at ed~e,and 12- 0 C al
Inlermed,ate supports
Over Sheathing
minimUm 0 C99.., sl"lank and
minimUm 0 240"., nead
160 cooOSlon resistant WIth
mlnlml,.lm 0 C'92"., st'1ank and
mln,m\Jm .J 225-" nead
9d CorrOSIQ(1 resistant wnh
minimUm CC9Z"" snank and
minimum 0 225-., head
Direct to Studs
Over Sneal~ing
Fiberglass s.healtH(V~ may be stapled using '6 ga, galvanized staples 1.'/8"10(19 Of "2- st'1eathlf'9 and '.1/
2' long for 25132 snealn,ng Slaple$ to have minimum crOwM o( 7/1 5' and spaced J" 0 0, at e<lges and 5" 0 C at
ottler ~eatin9s,
- Drywall nail$ Shall conform to ASTI.I C 514
, ) Sid,ng applied 10 518' net wood s~eall\ing, , Si"J2 wood slNetural panel or 112" paf\ldeboard s~eal~.ng
2} Corrosion resistant nails spaced 6" on center at edge 8'"' on center at intermedIate supports Nalls s.nall
ha\o& a minImum edge distance 01 3i8'"'
J) S'd.ng applied to 'Iuds spaced "4' on ceMler maximum
4) SIdIng applJed dIrectly to studs spac~ 24- on cente< maXimUm,
5) Use annular or ,p,ral :~read na,ls fot comb,nal,on 'ub!oor I unde~aymenl
6) :-./all musl be 01 suffic,ent lengl~ to accommooa:e II\lckness o( Siding and sneall\.ng, If used, and allow
minimUm stud penetfatlo" of '.'/2"1f1ct'les
-l
<
:::l
Z
<
(/) ?
w Z
0::: (j
~(/)(/)
U w :J
:::l 0 en
o:::(/)~
f-W'-
(/) a:: -.:-
W:::lZ
:::;?:f-o
2 ~ f=
l..L.a::U
of-LU
o(/)(/)
o :::;?:
~ :::l
Z
~
:::l
-l
~
r-
<:
w~
... N
ll. ii1 ::;
- <: ....
~OIJ. ....
C5 ~ <";::
c<:z;!:g
c:~~~~
0)&<,;;;;
en ... 0 Cli ,-
W.~gi~
~ooe
Q)Q:~~~
o~~~u..
c ~ ~ ~
~n
co;
5
CF
6
..
.........J...:y.,.,..1"j'(;:-#.
PAN ROOF ANCHORING DETAILS
/.-- '---
~ / /-------
~~,.
4' -", /--.---
or-;- . , '
'" '.., ,/ ,----,-..
'~I /1 ,; ".-,/.
01 ,
"b1 I =: I~~r!-'I-'-
>C'/ . i ~a.~
C"< II ~ /_..--..... c...J...--
~". -'
, ..,~
..c,.~.:-=-_.~LJ " .....-------~
~~
'",
"
EXISTING TRUSS OR RAFTER
S€AJ.ANT
HEADER (SEE NOTE BELOW)
II-S x 9I1e" SM S, (3) PER PAN
ANa (1) AT RISER
"0 x 1.1/2' S,M,S, (11 PER RAFTER
OR TRUSS TAlL
ROOF PANEL
.,0 x 3/4' S,M,S, AT 12'" ON CENTER
II-S x 9116" S,MS, (J) PER PAN
AND (l) AT RJSER
AL TEANATE CONNECTION:
II-S x '.114' SCREWS (3) PER PAN INTO
FASCiA THROUGH PAN BOXED END
EXISTING FASCiA
ROOF PANEL TO FASCIA DETAIL
m~'~ -
, / /i! / / ....: i
/ ~,,~
// o..~ '
/ / .,;---
,,-: ~
//,;~
HEADER (SEE NOTE BELOW)
II-S x 911 e" SM,S, (3) PER PAN
AND (1) P<.:.R RISER
FOR MASO",RY USE 114' x '.1/4' TAP-CON
ANCHOR OR EaUAL AT 24' ON CENTER
FOf /'000 USE '10 x '.1/2' S,M S,
OR ,"'000 SCRE'....S AT' 2'" ON CENTER
ROOF PANEL
II-S x 9116" S,M,S, (3) PER PAN
A.NO (11 PER RISER
EXISTING HOST STRUCruRE;
wOOD FRAME, MASONRY OR OTHER
CONSTRUCTION
ROOF PANEL TO WALL DETAIL
NOTES: ROOF P""...ELS SI-'.All. BE ATTACHED TO THE HEADER WlTH (J) EACH II-S x '/2'
LONG CORROSION RESIST"""'" SHE=r METAL SCREWS WITH 112'" WASHERS.
All SCREW HEADS SHALl.. BE CAUU<ED OR SHALL HAVE ,...EOPRENE GASKET
BET'N'EEN T1-iE WASHE1~ ""...D THE PAN,
PAN RiBS SKAlL RECEIVE (1) EACH II-S x 112'" SCFL"'N EACH, THE PANS ,'My BE
""...CHOREo TNROUGH BOXED PAN WIT:'; (3) EACH II-S x l' OF THE ABOVE SCREW
TYPES ""...0 TNE ABOVE SPECIFIED RIB SCREW
-~
P""'<~
'// 0>
//\\~ -
\ \
\=
l' FASCiA (MINIMUM)
BREAK FORMED METAL
SAME THICK:'iESS AS PAN
(MINIMUM) ""....CHOR TO
FASCiA AND RIB OF P""N
AS SHOWN
II-S x 314" SCREWS @ 6' O,C.
----
I II-S x 112'" SCREWS @ 6' O,C,
i
I
I
I
...,
T
----,
HEADER (SEE NOTE 3ElOW)
II-S x 9/16" S,M,S. @ 6' O,C,
ROOF PANEL
FOR MASONRY USE 1/4' x '.114' TAPCON
ANCHOR OR EaUAL @24'O,C,
FOR WOOD USE ~10 x 1.1/2' S,M,S, OR
WOOO SCREWS@ 12: O,C,
EXISTING HOST STRUCT1.JRE:
WOOO FRAME, MASONRY OR OTHER
CONSTRUCTION
ALTERNATE ROOF PANEL TO WALL DETAIL
ROOF P""...ELS SHALL BE ATTACHED TO THE HEADER WlTH (3) EACH II-S x 1/2'
LONG CORROSION RESISTANT SMEET METAL SCREWS WITH ,12'" WASHERS,
AU. SCREW HEADS SHAll BE CAUU<ED OR SHALL HAVE NEOPRENE GASKET
BE"TWEEN THE WASHER AND THE PAN,
PAN RIBS SKAlL RECEIVE (1) EACH II-S x '12'" SCREW EACH THE PANS MAY BE
ANCHORED THROUGH BOXED PAN WITH (3) EACH II-S x l' OF THE A.30VE SCREW
TY?ES ""...0 THE ABOVE SPECIFIED RiB SCREW
NOTES:
COMPOSITE ROOF ANCHORING DETAILS
r.------
~ /---- ----
~7T1 ,.
~ I \ " I '
al ' ,
~i7\F r~ ~~
~I ,I I ~w
!I~
=c -L~
EXISTING TRUSS OR RAFTER
II-S x 9Ile' SMS SPACED AT
6' 0 C, BOTH SIDES
ROOF PANEL
~'O x '.1/2' SMS OR WOOD
WOOD SCREW (') PER RAFTER
OR TRUSS TAIL
#10 X 314' S M,S, OR WOOO
SCREW SPACED AT 12'OC,
:;a x 9116" S""'S SPACED AT
6' 0 C, BOTH SIDES
EXISTiNG FASCiA
ROOF PANEL TO FASCIA DETAIL
/
0'/~
0[;= i --~
/ / I ",.--
/ i./"" uj ~ '
. ~ [~
I .. c '
I I :
'..~
~
EXISTiNG HOST STRUCruRE
WOOD F,~.AME,\AASONRY OR OTNER
CONSTRUCTION
:;a x 9116" S,MS SPACED AT o'
ON CENTER 30111 SIDES
FCi'; MASO~IRY USE '/4' x ' '/4' Tp~O~'
""....CdOR OR "QUAL AT 2" 0" CE,...TER
FOR WOOD USE ',0 x '.1/2" S,M,S, OR
WOOD SCREWS AT '2' ON CE,...E,~
ROOF P""...EL
II-S x 91,6" S,M,S, SPACED AT 6"
ON CENTER 30TH SIDES
NOTES:
ROOF PANEL TO WALL DETAIL
WOOD STRUCTURES Sl-'OULo CONNECT TO TRUSS 3UTTS OR T'riE SUa-FASC:A
FRAMING WHERE POSSiBLE ONLY 15% OF SCREWS CAN 3E OUTSIDE TNE TRUSS
BUTTS, SUa-FASCIA ANO ,riOSE AREAS SKAlL HAVE DOUBLE A""CnCRS,
ALL SCREWS INTO 111E HOST STRUCruRE SHAlL HAVE MINil~uM '.1:4' WASHERS
OR SKAlL BE WASHER HEADED SCFL"WS,
HEADER INSIDE DIMENSION SHALl.. BE EQUAL TO ?""...EL OR P""....S '1", T1-iE WALL
THICI<.'-iESS SHAlL 6E THE TNICI<.'<ESS OF THE AlUMINUM P""N OR COMPOSiTE
P"""'EL WALL TNICKNESS, HEADERS SHAlL BE ""....CHORED TO THE HOST
STRUCruRE WITH ANCHORS APP'<OPRiA TE "OR 111E MATERiAl. CONNECTED TO.
T'riE ANCHORS DETAIL:D ABOVE ARE BASED ON A LOAD FROM 120 M,P,H. FOR
SBC SECTION 1506 FOR A MAXiM!";M POSSIBLE SPA.... OF THE ROOF PN.El FROM
TriE HOST STRUCruRE.
.-------- 6"
,"'
10" -
:;a x 1'20 AlL P'..;RPCSE SCREW
@ 12"O,C,
W
C!
::l
I-
()
::l
c::
I-
'"
I-
'"
g
L
BREAKFORM FLASHING
-\
\
\
,
I
I
I
I
/
/
)' COMPOSITE ROOF PANEL
SEE SPAN TABLE
FASTENING SCREW SHOULD 3E AMIN,
OF I' BACK FROM T1-iE EDGE OF FLASHING
ALTERNATE DETAIL FOR FLA.SHING ON SHINGLE ROOFS
PAN ROOF ANCHORING DETAILS
RIDGE CAP SEALA."H
HEADERS ""...0 PANELS ON
~~tto~~nON ~ ~ - r,~~'e'%,OO"EXT)
~ _ II-S x !>ole' S,M S, (3) PER PAN
__ ;r- _ AND(1lATP""NRISER
f/ ,1
\ \ ,
". .,,- 5.".5. ''I 'E" ''" . /
AND ('l AT PAN RISER
:.<8 x 9116' S,M,S, (3) PER PAN
ALONG P""N BOTTOM
L' P""N OR COMP ROOF PANEL
AL TERNA TE CONNECTION:
#8 x '-1/4' SCREWS (3) PER P""~
INTO BEAM THROUGH BOXED
E,"'D 0" P""... AND HEADER.
ROOF PANEL TO BEAM DETAIL
i
T
SUPPORTING BEAM
(PER T A3LES)
-.2-
NOT,,;
WHEN FASTENING P"""'ELS OR PANS TO
WOOO PLATES SC;<EWS SHALL HAVE A
MINIMUM EMBEDMENT OF l'
ROOF P""~EL (PER TABLES)
SECTION 7
FOR COMPOSITE ROOFS:
#100 (1.112'") S,M,S, WlTH 1.1/4'
DiAMETER FEN1..'ER WAShERS
@ 12" O,C, (lENGT',.,: P"""'EL
THICKNESS. ") @ ROOF SEARING
ELEME,"'" (SHOWN) ""...0 24' OC, @
NON~EARING ELE....E....,. (SlOE WAllS)
FOR P""~ ROOFS:
(3) EACH:P3 x 112" LONG SM,S,
PER' 2' PAJ'.'El
-
ROOF PAJ'IEL TO BEAM FASTENING DETAIL
(1) II-S x '12'" WlTH HEAD S,MS,
TOP OF EACH RISE,q
BOX HEADER
BEAD OF CAULKING AlONG TOP OF
30X HEADER
ROOF P""'1
#10 x '-112" WASHER HEAD S,M,S,
TriROUGH 30X HEADE,~ 12'" o,c.
INTO HOST STRUCTURE
NOTES:
" VVHEN HOST STRUCT1.JRE IS MASONRY
USE 1/4' x '.1/4' DRIVE PINS OR
114' x 2.114' THUNDERBOLTS
2. FASTEN TNE EXiSTING SUa-FASCiA
TO RArIER TA.ILS FIRST WlTri
.' 0 x 3' S,MS,
PAN ROOF AND BOX HEADER
F'...ASHING 0,024 OR 25 GA GAl.V,
i
t
2"x 2"x 0,06" x BEA.1,4 DEPTH
.4' ATTACH ANGLE 'A' TO
FASCiA WITH 2.3/8" LAG
SCREWS AT EACH ANGLE
MIN, 2" x 3' x 0,050' S,M,3,
(4) #10 S,M.S, AT EACH ANGLE
EACH SIDE
I
I
t
I
I
@
A: IV1DTH REQUIRED FOR GUTTER
B : OVERHANG DIMENSION
@
@
@
I I
BEAM TO WALL CONNECTION: if---- A -.,
(2) 2'" x 2" x 0,060" EXTERNAL Y MOUNTED ANGLES ATTACHED TO WOOD WALL WlTH MIN'IMUM
(2) 316' x 2' LAG SCREWS PER SIDE OR (2) 1/4' x 2.114' CONCRETE ANCHORS TO CONCRETE OR
MASONRY WALL ADO (') ANCHOR PER SIDE FOR EACH INCH OF BEA.1,4 DE?TH LARGER THAN 3'
(ALTERNATE) (1) 1-3/4' x 1-314' x 1.314' x 118' INTERNAl. u..cup ATTACHED TO WOOO WALL WlTH
MIN. (3) 3/80 x 2" LAG SCREWS PER SIDE OR (3) 1/4' x 2.1/4' CONCRETE ANCHORS TO CONCRETE
OR MASONRY WALL ADO (1) """'CHOR PER SIDE FOR EACH INCH OR CONTILEVERED BEAM
DEPTH LARGER THAN )'
1, FlASHING TO BE INSTALLED A MIN, 6" UNDER r;,e FIRST ROW OF SHiNGLES
2. STANDARD COIL FOR "LASHING IS 16' ,019 MIL COIL
3. FIRST ROW OF NAILS WlLL HAVE TO BE REMOVED TO INSTALL FLASHING PROPERl.Y
4, FlASHING WILL BE INSTALLED UNDER THE FELT PAPER V\'HEH POSSIBLE
5. HEADER WILL BE PUTTY TAPED AND CAULKED EVEN r;,OUGH FLASHING IS TO 6E INSTALLED
6, IF THE DROP FROM THE EDGE OF T1-iE SHINGLE DOWN TO THE TOP OF THE HEADER IS MORE
THAN l' THEN THE DRIP EDGE WlLL HAVE TO 6E BROKEN TO CONFOR,1,4 TO THIS DRO?
7, WHE.N USING FLASHING THE SMALLEST SIZE HEADER AVAILABLE SHOULD BE USEO
12'03 MIL. ROLLFORM OR 6' BREAKFORM IS 6EST SUITED FOR HEADER SINCE IT KEEPS
THE FlAP LIP OF TNE HEADER BACK FROM THE EDGE OF THE FLASHING
8, WHEN SEPARATION BETWEEN DRIP EDGE ""...0 PANEL FLASHING IS REQUIRED
112' SEPARATION MINIMUM
9, STR.IP SEALANT BET"'.E,N FASCiA ""...0 HEADE,q PRIOR TO INSTALLATiON
,""UST REMAJN FOR ANGLE
STRENGTH
o
NOTCH ANGLE OPTIONAL
RECEIVING CHANNEL OVER BEAM
ANGLE PROVIDE 0,060" SPACER
AT RECEIVING CHANNEL ANCHOR
POINTS, (2) #10 x 2.112'" S,MS.
AT RAFTER TAilS OR 2" ON CENTER
MAX. WITH 2" x 6" SUB FASC:A
2' x 6" SELF 'MTING BEAM WlTH
(4) "0 SHEET METAL SCREWS AT
E.~CH ""....GLE EACH SIDE
CANTILEVERED BEAM CONNECTION TO WALL AND FASCIA DETAIL
....J
~
:J
Z
~
(jj ~
w z
30
f- en en
UUJW
:JocS
0::: en <l:
f-wf-
(jj 0::: ,....
W :J Z
~ f- 0
~~i=
LJ.. 0::: U
o f- w
o en en
o ~
3: :J
Z
~
:J
....J
~
....
u.i~_
, .... C"<
0... :::l -
Vl ::l
~-~u:...
-.,...J u _ r--
Q) .... < ....
C~5~;g
C ::q:....~
Q)a<~~
(1)....00>....
\.U:r;-_
,:>I-W;(
ill i!5 is 5 e
Q)cl:~[~
",","'Wt.I..
'-ILlJM...J
C?;~~
Q) t:) 0
L-<!:al
3wo
11~
6A
OF
6
H
f
12' .. ----
12' WIDE x VARIOUS HEIGHT RISER [INDUSTRY STANDARD] ROOF PANEL
T.ble 7 1,1 Allo.....ble Sp.ns for Industry Sundard Riser P.nels for Various Lo.ds
AlumInum Alloy 3'05 /1.14 or H.,5
~~~?lnCIJ
I Ot)oe1"l 34.0ddln<;s CI1clo$ed ch.IICH"Il;S
Wlf'lQ .1D~(,l!~ ~ConC\tIOt'l ! %nd~f""eo-v..l!m.lnq l..ondl~lO('l
ReQJo" lJ.ld o;01~~.J--T.J~~""'--; ReQlon I Load """""'JO"iE 1 -iJ- ,~ ~-O'
;---'Hy,-,-",-.... " ~'j ':). :> I ~.o-T"'l~.~n2V~~v I ,.J d
:-ncr1/~~.~,~~.~r-.J '1'~' lTJV~J5 J., J.'(.,
;T.?:OV;r-;:;r-1~~T~,,--~";'"..,-,2~;:J~\ ...\ ~.;--,-.,
'7~;:J~~~~;,., ~'? 125"Vrrr--u~PI,.o ..- "
~r;:.---J2 J. J.~ .,': '1.)~~~~J-? J. :I J ~.,1
I T
~:-1~~~':.er "'~nel)
VpeA au..-r~s
W,nd ,;l"p1ed ~r_o('l lllon S'-:?M~ ".
ReQlcn t.o.ld ~c--r-~--:-r~-:r.J-.r.J~ , ~ A_t..~~ ...T~~t:
i'T01V?~ 17' ;::r"'~-7~.....,~-.. 10~'lt?r"\ ,~ "j
iTfO,,;r;;r- -~--~:. ...-:".~~-;'".~ ~~~ ~~,~--r.-~ ,
,-n>:l\f;r;;r-rr--or--", , ,., , ,,3 I IC,,- f7n-;11f.-.,----rr-
1'1=S-V~~~:-.:: ~.',~ 1'25M.;;',H.j ~ ':'-0
~~J2 ,...J. ,.d ':)." ~-v :;., 'JJV~~4"V
UllCll'H.lS
Q~"",H'Q '""O('ldltlOI"l
'-0- ~:J" J'.J' J.J'1
j', 1 J' ~'j I ,., I
,~ ':l~~:~.'
, . ~
J: . ~ "
j..,
, '-
,.? I
l-r:lToi 1 '"4 I J .,J...r~?lr~IS
'~3l,.lJlOI/'~S ~Cio~O aUIl(1\n~5
Wtf"a ,1pp"ea C.....em.ln9 '...Of"ld,t:!on ,I ~d [' ApPlied, l",.;.....e,-,.J('lQ I...0('10100n
~eq'jon l~.d 'iUf.,e--r-~t.J~~-r-.qr-: R.e~lQ('. , Load -.:;o:..~-v~ l~" I r.::r
~rr~ ~ 17 !.~ 3"-.. ".\ '~~~-;J~ J."l I 0-0 .;) ~.a
\'014--:-0 10 ~~~~~~J.5 ;)-0 :l.:~ ':l'~; ""l
h:!~~M U j.~~ J 3""=;:--~c-:~"OV~.rt. 41 '.J ,./ O. "
:--n.~;r::;:--~-~" ..,~ 3.~~ 'I",j~ 125\'(,?,1i.: J.5 4.'~ j~ 0';) .,....
~\i?~ Jr~~j... ,..~~ I ioW\C,?,M. ~ ':'-0 "'" ,."
~~
C'9.e:n 3ullolnqs :;J'lClOseO oWICjn~s
't-itnd "\pOtled (,:.....erT'l.HH~ Cono,tJo('l -...vlnd I "\og\le~ C~ma.n,; l..orrdl'UQf"I
ReQ.on load \j",,~c 1 ~.J~r~ t:(eQlon l::l.ld' ,'J(,)l'jE: I 1..;r Z~l"~
,~2\l ?,~. 11 . -Q ~'J I ,., I '.~'1lt11,?,:1. ,,~ ;j-o ,.;', .,.~'" ;).~
~~ :.-" ,:.\1 .,~ 3." 1~rJ1;r.~....r---S-.J ;).;) J" .~C
;17.crv~~~:.~, ,.., ''C".~'2~?,rl. .1 J-o ,.' "'.
:11~~,:. ~., ~5\4.?,i'\. 4..5 ~., .,\.~c- ,.'~
~~-~.j ,.., .. 1.~~;;--J,\' J., ,.~
~~-:::'") ......::.er?.lnels
, I-,P'en C4.U10lnQS =t'cfosed 3uIIOU'9'S
I WI"O ,1co\\e~ ~...~m..n~ ....onC1UO/"l ,N'ii1d ""pol,ed \"I.....~m..nq ...ond.t.Ion :
i ReQlon lo..d ,~~~-;-n~ l~eQlon I l;lJ~ ~~~r~7~1
I ~C2""~.r"i. ~I J., )., :.....:. I 11. 10.~~.;j ~.., ,.'C ~i.J',J
I '1D,'-4.....,,___ ~ .., f.... ,..., .,.'0 I 1~.2 ,"0 ~?H., Jr--Pv 'J'", ,.J ;,.,1~
0'2~'~J ',J ~n I ,., l:;'.;-TT211V?,H. i 41 :.., j'" ~.~ 1-01
11,;,'w4?.,. ~ :..~~ "1 ~c:~V~Z ~., ;;-~ '. I .,-0 I
: lJ.O\i'~r"i. 'J;Z ':,.,:;. ~':l' . _ I" l-La\4.?ri., .r.o I J'
~TT1Jj" I"'jser ~:r.ne's
Open &.ddtnQ'S !:I'\C10s.eC ::)UllClr"I!iS
I pe~~:" ..~~:':c ~N1~e:-r-~h~O~ IJ~~~ Re~lon i ~~~~'; ~OM: i ~~;~ar"li~_O~QIJ:J~n
j-"'02\(,?,-l 1/ .,..J. ,.., ;",,' I 1"."l '02~,?,rl'l ~/.1 I/.J ,.--:;-;-.,-4
~D\I.".,--- ~~,. v ,., ::;-~, tlQ\ol.?I"'1.' 15 ~-") ':1-" ,....
I~~ .~~ I"J 3." i1~ 114 120~?i-'! 41 ,.1' Q~ ,..,
r-rnv~~.~~;:~~~~j:J_H.,~ ~.., ~.J
!4V\I?~ J:! 'j.::t I'~>:; .,.i ,~V~)O ,.: ,.., 'j"':)
No:e ,:"::Jj -;.c! ,:.ar-et "'""ct..., ;; "QOn". -MC,J"I ~11...s ....ail '",""Ct..., ;:'il,.<S C~ 3I""l9
r.r"
.,-01 I
~ ..
" "
p;-'
~
I ~'1 r
, ,)
"'':'
.) I 3'".11
,.i' I
I
s:.::r-.
~~-d 1
7'. ~ 1
I .,. ~v
H
f
12-
12. WIDE X 3' RISER INTERLOCKING (INDUSTRY STANDARD) ROOF PANEL
seE INDIVIDUAL PANEL SPECIFICATION (iN TABLES) FOR ALLOY A."O THICK...,eSs
Table 7,1,2: Allowable Spans for Industry Standard RiserPanels for Various Loads
Aluminum Alloy 3105 H.14 or H.25
I)". 't'. O,O'~- ill,." ?n.ls
Oo~n 3,.Hldir\qs
Wind i Applied I O'IJeman.q ConditIon
Rer;;lot'l I LO.d ! ~O:'tE ,'-0"" r4J" J'..Q""
'02 \,l,?,f1,: 17 "', '!,\ ,,',~' 'J'-"
110MPH, 20 ,,;," ''-7 "-3" I?';" [
I llO\,l,P,H. /J I;,)' ';,;' 1';,\1' i ",,~,,:
1125 M.PH, \ l~ ! .';- .,'cr' 'e',;' "..r
! ,olC M,Pf1. I l2 j'..-j' ~,I I' ;'" 'C',-'
Wind
Enclos.ed aul1dlngs
i Ap~lied I OYert'lolnQ CondItion
i LO.d i ~ONE: 1'-C'" Z'''''' I )'-0- J''''''
Z' I S'..- .,_ 9'.i1' .,;.~~*I ''2'.:w
l5 d...." j'-;' ,'S' ::',3' I ':..;"
J' c-?" - ". d'Jj" ;'.. I "..
45 ._ 1.'i~..4" ;--?-I~C.1C"'1
S'iS. 'S'.'e" :--'3~?"",...-!
J
.t.-C"" ReQlon
.. _ '02 \,l,;>".
". -:- ! "0 M.P,....
'2',:", 120 M.?H.
'2'-5' I 125M,;>,". I
.~. 1-U) .\A,P,M.
, J" : 12- I O.O~.. Riser Pi(\eis
I
EnCJos.ed 3uddinQs r
-~- ~~-;Q.CondTnO.~~
LO.d i ,~ONE 1'-0- Z'''''' )'.,J" 4''''''!
2~ 'C'-?' I 'C'.:()"' ,'- ',.J' I 13'...:. I
H 9'-3' ..:" 'c'.;" , '.S' I ',,-;- I
41 I a'.it':: g'., ;'.'C"" I ',,:,.~" \2.";- 1
.l.S i 8'.r~'.i'" i ;-.5'. ~O".S~ ~ 1".0-
i 'Z.' '" i '-'0 ~.?H:.' 5'; I 7"-dH 1.1'" 8'~ ;'.7 , ~'.~'
J-<T
l__
'[ Wind
Region
102 ,\,l,?,H. i
! "0 M.?,H. I
I '20 M,? H. I
i '25 M,? H. I
! 10lC M,P,H. '
1 ".;"
Ooen 3(.jI!CJlngs
Overf',H'9 Co(.ainon i v'lind
1'.Q""j Z"-v" .....~~ Reqlon
'J',:' I IJ'..,- I '5',2' 0', I ,02 M,?,H. i
'::-',:" i ,J',;' I IJ'.2" ".' I 110 M,;>,H.
," I ',,-;- I 'J...... 'j..;" '20 1,4;>;;,
, ~'.5w 1 r.' 1 ~ I ~ 2' .g" . . J'. . J" : ':5 M.? ,,0{, i
: :'ppITed7
I Lood I "vNE
17
I'!.' i'
112'".';0'" I
i 11,'" :
i 1 ~'.3~ :
I ~C".7
~o
23
~6
l2
'c:..a"
; C' . ~ ~ '. I
:I" !
".
!~. . ,t' . O,Il.lT RJser Pan.,s
1 Open Sulldings EnClosed 3ulldin~s
I Wind I Appj1ed i o-..eman9 Conditon Wind i Applied i O...-ertH.ng CondltlOn
I Region I Load I "O~E, ,.-0- i r..," I .-0- i J'..;)" ~glon I Lood I NONE: "-0- I Z''''- I )'-0- 4''''-
! 102 M.P.~ i H ':'.5. ! ~5'''';- I ~:'.~~. i 16.--5" ,-." i 'C2 ~.~.H. i ~ I 1,.,'.g- j '~..n~; 'Z.SR 'j'.J~ '.' "\~
1"0 M,P.H. I 20 IJ',< ,j'...- i ,..,.. ! '5''';- :5',3" j 110 M,?,H. i l5 'C'." I '0'.\1"' 11';- ::',3" :3'.;'
1120 M,P,H. i ,J ::r.J- i ':rS I '3'.'cr I '"'..;- ';-?" 1120 M,?,H. I 4' 19'.' I" '0"." 'C'-5" 1\'.;- I '2".,
1125 M,P.H. I :~ ! :,-5" '?;- I IJ.,' I IJ'.'O- i '"','0- i 125 M.P,H, I 45 1.-5" .'-3" I 10'.J' ',111 lZ.5'
I 14DM.P.H. i J2 ,. 't- 'i'.5~: ~r.~~R, 12'.~' 'J., 'd.OM.?~. So i e-..s~ ,'.:7' I ;'.4" ',;'.5- '~'..a-
.looT
-;':1
:I'~ I
NQtt: ';"OUlI -:xJf ;are N'C:,", : 't".~ 1'(1-::..... ;lll....$ -Nail ....-H.::..., pfl..:s~r;;arc;,
Table 7,' ,3: Allowable Spans for Industry Standard Riser Panels for Various Loads
Aluminum Alloy 3105 H.28
1-:-ll'2l"O':'OH ."'J 5e( ,.. HIe IS
I ep-en 3ut!~ln9s
I WInd I Applied I Q'ttm.lng ConQltJOl'\
,Reg,on I Load jCiO~E, , ..,- I 2'''; I J..;)
1Til1V?,f;., \J 1'0.10, :J.ll ,0" :"
I "C."".?H.I 20 i ....., '".:: '.;...J '~.~
I1"2?M.?H.. 2J 11;.~~ ~.::.1 I ;,00 1::3":
ITI5 ."'.P.rl.. I :5 .,' ~ I 1'; .iQ !.::..o
:1JOy'.?,!'1.r J2 ;..,' 1iTrj1~~ 1'.,.
~CJosea :)ullaln~$
"I
"oJ 1
j '.J-..l
I~
i ~': - 1 ~
I ',.
I ,. ,
;</'00 I ~opll.d I
Region I LO'd I NONE I
102 M~3 I '1;.., !
11a"1;f.?,i-{, 3~ 1-:4
12\l MYH., J, I d'.::
',nl'~>\3 '0
~.ilrV:?.~.. I 50 I /./
\,;\ieming wnc1ttlOn
,<J 2.., I J<J
~.....'# I 1 i ~
~. ;'J il..'"
~ ., I ~...,
:"'1 I :I';)
,.1I,J j.1
, .<
I ::"
" .,
I ~..;
i 1.i..1.
I"'"
I li.:
l..l'1 I
i ~ . ~...
I J;- l 12- I a..o~ iIlnelS
I ~ \lIngs I
I Wl~d I Applied: O\l~rt'lin9 n It/on I
Reg,on L,.d i"~,ll'I-"r'-~~..-j
rn-::;r.~~, I ~O"I,J I ~':l-d I L -..) \~H.. i
~?i1. I 2Q ! '~.1i I ~'.if I 1,., 110.1 i ~o." I "OM .1
I~~J ; ').:1 1':.;J I ~4.~ ! 1~~10M.?!'1..! 41 [~~....,
n~rq:~S 'J.' ~.J.2 I \...-3 ~..t-4 I l,-J "25"V:~
1JQM.P.H.l 32 11.'1 I ~;.11 '~'J 1J..) \ 14..... ~:m1;(~ ~
c.llCIOs.e
\.I, 11'195--
....erninQ n (tlOI'l
I
~ -0 I 'I.' I' J.,
.~ I I I':'."
J I.i . I ~ i ... I ~,,-OJ
,J.,....
1.,J.;
'...'-0 I
,. ,
,,,':1'
iJ7l"2"'"""l"mr~?aneIS
i ~ Ul In9s I In9S
ppllt ~O'ter11.Jin9 n ltJon ----.J In h-. "t;rT\iIlng \..-OnQlt,on
L,.d :"~17~----rn~-1 R'g,on I "ONE I 1''''- , 2''''- I J.., I J<J 'j
2M,P''''1 \7 II, ,10' I \, ,II I :':~- 1',0,',0 ! ;g" 110m.?-,,- I 2~ I ;;.0- i 1J"'~ I ;::.J: !:~ :"1 :'.:~
,~".---,--:,., I b., I ",11 I \, '0 I ,"~ 1110 I,l,P,H. i )5 , 'T-5I '2'., I o:r I ). iJ' J.,,, j
L'20M,P,H.1 23 I :,... I :'..,= 11:;:Tf"ITO.., I ,,~ I '~,?,H.I 41 I'~-OI II~.,: '2'.2: I '2'.11 I I:~ .
ITIm~rjTI":, 1,1" I '~~~m",R:1 43 Ie.' II. l-nl I i"Z.., 110" j
Il-lOM,?,H'1 )2 i :J~ I 'J., I :J-> IIJ-l I I,.J I ,o!O"1;[i':'R:"I50 I ,'.10 10',1 'J-d I 11'0 I 1:-3
Note: T~31 "'Xi;::.arei HtC1./"i = room 'Mctn ;)I\JS ',IW,lt1 IN.an pjwS O..erT'taf'9.
__._________________ ..... ____ ___.._. ___.. _~.._ ...__ R_'__.':"-' .,.
J
/----
1200"---
INDUSTRY STANDARD CLEATED ROOF PANEL
l
/
Table 7,1,4: Allowab:e Spans for tndustrt SUnda~ Cluted PanelS for Vanou. ~oads
Aluminum Alloy J105 H.t4 or H.25
I,~T Ic,on C;u:.d' P"lnell
j O~n SlJlldlnql
I N.nd I ,:l.ppi,ec2;
,KItQlon l~d! .~""E
-nT\f,?'I-l, 17
~~,?1-4.' 2Q
'nlf\l ;> fol IJ
1'7.I1l.~1~ I I"
"no ~.?'H.I JZ I 0:..
''''
Overtl,n; Cond,tlon : 'Nind I Appl,ed'
1 .Q~~~~--"i RtQiof"l \ lead ~
ll.~ 1~0".11 I ',r... , 102 M.?H. I~ ,.1
;',," \ :ill'.:,', ; :cr",';, \\..a: no~.~,r\. ~ ';I'~
;,0 ~ ~ I 11."l ,1Z~?H. I 41 ).11
3".., t i)'1 i 10.n . f21""(1',11. I ~ )-d
,.10"". ll-iJ I 10".~ , UQM.?,H;.: 50 ).1
"",'.12 .In.11
0." 11 Iftc;'
ppl,e rT';"~9 ~.
! KeQlon lo.ld ~E 1~~ ,..0 1.0 -..J-- .
~T'lX,?,H.. 17 I '...~ :;;;.. '1.1 I 11,1' I ~ ~....
,"Q11I,UJK.. l.Q .,., i.~ IIJ'"' 1\ J no() "0\1 1'1.
T2~t',~1 n;-:1:r '-:;-l-\.j-:~rr.~O"11f,,.r,~- o-d ';1.1,
'11~~!""., ,-../ 1~\0.4111" ~2.5"',?t-\: 4.S ..~
1AO~.".H. JZ /.11.1 , ,.t 1 ,-d Ill.... ~.ID:\4i.P.I-l, ~ ).,
11..JJ. 1 IT.. e,on .....u..d i-'lne'l
Ove" 3""ttdu~Qs
: Wmd ",1PP11ed L fJver1".an; wndttlon
! Rl'qlon I LOoId ;~"< 1 -0 ,Z'.Q 1.0
'02l.A.?K, 17 ".,,1 1~,~ I ~:.,l :Z.,l
UOM.1',H., ,0 1~...4 10'., 1~.\ \\.\1
TZo M.?'.r-t: lJ , -3 1.'e I :::.., 11.,
~,S\(.iol.H. ..~ 'i.', $-4 ~.\1 l'J.\i
140.V1.P.H. J4 a--.. ,., :(;-,
':..
'Ni"ii'""d I ApP4,ec!
Re~ion I L.o..Iil2 ~l:
102 "'.?'.~ I 11 ;.,
I , '0 "',~.H. I J,)
~;;O "'.?K "
~;!SM.~
: ~AO '\4.?rl. ~
I
n~
lJ..::",
\~ ,1
1':;.1
1: .~
No~: 'iol~ "=>Of p.irei ....et:t a !?Om "",Ct."I ~l.o$ ,.....jl ....ct."I :ltlJS -=.e~ang.
<.,
~ '-:I
t..rIclo~ci 3\JIIOII'''Cil'
Ovem...nt; ConQlll'On
'.:r 1;)- J''''
.-4 i!. I ""l
i.,
')'"l :r.)
').J ').1: j'j I
,..., 1.11,,' I
llOI~I
. rT',.nq ...QnOlll'on
,..,
').11
':J"IGlC'Soltoj :;)'-lIlOIl"'\lf\
0ve~.i"l9 '...onOlll'on
'J) 1<) J~
,.""
..,
3-.,\
') -. ~
'.
"
I ~~
1>J-3
l~ '"l
:f.ll
,. )0
,.,
. ,.~ I
~T-1T ~
J, "T7Tl
",,1
...J
<:
:J
Z
<t:
(j) ~
u.:
c:: z
<.;)
~ iii (j)
() u.: ~
:J 0 cr:l
e:::: (/) <t:
f-UJf-
(j)c::r--
UJ:JZ
~ f- 0
c2gi=
u..o::b3
o f- (j)
o (j)
o ~
3::J
Z
~
:J
...J
<
1i'1
.',
h.. .,
1...."
'"
>-
~
W ~ ~
o.:5~
"I;:;
- ~ ..)
....... 0 u. ....
C3~.(~
C~Z;!",
C~~;e~
<J)~<i;;i;
(!)...Cl",,,
~:r;;;i
W.,., ~ z_
ClOO:::'
<J)ci:~~~
t:)~~~'"
C~"'W
<J) ~ ~~ I-
L.,.,'"
30:0
m::
-11J
68
CF
6
J'~-' -I
w -
~ a:
~ ~
,
EPS CORE
SELEC7 PANEL DEPTH
FROM TABLES
/
...- ----- .- ~' -...--------.-,1
COMPOSITE ROOF PANEL [INDUSTRY STANDARD]
Table 7" 5: Allowable Spans for industry Standard Composite Roof Panels for Various Loads
Aluminum Alloy 3105 H.14 or H-25 1,0 EPS Core Densrt'f Foam
~~T"'lnCjS
~ .. - ----,:';;.en ~ddli"'Qs ~"'Cl~~ CUl1011"'Q1 - ~
1~1~'-v;erC'::i,..:79-c:lJnd,l.o" i -VVind j.lpOloed --~..n9~(;c;lion..-.-
~.e9Ion : LO.ld ~-e---l..v--~T~ F\e;lon i Leola ~~~r~~
j1~rq? r1. IT 1~.\'; ~Z-? '.....:. .~...I fO'1V~~:f''; ,~ l(;.~1 ,.,
rno-V~'2fJ ,li,l.i';" i1.., ~..~ l~aM_?r( "Jr--,-..l ~-? ,-" 1~-?
~2'J~?,""", ;2.l 'v... 'I",;" "-'\,I '",.1 \~,?H. 4' ":.~ I '~.'
i"f2~"2Cj '1.' '-r:-'~~~r--?'"!TI~~ I..J I ,~ '1-'11(;.'0
i~~12 ,-d ~-? 'C:~ ,';.: ,~~~~:;. .~ C5.'~ i ~C'..J
)~1"z' "',(leIS
Goen 3uIIOH"\c;'
Nlnd I ApOlleo UY'erT"l"'l"I9 ",0"0100" : -WInd I ;"PP"ed
ReQl0n ! LO.la ~e--r-~~~~ RegIon I Lc.lCl
111f2\;f?M 17 ~J.J"" ....: J.,...." '~-Q ro1Y~~'1
.\lQ""1;f-~~~, '2.\'; \.J-o ~ 14-d '~O\A_~5
~~~J ".j " 1~~~i-4 4'
:'~SIT~r__'?"""~;.',', ~1-o .;."':' ~':"j QS-V:~.i-4. 4..5
:--rJ()Il'~J2 1'.') ;,~~ ~...-o" ''''~~:-'O
!"J""~Ja"""'ilneIS
Ope" a.uIIOIl"~S
'NIno :"pplled V'o'em..n; \,.,onQI,:on ~d I ,l,ppueO
ReQlon L~~d ~<:A~~:-..;J- .,l ~ I r~ R:eQlon : LO,1(2
'l-01"V~rl. 17 ~j'~ 1,,'~.~~~~~
I~~~':"" 1':-0 '~.J I~-Q ~C'i "Oltil~
~~J 1J.., '.:,.., ~J..l '~.., ;'~,~~"~' 1 ,4\
i 1"~~45 1,., -",,:--'J-4 ~". ,j..... I';S"V~
0J0\A,~~ )1 11., .~.., ,,,.,, 1~~,?io1 ~o
~ote: ";'",:;(ow --x:J =~ 'f. ':."1 = ~ Melt;" ;:I\..i.S "'311 .....C1:"1 :;l!\..5 o~.at"Q
G
)-
~
ALUMINUM SKIN
SIDE PANEL CONNECT.
TIONS VARY rDO NOT
AFFECT ?A.N~L SPA."S)
::.nd05ed ~IIOIr'i<ilS
Ovem<iln9 l.,.QnOtClQ('I
"om;:-r~ ,~ J".fT ol"-iJ
~v .Z" I , ,'0 ..
"J ~ (" , . ~ I 1Z..1 I
,., ", 1'.;" 11;., , , .,
~rr :S., " ..,.. I , "
... , .. ,.., 10.\", I
:;,:"tclose(2 :;)Yllolngs
i.../'iemang '""~("td'Clon
~Cf~E 1.:r 2'~ :roO! ...;r
1,-C~ . ~Z ., 1.:,., I 1J..,
';J.,'
, .., 1"..., 1.:,>
'. ... ' ~ , " I ~ Z. ~
" 0 --, , ...
"
1C'.\
.,.0-
~.o
=
~11
0,0'9" ALUMINUM COVER PM OR
CONT:NUOUS ALL.MIN\,;M SHEET
~T
Il'S . Si8' CORROSION RESISTIV1:
WASHER HEADED SCRE.....S AT 24"
o C, AL TER.'lA TE Il'S . Si8" SMS
1'11112" DIA!-AETER WASHER.
~-------w ----.--.~
TYPICAL INSULATED PANEL
NOTES'
" INSTALL RIGIQ FOA.M INSUlATION INTO ALUMINUM ROOF PM,
2, COVER INSUlATION WITH 0 0145" PROTECTOR PA.NEL I'Ill"rl OVERLAPPING SEAMS,
3, iNSUlATION PANEL SHALL SE CLOSED WIn; AluMINLiM E,~D CAP TO SEC\.JRE PtACEMENT
A.~O TO DISCOURAGE THE NESTING OFNILDLIFE AND OR INSECTS,
4 "ROTECTOR PANEL WIlL. SE SECUREO SY /t.I! . 5/8' CCRROSION RESISTr/E WASHER
HEADEO SCREWS,
5, SCREW PATI'ECl.N WILL 3E ~ 2" ON ALL ?ER;MET"RS AND 24' 0 C FIELD ON s>.CH PA."EL.
5, ALL.MINuM END CAP WILL SE ATiACHEO WITH (3) :<8x1!2" CCRROSION f<ESIS7IVE WASHEi{
HEADED SCREWS,
Ta~le 7,1,0: Allow.ble Sp.ns for industry Standard Composite Cl.ool P.nels 10rVanous Loads
Aluminum Alloy 3'05 H.14 or H.25 10 E"S Core Oenslry Foam
...J
<
::)
Z
<
(/)~
W z
50(/)
I- (/) ill
() ill ...J
:J 0 en
c::: (/) <
I- ill l-
(/) cz:: I'
W::)z
~ I- 0
~ ~ f=
u.. cz:: ()
o I- ill
o(/)(/)
o ~
~ ~
~
::)
...J
<
~~?olnel'
OPen 3ut!d,nQS
~ ~V,nd ).ppj'e~O'<er"'<ilnq ,-Of1dll,oon Wind ":'PPlIed
i ReQlon LOold :-~O~Ei1~~t"'.:J"""T -r.:r~-.(~ ReQlon ! Lc~d --.;C~c:
lO~ .....P-"H. lr~..;- ,,4.,, ~.&'I ,.) o.:--lO!V:;r-;r-~T
~~ '':'' 1;,' iJ~ '.J.'.l """ 110\4?rol:. ~ ,.,
~201wI?H. 2~7~",2 ~",.3 :j:~~?H, .;., ,.....-
l1S,I,4,?H. ,~~-? ~Z"'..J I ~".~r~0--T2S~.?,r1. 4,) ,.
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ROOF
SELECT .-:DGE ~~~AB~~_~ AN?!. OR TABLE :2::-' ,~-
~1!-==--=-~:t- -~I- -==--=1~~::===='::'==---ii ~ ---",
i! 'I 'I (''LW'~ II
. :1 : 'FORMAX ,I .
: il I'UPRIGHT~ II :I:
:L !I :1 Ii LENGTH I 1'12" I
. VAAlE"s-;--io MAX. (ELEV, SLAB OR ON GAAI5E~---"o,
TYPICAL GLASS ROOM WITH SOLID ROOF, TYPICAL FRONT VIEW FRAMING
. (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1 "a' PLATE TO BOTIDM OF WALL 6EAM)
SOLID ROOF
--.----------<.- '--"--
~-,
I'
WiNDOW FRA!.UNG CAN A TI ACH
DIRECTLY TO HEADER
SE E Sl.A9 DETAilS
FOR FOOTINGS
GLASS WINDOW INSTALlED PER
MANUFACTURERS SPECIFICATIONS
CONVENTIONAL FRAMING OR ALUMINUM
COVER SYSTEM SHEETING BOTH SIDES
ANCHOR Wm-i #8 x 112' SHEET METAL
ALUMINUM SHEETING DR VINYL
ALTERNATE CONNECTION AT
FASCIA ,,"ueWED
SEE SECTION 7 FOR DETAILS
LOAD WiDTH
FOR ROOF BEAMS
-----
"'-- LW '.--,-'
SOLID ROOF_._________~ ..;-_.:;=~!12'-4
~--'i .----~i
//011 ,i I r,
.. 1 ' :1
~
--..-.-- -......:...
EXISTING
STRUCTURE
GLASS ROOM WALL SECTION
---------
~ - 3--------:.
'n~
~
MAXIMUM WIDTH ~ I
EDGE BEAM SPAN!. I ~
""'...... rf<OUGH OPENINffi' ~ ~
~WITH NO HEADER!: 2" x 2" i >
_ 'I II--~--'o:;
-'<
S,,:,,, [lEA/J AND UPRIGHTS
P=R. ABl'S
'..... --_..__.~
P = PROJECT!ON FROM ~~c:,
LW = LOAD WIDTH
V""IES
.'",
1"-- P VARIES -------,f
MINIMUM 2" x 2' x 0,032'
(TYPICAL)
TYPICAL SCREEN / GLASS ROOM
SHEETING MiNiMUM ONE SIDE
NOTES:A1':CHOR ,. x 2" OPEN BACK EXTRUSION WITH 114'>:2.1/4' CONCRETE
FPSTENE,~ MAX:i'~U~.A OF 2'-0' ON CENTER AND WITH,N 6' OF UPRIGHT
ANCHOR'" x 2' TO WALL WITrl2.112" #10 SHEET METAL SCREWS WITH
WASHERS 2'-0" ON CE:-tTER. ANCHOR BEAM AND UPRIGHTS INTER.'W.L Y
OR WTH ANCHOR CLIPS AND #10 SCREWS A"ID WASHEF~S,
MI!JIMUM SLAB THICKNESS FOR SLAB ON GRADE IS 3-1.12" CONCRETE.
SE ECT FRONT WALL BEAM FROM TABLE USING L..ARGER LOAD WIDTH
VALUE OF PI2 OR pr2 .O,H,
"P" IS CLEAR DISTANCE FROM HOST STRUCTURE TO FRONT WALL BEAl,1,
REMOVE VINYl WINDOWS WrlEN WIND SFEEDS ARE PREDICTED TO BE
75 M,P,H, OR GREATER.
SLAB 3-1/2" MINIMUM
(SEE DETAilS)
SOLID COVER
EDGE BEAM
VARIES
TYPICAL ELEVATION GLASS ROOM WAl L
~
SPANS PER TABLES
SOLID ROOF
STRUCTURAL OR PAN
\......,
A' ." /
w* / '""
, ,,p-' , d?,-g-/
, ~~ ~ /~
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">~:
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,-~"" . //
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~/'--...........-.-.j
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* - UPRIGHT HEIGHTS
TYPICAL FLAT ROOF ENCLOSURE
TYPICAL GABLE ROOF ENCLOSURE
y
1"-1'+1'~
~-'<
':: ~:-
i 1-.... x
r '1.
r i_:
2" x 2" PATIO EXTRUSION
y
I"- 1"..,- 1'-1"
.~----->."
ir ~ ~
( 1-'< X
.J 0,050" rr.,
Ii ,~
-....
A = 0.65 in.2
WT" 0,78 P.L.F,
Ix = 0,64 in'
Sx" 0,43 in.3
6063 . T6
2" X 3" X 0,050" PATIO EXTRUSION
NOTE: OTHER POSSIBLE EXTRUSION SECTIONS
NOT SHOWN SEE ENGINEERING MANUAL
....r.~ c.N'
~_. .~~~--~---
-.' J J" ~
~.- ..- ..' ~Ct- ~FlOo,:P""'Et '-.~o-___~
_ - - _ -.' F . , - -~
- -..' -'l~ I ~~ ....--. ~..
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II II r---- .
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I I G ~
/ I . I I
1 ' I'"
: . I I g
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I NI~
J I~
r
00" MAX.
T . 6" S,M.9, KEADER
o !
#8 x 1fT @ 24" C C :3 PER PANEL)
At TERNATIYE SEAM SUPPCRT
RECEIVING CHA"<NEL e #8 . \!2"
TO STUD a #8 x \!2" TO BEA'"
#8 . \!2" (3 PER PANEL)
------- ~~-
----
2 x RIOGE 6EAM
I
I .
__- I /.._--._
- ,~-
rr.--" .-------~~i: J' -~-
._ _ _ _ '.'; -A- !'lOr-" ~ - 0:---.......
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\ _- - ___ 2. ~_ '1
\~-_. 'l~' I I ~ - _ I
~ . - - ~ ..J- ~______ ~'-.
I I I I ___________
II II ~
\ I I I I -" I r---;
I I I [' i "-- 6EAMSUPPORT I II'"
I I I I I I STUOS TYP!CAL I I g
I I I I I ' , I 1;.-
I I !XI ~IXI I ~I~
I I I-I N I-, I N!~
I I I I , I I ! } I~
_1../! r'- .J_...l./ ,..J-L J...J' ,...L
I ( V
FRAMING DETAJLS
TI;E STRUCTURAL ADDITIONS AS SHOW~ iN THIS E:<<GINEER,NG PACKAGE ARE DESIG,'iED 7D 6l!.MAR.RIED TO A "'-NIUfAC"-'~ED
HOME STRUCTURE, TI;E PIER SUPPORT SYS~M FOR THE MA.:-tUFACT'JRED rlOME UNIT AS REFERENCED BY THE DMV
RUlE \ 5C-2.0072 AND TI;E NATIONAl. MANU, ACT1JRiOO HOUSiNG CONSTRUCTION ANO SAFETY ST ANDARDS ACT 3280,306 IS
ADEQUAT"E TO KA.'iOLE THE ADDITIONAl. S7RUCT'J"AL LOAD TRA~SMITIEO TO THE MANUfACTUREJ KaME STRUCTURE 3Y
TI;E STRUCTURAL ADOiTION,
rrlE PAN SPANS SHOWN ARE CALCUlJ\~O ON TI-<E WORST CASE LOAD DF 120 MPH WIND UPLIFT OR 20'/ SQ. FT, LIVE LOAD
MULTIPLY NUMBER OF SCRE'NS OR ANCHORS BY CCNVERSION FOR DIFFERENT WiND LOADS
m'"
'" 1" x 2" x 0,044"
::: ~I-
i" ~ ;l'
( j_ 2" x 2" x 0,044"
~
CONVERSION DETA1L 1
THE DESIGNS AND SPANS SHOWN ON THESE DRAW,NGS ARE
BASED ON THE LOAD REQUIREME.NTS FOR THE FOLLOWiNG
COOES:
1l STANDARD BUILDING CODE 1997, CHAPTER 16
INCLUDING SSTD 1(}'96
2) BOCA NATIONAL BUILDING CODE 1996
3) TEXAS DEPARTMENT OF iNSURANCE WINDSTORM
RESISTANT CONSTRUCTION 1998
WIND LOAD TO SNOW LOAD CONVERSION TABLE:
OESIGN SNOW LOAD WI~O LOAO I aUU)ING TY?'E
15.25 # / sa. FT, 3 -15 # I SQ, FT, 95 MPH I OPEN
,25-30' f SQ. FT, 61.70 # I sa FT, 100 MPH I OPEN
31.35.1 sa, FT, 61-70 # I sa, FT, 120 MPH I OPEN
1~#/saFT, 61.70#/SaFT, 1,OMPH/E'ICtOSED
6\-70 # I sa. FT, 61.70 # I sa, FT, 120 MPH I ENct.OSED
SEliC"f ROOF OR I'illLl MEMBERS FROM APPRQPR;A n WiNO LOAD T "-!lLES
~ 2,125' -~r
~, ,....----rr , ~
-....
---.1).
l' x 2'25" x l' x O,Q.lO"
RECEIVING CHA'INEL EACH
SIDE
ATIACH CHA.'INELS TO
EXISTING 2" x 2' POST
TEXAS CONVERSION TABLE:
CONVERSION FACTORS
ROOF WALL
0,67 1,00
0,74 1.00
EXISTING 2" x 2" x 0,044'
UPRIGHT
WIND ZONE
SEAWARD OF I.CW, "
INlMD OF I.CW, .
. INTERCOASTAL WATER'i'lAY
WINDOW FRAME
CONVERSION DETAIL 2
OPTIONAL
SCREEN ROOM TO GLASS ROOM
CONVERSION DETAILS
JOB NAl,1E:
ADDRESS:
\... ,'.;~ :":~ ::"jE ;:JE~,t.~I"" C~l'"
-l
~
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(/)~
~ ;;:
Oz
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(/)(/)-l
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ro 0..
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1
, r;F
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+ -L" " ~ ~1-
(2)#'OX1'SHEETMETALSCREW '-_:-~)~Il F.:p.--1
INTO SCREW SLOTS l 'Ill
ANCHOR" x 2' PlATE TO CONCRETE I ,~U
WITH 1'4' X 2.1!'Z" CONCRETE ..L./i
ANCHORS WITHIN S' OF EACH SIDE
0' EACH """ ,"0". 0 ~ MAX rr-T
t lLli ~
~ ' - - =~4
'\~' )~. .: .' ,~_ri 7
MIN, 3-,12" SLAB 2500 PSI CONC, iJj -
6x6-10xIO WW.fI.. OR FIBER MESH
VAPOR BARRIER UNDER CONCRETE
BEAMlHEADER
ALTERNATE CONNECTION DETAIL
2" X 2" x 0,063' ANGLE CONNECT
UPRIGHT @ BEAM/HEADER AND
CHAIR RAIL
" X 2' EXTRUSION
1.118' MIN, iN CONCRETE
HOllOW POST TO BASE AND HOllOW POST TO BEAM DETAil
2" X 2" OR 2' X 3" OR 2" 5MB POST
~/ '
/ '
~ ~+
! 0 0 !
~~-
L,I _
;- /
-rlf/
~ _ r <f/~ r-
~,-n ~
MIN, 3-'12' SLAB 2500 PSI CONC, \ 'ill ' .: . ~ ~
6x6-'Ox~OWW,M.ORF1BERMESH ~,
VAPOR BARRIER U,NDER CONCRETE
~
I
ANCHOR l' X 2' PlATE TO CONCRETE
WITH ':4' X 2-1/2" CONCRETE
ANCHORS WITHIN S' OF EACH SIDE
OF EACH POST AT 24" O,C, MAX.
OR THROUGH ANGLE AT 24" O,C, MAX.
(4) #10 X '.12" S,M.S, EACH SIDE
OF POST
HEADER BEAM
H-aAA OR GUSSET PlATE
2" X 2" X ,t,S" ANGLE EACH SIDE
ATTACH TO POST AND CONCRETE
AT LOAD BEARING WALL WITH
(2) #10 X 1/2" S,M.S, EACH SIDE
1" X 2' EXTRUSION
'-118" MIN, IN CONCRETE
SELF.MATING POST TO BASE AND SELF-MATING POST TO
BEAM DETAIL
EDGE BEAM
C "'I -I
.~
1+TIr
~
Ttvrn
l
" X 2" OPEN BACK
ATTACHED TO FRONT POST WITH
#10 X 2' S,M,S, MAX. S' FROM
EACH PURLlN AND 24' O,C,
FRONT WALL PURUN
TYPICAL CORNER DETAIL
SIDE WALL HEADER ATTACHED TO
" X 2" OPEN BACK WITH 1.41.'1,
(2)#10 x ",/2" S,M,S,
SIDE WALL PURLlNS ATTACHED TO
" X 2" OPEN BACK WITH 1.41.'1,
(2) #10 X ,.1/Z- S,M,S, IN
SCREW BOSSES
FRONT ANO SIDE BOTTOM RAlLS
ATTACHED TO CONCRETE WITH
114' X 2.114' MASONRY' QUICK SET
AT 6' FROM EACH POST AND 24'
ON CENTER MAX, AND WALLS A
1.41.'1," FROM EDGE OF CONCRETE
COMPOSITE ROOF PANElS; , "
(4) 114' X 4'LAG BOLTS WITH --1~ ~
WITH 1.114' FENDER WASHERS ~ "
PER 4'-0' PANEL ACROSS THE
FRONT AND 24' O,C, ALONG I -,'
SIDES (WALK-ON)
~ r RISER PANELS:
~ V /--- (3) tJ.8 X 1/2" S,M,S. PER 12' PANEL
rrJr- ~
'.... '
, "-- HEADER ATT ACHED TO POST
WITH MIN, (2) #10 X 1.1/2' S,M,S,
L-1T' . . IN SCREW BOSSES
-0;:,- 1 2' x 2", 2" X 3' OR 3" X 2' HOLLOW
I , '- ~ SEE SPAN TABLES
, . ~;-L-:-' ,--
EXISTING SlAB MAY BE USED IF --,---..An:r
IN GOOO CONDITION ANO APPROVED 'I I'!
BY THE BUILDING OFFICIAl ' . I
(')HILTll/2'x3-1/2"KBII. _ --I' - I ~ ,'x2'OPENBACKsOTTOMRAIL
BOLTS APPROVED FOR 665# ~
UPUFTWITHSTD,PLATEDCUT ~'. ,. , '. -;.-/.. 1I4'x2-114'MASONRYANCHOR
STEEL WASHER ~,@ S" FROM EACH POST AND
24' O,C. MAX.
11 i :lI8' B JLT P)? 3' PO:lT
(2) 3/8' BOlTS FOR 3' X 4' PO::iT
-e@
~@
4
1.1/2- X 1.112" X 0080' ANGLE ""f @
EACH SIDE OF COr-NECTiNG ~~ @
BEAM WITH SCREWS AS SHOWN I, - 1,.',
-@
. .,;;,@
- i f
w
2' X 2' OR 2" x3" HOUOW
SEE SPAN TABLE HEADER
CHAIR RAlL AND KICK PtATE
2' X 2" HOLLOW RAIL
POST ATTACHED TO BOTTOM
WITH MIN, (2) 11'0 X 1.1/2' S,M,S
IN SCREW BOSSES
CARRIER BEAM
SEE TABLE 3 , 1 , 2
FOR SNAP EXTRUSIONS CHAIR
RAIL A TT ACHEO TO POST WITH
MIN. (2) #10 X '-'/2" S,M,S, IN
SCRE\'V BOSSES
TYPICAL UPRIGHT DETAIL
UJ
~
ct:
UJ
a.
:I:
f-
a.
UJ
o
I
~
i
1
~
I
PRIMARY BEA.I.I
SEE TABLE 3,1.1
NOTE;
MiNiMUM #8 S,MS. X 3/4' LONG
NUMBER REQUIRED EQUAL TO
BEAM DEPTH iN INCHES
EXTRUSIONS WITH iNTERNAL SCREW BOSSES
/loAY BE CONNECTED \'VITH (2) #1 0 X 1.1/2"
INTERNALLY
CARRIER BEAM TO BEAM CONNECTION
PAN ROOF OR WOOD BEAM
(4) 1110 x'l2" S,M,S, EACH SIDE
OF POST
, x20R2x2ALUMINUM ~
TOP 1 X 2 OR 2 x 2 ATTACHED TO . I
POST WITH" x,' X 2' X 1/16' X 0,045'
ANGLE CLIPS EACH SIDE OF POST
WlTHMIN.(4)#10Xl/2.s.M.s" th '
, 'L' CLIP OR 'U' CfWojNEL
: J - CHAIR RAIL ATTACHED TO POST
CHAIR RAIL ANO KICK Pl.ATE ~ WITH MIN. (4) #10 S.M.S,
2' X 2" 0,044' HOLLOW RAIL ! I ~
ANCHOR' x2 PLATE TO CONCRETE L,,1-/ ,__ 1x20R2x2ATTACHEDTO
WITH "4' X 2.1./2' CONCRETE , BOTTOM WI" x,' X 2' X "'S-
"',",CHORS WITHIN 6' OF EACH SIDE .....--11 / 0,045' ANGLE CLIPS EACH SIDE
OF EACH POST AT 24' O,C, MAX. 1 V""l!. / AND MIN, (4) #10 X 112" S,M,S,
OR THROUGH ANGLE AT 24' O,C, MAX. 'IF- =jj; I' X 2" X 0,044' OPEN BACK EXT,
-_ _ " 11"_ /;-
~) I !::~~ 1.1/8' MIN, IN CONCRETE
MIN. 3-1/2' SLA.!3 2500 PSI (;CNC, . \ ,{ , .,' . ~ ~ /
6xfi-l0x10 W.w,~. OR FIBER MFSH \..::'_-------~_ /
VAPOf1BARRIER UNOi:R CONCRETE -
SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAIL
NON-LOAD BEARING WALLS
ANGLE OR RECENlNG CfWojNEL
~~'--
10:
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:~
;~
-~
~
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ell
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o
PRIMARY BEAM
SEE TABLE 3,1,1
NOTE:
MINIMUM tJ.8 S.M,S, X 3/4' LONG
NuMBER REQUIRED EQUAL TO
BEAM DEPTH iN IN(;rlES
EXTRUSIONS WITH INTERNAL SCREW BOSSES
MAY BE COr-NECTED WITH (2) #10 X 1.'/2"
INTERNALLY
CARRIER BEAM TO WALL CONNECTION
BEA.... TO WALL CONNECTION
(2) 2" X 2' X 0,060' EXTERNALLY MOUNTED ANGLES ATTACHED TO WooO WALL WITH MINiMUM
(2) 318' X 2" LAG SCREWS PER SIDE OR (2) 114' X 2.114' ANCHORS TO CONCRETE OR MASONRY
WALL ADD (1) "',",CHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3.
(AL TERNA TE)
(1) 1-3/4" X 1-314' X 1.3/4' X 118' INTERNAL U-CLlP ATTACHED TO WOOO WALL WITH MIN, (3) 3/8' X 2'
lAG SCREWS PER SIDE OR (3) "4' X 2.114' ANCHORS TO CONCRETE OR MASONRY WALL ADO
(1) ANCHOR PER SIDE FOR EACH INCH OF CANTILEVERED BEAM DEPTH LARGER THAN 3.
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---
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INTERNAL OR EXTERNAL RECEIVING CHANNEL
rr-r
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INTERNAL OR EXTERNAL ANGLE CLIPS
ALUMiNUM TUBE COLUMN
rif
Q=-.-
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it If .
111 u.J
'"
EXTRUDED ALUMINUM BASE OR
BREAI< FORMED U-CLlP
<l
CORROSION RESISTiVE STEEL
THRU BOLT PER SCHEDULE
'~
CONCRETE SLAB OR FOOTiNG
CONCRETE ANCHORS PE,~ SCHEDULE
lUBE COLUMN BASE SCHEMATIC
INTERNAL BASE
NOTE; ATTACHMENT DETAILS SHOWN REQUIRE DIAGONAL
BRACING FOR FREE-STANDING COVER
'Z'/;)' MIN,
BEFORE SLOPE
r
:I'-
3-1/2'
i ~
1
~ -----= -------
- =" .= =":= ~ .= == == .: _. - ~ - - -
.. " ' - , -., - -., - ,- -', ._. ~- - - - - - - - ..
- =' =.,1_.,_.'-< _ ::' = := :::;; '=:' = :::: =' =
_.~==.=- = :: = = "=: = == =.,
'::1:=;-
,,~
n'PE I
FL4.T SLOPE I NO FOOTING
0-2"112"
~~ POST IN CONCRETE 11-4 BAR 12" LONG
: ~-+--_ POURED CONCRETE REFER TO TABLE 2.4
i Y I
"" I :
<~>.
.. '-..../'" '---/ ~
ISOLATED FOOTING
/---
A,
\...., i 11/ ___-
<'~~------'..,=
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~-
'~-
3' x 3' POST TURN BOLTED
TO ANCHOR RISER
2.314' x 2.314' x 2.1/2' LONG
1 IS' TUBING
WELDED CONNECTION
FASTEN PER TABLE
12' x 12" x 114' PLA.TE
3- \ /2' CONCRETE SlAB
BASE ANCHOR CONNECTOR
FOR POST TO SLAB CONNECTION
"--
,
..,.
CO<
/'
I
....J1
I: vr
I
I'
Ii
I'
'f = THICKNESS OR REQUIRED POST
"V TOP OF GRADE
I,
I] -;:- t
II I
..l'l_rl
~-~
3' x 3' POST PER TABLE
80 lb. 2500 psi CONCRETE PRE.MIX
3/8' x 3- 1/2' BOLT
OPTiONAl CONCRETE eM' BLOCK
OR BRICK
-~
'!<--
~
,
~
,."
'-c--
. .
___- \6'
('lll-4 BAR AT CORNERS AND 10'..()"
ON CENTER FILL CELLS AND KNOCK OUT
BLOCK TOP COURSE WITH 3000 PSI
PEA ROCK CONCRETE
RIBBON FOOTING OR MONOUTHIC
IF MONOUTHIC SlAB IS USED SEE NOTES
OF DETAILS BELOW
~
.
CO<
....
'" 12" -"
ANCHOR ALUMINUM FRAME TO WALL
OR SlAB Willi 114' x 2.\12" MASONRY
ANCHOR Willi IN 6' OF POST AND 24'
ON CENTER MAXIMUM
(' 1 #4 BAR CONTINUOUS
S' X 6' X 16' BlOCK WALL (MAX. 32")
(1) fI.5l3 BAR OR (2) #40 BARS
MIN, 2.112" COVER
KNEE WALL FOOTING FOR SCREENED ENCLOSURES
__o~
I ',- ;-' -, - - .- - - .,. i"
~'!,'~,'El
~ 11'
amn'
r;,i ~
~ .1, fl
~ ---=
;r-,.----o>
S ,II ,g
!3 "j .~ 0
~ !~
~rl
--!.:Ji ~
~-EJ' ~.:
..
..." .
~
,
~
10
....
I
'-c--' ,
~
"...
ALUMINUM ATTACHMENT
3-1/2' CONCRETE SlAB 6 x S - 10 x,o WELDED
WIRE MESH OR FIBER MESH CONCRETE
VISQUENE VAPOR BARRIER UNDER SLABS
HAViNG STRUCTURES ABOVE
WELL COMPACTED Cl <:AN FILL OVE,";' SACRIFIC;::D
NATURAL SOIL 00% RELATiVE DENSITY
CONCRETE FILLED BLOCK STEM WALL
S' x a' x 16' C,M,U,
....J
~
:)
(/)Z
~~
a~
OZ
o:::Q(/)
(/)(/)....J
~~~
l?f3~
odO:::("')
...J:)Z
>-f-a
ZUi=
5~u
zt;~
~~
0::::)
UZ
(/)~
:)
....J
~
8' x 12' CONCRETE FOOTING \'VIlli (1l #5 CONTINUOUS
LOCATE ON UNDISTURBED NATURAL SOIL
(') #5 VERTICAL BAR AT CORNERS AND 10''/;)' O,C,
RAISED PATIO FOOTING
..:l :;.
!
(2) 2" x 2" x l' ANGLE OR (1 l U-GHANNEL X l'
~!~-
I
r
. .
3' x 3' BASE
PORCH POST CONNECTION
ALUMINUM CONVENTIONAL CONSTRUCTION
~
,I- 8'-..,1
n'PE II
MODERATE SLOPE FOOTING
2"/12".1'.10"
""....-----
" -
"
,
", ~==F==::==:f=- =-
~ I
~ ,I- S' -,-'
TYPE 1\ I
STEEP SLOPE FOOTING
> 1'.10'
NOTES' 1, NO FOOTING REQUIRED EXCEPT WHEN ADDRESSiNG EROSION EXCEPT FOR EXISTING
SlAB WllliOUT REiNFORCEMENT, lliEN TRIBUTARY ROOF AREA LIMITED BY TABLE 2,4
2. MONOLITHIC SlABS OR FOOTINGS SHAlL BE MIN, 2,500 PSI CONCRETE WITH 6x6-1Ox10
WELDED WoRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH,
3, IF LOCAL BUILDING COOES REQUIRES A MINIMUM FOOTING USE TYPE II FOOTING OR
FOOTiNG SECTION REQUiRED BY LOCAL CODE. LOCAL CODE GOVERNS,
SLAB DETAILS ADDRESSING EROSION
u , _~
~=
L:J~
,1-8'-..,1
h
tJ1JJ~
~fl~l /
~- r
l. .....:, .~~,' ~, ,
PAD FOOTING
ALUMINUM STRUCTURE FOOTiNG
2500 PSI CONCRETE Willi (1) tI-5 BAR CONT,
MINIMUM 2.112" OFF GROUND
RIBBON FOOTING TYPE I
u
I: .,.., <...[~
-;"- 12" -:I'-
ALUMINUM STRUCTURE FOOTING
2500 PSI CONCRETE WITH (2) #5 OR (3) #3 BAR CONT,
MINIMUM 2.112" OFF GROUND
RIBBON FOOTING TYPE II
GALV, METAL STRAP (14 GA xl')
a' x a' x 16' CONCRETE BLOCK
8' X 24' x 24' POURED CONCRETE PAD
(2) #5 BARS (1a' LONG) EACH WAY
CONCRETE POURED CELLS WITH tI-5 BAR
(SAKRETE READY MIX wi GRAVEL)
.1-
W ~ ~
'f-' CO<
0... .... ~
::l CO<
... V) ~
~~'"- ..,.
Q) U .(:::
c:l-z"f:g
c:~@:;;"'
Q)~~~~
a:l3:I:e~
. ~ 5 ~ g
WQOO~
Q)";'~S:~
""''''w'"-
"",lUr').-/
C:W""w
Q)~><1-
L..
~.... '
ro 5> C1.
Q
SEAL
3
OF
6
r-
6'
7'
8'
g'
10'
11'
U'
Load Width
5'
6'
T
8'
g'
10'
11'
I 1.
LExampJe;
For 2"' x 2"' x 0044" Ext"'Usion beam sea" is dis~at\ce betw'een UP(19h~s: to e~te( tatJ!e roof panel prOjection
ot ~ 4'.{)" find load width,
L,W = 14'12 + 2' O,H = 9' Enter table on left ~nder load Width Load Width = 9'-0", Read span under
appropnate load:
U.e Load @ 17 # I SqFt. / 102 M PH Load Beam Span =
Note:
Glass Rooms The addition ot alummum frame WIndows With glass panes tl1a1 are deSigned to 110 M,PH
WInd load requirements to the above upngh1 sizes Increases the strength so that addrtlonal framing IS nol
reqUlfed Tables assume eX1ruslon onented With longer eX1ruslon dimenSion parallel to applied load
Table 3,1,1:
10-
1"
1.
Load Width
5'
6'
r
I
-.--
J I~'
~av\11dth
I
r---
I
5.5 i
4.11" I
:::~:
~~::, j
3. ,0 I
3'~ I ~1:
i~I' !~t".
4:-8:: I 8
4~ I I W
4.2" I 10'
3.11" I 1,7
3.10" I I 12'
Allowable Beam Spans" Hollow Extrusions for Screen
and lor Vinyl (Open) Rooms with Solid Roofs
Alum inum Alloy 6063 T ~
:,-/
5:''}'
~-4
;:~::
~.~"
I
i .~ =1
I I 4 3 J .,,"
-r -,~' - ~; I _. H.
12"x2"xO,044 -~.-
! 05;' 6'.10 I 5-4""
6'-9' ~'.3" I 5.,15
6'.3" ~9:: I ~-4,:
5.10" _.5 I _:::I
5.1" I 4.~'
4.10 I Z...,
5~~'
, ..
~:.;:
..
:::~:
~'~"
~.
I
I
I 4'.9" I
I 2" x 2" x 0 055
I 8'.1 '
7".5"
6'. i 0"
4.11"
4-(
4.J
4.{)
3'.10'
4-5
,.."
T.5"
6.10
-6.4
~.11'
~ ":
Os'~,
. ,U
~~,
~.
6: :
~~1
~"~:
4.'
6.6"
0')"
5.9"
5 -,"
5.3'
5-0"
4.10'
~.~ i .
4.1'
r:r~
--~
~ -3'
4.5
4.3
5'.3"
4...,
r-5'~"
Table 3,1.2:
Allowable Beam Spans" Hollow Extrusions for Screen
and I orVinyl [Open] Rooms with Solid Roofs
Aluminum Alloy 6063 T ~
\10 MPH
'TTTSq.~20 # I Sq, Fl
3" x 2" x 0,050
I g.
! 7-e, I
T.2" I
I 2" x 4" x 0,050"'
,3'.9' I
,7.,"
',.~
10"'" "
10'.3"
9'.9"
9'.3"
8'.11)"
6'.11'
ro. 7 '
12'-<3'
11.,'
~~:~::
~:-5,:
8~:~~::'
Note:
G:ass Roo,"'s The adcrtlon 01 alu,,",."um frame windows With glass paces that are deslgr'ed \0110 MP H
WInd load requrremems to the above upnght sizes Increases the strength so that additional framing IS not
required
Table 3.1.3: Allowable Spans For CARRIER Beams in a Solid Roof, ENCLOSED Structures
102 MPH Wind Zone, Applied Load = 29 Ib~sqft Aluminum Alloy 6063 T -6, Fb = 15,000 psi
Single Self-Mating Beams
....J
~
::)
Z
(/)~
~ ~
o z
Ot:)
a:_(J)
(J)U)UJ
U)UJ....J
::sOCI:l
t:)[g;5
~a:C")
....J::)Z
>-1-0
~~f=
>0::0
Z~~
UJ
LU ~
0::::)
OZ
(/)~
::)
....J
~
l--
'<!;
W;:: ~
, .,J N
0... :::l ~
V)N
<!;'"
~"8 ~~
Q) l-- < ,....
C~rs~:8
C~I-,....:g
Q)o..~~'
ro3::g~
I.U...-_
.>I-W~
W~6~e
,(/):t:><
Q)ll:<o~<
t) ljj l!l ...
C ~...
Q)"
'-~
3~
(\j~
.-Ju
SEAL
SHE T
p ,. on....raon
Zone Lo.i d F I ctot
~ 4
u.
so Q,rr-j
OF 6
Table 3,2.1: Allowable Upright Heights Screen, Vinyl and Glass Rooms
Aluminum Alloy 6063 T-6
Ta ble 3,2,2: Allowable U prig ht Heights Screen, Viny I and Glass Rooms
Aluminum Alloy 6063 T-G
~ x ~ X V,VJ~ allOW utruSlon
VYlno .:.one
Load r--wIMV n, I IV IV', ,H, I 120 MY.H. I~::> Ivu".n. I l"V M,,,,,n,
Width AppfleO Loa 0
'" OJ,;,q, r ~j ,. I::>q, rL 26 # i:Sq. ct 29 # l:sq, H 36#/:Sq,rt
jtl ;;-'U 0-11 5-~ (-1 l' I.~
,,~ ;;-, O-j (-;;' (-::> \,~
4ll' 0-<> I -~ I.j I> -11 I>-~
::>" O-<J 1-4 l>-lU 1>-<> :)-lV
OV 1./ I> -11 1>-<> c." ::>.
co I-j 1>.1 S'.j' :)-11 :).~
(,t. 1>-11 1>-4 ~.1 ~~ :),1
~70 I>~ I C-I I :).;; I :) -~ 4 -IV
>--- I ~.o I :) .~ 4-0
04 0':) :). IV
-Sv o .j I :)'0 :) .4 I :)-<J "'"
~ x ,,' x rr:-OJ6- HOllOW uuuSlon
wino LOne
Load llJ" 1VI."',n. I IIV M.""n. '''U IVI,"',H. I 1"::> 1VI.t',H. 'l'W"1VI.t',H.
Width App leo Loao
'" ..I;,q, -l- I "j" I::>q, rL 26 # ISq, F-l "'1" I::>q, rL I 3b" l.:lq, r~
~'i 'U-j'" I ;;-4 8"-9' 5'-j I -:)
;;~~: ~:.r: 51 I;r--t- --~..=j
8.1 -, ('.( 1.,[ 1:)-:)
::>4 0-4 /'1 I.~ I> ., 1>"
~~ I-II -~ 1>';; 1>-:) :).;;
bb" I-I I> -11 S".., 0-1 ::>-<>
, " I',j c.1 .,~", ~-w ~.j
I 10 0- , 0-<0 :)- I :),0 :)'1
~~: 0-0 0- , :) -, I :).:) 4-1
0--:> I :)-11 ~-o I :)-j 4 .~
I 2"' x 2" X IJ.044' OIlOW utruSlon
I Load f-,02 M.P.H. VY I no LOne
I 110 M. ,H, I 1LU M.,r. 1L::> M,"',H. 1jU IVI."',M,
i Width Applleo Loao
~" 1'~_I.:lq, '1:. I "J OJ {.:lq, rl:. I "b" /::>q. rL ,,;;,. I::>q. ct 36 # I::>q, rt.
J~ ,." IU'" ! ,./ i ' ., 0,,,
4~ ,0 -4 I ;;'0 I o-,u I 0-0 1-<>
i 4<1 ;;-0 0-IV 8'.j '-IU I-I
I 54 . ,,-~ 0-4 I.W -0 0-0
IOU 0-0' I . '"~ , -0 '-<J 0-4
'--b6 ::> -j {-o {-1 I 0'0 o~u
i" {-II (-" c-' I c-;) :)-;;
10' (-I I 0-11 c-<> c-" ;)-<>
04 /-4 0-0 o-j :) -11 ;)-4
90' I-I I 0-:) c- ;)., :)."
" x ~ x ([l)55" OIIOW btruSlon
winO LOne
Load -'0" M."',n, IIV M,,,,,n. lLU IVI."',H. I 1"::> 1VI.t',H. ''''' ",, ,n.
Width Applleo LOaO
1;;" I::>q, rt. "j ,. I:>q. rt "c ,. I:>q, -t I ~'1" I:>q, rt jb" I:>q, rL
36' l~-j 11 -I IV-;) ;;- 1 0-11
4'" 1-4 IU-j 9'~" ~ ." O-J
4ll IV- ,.-{ 9-1 5.1 l-'j
:)4 ;;-11 ~-I 0-<> 5.1 / .j
oU ~-<> I 0.1 0- I 1-0 c .11
00 ;;""' I o.~ (-;; I 1-4 0.1
, ,," o-'j I -lV I,;) 0-11 O-j
70' 0-4 1.1 0." o-u
04" 1.11 ( -j o-lU" 0-0 :) 'IV
~ I,;; I-<J 1:).( o 'j ;).
Lead
Wioth
Lead
Width
Glass Rooms The addItion of alumInum f:-ama windOWS WIth glass Danes tha1 are
des'gned 10 110 M,PH, Wind load requlfemen:s 10 Lee aixlve "pcight s,zes Increases lhe
strength so that aodrtlonal framtt1g 's not requ;reo
Screen Splines en 3" Side extrusion Icrneo With 3" Side parallel tc sole plate
USing screen panel wloth 'W' (See ~plcalg,ass room draWing,), select upright height ,,"
required from Lie maximum heIgh: al;owed fOf e2c.'1 extrusion
Example:
Screen panal "'loth "W" = 50":
MaXimum "H" for a 2" x 2- x 0050" HOliC... ExtruSion = 13'-0"
Table 3,2.3:
Allowable Upright Heights Screen, Vinyl and Glass Rooms
Af'lminum Alloy 6063 T-6
3" x 2" x 0,050
I- Load
I Width
Notes:
Glass Rooms The addition of aluminum frame Windows With glass panes that are
deSigned 10 110M P H, Wind load requrrements to the above uprrght sizes Increases the
strength so that additional framing IS not required
Screen Splines on 3" Side, ex\rtJslon t'Jmed 'Mth 3" Side parallel to soie plate
USing screen panel Width 'W' (See tYPical glass room draWing ), select uprrght required
from the maximum height allowed for each extruSion
Example:
Screen panel width 'W' = 60",
Maximum "H" br a r x 2" x 0036" Hollow ExtrJSlon = 7'.1'"
NOles
Glass Rooms, The addition ef aluminum frame Windows With glass panes thaI are deSigned to 110
M,P H, wino lead reqUIrements 10 Ihe above upnght sizes Increases the strength so that additional
frammg is not required
USing screen panel wldlh"'N' (See typical ~Iass room drawing) select upnght reQ"lfed from Ihe
maXJmum heIght allowed for e3ch eX1i\.JSJon
Screen Splines on 3" Side ext,,"sIon lumt"'J "'lh 3" SIde parallel 10 sote plale
Table 9,3: Allowable Loads On Screws And Bolls
IAs Recommended By Manuf.cture~
Self.Tapping and Machine Screws AJlowable Lo~ds fensile
Strengtt'l 55,000 p": She.r 24,000 psi
Metal to Metal
Screw Diameter Shear {lbs.
II'!
~
1/2" 4 ply
-- -. --., '--Pulfo<il
Screw Diameter Shear (Ibs,) ! (lbs,1
;~
~~
~~
~
~~:
1~;
Wood Lag Screw Loads
Using Southern Pine S,G" 0,55 or Equivalent ','/2" Thickness
Ej-r---- - .1- Double Withdrawai'
S(;rew,?~ametef' : She~~dlbs.t. Shea~ IbS.. lbs.
-sw--:---z;t II j~; ~
I JI~ I L4<.l " >:00 ~ 1
Conerete Screws And Solts In Concrete, Brick or C,M,U.
(Embedment Must Be a Minimum of '.112" Thickness With 1.114" From Edge)
r---2.000lt [;Onerete I :r, ncre e
Tension
S<:rew Diameter Ibs. Shear Shear
J. ='
V I !jl
:lIO
, 44:)
Aluminum Rivets with Aluminum Mandrel....
,TenSion
Screw Diameter (Ibs,)
I ·
~
I !;:Sf
SCre-N goes t!lrC\Jgh two Sides of fTlell':.ers
.... All Car~ej lengths Celus IndustnaJ Quality Use manufacturefs gr'p range to ma~ch total wall thIckness of
connectIon Use cn3rt To SeieC1 sc;ew U S, nvet subSlJtutlOn of ancnOr speclficatJons \n draWIngs
Table 2,4:
Footings. Maximum Roof Area for Carport Posts
Wind lone =
Applied Load =
Existing Slab on Grade
with unknown
reinforcement
Isolated Footing
DimensionS-.
Maximum Attributable Rool Area in Square Feet
30 25 22 20 16
59 SO 43 38 31
77 66 57 51 41
120 '02 89 78 54
lSO ,27 ", 98 80
155 ,32 115 102 83
194 165 '43 127 103
270 230 200 '77 144
3:24 276 240 212 172
1'-0" x "-0" )( 1'<)"
1'4" I "4" X 1'--1"
"-6" I 1'-6" )( 1'-6"
"-8" )( "-S")( 2'<)"
"-8" x 1'-8" X 2'-6"
2'-0" )( 2'-0" x 2'-0"
2'-0" x 2'-0" x 2'-6"
2'-6" x 2'-6" I 2'-6"
2' -6" x 2' -6" )( J' <)"
"Notes:
ISO'ated Footing 's a poured ConCrele ,€Ctang'J1a1 sohd (Length x W,oth x De-pthl
Slab on Qrade must be neoN or In 900<:1 condition
Pre-Cast Block Footing
Pre-eaSl footing blOC>' ( 15" x ; 5"
to rade
DImenSIons
"--I" x "4" x 2'~"
x 4" I at 24" beocw grade With BO . bag pre.m,x concrete and backfilled
....J
~
::)
(/)Z
:;: ~
O~
OZ
o::Q(/)
(/)(/)W
(/)W....J
:soro
(!)[B~
060::t"'l
....J::)Z
>-1-0
ZUf=
5Eio
- I- W
Z(/)(/)
ltj~
0::::)
UZ
(/)~
::)
....J
~
.f-
W~
. f-' N
f'\ ....-
u... ~ N
V)...
....... ~ u: .
(j) l) <' ~
Cf-Z"":g
C~@~~
~ ~ ~ i~
-':X:__
'~5wC5
W i!3 0 ~ e
C)rl:i5:~
U w. ~
C~xw
C)-of-
....~
3~
ros
.-J-
5
OF
6
PAN ROOF ANCHORING DETAILS
~~.?c /-=--===.
--~~ ". ,r--..----.-.-
~ / ;r / / ,..-.-.
<( / I' "I'... .
"- !," .~ ...,
3 i ~ '--------::.-r=
(/) I I !". wi:
3JI__t".I,I~. U
I.. I _____
:=~"""U ,.~-~_
",~-------_.
'~ --.-.
EXISTING TRUSS OR RAFTER
SEALANT
HEADER (SEE NOTE BELO'N)
#8 . 9116' S,M.S, (3) PER PNj
AND (') AT RISER
#10.,.112" S,M.S. (1) PER RAFTER
OR TRUSS TAIL
ROOF PNjEL
#10.314' S,M,3, AT 12' ON CENTER
#8.9116" S,M,S, (3) PER PNj
AND (1) AT RISER
AL TERNA TE CONN E CTION:
#8.1.114" SCREWS (3) PER PAN INTO
FASCIA THROUGH PNj BOXED END
EXISTING FASCIA
ROOF PANEL TO FASCIA DETAIL
,..-~-~
/
/ /-----
//. //~
Wr;/....---J
/ / , / , I
'/ --'J: I
~/ !&~
~!_' o~
~~
HEADER (SEE NOTE BELO'N)
#8.91',6' SM,S, (3) PER PNj
AND (1) PER RISER
FOR MASONRY USE 114" X 1.114' TAP-CON
ANCHOR OR EQUAL AT 24' ON CENTER
rOil. WOOD USE :10 x 1-1r.:' $,M,S,
Gil. WOOD SCRE'NS AT 12" ON CENTER
ROOF PNjEL
#S. 91',6" S,M,S, (3) PER PNj
AND (1) PER RISER
EXISTING HOST STRUCTURE:
WOOD FRAME. MASONRY OR OTHER
CONSTRUCTION
ROOF PANEL TO WALL DETAlL
ROOF PANELS SHALL BE ATT ACHED TO THE HEADER W1Tri (3) EACH #S x 1/2"
LONG CORROSION RESISTANT SHEET METAL SCRE'NS WITH 1/2" WASHERS,
ALL SCRE'N HEADS SHAll BE CAULKED OR SHAll. HAVE NEOPRENE GASKET
BEnVEEN THE WASHER AND THE PAN,
PAN RIBS SHl..LL RECEIVE (1) EACH #8 .,/2" SCREW EACH, TI-iE PANS MAY BE
ANCHORED THROUGH BOXED PA.'4 WITH (3) EACH #8 x ',. OF THE ABOVE SCREW
TYPES AND THE ABOVE SPECIFIED RIB SCRE'N,
NOTES:
,--
I
I
l' FASCIA (MINIMUM)
BREAK FORMED METAL
SAME THICKNESS AS PAN
(MINfMUM) ANCHOR TO
~ASCIA AND RIB OF PNj
AS SHOWN
#S x 314' SCRE'NS @ 6' O,C,
#S x 1/2" SCRE'NS @ 6" O,C,
~,\.r\~ --~~-
"",---- HEADER (SEE NOTE 3ELO'N)
" \
\ \ #8.9116' S,MS, @ 8" O,C,
\\ "\ ROOF PANEL
, FOR MASONRY USE 1/4' x 1.114' TAPCON
ANCHOR OR EQUAL @ 24' O,C,
\L FOR WOOD USE #10. 1-112' S,M,S, DR
WOOD SCREWS @ 12: O,C,
EXISTING HOST STRUCTURE:
WOOD FRA.'-AE, MASONRY OR OTHER
CONSTRUCTION
---1
I
---,
I
ALTERNATE ROOF PANEL TO WALL DETA1L
NOTES: ROOF PANELS SHAll BE ATTACHED TO THE HEADER WITH (3) EACH #8 x 1/2"
LONG CORROSION RESISTANT SHEET METAL SCRE'NS WlTH 112" WASHERS,
All. SCRE'N HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET
BETWEEN THE WASHER AND THE PAN.
PAN RIBS SHAlL RECEIVE (1) EACH #S. 112" SCRE'N EACH, TI-iE PANS MAY BE
ANCHORED THROUGH BOXED PAN WITH (3) EACH #S x l' OF THE ABOVE SCRE'N
TYPES AND TI-iE ABOVE SPECIFIED RIB SCRE'N,
COMPOSITE ROOF ANCHORING DETAILS
~.._-----_.
~
~/;. ,/- "-'-----
~ , " ,: I ,_ ,/-- --
~: \. I' . .."1
~ I iV,I",lt. f-'---f~r ---
N 1/ ~ I~-~-!:_J_
:::~ ~/ jJ - . "____ - ---
----u. ~---
--------... ,
EXISTING TRUSS OR RAFTER
#8.9116" SMS SPACED AT
8' OC, BOTH SIDES
ROOF PANEL
#10 x 1.112" S,M,S, OR WOOD
WOOD SCREW (1) PER RAFTER
OR TRUSS TAIL
#10 X 314' S,M.S, OR WOOD
SCRE'N SPACED AT 12" OC,
#8 x 9116" SMS SPACED AT
8" O,C, BOTH SIDES
-___.......... _ __ EXISTiNG FASCIA
ROOF PANEL TO FASCIA DETAIL
/--- --
/
,/
EXISTING HOST STRUCTURE
WOOD FRAME, MASONRY OR OTHER
CONSTRUCTION
#8 . 9,.,6' S,M S SPACED AT 8"
ON CENTER BOTH SIDES
/:/// ~-----
//1:; ~
/ / ' --~-
/.,.---. ~ t..':""
< "'''
.. 0
! i
.~~-
-----
FOR MASGNRY USE' '4' x 1.1/4' TA.">CON
ANCHOR ::lR, EQUAL Ai l4' ON CEN1 .oR
FOR WOOD USE #10 x 1.112" S,MS, OR
WOOD SCREWS AT 12" ON CENTER
ROOF PANEL
#8.9116' S,MS. SPACED AT 8'
ON CENTER BOTH SIDES
ROOF PANEL TO WALL DETAIL
NOTES:
WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA
FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS
BUTTS, SUB.FASCIA AND THOSE AREAS SHALL HAVE DOUBLE A.~CHORS,
ALL SCRE....S INTO THE HOST STRUCTURE SHALL HAVE MiNIMUM '-1/4' WASHERS
OR SHALL BE WASHER HEADED SCREWS,
HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANel OR PA."S"', THE WALL
THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PA.'4 OR COMPOSITE
PA."EL WALL THICKNESS, HEADERS SHALL BE ANCHORED TO THE HOST
STRUCTURE ....,TH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO,
THE A.~CHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 MP,H, FOR
SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPA." OF THE ROOF PANEL FRCM
THE HOST STRUCTURE.
;'"--- 6"
10'
#8 x 1/2" ALL PURPOSE SCREW
@12"OC,
/
w
a::
:l
f-
U
:l
a::
f-
(/l
f-
(/l
o
J:
J
/
/
/
-1
~
I
"1
BREAKFORM FLASHING
i
f
!
FASTENING SCREW SHOULD BE A MIN,
OF l' BACK FROM TI-iE EDGE OF FLASHiNG
3' COMPOSITE ROOF PANEL
SEE SPNj TABLE
ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS
" FtASHING TO BE INSTALLED A MIN, 6' UNDER THE FIRST ROW OF SHINGlES
2. STANDARD COIL FOR FlASHING IS 16" ,019 MIl. COIL
3, FIRST ROW OF NAILS WILL HAVE TO BE REMOVED TO INSTALL FlASHING PROPERlY
4, FlASHING WILL BE INSTALLED UNDER THE FELT PAPER WHEN POSSIBLE
5, HEADER WIU BE PUTTY TAPED AND CAULKED EVEN THOUGH FlASHING IS TO BE INSTAlI.ED
6, IF THE DROP FROM THE EDGE OF THE SHINGLE DOWN TO THE TOP OF THE HEADER IS MORE
THAN l' THEN THE DRIP EDGE WILL HAVE TO BE BROKEN TO CONFORM TO THIS DROP
7, WHEN USING FLASHING THE SMAlLEST SIZE HEADER AVAILABLE SHOULD BE USED
12" ,OJ MIl. ROlLFORM OR 8" BREAKFORM IS BEST SUITED FOR HEADER SINCE IT KEEPS
THE FlAP UP OF TI-iE HEADER BACK FROM THE EDGE OF THE FlASHiNG
8. WHEN SEPARATION BETWEEN DRIP EDGE AND PA.'4EL FlASHING IS REQUIRED
1/2' SEPARATION MINIMUM
9, STRIP SEALANT BETWEEN FASCIA AND HEADER PRIOR TO INSTALLATION
PAN ROOF ANCHORING DETAILS
RIDGE CAP ___.___~ __ SEAlA~T
HEADERS A.'4D PA.~ELS ON ff - PAN HEADER
BOTH SIDES OF BEAM ;-- (BREAK-FORMED OR EXT)
FOR GABlED APPLICA nON , / . #8 x 9- 1 6" S,MS, (3) PER PNj
__ -- -- ~-,... ~ AND (1)ATPAN RISER
f \~
L PAN OR COMP, ROOF PANEL
ALTERNATE CONNECTION:
#S x 1.1/4" SCRE'NS (3) PER PA.'4
INTO BEAM THROUGH BOXED
END OF PAN AND HEADER.
ROOF PANEL TO BEAM DETAIL
#S x 9116" S.M.S, (3)?ER P~
AND (1)AT PNj RISER
#S . 9116" S,M,S, (3) PER PAN
ALONG PA.'4 BOTTOM
+
----J
,
~
I
NOTE:
WHEN FASTENING PA.~ELS OR PANS TO
WOOD PLATES SCRE'NS SHALL HAVE A
MINIMUM EMBEDMENT OF l'
FOR COMPOSITE ROOFS:
#10 x (I + 1/2") S.M,:>" WITH 1.1/4'
DIAMETER :=ENDER I;\oASHERS
@ 12" O,C, (LENGTH = PA.~EL
THICKNESS + 1') @ ROOF BEARING
ELEMENT (SHOWN) AND 24' O,C, @
NON-8EARING ELEMENT (SIDE WALLS)
ROOF PANEL (PER TABLES)
SECTION 7
FOR PA.'4 ROOFS:
(3) EACH #8 x 112" LONG S,M,$
"ER 1~' ?ANEL
SUPPORTING BEAM
(PER TABLES)
ROOF PANEL TO BEAM FASTENING DETAIL
(1) #S x 112' WITI-i HEAD S,M.S,
TOP OF EACH RISER
BOX HEADER
BEAD OF CAULKING ALONG TOP OF
BOX HEADER
ROOF PA.'4
#10.,.112" WASHER HEAD S,M,S,
TI-iROUGH BOX HEADER 12" O,C,
INTO HOST STRUCTURE
NOTES:
1, W1-iEN HOST STRUCTURE IS MASONRY
USE 1/4" x '-114' DRIVE PINS OR
1/4' x 2-1/4' THUNDERBOLTS
2, FASTEN TI-iE EXISTING SUB-FASCIA
TO RAFTER TAILS FIRST WlTri
#10.3' S.M,S,
(3) PER ROOF PAN #S x 318'
wi HEAD S,M,S, OC, INTO BEAM
(3) PER ROOF PAN #10 x l' WITH
S,M,S. THROUGH ROOF PA.'4 AND BOX
HEADER O,C, INTO HOST STRUCTURE
PAN ROOF AND BOX HEADER
FLASHING 0,024 OR 26 GA GALV,
2"x 2"x 0,06" . BEAM DEPTH
+ 4' ATTACH ANGLE 'A' TO
FASCIA WlTI-i 2-318' LAG
SCRE'NS AT EACH ANGLE
MIN, 2" x 3" x 0050" S,M,B,
(4) #10 S,M,S, AT EACH A.'4GLE
EACH SIDE
r-I
~
I
1
I
I
A = WIDTH REQUIRED FOR GUTTER
B = OVERHANG DiMENSION
1_: ~,/ Ii
@!
I
-@ ,
I. i
,
BEAM TO WALL CONNECTION: r-- A -/
(2)2".2".0,060" EXTERNAl Y MOUNTED ANGLES ATTACHED TO WOOD WALL WITI-i MINIMUM
(2) 318' x 2" Uo.G SCREWS PER SIDE OR (2) 1/4'.2.1/4' CONCRETE A.'4CHORS TO CONCRETE OR
MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAI... DEPTI-i u..RGER THAN 3"
(ALTERNATE) (1) 1-314" x 1.314' x 1-314" x "8'INTERNAl U-CLlP ATTACHED TO WOOD WALL WlTI-i
MiN, (3) 3/8' x 2" LAG SCRE'NS PER SIDE OR (3) 1/4' .2.1/4' CONCRETE ANCHORS TO CONCRETE
OR MASONRY WAlL ADD (1) ANCHOR PER SIDE FOR EACH INCH OR CONTI LEVERED BEAM
DEPTH LARGER THAN 3'
I
I:
RECEIVING CHANNEL OVER BEAM ~'
ANGLE PROVIDE 0,060" SPACER
AT RECEIVING CHANNEL ANCHOR
POINTS, (2) #10 x 2.112" S.M,S,
AT RAFTER TAILS OR 2" ON CENTER
MAX, WITH 2" x 6' SUB FASCIA \
o
NOTCH ANGLE OPTIONAl
o
MUST REMAIN FOR ANGLE
STRENGTH
2" x 6" SelF MATING BEAM WlTH
(4) #10 SHEET METAL SCREWS AT
EACH ANGLE EACH SIDE
CANTILEVERED BEAM CONNECTION TO WALL AND FASCIA DETAIL
....J
~
::J
(/)2
~~
O~
02
a::~(/)
(/)(/)UJ
(/)UJ....J
:som
<J~~
oda::r--
...J::Jz
>-f-O
~gi=
>0::0
z-tn~
ltl~
a::::J
oz
(/)~
::J
....J
~
I--
.~
W ~ ~
. .... N
D.. ::;, ~
V)N
~M
~:f8Li;!:
(1)1--<'"
c~a~:g
c~>:",~
~~;3~~
u.." ~ 0) r--
UJJ:-~
,~f-W;;
Wo5ae
'(/lJ:X
(1)'l:<eIl.<(
"UJlOW"-
"-'lLJ(""')...J
c~.w
(1)i3Xf-
L...~
::> UJ ,
;>....0
ro-ri
-l
6A
OF
6
H
f
/------.-- 12. --- -'- --..
/
12" WIDE x VARIOUS HEIGHT RISER [INDUSTRY STANDARD] ROOF PANEL
Table 7,1,1: Allowable Spans for Industry Standard Riser Panels for Various Loads
Aluminum Alloy 3105 H-14 or H.25
:TTr.r-llrT rrln~p ~nel,
I opeii BUiT~gs I t.nclos.ed olJ\ldlfl9S
:-77T"n~l. ,l;pplie-r--' o...e~Condlt'on ~ -Vlind' --I ApPlIeo- O\lerhanQ Condllton I
I Req'oo Load !1-lONF"'.Il""T2"-O-"T~;ur-' Req,oo Load 'NONr-T~2"~:r~-ll"i
, 102'~ P f{"~'17---~ 0,3----: S':;-;7,,--;.r-- ''7,:-~l02 '" PK,- 29---4', \0"-,::;--"::;--7,8 ,...,
~~lO..f,P H:""; ~~-""S";-,I :,r;-r.-:-.r- ~.r--';"":r~"--_I'~ld,?R~~r-,' -.r.~~.-rr-I .5 ::I.~
:'20VP~,y-7":;: ,m,,,--;:,--.,8'"-'2OV~r-~.., "0, ,.J ~.'~
,"2511 "l1.~~;:rr-;- "Q.""""'--T\C--"~2nl>'~4'--:r,lO" ... 5" ,2 .."
:-f4~p.rp~~""""~~~'--V,~!l;WV,,,~s;--:r-<5 "." "j 5." !.,
i
I
f "-,l1ofX"2.T1l:~,6"'"R;SCr Panel. I
I openaulldln~s , ~3\..1l1d.n9s I
hr--v~APPfled I over""'fi'inO. 9 Condltlon ; ""\'Vina I APPlied. overh,ang conditIon, I"
ReQ'oo I LO~d ~NE~~:r~:r~~ ReglOo Load -1'iOI'<'E 1.{f 2"...,.-,r~~r
I ~nr~ ' .4";~ "..r---'T~C-:'C""'~TV"~~'-:-;--,.~' 0'" 6'.Y 'l.g' i
-nO~,~T; - "2: ~o:; . 7'.V-- ~~ :cr-..o-(1O:':~ j5--j:'l~"'? ~-..~.:~.~
1l20v:l'l1.i-n"o4'-;s-:rfi.Q"-:-o.r ~'1'.:r-l2IH~, ' " '~T.~~o:r',---nr -g.:-']
'l25'X,~26, ~o'1"""17.=--o.'---~ -12OV~-<5 ',',1 o'~ -n;--T:"I
'14lJV,;>K-3r-'5"~0"I~o-:r-~V,"~SO-T.0" ..., "0, (,J . ' I
n:TTrI1rx-a:ro~?anel$ I
open BUildings ~ Buildings )
lJlnd ,Applied ~,an9 C:ondrtH)n VMa II Applied ()ver~ang Condl~on I
Reg,on i Load ~~2'"~"T-ll~~ Reg,oo , Load 'Ol~~~:r~-ll'I
'lO'2V~rr-r-o', ,..., ~~., ,." '0'2V,~n--o.3 ,~-'j ,., ll"~'i
mo-v,~~-o-i-'7.~o-':l S"., ~cr:T"""""""'O"~Jr:-s--.a ".., ."." 0.:" ~.~" I
:"l~11".~r:f).ll""'"TI."Ji-';~;".~C'--;---'2~V.Pl-4., 4, , 5...., ;J.' :,., (." '1..'
',--'<nr,l':KI.~rT~6"l0"7"7:;--S-:lT";l, ,[;..r-l, 25R"~ ,.-" ,"...., , c., ,.,~ ;-.5: 1
n~,~ J~' , 0..) , i-~: ,g." ! '41r1l~~-Q _ ~ ! :..ii r:O 'J.7. j
rr:l72""l"'12"l"' rr,U"lrRlser Panf '5
: -open'Eful1d\ngs ~Bu'ldtn9S
~! Applied ~ ,- Ovemang Condlt:on----W"iricr-: Applied, Overhang Condition
! R.eglon i Load r"'NOf.t~~2"'".qr-:-y.n~ Regi,on I Load ;"'Nm..~-o' ,-0' 3'"-0" j ~..fT I
ne2V":~f17-----~.~~.~~-_;_l~2 '-If ?H. n--~.Q 5.~' ';.~O"' 8'.2 ;'-3
iT1:fM~-w-Tod"""\:_w__,.ii' '0-' ":T-S--"T11rV~~-C ,., ,"O""TTSl
1r,20~l'":R~rlo ~~~-;----lC'.~2~.~' I 4.8"" :., '0.2 T.r, 3.-;-
ll,nf,~,rjn~oC:7"~;-:-'--o.'---~25V":'~'----4'S---=C' ,." r-<5 ".71
~oW'l:~~r-:-'5".~-a " ~V,"~S;--3," .., "0' T.. ,.--
n:vTX12")( 0.026'" Riser anel$
r- oPen-auildtngs ~c ose UII 1n9s
....'nnd I Applied, Uverhang on r on " In pp Ie ver ang ...on I Ion
; Re~,oo I Load f1'l()"fiE7"V...,.-,1'-O" 3'-0'- ..~ Reg'oo ; Load "IONc-T~~-O" 4;.{f-
:1Onr~,---T"8'.~a-:~9'-4 ,~I)'''' "- ~~~ll".,----c.~, ; 8.10" 1~1
ill1fj,f,~~:r;~:;"':~.:r-n1rV.?':"ff."i~~~" 8"., ii'.'"
i,2lf);f~~7'T"'7-?"T~~C'"."'---'N1if,PH, I 41 ,.".--,.. 0'" I ~"-Q :
fl2nf,~2~~~~~C'''''''''''2nf,~''' ,." 0-'> ,.", ;r~
1T4l:rU",~1rTo-Z" , Q.5 I 1-4 6., '~40~SO 4.8 ~., o.~ Tool ~.J I
~2'"'"'XOll~~Panels
op:entsulidlngs I Enclosed BUIldings
\""Ind J Applied i ~CondJtlon ,'~I Applied U\'erhan; C:ondlhon J
RegIon ' Load rIDfi~~-ll-r-ll~r Reg'oo Load '"fI~~:r~~-ll'i
'O'2V~~T"'--'--~a,~ ". '2',~lOnr~2'3 " ., ,.. 9'''' ':-:r,
'l11lV.~~7"""T1n\l""j'"""'T.'5"""7"lC'"-5'";"IT......-----T11fj,f~~O;;--O.V---:- 6'.'(]" '1]4 I
;l'2llV?':"ff."i,"""'~l!'.3" ,6"" ..,'~ ,~..., '2(lll,?,H., ., ~o... 8-6 .'~,
n'l5'"\f,l"l1.""I~-OTT"1'"T"5'"-o ii'., 'lJ'll"!l2~"g' 0" . 0'" 6'.~
rmv:~~ZTO:9" I r. , I ~g::r-:---,C'.QT14OV~-sr-- s-:r-:-5";;--O.-sr-T~"'-o
~ote; Total rrx:t p~ Mdl.n = room'f'W'ldt~, ~\.<s 'Hall 'Mdt.~ pjus c..e"",ang
n
f
/.----------.-. 1Z" ,-----.-./
12" WIDE X 3. RISER INTERLOCKING [INDUSTRY STANDARD] ROOF PANEL
SEE INDIVIDUAL PANEL SPECIFICATION (IN TABLES) FOR ALLOY AND THICKNESS
Table 7,1,2: Allowable Spans for Industry Standard Riser Panels for Various Loads
Aluminum Alloy 3105 H-14 or H-25
J
l
I J")( 12" 1 0,019". RIser Panels
Open BuddinC1s Enclosed BUlldlnC1s cose u. lngs
WInd : Applied I Overhang Condlbon Wind i Applied Ovemang Conditlon ve ang on I 00
RegIon LO.ld -:'IO;"E ,'.{f' 2:-0" ~.(j' ~ RegIon I Load 'lONE ,'-0"' 2:-0"' i ~.(j' , 4'-0" ,
102 '-lP H '1 , 1', , ~. 12". ~. .., ,~ .4~ ~ 4'-4- 102'-l P,H, 29 9'," 9.~- .',," I '0..1'" ; '2",2'"
I I
110'-lP,H. 20 '0'."- "',7 ':'.8" 12'.fj"" ,:rooT' : 110 M,P,H. : 35 6'.," 6'-'j" '3'.)- , 11)'.3" i , ,-6' :
r'20 M,P,H , ..
I 23 10".)" lC',,' : 10'.',,, , ~ '.,0" . '1'.,.... '20 M,P,H. 4' 7-8" : T.'''" 6'.a- '3'.9" ! n'.,.. I
125 MPH 26 '3'.;- 9'.'S. 1()'S I ',"....:- '2'.-? 125 MPH. 45 7,4- '" 6'," '3'.Q' I 10'.'0'" -0
, ,41) M,P H l2 6',8- 6",," '3',;- 'I)', "'.H]' \41) M,P,H. 56 ; _. ;,'0' ~,8- 6', ". '()',4.
l:r l 12".l 0,026" Riser Panels
I
r Open BuildIngs
i ""1,'1 Apol'~d Ovemang Cond.tlon Wirtl1
1 ReQ;on Lo.....,j ~E' ".~ X.c~3'~-..~ Reglof'l
I 102 M.P,H. 17 In'.,," I 14'.,. 14'-6" I 1$'.2"' I 1S'...:r 102 M.,P.~.
I "0 MPH, 20 : '2','(]" '2","- '3'.," 1<,2'" 'S',":"O M,P,H. ,
,i 120 MP,H. 23 J ,"."" j 12'.'. 1Z-7- 13"":- I 14..J" : 120 M.P,H. :
, 12S M,P H. 26 ".:; ,,,.5', "'."., '2".9" '1~.1(]", '25 M,P,H. ;
! '41) MPH. l2 '()'., 1 ()'... ,()',,,- ""9"; '2",,,-' '41) M,P.H. I
EncJose-d BUI!dtn9S
: Applie('l , Ov;~.l"\~ COl"'dlti.r,f'\
I Lo.d ""'~N~-i-"".il"T3'jy- ~
29 10'-8" 10'.'0" ".-4- I '1'.)" n.....:"
35 9..S" 'i"" '0.-0' i ,..5" i '2..;-
41 8'.,," 9'.7 9'.'0" '0'.9"! ~'Z-t]"
4S 6'.;- 6'.9" '3'S '()'.S- ".a-
56 ~.8- ~.". 6".8- g'.9" "'.~-
f 3" ... n" )( 0,032'" Riser Panels
Open Buildings
Overt'lClrng Condition Wind
".{f' I 2:-0" ! ~.{f' I 4'-0" RegIon
1S'-<5- , '5'.".[ ~6'-'j"' I 17'-4- : '02 M,P,,{ ,
'4'-4" '4'.9": 1S.5" ~ 16'.::;'- ,110 M.P.it I
13'.S- ':l'.1(]": '.'-6- I 15'.fj"" ; '20 M,P,~, '
"2'-7" I 13..,. i 1:r.1D" I '4'.'0'" I 125 M.P.M...
, ".5' I "',".', '2'.9" ! 13'.9" , ,41) M,P,,{ ,
i Applied
I Load
11
20
2~
26
32
EnClosed Buildings
(I Applied Ovemang Condition
Load i 'lONE ".{f' 2:-0" ~.{f' 4'-0-
29 ! "'-9'" I '''.1'' ':2..5" 'J'.3~ 14..3-
3S '0'.9" 10'.1~. I ".5~ 17-3~ I 13".5..
4' 9'.,," I ~O'.,. ~o..a~ i r.7 '2..9'"
4S '3'.S- 9'.8' I '0'.3' '''.2"' '2'.S-
56 6"-6' 8'., '3'-4- '0'.5- I 11-3'"
Wind
RegIon
, '02 M,P,H.
, 110 M,P H,
, '20 M,P,H,
I 125 M.P,H.
[140 M,P,H. :
: NONE'
'5'.5" I
','-':1"
'3'.)-
I 12'.5. i
" .:r
Note; io~aj roof panel 'MOth = rocn". ,,.,dt~ pjus 'NaU 'Mdtrl PluS o~an~
Table 7,1,3: Allowable Spans for Industry Standard Riser Panels for Various Loads
Aluminum Alloy 3105 H-28
rrT1:ri"~Fi<Iser Panel.
"-----open BuildIngs I ~closed oUlldlngs
h' Wind I' APPlled~, ~-~COndltiOn i Wind i, Applied I ~,ang ConditIon I
Regloo Load, ,0I'l~~-ll"'"Ty~ Regio" I Load '"fIONc-T~T-O" 3'-0', '~I
I nTilf~fIT3"1(]"! 13.'~ , 1of-5"l'TSCl"!ls." 1102M.PRI~n'-, ,'0'.9" "'" '2'.~
1ll0V.~'2OI""T7.9" I '2'.I~ , 13.' I ,.., '5'TITIOV':~>i~C" '1)'" "'" I I"..,
:"nV,~23 ,,, ,11 ,'~.Q"Tl3'" ,.... , 201if,P ,H. 4, 6'.,," 9'-~ ;.; '1)'.9" I 11."
jl25V~2s-;-lT,""""""..:-1l':;a-: '2-8'" I \3.V"1,n.r,P~.J5 8., V., 11)'., I ".llj
~.I'Jr.7"""""'2Il~0'":j"cr.10'1lT:;"IlT11l"c-T40~56 "., 7.10"; a" I 9'-8 I ".,
j3""i1:ri" O:lY26"'"i<Iser Panel.
I Open BUildIngs ! E:.nclosed tiulldlngs I
I WInd I Applied; ~Condlbon I VVind I Applied o...er1ung t.:ondltion I
Reg,on , Load ~~:r~Y~4"~ RegIon , Load~E '.(l r.:rr--<~-lT""',
f1071ll,~~o7TH;::l'"'"'0o.8'" , I,." : 1l!'-c--11l'21if,~~7"' I '2-6 '2." I '3'~
rn1fj,f,l'~20 ,'4.11 15-1J" 'S-, ,o.r-nmOllJ>}1.;-o>71l".3 "", 11," I '2.9" I 'J.,(;" 1
;120V~23"il:r:Tfjl4".0 14., I '5.' I 'o-C""!l20V,P,H. I 4' . 1U-5[1~'~2'-IJ" I 13.'
1l'5V'I':"f1.j"~ I ~~~:;'8"IT~57I125"1l,~'3"" . 10'.' i 'C'. -,
I"uov,~~ -9" ! 11,11 , ,7"5""TT:r.3 ,'4.3 '40lJ,~so-I1n - ':.
11""2"X"O:03~ Panel.
eperi'"BUiTdlngs ~8ulldlngs
r--w1nd : Applled:! Ovemang CondtbOf'l : "'W"i'nd I Applied. Ovemang CondItIon
I Reg,on : Load r1'olOl'JEiT-n--- 2'".q---"T-<JT4".qr-, Renlon I Load 'OlONE '.{f , TlrT"T-ll"'iT-lT""i
,. , 'I I ,
"~nr,"~I71,,'O", ".,~ ,~nC"Tl~~71if,~~:;'o--lj:TC"'"\T.J \4.", '5.'O"j
;n~1if"Jr.1"2O"-Tlc7~~'~~ I ;~ -0 : '6'''')llOV,~3r--Tl2'' '.., i '3.' T 13'.,0" 1""0 :
n10V~23 I 1;-4 : 1'5"-6";1, , .QTlT"-4"1T20V,PH., 4\ ,".o--1T.a- '2.2", '2',~' I ~.-c-
jl2S'1-,{,~2bIl4S I '4., I \4." I 1,-8'" ! 'c.Q""7l25V,~' , ".2'" , ":a"""f"12"-6 I 'J"-, I
~V~3~:r-<Jh:r'~3-8'" I ~4'" I 'S-:~1.l~~1r.1(]" 'C., ,(T.a I "-0 I '2~
Note. Total root panel Wldtn :: root"'\ WIdth plUS '.vall WldI.!"l D4us o-.ema.'"'9
12,00"
I
#'
INDUSTRY STANDARD CLEATED ROOF PANEL
Table 7,1,4: Allowable Spans for Industry Standard Cleated Panels for Various Loads
Aluminum Alloy 3105 H.14 or H.25
co,""
Ings
ve ang
'"'\Vine- pp 'e
Region Lo,t1 I
." '-' n"2'V~' . ,,~', I "
i~.' .'I~ rs I ~:~:
I ~~~i-i. .. "0., ~.o I-Q
I 9'-a I ,~.v I ~40M. , . J i 5.9 I 6.' 10."
on ItIO"
c ose UI lngs
ve ang on t Ion
I '-0
~ L"
. ,
"5'".
Note' Total roof ::;al"'eJ W'ldth = roOf'T'l ....,dttl pl,"5 wall 'IVIa~1i plus o.elt'ang
on I on
i ;';,; i :~.:~ I
I ;9 ,O.~ I
,a.3 .,10' I
.., I
6.'C ;1. 10 i 11-,.:;
...J
-<
:::>
(/)Z
~ -<
o ~
OZ
0::: <.:J
(/)U5t3
(/)ill...J
::s01lJ
<.:Jt3~
od 0::: ~
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0::::::>
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-<
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o.:~~
....; ~ ~
+J U u.. r!.
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68
OF
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ALUMINUM SKIN
E,P,S CORE
SIDE PANEL CONNECT-
TIONS VARY (DO NOT
AFFECT PAN€L SPANS)
SELECT PANEL DEPn;
FROM TABLES /
4~ --------------/
COMPOSITE ROOF PANEL [INDUSTRY STANDARD]
Table 7,1,5; Allowable Spans for Industry Standard Composite Roof Panels for Various Loads
Aluminum Alloy 3105 H-14 or H.25 1.0 EPS Core Densrty Foam
'J""l1,8"K"[~ Panel ~ I
:---- .-ap;:nB'H1I"I:mC"'" E"'H:fo~d ButldlfH;.l$
171i;-;O~I;--;r-- -a,'~iTiiii'9 r:'O"naitnn- --. Wind -- ;Apr:liid -~conaTIiO., -
: Reg,on i Load ~""'ETr.o~:r-O' :HI' I 4-lTI RegIon I Load ""NONE I , .0" I Trr-'J'-lY' I of 0"
~nl,~~--::11 : ~2.' '2~:r.4, i4.~ . 102l.l.~~g.i ! ';1-4 9" "D." i" 1':,' :~,.
l1~,~~lJ':''''TlT'' , 11-8 ,ITD:r,.,-;nnUX!J~'JTc".--;--g:2 1~.3 -Q.
n2~~<:r--;iY.~,.-;1lr.T~o-t'TTrl2~~~'1 ~ I ~.~ I ,." . 8"8 9'9 I ,,-,
n2nl]"K-;--<"---:-'1'7T~C'.; ".4 I ,T';-:Usr.f ' . I ," T-I ,8.4 9'.5 jIO'.IC
114C1l~Jr--~~V-6 ',(]-6" i 'T".~01l,~sr--6., ,o.'C ,.8 0'" I 'C'-4
~~rr:!l24 ranels
~BUTIain9s Enclosed BUildIngs
, WInO "Applied DVeFfi"i'rig-Conolbon I 'WInd Applied; ()vertHlng ~ondl!.Ion
: Region i Load ~~~r~j'~.....-.:oi Region i ~oad ~"N~.:o--I"T-r-Y~~
"OI11":~~.~~~"u ' '4-, I i~~~.~ ~.2 i ,,,,-4 'ill." '".lU: ~~
nl01l,~<~~~~Hr I 14'0 . "01;r~~T-:;-r~a.1 11.0" i 1..J
i,20MY,f'i.; 2.J ,~.~ I i'~~:Z.i1 I 1.).',< ,12lr'M.P.H. 41 0'/ I ~-::l ':1.~ ,(;.~' '~'::l
,-Us-tf.~2r-w.v-D'(Y:1~~~~'2Slil,~.~~ ::1-' '0.7 ,~.~
~.~j1 -'9'"-8 i 9." ,"0'"-0 ".5 I ~7.~.~~1-4 0-4::11-0 '0.'(.
r-j''''""'i4!........--c:-03orrPanels
I oPen Bulldlngs EnClosed BuildIngs
I \"'lnCJ I Applied" ~C(;lnd!t1on , I WInd I Applied, ~Condlt!on
, Reg,on : Load ""NQ..'F;1''O''"T7~~.o,! Reg,on Load :-NONE '-0 , Z~r-O I 4-0'
not\r~~;-1"5":1c--TO-~o . ',-0, '021l,~~2'-o '., '2'.8 \3.; I '4.;
-11ll>r~~-6 14.a I 15~5'-a"il~110lil:~J~Il"1T'TlT-. "-8 '2"-6 I 13-,
:12(f1l,~2~j-Q , '3.8 I 14.' '4-::11: '~.o-l20--g.P.rt: 4' I 'C-:l'.-'I~t:-4 11[J." "-\:1 I 12.,1
'n1l~2~7.~O; 13-4 14,~,'2sr.f~9'-8 1..1C 11]., 11-4 I '.., I
14O~.?H. ~2 ~i-:: 1'-0 I 'Z..:, ~".,' i ~,j.1~ '40V,~SS--B-8 3".,' "'3""-0 'J'-o 111--r:
"Jete: Tota, root p"""eI 'Nldtn = f1)om 'Mdll'\ plus '/waU W1ctli i:)l~ c~,a09.
~-1
T
0.019" ALUMINUM COVER PAN OR
CONTINUOUS ALUMINUM SHEET
118 X 518. CORROSION RESISTIVE
WASHER HEADED SCREWS AT 24.
O,C, AL TER.NA TE 118 X 518. SMS
WI 1rr DIAMETER WASHER.
---
-- W
TYPICAL INSULATED PANEL
NOTES
" INSTALL RIGID FOAM INSUlJ>,TION INTO ALUMINUM ROOF PAN,
2. COVER INSUlJ>,TION WITH 0,0145' PROTECTOR PANEL WITH OVERLAPPING SEAMS,
3, INSUlJ>, TION PANEL SHALL BE CLOSED WITH ALUMiNUM END CAP TO SECURE PlJ>,CEMENT
AND TO DISCOURAGE THE NESTING OF WILDLIFE AND OR INSECTS.
4, PROTECTOR PANEL WILL BE SECURED BY 118 X 5/8. CORROSION RESISTIVE WASHER
HEADED SCREWS
5, SCREW PATTERN WILL BE ,2. ON ALL PERiMETERS AND 24' 0 C, FIELD ON EACH PANEl.
S, ALUMINUM END CAP WILL BE ATTACHED WITH (3) #ex112" CORROSION RESISTIVE WASHER
HEADED SCREWS,
Table 7,1,6; Allowable Spans for Industry Standard Composrte Roof Panels for Various Loads
Aluminum Alloy 3105 K-14 or K.25 1,0 EPS Core Density Foam
~~-a-,01TPanels
. ~ BiJiT~ EtlClo'Jed Bulldl:'lQS
--w-:r,cr-TApplied OVemang'':ondlhc.'''\ X'~A')rtled' -Uvemar:g Conc11tiOf"l
i RegIon I Load 'NO!'-lC'-I'-O""TT-O"!J'-O""Tof-O""l Reg,on I Load ~-O""T7.u---T~-U"'"":
~21l,!>K--rr--~,~.r-'T'7Tl5'.':)""1Q.7""1\1nl,~~l:",""""'1].11 '" '2'.3 '0;
~~,~~:n-r-I~~.':)""15""""Tllll~J~'1.'; ,g." ,1lj., ',1.5 '2'.~
,l201l~"2:r-:'7~7:r--rT,~,; , 14-5" ' '201l,P,H. ., V~'Jl9'.11J'" '0.'0' ~
r12Sr.i..-.r.:-26 \1-4: '''''~T.u-+,7-'r1T1\l''712511,~if.. 8".1()": 9'-6 '0-0 ".9
;rooR!>1':-7-J~0'.~1l":,.-;10"~1l""i'2"." '40M,~~-:-:""-~8"-S- g.. ".1
:~n~Panels
: openSulldlngs , Enclosed BUildings
: V\ilnd I Appl!ed ~CondltIO(,\. Wind! Applied U....emang CondItion
i RegIon , Load : NOo,,'E-;-1'-O"'-;- 2'.0.......,- J"~of-O'i RegIon ! Load ~-ll"'"T7~T~-O'i
l1\1nl1>11.l1~,.r-l~:;:1c--TQ.Q"f1T:4'11021l1"11.'i~'''' : " ." ! 'Z.; , ,:r,~,
rTfIl1l,~~:r---w,~0i15"4"1lQ.771TIl1l~~O"a . '(J,l1-1 "'>I'Z.3- I '3'-4- I
'1201l,~2~r.:--r:r::r---<J"'~.o--l~01l,PH. 41 ,9'." '1]., I ,(J.o "., i '2'.9'" I
"rn.~~~~7.--;--1:r.~~.~2S''''M]'~43 S-::J ,/.(j i HI-.) " -2 j 'Z-4
n:wll,~1~2 \1-4 ,n~7-"8"--~--rJ;~R~sr-o-, 8'.8", 9'-4 'O'4""T1Tr,
i~O.OJO" Panels I
open-Sutldlngs ~8ulldlngs I
i WInd I ApplIed ' ~ ConditIon Wind I Appll~d O....emang c.;:onQltlon I
: Reg,on Load iNo~'C--;-Tq--T-O"'""J"-O"""T4'~ Region 1 Load ~.o" I Z-lY , T~-ll'1
nOnl,~'Ii'-:-:v-lT-1()"""1a"L la.8 'T-"\I~R"~~., IHI i ,~.. '4,'1]. ,5.7'"',
nT01.f:>Kt--"2~;;-:r-n6"'5"'"1C-1()"""17'.5""Tl'a'.r~TIIlR~"'--"'2 ~ '2" -6 I '2'." '3 ->T'"1T,r
rn"Oy.~~~:).j . 1~.4 l~.9""Tl~T7T12O"V.P.H.; 41 . ,~.~ ".t j 'Z., i 'Z." 1,3." i
i '25 M.P.H. : 26 ,~~4 I 14-6 '4.W I i'5'"~5"='S'"il251ll'~O"." . 11.' ; 11'J ','~,:55 I", ~;~T~,
~~2 ~;Z.~1 i lJ.~ 13-6: '4'~5.Z", '40M.~SO--9":1 9'.11 10'., ..
Note: Toial rod Par>elMdU"1 ::: room 'Mdt~ plus wall Width plus o-.emaf'\9
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W VARIES
'<,
OVERHANG VARIES
2" x FRONT WALL SEAM
SELECT 'L' FROM TABLE 2.1,1
AND I OR TABLE 2. 1,2
USE 1.' = W/2 + Q,H.
2" x 3' MINIMUM
SEE TABLE 2.2.1 AND I OR
-; ABLE 2.2.2
SINGLE WIDE A1TA-Ct~ED CARPORT
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>- I 52':;TION 7 1 ABLES
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r--- V/'..R:ES r
SEE ROOF CONNECllON DETAILS
POST TO BEA.'v\ SELECT FROM
TABLE 2.3
POST SIZE AND SPACiNG
SEE TABLE 2,2,1 AND I OR
TABLE 2.2.2
3-112' 2500 PS,I CONCRETE SLA3
WlTrl 6 x 6 WELDED WIRE MESH
OR FIBER MESH CONCRETE OVER
VAPOR BARRIER
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ANCHOR WITH HEADER CHANNEL
'NQOD FRN.lE SHED WI111 2 x 4
PRESSURE TREATED PINE f'L4.TE
ANCHORED TO CONCRETE W1Tri
114" CONCRETE FASTENERS AT
4'-'J' O,C,
MID-Sf'AN BEA.'v\ SELECT L FROM
TABLE 2.1,1 AND I OR TABLE 2.1,2
FRONT WAlL BEAM SELECT L FROM
TABLE 2.3
SHADiNG TYPE 11
DENOTES INT, POST MAX. ROOF AREA
TABLE 2.1,1 AND I OR TABLE 2.1,2
SHADiNG TYPE I
DENOTES EXTERIOR POST ROOF AREA
SEE TABLE 2.2.1 A.'JD I OR TABLE 2.2.2
MINiMUM 3' x 3' x 0,060' THRU.
BOLTED TO HEADER POST ANCHOR
TO CONCRETE SEE DETAIL REQUIRED
POST TYPICAL
'.,'.,~
, ,
DOUBLE wrDE.: ATTACHED CARPORT WITH CENTER POST
L
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,------------
~ 8---
ROOF PA.'JELS SEE III 11'1
SECTION 7 T ABLES I '
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SECTION THROUGH S!NGLE WIDE ATTACHED CARPORT
;:::::-..- - SEE eO/oONECllON DETAILS
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VARIES
ROOF CONNECTION DETAILS
SEE SECTION 7 DETAILS
MIO-SPAN BEA.'v\ SiMPlE SPAN
TABLE 2,1,1 AND I OR 2.1,2
POST TO BE-AM SELECT FROM
TABLE 2.3
POST SiZE A....O SPACI~G
SEE TABLE 2.2. 1 AND I OR 2.2,2
3-1.12" 2500 P,S.I. CONCRETE StAB
WITH 6 x 6 'NELDEOWlRE MESH
OR FI3ER MESH CONCRETE OVER
VAPOR BARRiER
SECTION THROUGH DOUBLE WIDE ATTACHED CARPORT WITH CENTER POST
?A.... OR COMPOSITE ROOF PANEL
SECTION 7 DETAILS
,OP f>l.A,TE PRESSURE TREATED OR
Wl111 VAPOR BARRIER AT ALUMINUM ROOF
2'" x 4' LUMBER TOP P\J\TE @ ROOF
2'" x 2" ALUMiNUM OR
2'" x 4' LUMBER #2 S,P.F (MIN,)
SHEATHING:
7/', 0 O,S3, OR 11Z" PlYWOOD wn~--l
STUDS 24' ON CENTER OR STRUCTURAl.
GRADE 111ERMAL PlY Wln, STUDS AT
16' ON CENTER
2" x 4' PRESSURE TREATED P'..AT'E WITH
318' x 4-11Z" emlCRETE A.'JCHORS AT
4'--7 ON CE"ITER
SEE SLA3 DETAILS
UTll.IlY SHED WALL SECTION
I ./-
I........
~
SEE CON~ECTION DETAILS
~
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W 1 VARIES
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TO SelECT PAN FOR REQUIRED S?A.'J
A....CHOR WITH HEADER CHANNEL
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FRONT WALL BEAM
SELECT L FROM TABLE 2.1,1
A....O I OR TABLE 2. 12
MID SPAN BEA.'v\
SELECT L FROM TABLE 2.1.1
A.'JD I OR. TABLE 2.1,2
SELECT BEAM FROM TABLE I
V ARIES
POST
SHADING li'P: 11
SEE TABLE 2.2. I A.'JD I OR
A.'1D I OR. TABLE 22,2
SHADiNG li'PE 1
SEE TABLE 2.2. 1
A.'JO I OR TABLE 2.2.2
I
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DOUBLE WIDf: ATTACH~D CARPORT WITHOUT CENTER POST
3' RECEMNG CH..t,NNEl A....CHORS
WITH (3) EACH #a SHEET METAL
SCRE\VS AT 12" ON CEN't;K
MID SPAN BEAM
SEE SPAN TABLE 2.1,1 A....D I OR
TABLE 2.1.2
POST TO BEAM SELECT FROM
TABLE 2,3
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ROOF pA.'Jas
SEE SECllON 7 TABLES
POST SIZE A.'JD SPACiNG
SEE TABLE 2.2,1 A.'1DtOR TABLE 222
3-11Z" 2500 PSI CONCRETE SLA3
WITH 6 x 6 I\lEWED WIRE MESH
OR FI3ER MESH CO"lCRETE OVER
VAPOR BARRIER
~
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;..;
VARIES
".:'"
SECTION THROUGH DOUBLE WIDE CARPORT WITHOUT CENTER POST
ATTACH SHED OR ROOM WALL TO
HOST STRUCTURE WI 114' x 3-1/4'
TA?CONS@ 16' O,C. FOR MASONRY,
/I,6d COMMON @ 10 OC, OR #10 x 3-1/2'
FOR WOOD, AND /110 X 2. 1 IZ" S,M.S.
FOR l' X 2" ALUMINUM AND #10
X 3-11Z" S,M,S, FOR 2" X 2" ALUMINUM
111E DESIGNS A....D SPANS SHO\\IN ON 111ESE DRAWiNGS ARE
BASED ON THE LOAD REQUIREMENTS FOR THE FOLLOWING
COOES:
1) STA.'1DARD BUILDING CODE 1997, CHAPTER 16
iNCLUDING SSTD 10-96
2) BOCA NATIONAL BUILDING CODE 1996
3) TEXAS DEPARTMENT Of iNSURANCE WINDSTORM
RESISTANT CONSTRUCTION 1998
WI"ID LOAD TO SNOW LOAD CONVERSION TABLE:
50 YR S"IQW l QAO :lESIG~ SNOW l c...o W;~!ll c...o I ElVfU)lNQ 1"YP'i:
5 . 25 /II SQ, FT, 3 . 15/1 I sa. FT, 95 M?H 10PE,'J
2&-30 /II sa, FT, 61-70/1 I SQ. FT, 100 MPH I OPEN
31-35/11 SQ, FT, 61-70 III sa, FT, 120 M?H: OPEN
3S-6O III SQ. FT, 61.70 III sa, FT, 110 MPH I ENClOSED
61.70/11 SQ, FT, 61.70 III SQ, FT, '20 ~",PH I ENClOSED
SELfC" ROOF 0"- ""'-l. "E\olBERS f"qQ<ol """"""".. 7! WIND ,CAD . "-!!US
ALUMINUM POST AND BEAM
SHEATHiNG,
7116' DS,B, OR 11Z" PI. YWOOD WITH
STUDS 24' ON CENTER OR STRUCTURAL
GRADE Tl-iERMAL PlY WITH STUOS AT
16" ON CENTER
2" X 4' PRESSURE TREATED f>l.A,TE WITH
318' X 4--11Z" CONCRETE ANCHORS AT
4'--7 ON C€NTER
SEE SlAB DETAILS
NOTES: 1, A.'-iCHOR PANS TO HEADER CP.ANNEL WITH (3) #10 X 112' SM,S, WI WASHER.
2. ANCHOR PANS TO ROOF BEAMS W1TH (3) 1110 X \12' S,M,S, WI WASHER.
3, ANCHOR COlUMN TO CONC,RETE FLOOR IV1111 (2) \14' X 3" CONCRETE ANCHORS,
4, ANCHOR COlUMN TO BASE f>l.A,TE WITH 1.1:4' S,S, BOlT
5, A....CHOR SHEETING AS FOlLOWS:
A. PL YVVOOO #8d COMMON @ 0 O,C, EDGES A.'JO 12" O,C, IN FIELD
B. STRUCTURAL GRADE THERI.w. Pl Y PER w..'JUF ACllJRERS RECOMMENDATIONS
OR #6 X 1.\14' DECK SCREWS @6" OC. EDGES A."O 12" O,C, FIELD AS A MINIMUM
CARPORT W.\LL SECTION
TEXAS CONVERSION TABLE:
WiNO ZONE
SEAWARD OF I.CW, .
IN\J\NO OF I.CW. '
, INTERCOASTAL WATERWAY
JOB NAME:
ADDRESS:
DRAWING FOR. ONE PERMIT ONLY
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NOTE: FOR SEAl" SPAN LENGTH 'A" FOR TABLE 2. U AND
TABLE 2.' ,2 EQUAlS THE LARGER OF: A: W OR A -= WI2'-O,H.
DOUBLE CARPORT
SEAM iF REQUiRED
FOR KNEE BRACING
r
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"2 ,
12
AI
KNEE BRACE -./ : I
W FOR 'EAM ''''l
. MINIMUM SLOPE SHAlL BE 112' PER 12" EXCEPT FOR 0,026" PA.....S
FOR W,.,ICH THE SLOPE SI-'ALL BE 314" PER 12" FOR SPA....S
EXCEEDING 12'-'l" OR MANUFACT1.IRERS RECOMMENDED SlDPE
END VIEW DOUBLE CARPORT (GABLED)
/
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ALUMINUM UTILITY SHED WALL
WITH DOOR (ELEVATION)
12" ALLiMINL;M PANEL ROOF
SEE TABLE 2,5
RECEIVING CHA....NEL
RECEiVING CHA.'<NEl
'2" ALUMINUM P.......EL
SEE TABLE 2,5
12" AlUMINUM PANEL
SEE TA3lE 2 ,5
RECEIViNG CHANNEL
RECEJYlNG CHA....NEL
,
1
!
I
I
-
roO
W
...J
!
...J
~
..,
~
a:l
," "
,
'wi"
W
~j
MONO-SlOPED ROOF
OVERHANG VARIES
~
SHADING DE,"'OTES MAXiMUM ROOF
AREA FOR COLUMNS A....D FOOTING
SINGLE CARPORT
" SLOPE
--
'12
'2
W FOR SEA'" SIZE
SEE TABLE 1
AFTER CCMPVTING 'A'
LARGEST VAlUE
'1
POST SIZE A....D SPAClNG PER TABLE 2.1.1
A....D I OR TABLE 2.'.2
NOTE: KNEE BRACES ARE REQUIRED IF POSTS
ARE NOT SET IN CONCRETE FOOTING
END VIEW SINGLE CARPORT
'2
'/2~f
. I
I
I
I.
II !i
, II
I .
II' [,
I I
I '
: I
II
II
II
:::::J
1
I,
c..
11
i I II
'! II
i i I
'i :1
i I !
I, 'i
II ,
,I ii'
if'\
i
I
II
I
ALUMINUM UTILITY SHED WALL
(ELEVATION)
:1
:1
:1
12
1!2=-
c:::..,=
II~
Ir-
!~--
II/-
I
I
RIDGE CAP
,(-- WI4
I
I
I
"
1'1141
W!2 -= LOAD WlDTI-l FOR RIDGE BEAM SPNI
Wr2
'i
I
I
3" x 3"
,I
'I
L 2'..(1" -,J<
"\
9
F--
,- -~
,
,
,;.
1'1
GABLE CARPORT FRONT ELEVATION
,.
U2
RIDGE BEAM SEE TABLE 2. , " AND I OR
TABLE 2.'2
PA.... OR COMPOSITE PA....EL ROOF
NOTCH POST TO RECElYE BEAM
WlTI-l (2) 3-112" x li4" THRU-aot. T
WITH lOCl< NUT TOP AND BOTTOM
BEAM PER TABLE 2. I,' A....O I OR TABLE 2.'.2
POST PER TA3LE 22.' A."ID I OR TABLE 2.2.~
,.--- RIDGE SEA'"
l ,r
, '1 I' I
LOAD WIDTH FOR CENTER BEAM ;
I T'-- PER TABLE 2.'.1 A....D I OR TABLE 2.'.2 --
Irr---------~, ~" -------- ~i
I KNEE BRACES REQUIRED IF POSTS ARE I i
NOT SET INTO CONCRETE FQUNOA TION
9
F--
I
I
I
I
,'"
1
I
/'
L
GABLE CARPORT SIDE ELEVATiON
PA.... ROOF SEE TABLE 2 ,5
cr
-.--/q-
l , I
f 0 j
I I
I +
L
,
#8 x 1r2" SHEET MEiAl. SCREW
INTO EACH RISER AT PA."IEL ENDS
TOP A.....D BOTTOM PA."1
-=:J
BOTTOM CHANNEL ANCHORED TD StAB
WITH 1/4"0 x 1" EMBEDMENT EXPANSION
BOL TS AT 24" ON CENTER OR CONCRETE
SCREWS
RECENING CHA....NEL
PAN TO WAlL C CHA.....NEL
(3) #8 x 1!2" PER PAN
PA.... WAlL
2" x 2" x 00<<" BRACE FOR
MORE PA.... HEIGHT REFER
TO TABLE 2 , 5
1i4"0 X '.'/4" EMBEDMENT
EXPA....S10N BOLTS OR EQUAL
DRNE PINS AT 24" ON CENTER
12" RISER PA.'1El SEE TABLE 2.5
3-,12' CONCREiE SLAB
ATTACH PA....ELS TO CHANNEL WITH
(2) #8 x 112' SHEET METAl SCREWS
EACH PANEL AT EACH END
SECTION THROUGH UTILITY SHED
PAN WALL CONNECTION
-J
<l:
(/):)
02
w<l:
J:~
rf) 2
""'-'
(/)U5~
ffi2!5~
>(/)L!.J
OWO
UC!N
O:)Z
l-f-O
~gi=
.I1:U
(/)l-W
f-(/)(/)
cr::~
0:)
o.z
11:_
-<~
U:)
-J
-<
>-
W ~_
, .... N
D... ::l -
VlN
- <: :
~ 8 lJ...;!
OJ... < ...
c~~~~
c~~,~:g
ci5g~~~
. ~ ~;;7 ~
w!!3 is 5 ~
<l)o:~6:~
ULlJ<l>Wu.
LlJ .., ...J
C<:"'W
-><1-
CJ"o
....<:c:c
?;~o
ro-' ~ n..
....LJ Uj
/ /
;99,
SHEET
2
OF
7
SIDE NOTCH POST TO BEAM CONNECTION
'----- ANCHOR PER DETAIL FOR PAN OR
COMPOSITE PANEL
SEE TABLE 2,3 FOR NUMBER OF
60L TS AND SIZE OF POST
/;
BEAM SPAN
....V" FOR BEAM SIZE
SEE TABLE 2 , 1 , , ANDIORT ABLE 2. , ,2
AFTER COMPVT1NG "A' LARGEST VALUE
/~
r
~ rl
I I _ _ I
(2)#'Ox'"SHEETMETALSCREYV ~l.r -
INTO SCREW SLOTS
ANCHOR 1" x 2" PLATE TO CONCRETE I
WITH 114" X 2-1/2" CONCRETE L~
ANCHORS W1THIN 6' OF EACH SIDE
OF EACH POST AND 24" O,C, MAX. ,--'1
I~
'" X 7: EXTRUSION
BEAMMEADER
Al TERNA TE CONNECTION DETAIL
7: x 7: X 0,063" ANGlE CONNECT
UPRIGHT @ BEAMIHEADER AND
CKAJR RAIL
POST SIZE PER
TABLE 2,2,1 AND/OR
TABLE 2,2,2
<Il
UJ
~
ROOF PANEL SEE SECTION 7
SIDE VI'2N SINGLE OR DOUBLE BAY CARPORT
i'J'iEE BRACE NOT REQUIRED FOR
ATTACHED STRUCTURES
i'J'iEE BRACE REQUIRED IF POST NOT
SET IN CONCRETE FOOTING
PAN OR COMPOSITE PANEL ROOF
,.'/8" MIN. IN CONCRETE
MIN, 3-,12" SlAB 2500 PSI CONC,
ExS-10x'0 W'w,M. OR FIBER MESH
VAPOR BARRIER UNDER CONCRETE
I
CENTER OF /1
BRACE CONNECTION FOR
START OR END OF BEAM SPAN
]I'- KNEE B E
LENGTl-I
H-GKANNEL K."IEE BRACE 7: X 3" X O,OSO" KNEE
BRACE WITH (3) *'0 X 112" EACH SIDE OF BEAM
U-<:KANNEL ON SIDE W1TH (3) #10 X 1/2" AND 1
'<NEE BRACE :STO POST ,\NO (3) #10:: ~:7: EACH I A,
. .S;C~ nF ~'3AACE Wm1~RROs;uN ~ I
RESISTM W/o.SHER HEADED SCREWS
BEAM PERPENDICULAR TO ROOF BEAM PARAlLEL TO ROOF
KNEE BRACE TO POST DETAIL
HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL
~: ~.~
(4) #'0 X 112" S.M.S. EACH SIDE
OF POST
7: X 7: OR 7: X 3" OR 7: 5MB POST ______ ,
t-I:;~ -1
. I I
t+io ------
ANCHOR 1" X 2" PlATE TO CONCRETE I',
IVlTl-l '/4" X 2.1/2" CONCRETE ..!...../'_
ANCHORS W1THIN S" OF EACH SIDE '/
uF EACH POST AT 24" O,C, MAX.
OR Tl-IROUGH ANGLE AT 24" O,C, MAX. ~V1
, --=-.Jr ~ r:-
~~
MIN. 3-,12" SlAB 2500 PSI CONC. 'ffi' '." . J.
6x6-'Ox'0 W'w,M, OR FIBER MESH "
VAPOR BARRIER UNDER CONCRETE
H-8AR OR. GUSSET PlATE
7: X 7: X 1116" ANGLE EACH SIDE
ATTACH TO POST AND CONCRETE
AT LOAD B.:ARING WALL W1TH
(2) #'0 x 112" S.M.S, EACH SIDE
'" X 7: EXTRUSION
<Il
UJ
~
!
ROOF PANEL SEE SECTION 7
HEADER BEAM
PLATE TO BE SAME Tl-iICKNESS
AS BEA.'-o\ WEa
PlATE CAN BE INSIDE OR
OUTSIDE BEA.'-o\ OR. LAP CUT
i'- d- SO" + d-.5O" --I" '" MAX.
, "1--,<
SELECT FASTENERS FROM l75' ~I - - - - - " - - I ~< I
TABLE1.e ~ : "1 ~ '0
I 75" >,--L - - - - - - - - ~ I
" ", :~
DENOTES SCRE'"," PATTERN '"!.'AX..
NOT NUMBER OF SCREWS
SPLICE TO BE LOCATED '14 TO 1/3
BEAM SPAN AND STAGGERED EACH
SIDE OF SELF MATING BEAM
'.1/8" MIN. IN CONCR-qe
d = HEIGHT OF BEAM
BEAM SPLICE SHALL BE MINIMUM
d - ,SO" HEIGHT
2 X (d - ,SO') LENGTH
l...A
SELECT FASTENER SIZE. NUMBER
AND SPACING FROM TABLE' ,6
SELF-MATING POST TO BASE AND SELF-MATING POST TO
BEAM DETAiL
CENTER NOTCH POST TO BEAM CONNECTION
IYPICAL BEAM SPLICE DETAIL
ANGLE OR RECENlNG CKANNEL
'.112" x '.'12" x 0080' ANGLE
EACH SIDE Of CONNECTING
BEA.'-o\ WITH SCRE'WS AS SHOWN
~@ ~
J@ ~ I
..! @ ~ PRIMARY BEAM
~ ~ SEETABLE2,1,'
'1 @ J: ANDIOR TABLE 2,' ,2
1"@fut'
-@ 0
II ., I
I MINIMUM IIa S,M.S, x :Y4' LONG NUMBER
, REQUIRED EQUAl TO BEAM DEPTl-IIN INCHES
~ NOTE: EXTRUSIONS W1TH ISTERNAL SCRE'W BOSSES
MAY BE CONNECTED WITH (2) #10 X '.112"
INTERNAlJ. Y
I
I
1
I
"\~
~ @
~ @
f-
PR; MA.=<.Y BEA.\l I%: @
SEETABLE2,1,1 w
AND/OR TABLE 2 , , , 2 ~ @
0: @
~ @
NOTE: CROSS BEAM ATTACHED AT COlUMN AND BEAM
CARRIER BEAM
SEE TABLE 2 ' , ,3
MISiMUM IIa S,M.S, X :Y4" LONG
,NUMBER REOUIRED EOCAl TO BEAM DEPTH
NOTE: EXTRUSIONS W1Tl-1 iNTE.'<NAL SCREW BOSSES
MAY BE CONNECTED W1TH (2) #10 X '.112"
iNTERNAlJ. Y
BEA.'-o\ PER DESIGN TABLE
CARRIER BEAM TO BEAM CONNECTION
CARRIER BEAM TO WALL CONNECTION
CROSS BEAM AT COLUMN AND AT BEAM
BEAM TO WAlL CONNECTiON
(2) 7: X 2" x 0,060" EXTERNALLY MOUNTED ANGLES ATTACHED TO WOOO WAlL W1Tl-1 MINiMUM
(2) 3/8" X 2' LAG SCREYVS PER SIDE OR (2) 114" x 2."." ANCHORS TO CONCRETE OR MASONRY
WAlL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3"
(AlTERNATE)
(1) '.3.... X '-:Y4" X 1.314' X 1/8" INTERNAL U-CUP ATTACHED TO WOOD WAlL WITH MIN, (3) 3/8" X 7:
LAG SCREWS PER SIDE OR (3) "4" X 2.114' ANCHORS TO CONCRETE OR MASONRY WAlL ADO
(1) ANCHOR PER SIDE FOR EACH INCH OF CAIHllEYERED BEAM DEPTH LARGER THAN 3"
ANCHOR PER DETAIL FOR PAN
OR COMPOSITE PANEL
SEE TABLE 2,3 FOR NUMBER OF
BOlTS AND SIZE OF POST
BEAM A."I0 POST SlZES SEE
TABlE 2. , . " TABLE 2.1 .2 A....D I
OR TABLE 2,2, " TABLE 2,2,2
COlUMN NOTCHED TO SUIT
BEAM AND POST SIZES SEE
TABLE 2. , ,1, TABLE 2.1 ,2 A....D I
OR TABLE 2,2.1, TABLE 2,2,2
COlUMN NOTCHED TO SUIT
'" X 2 \18" x 00<<" CHANNEL
wi IIa X 318" wi HEAD S,M.S,
@ , '12" OC, MAX. BOTH SIDES
(2) IIa X 112" wi HEAD S,M.S,
PARAllEL @ '12" O,C, MAX.
THROUGH \" x 21/8" CHANNEL
INTO BEAM
(2) 51'6" X 3112"
CAD, ST. BOlTS THROUGH
...J
~
(/):::l
o Z
W~
J: ~
(/)Z
od()
(/)U5:3
C!W:<
WOf-
>(/)W
owo
Ua:N
O:::l
f=f-z
~u~
n.:::lr-
. a: U
(/)f-W
f-(/)(/)
a:~
o:::l
n. Z
C!_
~~
U:::l
...J
~
~
w ~_
..... '"
a.. ::l -
",,'"
_ 2: :::
~ 8 u.. ~
Q)~<'''''
2~~~~
~3~~~
, ~ ;:: ;;; :i:'
w~g~e
Q)-t~S:~
UllJowc..
llJn....
C3;;~
Q) \:l 0
'- <: <:l
~~o
ro~
.-JZ
3
OF
7
~ -~'..: -'~
-[]
~,1'.4
. ,
.
II
U~HANNEL
INTERNAL OR EXTERNAL RECEIVING CHANNEL
--::
2" x 2' x 0,063' ANGLES
. .
INTER.NAL OR EXTERNAL ANGLE CLIPS
ALUMINUM TUBe: COLUMN
~-
EXTRUDED ALUMINUM BASE OR
BREAK FORMED LJ.<:L1P
CORROSION RESISTIVE STEEL
THRU BOLT PER SCHEDULE
CONCRETE SlAB OR FOOTiNG
CONCRETE ANCHORS PER SCHEDULE
TUBE COLUMN BASE SCHEMATIC
INTERNAL BASE
NOTE; ATTACHMENT DETAILS SHOWN REQUIRE DIAGONAL
BRACING FOR FREE-STANDING COVER
Z~'MIN.
BEFORE SLOPE
, '(' l-1/2'
, , "'~ - :;- - -
'. ~ji ;.=ITP~~~'7i='T~j=lo-'7::';;;;:''"'':':';=~%r=k:j=b;::ib171:Fio'~~''
'J,=r
TYPE I
FlAT SLOPE I NO FOOTING
0.2'/12"
;-~
'? I >
'- -.....,/ ~ '-
POST IN CONCRETE #4 BAR 12" LONG
POURED CONCRETE REFER TO TABLE 2.4
ISOLATED FOOTING
3' x 3' POST TURN BOlTED
TO ANCHOR RISER
2.314' x 2-314' X 2-112" LONG
1/8' TUBING
WELDED CONNECTlON
FASTEN PER TABlE
12" x 12" x 114' PLA.TE
l-112" CONCRETE S'..A8
BASE ANCHOR CONNECTOR
FOR POST TO SLAB CONNECTION
I
'7'
,
.
N
l-
~
~ (f 4
~
I
,.'"
~
16'
/
PORCH POST CONNECTION
ALUMINUM CONVENTIONAL CONSTRUCTION
TYPE/II
STEEP SLOPE FOOTING
> 1'-10-
NOTES: 1. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION EXCE?T FOR EXlSTING
SlAB WITHOUT REINFORCEMENT, THEN TRJBUT MY ROOF MEA LIMITED BY TABLE 2 , 4
2. MONOLITHIC SlABS OR FOOTINGS SHAlL BE MIN. 2.500 PSI CONCRETE WITH 5x6-1 Ox1 0
WELDED WlRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH.
3. IF LOCAL BUILDING COOES REQUIRES A MINIMUM FOOTING USE TYPE II FOOTING OR
FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS.
~8'-';'
TYPE II
MODERATE SlOPE FOOTING
2"/12".1'-10-
SLAB DETAILS ADDRESSING EROSION
OPTIONAL CONCRETE CAP BLOCK
OR BRICK
~
I
~
~
(1) #4 BAR AT CORNERS AND 10'.{)"
ON CENTER FlU ceLLS AND KNOCK OUT
BLOCK TOP COURSE WITH 3000 PSI
PEA ROCK CONCRETE
ANCHOR ALUMINUM FRAME TO WALL
OR SlAB WITH 114' x 2.112" MASONRY
ANCHOR WITHIN 8' OF POST AND 24'
ON CENTER MAXIMUM
(1) #4 BAR CONTINUOUS
8' x 8' x 16' BLOCK WALL (MAX. 32")
~'i'-/'-"-
r" C
~ ~
1,2"1
KNEE WALL FOOTING FOR SCREENED ENCLOSURES
RIBBON FOOTING OR MONOLlTHIC
If MONOLITHIC SlAB /S USED SEE NOTES
OF DETAILS BELOW
:::-:'~
l'
I
~
ill
I
J
, \'
r"
'"
~
1,-'- - -4
. . 0: r' ~.._-
'r
'\' ,. THICKNESS OR REQUIRED POST
TOP OF GRADE
3' x 3' POST PER TABLE
1..
.' ~
8IJ lb. 2500 psi CONCRETE PRE-MIX
"n
~~
i' ~
:318' x l-112' BOLT
(2) 2" x 2" x '\' ANGLE OR (1) U-CHANNEL x l'
RAISED PATIO FOOTING
3' x 3' BASE
(1) #513 BAR OR (2) #413 BARS
MIN. 2.1/2' COVER
ALUMINUM ATTACHMENT
3-1/2' CONCRETE SlAB 6 x 8 -10 x 10 WELDED
WIRE MESH DR FI8!:':R MES!1 CONCReTE
VISQUENE VAPOR BARRIER UNDER SlABS
HAVING STRUCTURES ABOVE
..J
<l.::
(I);::)
az
L.1.J,<l.::
J:~
(l)z
"" (9'(1)
(l)U)..J
0:::L.1.J
L.1.Ja~
>(I)L.1.J
OL.1.JO
()O:::N
Q::)z
~t) 0
a.::)f=
_ 0::: ()
(l)I-UJ
1-(1)(1)
o:::~
0::)
c.z
0:::_
<l.::~
()::)
..J
<l.::
WELL COMPACTED CLEAN FILL OVER SACRIFICED
NATURAL SOIL 90% RELATIVE DENSITY
CONCRETE FILLED BLOCK STEM WALL
8' x 8' x , 8' C.M,U,
B' x 12" CONCRETE FooTlNG WlTrl (1) #5 CONTINUOUS
LOCATE ON UNDISTURBED NATURAL SOIL
(I) #5 VERTICAL BAR AT CORNERS AND 10'.{)" Q,C,
GALV. METAL STRAP (14 GA x 11
8' J( 8' x \8' CONCRETE BLOCK
8' x 24' X 24" POURED CONCRETE PAD
(2) #5 BARS (18' LONG) EACH WAY
CONCRETE POURED CELLS WITH #5 BAR
(SAKRETE READY MIX wi GRAVEL)
PAD FOOTING
fl
\iJ' -4
, . '
. , co
-"-
I ,I
--,f 8' Je-
ALUMiNUM STRUCTURE FOOTING
2500 PSI CONCRETE WITH (1) #5 BAR CONT,
MINIMUM 2-112" OFF GROUND
RIBBON FOOTING TYPE I
~-~
~~
.L12"-J
ALUMINUM STRUCTURE FOOTiNG
2500 PSI CONCRETE WITH (3) #3 BAR CONT,
MINIMUM 2.112' OFF GROUND
RIBBON FOOTING TYPE II
.1-
W ~_
. f-' N
a..... -
::)N
(I)'"
:d'~i.
Q) U .:::
Cl-~"f~
zO....:n
C~>:~"i'
~~~~~
-JJ:e._
. ~ 5 ~ ~
Waoo~
~rr~~~
\JUJ("")....;
cllJ"'w
Q)~~;-
....l:Jal
;::z-q
ctl:>ct
U
4
OF
7
. ._,J
Table 2,1,1:
wino ~one :II
App lea I.oaa =
I.oa a "'am
.
.
I
I
I
I
i
I
.
'"
"
14
I.oaa "'oU"
.
.
~"
.
W
I ,,,
I loaa ,""OUl
I ~
I ·
I (
~-~ --
I 10'
"
I co"f".
I
I
I
I
f-
I
I
I
I
I
I
I
~.
.
,"
,.
loaar'Otl1
r
,:u
"
'2'
::::~,~l I zo~~ ::~l
.-v
,""
0'0
-0
."
0-0
0""
o .
0'"
, .
, .
chi
i-I
,.,
0-0
04
0'1
..,v
~' ~
:t~; 1
::~
( .11
7'.7"
0-0
0""
'-0
,~
,-v
4.'U
4.,
o.
( .~
O' '"
0'0
0""
, '.
,-0
,""
O.
0,,,
o-<S
o
0""
."
'U-U
.."
,-0
-0
0.'
0'"
I ~:~ j
,0'" I
i ,'.~
: ;~ I'
6'.10" ,
Exa mple:
For Z' x 4" X ~ C3S" x O. ':XY' Sel1.Matmg Seam; Seam span =-etweer. <..c:;1grts use 'cae; Nl':rt;, to er.ter :abie
For ~2' Root Da:ie~'" 2' O'le~dng; load 'lVidt.'"1 = LW = ~2' j 2'" 2' 0:--. :: S' =r,ter ~able 01"1 feft. at 8' ,ead
al1cwabie spar", :.;rcef requlred ':;ad~, ~hus for 'JO M.P H 'N1~~ i.:::;:dAive ,,;ac or 17 #iSq ::~ a('\~ Lead VVicth = S'.
0"
Max","um Seam Span'orl',4" x OC38" '0 100" = 1"'.5"]
Scans do not Include le('\gt.'" of k.r>ee brace Add NJr,zon~a~ergttJ Qf 'C::"Iee Drace to above spans fOl" total bea
spans
i.J _-0
o. 0'"
o. 0.,
0-4 '.1\1
" X 0 X U:VO\l NOIIOW
'w""
~-4
0-0
..0
,-0
0'0
lV-"
. .
'0 .~
o. ,
1.(
, .,
0,'
0'"
!:l.~
f.1 '
Table 2,1,2:
Wind Zone ..
Applied load'
Load Width
8'
9'
'0'
'1'
12'
13
14'
,.
Load Width
8'
9'
'0'
11'
12'
13'
'4'
16'
Load Width
8'
i- __ ;9~--
,..
13'
~4'
1S'
load Width
8'
9'
10'
11'
12'
13'
14
I
I
I
,.
Load Width
8'
9'
10'
'1'
12'
,3'
14'
'S'
r-
r-
I
Notes:
Above spans do r"'ot If"'1clude :engtl"'. of k;1ee brace
beam spans
I
I
I
I
I
I
I
I
'0"'"
~".. 1 1 "
\2':;-
~ 1",'
',1'.,{"
'U'...
'0'..4"
3'",
i~'.Q
'4'..
'4 -.1
13'4"
'1.'."
''''~
1 ,..'0"
",,-
'.(..4
11-8"
, '-.1
i
j
I
I
I
~ \,I -0
'U'.,"
'-'j
3'..4-
B'.9"
1 ( .Z'
.,6'.,"
,,..;1'
1,'.,,'
4'.3"
2' ."
20',9'"
';;-'$
'6'..'
1('. "
~'('-S
"0'
','.
23'.11"
iZ.(
,,1-~
2fJ.,"
,..r
'6'.'U'
',8'.,,'
16'.11"
I
I
I
I
'4'~r'
'3'..4"
'2'.T
'Z'-<J
'''..0'
".,
,0'-8"
...""
.c " '8'.,"
18'.1;"'1'7~,
, ."" I '6':Z'-
I
I
I
I
I
".,"
'j...
,4'.3'
10'-8'
'Z.'IJ
I
I
I
I
I
I
I
I
";;'.W
'8'-8"
1T..'
'"0""
16.z'
10'.
14."
14.(J'
T
I
I
I
I
I
I
I
2".T'
20'.,"
"...4'
'8'-5"
, 1'-8"
'0. ,
16..4"
15'.3-
Add hOrZDf'ltaJeflgtt'1 .of k.nee brace to above spars for total
Table 2,1.3: Allowable Spans For CARRIER Beams in a Solid Roof, OPEN Structures
(102 MPH Wind Zone, Applied Load' 1rlbsl sq. Il) Aluminum Alloy 6063 T-G
Single Sell.Mating Beams
2" x 4" x 0.038" X 0. 100"
2" X S" .0.050" X 0.,20.
2" x 1" X 0.055" X 0.120"
2" X a- X 0,072" . 0.224"
2" . 9" X 0,072" . 0.224"
2" . 9" X 0,082" X 0.306-
Double Sell.Mating Beams
2" X 8- X 0.072" X 0.224-
2" X 9" X 0,072" X 0.224"
2" X 9" X 0.082" X 0.306-
S'-<)" I 8'-<l"
'l-8"
16'-8"
21'..4"
2T.S"
2g.,,"
32'.9"
'0'-<)" I 12'-<)"
YJ.IJ'
3l.'0"
35.10"
'O'-<l" I 12'-<l"
'0'.,,"
'0'2"
',6'-Q'
23'.9'"
25.""
26'4"
'1.g- 6'.\1-
,4'-Q' '3'-3"'
',6'.r 15.'-
21'-3"' 1'1-5"
23'.3" 21'.2"
25'..4" 'ZO.2"
Tributary Load Width
14'-<)- 16'-<)" I '8'-<)" I 2O'-<l"
Allowable Span "l"
T.9" T..4"
, 1'.5" 10'.9"
13'.,- 'l..4-
16'.g- '5.,0"
16'4" tT..4"
20'.," 16'.,,"
8'-3"
'l-3"
'3'.,,"
'T.\1'
,g'-8"
21'.5"
Tributary load Width
1S'-<l" 20'-<)- I ZZ,j)" I 24',j)-
Allowable Span "l"
21'-3- 20'-3"
23'-3" 22..
2S'4" 24"..
22.5"
24'.0
26'.g-
Tributa ry Loa d Width
6'.""
'0'-3"'
'1'-8"
IS'.IJ'
16'.5"
'T.""
''1-5"
21'.2"
23'..
ZZ-<l"
24'-<)- I 26'-<)- I Z8'-<)"
6'.,-
6'.".
'0'.3"
13'..
14'-5"
,5'.9'"
lr 4"
18'.,,"
20'-8"
Double Sell Mating Beam
2 X 4 Sell Mating Beam
added to TopiBottom
(perpendicular ta webs!
2" . S" X 0.07Z" X 0.224-
2" x 9" . 0.072" X 0.224-
I fi ~""ifC32" X 0.306"
Note s:
A.bove spans do not include !en~ of knee brace Add horizontalleogth of kneO! brace to above spans for total beam spans
Wind Zone Conversion: Table is canstructed lor 102 mph wind zone, open structu' e (l1lbslsqft), to convert tabular value to higher (more
severe) wind zanes, multiply by the lacton in the lollowing Canvef1>ion Table:
14'-<)" I '6'-<l"
2T.S"
29'.,,-
3'1.'1'
25'.5" 'ZO.9"
2T.9'" 2S'.""
30'4" 26'4"
12',j)" I 14'-<l" I 16'-<l" I lS'-<l" I 20'-<)" I ZZ-<)"
Allowable Span "l"
31'-Q' I 29'.2" I 2T 4" I 25'." I 24'.5" I 23'-3"
34'.2" ! 31'-r I 29'.r I 2T."" I 26'-5" I 25-3"
I :,€'-8" : 33'.\," I 31.. I 2\j'.',,- I 28'-6" ! 7.;-.,"
10'~"
34'-Q'
3T.S"
4U:-1'
mna
Zone
~oz--
11"
14"
,.<:I
'''''
6'.r
'1.g-
'1'.2"
14'4"
,5'-8"
'T.\'
6'-4"
9'4-
'0'-8"
'3'.9'"
14'., '"
16'4"
Allowable Roof Beam Spans for Carports, Patio Covers,
Screen Rooms, and other Open Buildings with Solid Roofs
Aluminum Alloy 6063 T-G
IV" ;'I'H;j
1.1 q, I-
..m
...
o.
o.~
I .~~ :;:l I J~~ ~~l I
I
I
I
I
i
., I 0-0
I 0.;; I ,.
I O.J , -0
! .1U '"
I -0 o.
I'" 0,'
I " .. · U:VO" nOuOW '"
i '~.J I ll.J I \.toO ~.
I ,." ''';4 I .. I .-u
I 'v... I ..1 O. 04
.-0 I 0" 0'" ,L .,v
-V'-" "., , .,~ (.,
i ~.- ;---:-.,- -r--r:s T -,~
I '!oj I /.,- ,. 0-0
I r.', I i...J I o.:v o.~
I m~.lJ>O HOII~; -0 .IV I
I ;~:' I ,c~ : .~.~ I '~.~"
lv.1U 'v-U , ,..
..~ '.0 0.'0 ,.J
.. : o. I 04 ,.,V
..J I 0-0 I ,., ,..,
0.10 : ,." 1-0 ..
! 2 .~~:ooo~: xo,~?~'elT,tng:~m :
! {I::. ! ~.:] : ::~~
I :J .;; i' ;; -U i
! 3'..4" 8'.r,
Allowable Roof Beam Spans for Carports, Patio Covers,
Screen Rooms, and other Open Buildings with Solid Roofs
Aluminum Alloy 6063 T-G
'02 MPH ,,0 MPH I lZ0 MPH I 125 MPH I 140 MPH
17# I Sq. Ft I 20# I Sq. Ft I 23# I Sq. Ft I 26# I Sq. Ft I 32111 Sq, Ft
2" . 6" X 0.050" X 0.120" Self Mating Beam
,,,.,," '5.r 14'.,
15".1,- I '4'.. ';.9'
'5'.l' '3.,," '3-0"'
14'.,,- '3'4 'Z.O"
13'.,0- 'l.9' I ,'.1'"
'3'-3 ','0" I 11.5'
'l.11)" ",'0" I 11.(J'
11'.,,' I , 1'.()" I .....4'
2" X 1" X 0.055" X O. lZO" Sell Mating Beam
1'14" I 1 r.'1T I "0"-8
16'-3" 16.10" I 10'-8"
'T..4" I ".11 14'."
16'-0' ""'0" '4'.[
15'.1(j :4. '3'.('
1,'.. 14-'\1' 1S.'
'4'-8" '3'-8" 'l.T'
13'-8" I '2'.T ".9"
2'" . a- . 0.072" X 0.224- Sell Mating Beam
.4.'1)" ,L 2Z." L 21..4
- 'T~'-r- r~~ ;-:U.2"
T u;.)" I 2'J-Q' I ';;.1"
21',!' ,'1-6" I '0-3"
2fJ-l" ',O-'j I 1, .,"
''1-Q' I '1'.,," I '6'..'
16'.g- , 1'4' I '6'.Z"
'T. I ',o.z I ".,
2".9" X 0.072" X 0.224" Self Mating Beam
2T.2" ,,,,.1 iJ..4
25'-8'" i 23'.8''' 2Z.::J"
,,4'..4 I ZZ.," ,,1;.11'
23'.[ I ,,14 i~.i
22.. 20'-6" ,..,
2"4- 1'1-<1"' '6"..4"
20'.T' I ',0., '/-0
1'1-3- 'T.~' "5"","
2" X 9" X 0,082" X 0.306" Sell Mating Beam
29'-8" I 2r4' I ,,'--6'
2/.,,' , .,." I .4.'"
Z6'-o I .4-0 I 2Z.'Il'
2,'4- I 23'4- I 21.9"
,,4'-3" I a..4" 20.'0"
23'-3" I 21'0 2fJ.;j"
22.," I x",' '9'oj'
20'.1'" I ''14'' 'f!-IT
26'-<l" I 28'-<l" I 3Q'-<l" I 32',j)"
18'-8"
2'J 4"
22-3"'
,r.l'-
19'-8"
21'.5"
24'-<l" I 26'-<l" I 28'-<l" I 3Q'-<l"
22-3"' I 21'.5" I 2'J-8" I 19'.,,"
24'.2" I 23'.2" I 22'4" , 21'-r
2S'.,," I 24'.'1" I 23'.,," 23'.'1 i
Appllea
Load
11
,0
,J
,.
J.
\""onverson
Factor
,..,..
U...
u...
U..
0.10
5.'0"
6'-8"
3'.,,"
1l-8"
'3'.,,"
',5.2"
16'.'1'
,6'4"
20'.'"
31-<l"
19-1"
2'J., '"
22'.-5" J
...J
<l::
(/)::)
o z
W <l::
I::?
(/)Z
ode:)
(/)(j)(/)
C!:WW
WOoS
>(/)~
OWr-
UC!:N
O::)Z
~t;o
o.::)i=
_C!:U
(/)f-W
f-(/)(/)
C!:~
0::)
o.z
C!: -
<l::~
U::)
...J
<l::
f-
W~
....,J N
a. ~ ~
- ~ .....
~8u..;!
Q.) f- ~
C~o~~
C~>:~5'
Q.) ~ t3 ~ ,-
COujJ:ilS~
. ~ ~ ~~
Waoae.
(/lif~
Q.)ilji8UJu.
{)UJl"l"'"
C2:'lfUJ
Q.)\5~1-
L.. ~ all
~ UJ.
COVJ~/~
...J'
/
r
~
./ j(~
1/ EAL
SHEET
5
OF
7
. j
Table 2.2,1: Allowable Attributable Roof Area per Post for Carports, Table 2,2.2: Allowable Attributable Roof Area per Post for Carports, Table 2,3: Schedule of Post to Beam Size and Number of Thru-801ts Required
Patio Covers, and other Open Buildings, ALUMINUM POSTS Patio Covers, and otMer Open Buildings. ALUMIN UM POSTS Afumif'lum A.lloy 6063 T -6 .
Aluminum I-'ost Aluminum r'ost Sum Minimum
. Thru~olts a t,"O.'/,"
mno Loao = I 10Z "'~H I 1U "'~H I liU MI '"' I 1i' MrH i ''''' MI'" Wind Load = I 102 MPH '10 MPH I 120 MPH I 125 M PH I 14il MPH Si:.
I'osl Sit. "... . 31a" .
"pp ,eo .cao = I 1 "'oq. r-L I iV",Oq, 'L i '" ",oq. r. I ". ",oq, '. I J" ",oq, -. Applied Load = I 17 IlISq, Fl I 20 #lSq, Fl I 23 #lSq. Fl. I 26 IIISq, Fl. I J2 #lSq, Fl. r x J" 10.050" Hollcw Tilt Tx 3-1 0,060" Scalloped 2
I MaXimUm I '" owable~oo' Ar.. ,n oquare .. Of anous Loaos on os[ Maximum I Allowable Roof Area in Square Feet for Various Loads on Post
r J: ... x 0.0$0" HOllow ;r"x )... 0.060" Scalloped 2
HeIght I Lead In Lbs <X" x U,U44 no lOW """USlon or Height Lo. d in Lbs I J" x J" x 0,090" Hollow Extrusion. Alvminum Alloy 6063 T-6 r I .... 0.038" I 0,'00" Self Mating ~Im J'"'x J"x 0,060" Scalloped
I 1-4 I " ...,.. I '" I C~ I ~ I I' 00 I 2
I 0'1 I "'0 I = I " I 0/ I oV I "0 ]'IV " C4 3vo .co. I "", I I., I ' 0" r 1 6"1 O.O$O"':c. O.12Q- Self Mating 6<eam J"l( 3-1 0.060" Sc.alloped 2
,. 'u I ' i'.;4 1 ! DU I ,,, I ... I -Xl 13.',U" J,OOO i.,:',; ,~ I .,o~ I IOU I "" . x.,.. x 0,055" X 0,'20" Self "'ating Sum I J" x J" x O,OSJ" J 2
11. I .v" ,J I ., I J' I JO I ,,0 ;,.1U.. I j,U,,4 o/~ 1,1 I lJ1 I "'0 I ., . x a" x 0.07. x 0,2;'- Self Mating Sum I J" x J" x O,O'lJ" 3 2
Helgnt I '-oao In LOS '- X J X U,UOII ,",OllOW "" tn./Slon or 1, .'V' I i,'oo lJJ 113 I ~';I I of 11 T'.. r I 0.072"" J{ 0.21." Self Mlting Seam J" x J" x O. '2, . J
0-" I i' "., '0 , I ~I " I 'c" O? Height i Load in Lbs J" x J" X 0,125" Hollow ExtruSJon. Aluminum Alloy 6063 T-6 r x r'.t 0.082"" l a.)OG" Self Mating Beam IJ"xJ"xO.'2, . 3
..., I " :vi. ,./ I ,"' I 'u. I n I ,0 lJ.';I I O,~l " "'" .;.40 I J<J1 I ,00 i'O
1U . 11 I ,n ,~ I 6U I o. I 0 I :ov .,0,1 I ' 1 t>4 I .>v0 I i'~ I ", I I... I Oi Table 2.6,1 Allowable Stud Heights
I ,,,-J I I,I;J( I IV I ov I 'i I ... I JI 10-" .,VJi I LJI I iUi I ' 10 I 10' I '0 Utility Sheds Framed Wrth Hollow Aluminum Extrusions
I nelgnt I LO.O ,n LOS I J x <XU,UIV o lOW I:..l.l1uSJon . Aluminum ""lIOY t>1.J':l..l ~ "v./ I J,viO I 1,0 I " I J I 11b I ., 6063 T -6 Aluminum Alloy (Fb = 15,000 psi)
I 0', I .) ....vO I iW I .cV I ,.0 I J I IV' Height Load in Lbs '" x '" x 0,125" Hollow Extrusion. AI
PAN ROOF ANCHORING DETAILS
EXlSTING TRUSS OR R.AFTER
SEALANT
HEADER (SEE NOTE BELOW)
IIa ~ 9116" S,M,S, (3) PER PAN
AND (1) AT RISER
#10 x 1-112' S.M.S, (1) PER RAFTER
OR TRUSS TAIL
ROOF PANEL
#10 x 314' S,M,S, AT 12' ON CENTER
IIa ~ 9116' S.M,S, (3) PER PAN
AND (1)ATRlSER
ALTERNATE CONNECTION:
IIa x 1-114' SCREWS (3) PER PAN INTO
FASCIA THROUGH PAN BOXED END
EXISTiNG FASCV\
ROOF PANEL TO FASCIA DETAIL
/
//.~ / /
/ //) , "
/,' 1" fT~4--J
-' / ,', 1/ ,
:/; '/
/
'0,~
HEADER (SEE NOTE BELOW)
IIa x 9116" S,M,S, (3) PER PAN
AND (1) PER RISER
FOR MASONRY USE 114' X '-1/4' TAP-CON
ANCHOR OR EQUAL AT 24' ON CENTER
F<..., ".'~':' ~,,=- #1~ ~ 1.112' S,M,S,
')R \,"000 SCi'SWS -\T 12' ON CENTER
ROOf PANEL
#a l( 9116' S,M,S. (3) PER PAN
AND (1) PER RISER
EXISTING HOST STRUCTlJRE:
WOOD FRAME, MASONRY OR OTHER
CONSTRUCTION
ROOF PANEL TO WALL DETAIL
ROOf PANELS SHALL BE ATIACHED TO THE HEADER WITH (3) EACH #a X 1/2'
LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2' WASHERS.
AU SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET
BEl'V-IEEN THE WASHER AND THE PAN.
PAN RIBS SHALL RECENE (1) EACH #8 x 112' SCREW EACH. THE PANS MAY BE
ANCHORED THROUGH BOXED PAN WITH (3) EACH #a x l' OF THE ABOVE SCREW
TYPES ',ND THE ABOVE SPECIFIED RiB SCREW,
NOTES:
l' FASClA (MINiMUM)
BREAK FORMED METAL
SAME THICKNESS AS PAN
(MINIMUM) ANCHOR TO
~ASCV\AND RIB OF PAN
AS SHOWN
#8 X 314' SCREWS @ 6' 0,0,
~
,
#a x 112" SCREWS @ 6' 0,0.
~~\\,\\,,\~;---------~- J
\ , "-\ HEADER (SEE NOTE BELOW)
\ \\,' #8 X 9116' S,M.S. @ B' O,C,
ROOF PANEL
\ ' FOR MASONRY USE 114' X '.1/4' TAPCON
\ ANCHOR OR EQUAL @ 24' OC,
\ FOR WOOD USE #10 x 1-112' S,M,S, OR
\ WOOD SCREWS @ 12: O,C,
, EXISTING HOST STRUCTlJRE:
WOOO FRAME, MASONRY OR OTHER
CONSTRUCTION
ALTERNATE ROOF PANEL TO WALL DETAIL
NOTES: ROOF PANELS SHALL BE ATIACHED TO THE HEADER WITH (3) EACH #8 X 112"
LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 112" WASHERS.
ALL SCREW HEADS SHALL BE CAULXED OR SHALL HAVE NEOPRENE GASKET
BElWEEN THE WASHER AND THE PAN.
PAN RIBS SHALL RECENE (1) EACH #8 X 112" SCREW EACH. 11-IE PANS MAY BE
ANCHORED THROUGH BOXED PAN Wl11-I (3) EACH #8 X l' OF THE ABOVE SCREW
TYPES AND THE ABOVE SPECIFIED RIB SCREW,
COMPOSITE ROOF ANCHORING DETAILS
EXlSTiNG TRUSS OR RAFTER
~
#8 x 9116' SMS SPACED AT
8' O,C, BOTH SIDES
ROOF PANel
#10 l( '.112' S,M,S, OR WOOD
WOOD SCREW (1) PER RAFTER
OR TRUSS TAIL
#10 X 314' S,M.S, OR WOOD
SCREW SPACED AT 12" O,C.
#8 X 9,",6' SMS SPACED AT
8' O,C. B011-l SIDES
EXJSTiNG FASCV\
ROOF PANEL TO FASCIA DETA1L
m~
~i"-?~L' ,-
~ ~~
0.. 0
(.
.~~
"------
EXISTING HOST STRUCTURE
WOOD FRAME, MASONRY OR OTHER
CONSTRUCTION
IIa X 9116' S.M,S, SPACED AT B'
ON CENTER BOTH SIDES
" -..-
FOR MASONRY IJS':; 114' X '-114" T,\?CON
P.NCHOR OR EQUAL .\T 24' Q(' CENTER
FOR WOOD USE #10 X 1,1/2" SM.S, OR
WOOD SCRE'NS AT 12" ON CEN",E~
ROOF PANEL
#8 X 9116' S.M,S, SPACED AT B'
ON CENTER BOTH SIDES
ROOF PANEL TO WALL DETAIL
NOTES:
WOOD STRUCTlJRES SHOULD CONNECT TO TRUSS BUTIS OR THE SUB-F ASClA
FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CA.'I BE OUTSIDE THE TRUSS
BUTTS, SUB-F ASClA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS.
ALL SCRE\"'S :NTO TriE HOST STRUCTlJRE SHALL HAVE MiNIMIJM 1.114' WASHERS
OR SHALL BE WASHER HEADED SCREWS.
HEADER iNSIDE DiMENSION SHALL BE EQUAL TO PANEL OR PA....S "1", THE WALL
THICKNESS SI-'.AlL BE THE THICKNESS OF THE ALIJMINUM PAN OR COMPOSITE
PANEL WALL THICKNESS. HEADERS SHALL SE ANCHORED TO THE HOST
STRUCTURE WITH ANCHORS APPROPRv\TE FOR THE MATERIAl. CONNECTED TO,
THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 12lJ M.P,H, FOR
sac SECTION 1606 FOR A MAXiMUM POSSIBLE SPAN OF THE ROOF PANEL FROM
11-IE HOST STRUCTURE.
f-- . 6'
/ 1~
#8" 1'2" ALL PURPOSE SCREW
@ 12' O,C,
;I:"
w
"
:J
f-
U
:J
"
f-
en
f-
en
o
:I:
-I
d ~
! i
l
BREAKFORM FLASHING ......"
\
\
\
\
-~~j
_/
I
I
/
I
FASTENiNG SCREW SHOULD BE A MIN,
OF ~' BACK FROM THE EDGE OF fLb,SHING
3' COMPOSITE ROOF PANEL
SEE SPAN TABLE
ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS
1. FLASHING TO BE INSTALLED A MiN, 6' UNDER THE FIRST ROW OF SHINGLES
2. STANDARD COIL FOR FLASHING IS 16' ,019 MIL COIL
3. FIRST ROW OF NAILS WILL HAVE TO BE REMOVED TO INSTALL FlASHING PROPERLY
4, FLASHING WILL BE INSTALLED UNDER THE FELT PAPER WHEN POSSIBLE
5. HEADER WIU BE PUTTY TAPED AND CAULKED EVEN THOUGH FlASHING IS TO BE INSTAlLED
6. 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 11-IIS DROP
7, WHEN USING FLASHING THE SMALLEST SIZE HEADER AVAJtA8LE SHOULD BE USED
12'03 MIL. ROLLFORM OR B' BREAKFORM IS BEST SUITED FOR HEADER SINCE IT KEEPS
THE FUJ> LIP OF THE HEADER BACK FROM THE EDGE OF THE FLASHING
8. WHEN SEPARATION BElWEEN DRJP EDGE AND PANEL FlASHING IS REQUIRED
1/2' SEPARATION MINIMUM
9, STRIP SEAlANT BEiWEEN FASClA AND HEADER PRIOR TO INSTALLATION
PAN ROOF ANCHORING DETAILS
RIDGE eN> SEALANT
HEADERSAND~ANELS ON .d= PAN HEADER
BOTH SIDES OF BEAM (BREAJ<-<'ORMED OR EXT.)
FOR GABLED APPLICATION I ;- #8 X 9-16" S ,1,4 S, (3) PER PAN
fl-- ~ ANO(',AT?N<roSER
#8 X 9/16' S.M.S, (3) PER. PV
AND (I) AT PAN RISER
#8 X 9/W S.M,S. (3) PER PA.'1
ALONG PA.'1 BOTTOM
~ PAN OR CO"'P, ROOF PANEL
AL TER."lA TE CONNECTION:
#8 X 1-114' SCREWS (3) PER PAN
iNTO BEAM THROUGH BOXED
END OF PAN ANO HEADER
ROOF PANEL TO BEAM DETAIL
I ~
i
l -
, I
I ,
ROOF PA.'1EL (PER TABLES)
SECTION 7
NOTE:
WHEN FASTENING PA.'1ELS OR PANS TO
WOOD f'V,TES SCREWS SHAlL HAVE A
MINiMUM EMBEDMENT OF I"
!
FOR COMPOSITE ROOFS: . I FOR PAN ROOFS:
#~O X (t + 112") S.M,S, WITH 1.114' u- (3) EACH #8 x 112" LONG S,M,S.
P:AMETER FENDER WASHERS PER 12' Po\NEL
@ 12" O,C, (lENG11-i = PANEL
~ICKNESS + I') @ ROOF BEARING . SUPPORTING BEAM
elEMENT (SHOWN) AND 24' O,C. @ (PER TABLES)
NON-BEARING ELEMENT (SIDE WALLS)
ROOF PANEL TO BEAM FASTENING DETAIL
(1) #8 x 112" WITH HEAD S.M,S.
TOP OF EACH RISER
BOX HEADER
BEAD OF CAUU<JNG ALONG TOP OF
BOX HEADER
#10 x 1.112" WASHER HEAD S.M.S,
THROUGH BOX HEADER 12" O,C.
iNTO HOST STRUCTlJRE
NOTES:
1, WHEN HOST STRUCTlJRE IS MASONRY
USE 114" x 1.'14' DRIVE PINS OR
1/4' x 2.114' THUNDERBOLTS
2. FASTEN THE EXISllNG SUB-FASClA
TO RAFTER TAILS FIRST WITH
#10 x 3' S.M,S.
ROOF PAN
(3) PER ROOF PAN #a x 318'
wi HEAD S,M.S, O,C. INTO BEAM
(3) PER ROOf PA.1\j #10 l( ,. WITH
S.M.S, THROUGH ROOF PA.1\j AND BOX
HEADER O,C. INTO HOST STRUCTlJRE
PAN ROOF AND BOX HEADER
FLASHING 0,024 OR 26 GA. GAJ..V,
I
t
r--
2"x 2"x 0,06" x BEAM DEPTH
+ 4' ATIACH ANGLE 'A' TO
F ASCV\ WI11-I 2-318' LAG
SCREWS AT EACH ANGLE
MIN, 2" X 3' x 0,050' S,M,B,
(4) #10 S,M.S, AT EACH A'IGLE
EACH SIDE
r
A . WIDTH REQUIRED FOR GUTTER
B . OVERHANG DIMENSION
i I
BEAM TO WALL CONNECTION: 1f- A -if
(2) 2" x 2" x 0.060' EXTERNAL Y MOUNTED ANGLES ATI ACl1ED TO WOOD WALL WITH MINIMUM
(2) 318' x 2" LAG SCREWS PER SIDE OR (2) 114' X 2.1/4' CONCRETE ANCHORS TO CONCRETE OR
MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER l1-lAN 3'
(ALTERNATE) (1)1-3I4' x 1-314' X 1.314' x 1 IS' INTERNAL U-CLl? ATIACHED TO WOOO WALL Wl11-I
MIN. (3) 3IB' x 2" LAG SCREWS PER SIDE OR (3) '14' x 2.114' CONCRETE ANCHORS TO CONCRETE
OR MASONRY WALL ADO (I) ANCHOR PER SlOE FOR EACH INCH OR CONTI LEVERED BEA.'-l
DEPTH LARGER THAN 3'
o
o
NOTCH ANGLE OPTIONAl
o 0
RECENlNG CHANNEL OVER BEAM
AI\jGlE PROVIDE 0,060' SPACER
AT RECENlNG CHANNEL ANCHOR
POINTS, (2) #10 x 2.112" S.M.S,
AT RAFTER 'T AJlS OR 2" ON CENTER
MAX. WITH 2" X 6" SUB FASClA
MUST REMAIN FOR ANGLE
STRENGTH
2" X 6" SELF MATING BEAM Wl11-I
(4) #10 SHEET METAL SCREWS AT
EACH ANGlE. EACH SIDE
CANTILEVERED BEAM CONNECTION TO WALL AND FASCIA DETAIL
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12" WIDE x VARIOUS HEIGHT RISER [INDUSTRY STANDARD] ROOF PANEL
Table 7,1,1: Allowable Spans for Industry Standard Riser Panels for Various Loads
Aluminum Alloy 3105 H.14 or H.25
~2"""lO,l,.i9 KlserPanel$
( O~n BUIldIngs ~8Ulld\ng$
I Wind i. APOi,~d r---, ' ~CondltJo~___. '---.J w,n: rl ,I APPlled,~ Ovemang Condltlof'l J.
Regwn I Load ~1""~1"-<Ti:r~-1 Reg,on Load ~m.~~7.;r--~-llI
rroDl,~,-----;-.Tjo''7"""T~.,.---,..r-w.7T10n{ , " ~o---:--~o.> "0, .-4
nTOR~~---,.,'r'o7-:---7;~"-j,l'-4 : g." i "Olif~3~.~0' ,," ., I Trl
1~'-~2J ,~.~ ,::l.~o:g 3.j I :;r.a-[12:Ull:P,H.! 4' I 4.' I 4-0 :>-d (.J 0'-1'
ll~nr~'---~.o;o"O ,.'\1 g-O""""7"nnr,~).1O" 4-4 o. r.7 I 8." ,
~.~~~.~~o., I t-' g-'~.~~J-6 J." I J-.J 0'" i o:r1
1.....,-:-rr4'"""X~rxv:tI,,6 KJser ~anels i
I openSulldlngs I Enclosed BUildIngs , I
I Wl~Q ! Appl;ed \ ~ConQtuon ~ N\~Q : Applied! G""'Yemang COndttlon :
! Region ' Load ~~1"ff"I~f"-ll I Region I Load "'ONE"iT~7.;r--Y~r
:"1"Q11;{~r'::=.:... .2_ . ~~~ l~:)"~ l'011J:?H.. 29 . o.r I o'~~ ,~~
~~?11., '0--, -:'-;-0 , 1....1 -r:l:J', 7..; ~,: ,v.r, tl1t~.~. , J5 ': ~.: , .:.'" " ~~ ',~.l, \ 'j'.,J
Il~,~'s-o:;.~o:r,'~ 8'.!;; ,'\I.2"!12~;>:;:r.,-'4)~' 0"" 1 o:T!~.-r-V-"3";
["Tlnf,~5" -~J"""'T"7'.r-"8'".~~~nl~ 45"i4'"-6 4." 0~-7-7'"""1
,rnrr1i!,~:lr-~-r-B'".d""""" 3'-0 1 ,.( ,,~,~s;-~.()' I 4-6 0-0' (.3 I 8." I
ITl7.l"xl~.nT'"~Panels
I upen BUildings ~cjosed. BUildings
I Wind Applied Ovemang CondItIon l Wind Applied I OVemal"'g r..;ondltlon
,Region Load i'JONE;l''ll:7Q--'--YTl4'";qr1 Region I Loa~ ["eNE, "-0' 2'-<) 3'-Q' 4-<)"
110nl,~----;--~~-4 i ,., 1 'C,, I ~1., 11Onl~~'1 2S-----s'".) ,-0 ,'. ~2'I
IlTOll:~~-r.a--7".m~T-~~llnl ,. Jri,.3 0'" ~3",~1)"""'1
IUlPT~~,:-ll"'''---r;~;r:m."'2''""""T '~2"O"1l?H. 4\ ".) "',~"" i '~..; J
Il2~~:~?-~~U 1/.0 'd." ~"2~.~1..:l 14." ~+4 ':J.:;: ,.,0' i;1. ,
~:>:i.--':l2 .0.,1-: ;r:o;-,r~~,~56 4-0 4.11 ,.1' ~-6" ,.7
fT-T!TX1~~Pane's I
r upen3ulldtngs 1 ~aUlrdln9S
I I'Ylnd ,....pplied i, ovemangCondltion Wind Applied Qvemang Condition
I Region L~ad i'JONEiT'll~1"ff"lY~ Region Load 0lGN~~.qr-y~
1l021i!~'c-------T-:rTT.Q"jO'".~~0'.TTlO:n;f,~~-o ,.1' ,.'v e.2 ,.. 1
i"T01.r~2D !')-?J I o.":.2....l-'.g--,.,' ! 10'.~ "OM.P,rl. "35'" I ~-if ~.:J ~~
rnOll.~:r--:-~~-o ! (..~O'".~"O'".~O"lff.P.H. I 41 4.~ 4~:~'U- ~.~~.71~~~' i
1'~nl:~~~~T-" I 3., ''T-1'1"'"f12;1if,PH. 1 45 ,4., 0"" -0 '. 1
~.~J2 I ~-3n I ~-d 1 0" i I." I -g.T I '4O'll.~~3'" 4.~ 50? r.T 0'."
1f.17Txl~~~;"'"~Panels I
i Upen Buddlngs --L..- t:nclosed aUlIdlngs
I Wind Appred ovemang~ I Wind Applied O.....emal"g L-ondttlon
I Reg,on Loao ""N~'E";"1'".()' "Z.()'! nr---..--ll'1 Re9'on 1 Load ,'lCl"lC1'"ff"I~~~
1l"1I:<lif~"------:-T-m-i; , ,-4 . ,~.7"]lO:n;f,~~o'o ; ,..: , d,'O 1 'I,;.J ,
[1101if,~X---7,""""--0"q-----;r:",--;:TO"!'T.~~~o'--"'-'C . 0.2 " 8'., g." 1
r~20ll",~~.J , (-0 1 0.3 I ~(T-Til2~.?,H. I 41 : :;.;, . ~.~ . -;,."1 a.' ~
1l~51if,~:~o"!--"r.jI7." '3'., ",or-8""""'2nr,~~,,~,"O 7.\1" .-6
'14Inl,~o~6'"'2"""T;r:"""~~~1if,~~-iJ"' "," ""--~.:r"'
If-l7TXlm:~7 RJser Panels
op:e-nEUiTdlng,s \ ~B\JI\d\ng,s
I Wind Applied, ovemangCondltlon I Nind Applied I ~r..ondttJon J
! Region LoaO ~~'ll"'-1".1I~:r~-"'" Region I Load NUNE , -0" 7~~~
~h01Y~~~7.o-'1\J" , "., i '~lI:n;f,~~~~.r-~~
I lo-V,~20 ,d.,' ,~ryr--v;, I 'C-':l I i'.ra" ! "cr"M,P~1~-':l ~.-;t (.,' d.~,,' 'f..,T-4
rnlnl,~z:r---~.~1""T~4'"T'2"O"lif~' 0'''' 0-4 :;r----;,-o ,."
M51if~~7~~-S--'l".~~2;1if~~0" o'~. -;'.:l" g.'C
n-aell,P~~r--o~r-:-i?;"'--~O ).'\ ~O~,P"~~i :;;-0 ':i~ .~, 7~,
\jote -c~a, n)of :)anej 't<ilct!'l = 'OOrT': 'Mdtl' pi'....s ...-aH 'Mdt!"' ;:Oi,.;S c..ert'ar.g
12" WIDE X 3" RISER INTERLOCKING (INDUSTRY STANDARD] ROOF PANEL
SEE iNDIVIDUAL PANEL SPECIFICATION (IN TABLES) FOR ALLOY AND THICK.\iESS
Table 7,1,2: Allowable Spans for Industry Standard Riser Panels for Various Loads
Aluminum Alloy 3105 H.14 or H.25
:)" l '2"" x 0.019" RJser Panels 1
Open Buddings I Enclosed Buildings
I 'lYind IAPP~iedl Overhang Condition j Wind ' Applied I Overt1ang Condition
Region Load NONE, ,'-0" 2'./J" 1 3'-0" 1 4-0" I Region I Loa d j 'J()NE 1 "-Q" , 2'-0" : 3'-Q" I 4'-0"
1102 M,?,H, I 17 n'.,~' ~ 2'.,- 12".7'" I '3'.4" , ,4'-4- i 102M,P,Ii. 29 I 9'.," , g-4" 9' ..' ~ 0'. , 1. ! '2'1
."
i "OM,P,;;. I 20 '\1""1 ~ 1 '.2" 1,.8" 1 '2'JS'1 '3'., , ~O M,P.H. I J5 1 8'-4" I 8'JS' I g.3- '\1.3' 1 '1'JS'
1120M,P,H. 1 2J I 1C'.::r '\1.5" '0'.,,- I , ". 10" ! '2'.~'" 120M,P,;;, 1 41 i i.8" I 7.", I is.8" I '1.'1' ! ",.,'
I '25 M,P,Ii. I 25 I g., '1.'0" 1 'O,S" : '1'-4" . '2'JS' . '25 M,P,H, i 45 , i-4" I i., I 8'-4" gJS' I '\I.,O"
1 140 M,P,H. ! 32 i 8'.8" 8'.". ; g., 'o.r i 1".'0" '40 M,P,H. I SO I 8'.r 1 0"0" 1 i.8" I 8'.". , '\1-4"
: J" x 12"' x 0.020'. Riser ?aneis
i Open 8ulldin9'
I, Wind I Apolied 1_..... _?".:.~1~~ CO~dition Wind
1 ~egjo=" ,Load '\lONE ,......~. I 'l.."'" J'-o'" j ~.J:r ~ Region
1102 '.I,;>,H, I 17 '3'.,,' ',4'.'" , '4,5" I '5.2" 1 'o.(f' '02 M,PH, 1
1"0 M.?,Ii. I 20 1 '2'.'0', '2'.,," I 13'.5" I '4'.2" 1 ',S.'" ! "0 M,P,Ii, !
! '20 M,P,Ii. 1 23 ! "'.,,. '2"." '2".r '3'.4" I ,4'.5" 1'20 M,PH.
; 125 M.?,H. I 25 I ~1'.3" 1".5" ,".,," i .?~ 1'3'.,0" 1'25 M.P,H. :
I 140 M.P,Ii. 32 "a.2" 1 '\1.4" , ,\I.,,-! "'., 1 '2"''''! '40 M,;>,Ii. !
Enclosed 8ut$dings
I Applied I Ovp,mang Cor.dition !
Load ;-..,oN.!Oi1'-<";P.l)': ~ 1-4'~
'z, '\1-8" ! 1\/.,0": ' 1',,' I '2'.3" I '3'-4"
35 '1.8" I 9'.,," I '\1-<" : "'.5" 1 12".r
4' 8'.,," 1 9'.2" 1 g.,(;" I '\I., i '2"'0"
45 I ~,' J o.~ ~-S" 1 10'-5" I ,"-8"
56 ,i-O' I 7.'," I 8'-8" ' 9'.'1' i ,,'.,"
13" x '2" x 0,032" Rj"" ;>anels
i Open Buildings Enclosed BUildings
I Wind \ Ap?jl~d I O'iemang Condition 4'......! \~ind I Applied \ Overllang Condition
Region I Load ,'lONE I ,'-0" 2'-Q" I 3'-Q" ~ 'legion, Load I 'J()NE I ,'-Q" i 2'-0" , 3'-Q"
1102 M,;>,H., 17 ,'5'.5", ;5'JS' '5',"'1 '6'JS' 1 17-4- I '02 M,P,Ii'j 29 ! '1'., , '1'.,,"] '2'.5- 1 '3"3"1',
\1'0 M,P,;1. 20 '4'.2" 1 '4'-4" I 14'." 1'5'.5" , '0'3' 1110 M,;>,H.', 35 I 1\1.'1' : '()'.W i 11'.5" : 1"Z.3"
1'20 M,P,H, 2J I '3'.3" I '3',5" '3'.,0": '4'JS' I '5JS' , '20 M,P,H. 41 I g.1'" 1 '\1.,- I '\1-8" ,,'., I
1125 .\4,p, Ii. I 25 '2'.5" I '2'., I '3"." "3'.,0" 14'.,0"! 125 M,P,H, 1 45 9'.5", 9'.8" I '\1.3' ! "'.2" j
140 M,;>,Ii. )2 11'.3" '1'.5" I"""", '2'., I '3"'" 1 '40 M,P,H.! 55 I 8'JS' I 8'., , 9'-4" I ,\IS I
Note: Totaj roof panelMat.'i = ;oem 'N\dti'I Ol'us 'NaSI WIdth pjuso-.em<!n9.
1:~1
'3".5"
'2"',
'2'.5"
'1'-8"
Table 7,1,3: Allo''{able Spans for Industry Standard Riser Panels for Various Loads
Aluminum Alloy 3105 H.28
[1'l<12"xlrll19"" I'liSei" Pane, s
I opei1tjul!omgs ~t::)ullalngs
hl W'nd. . '~PP ,.a ! , ()vemang COnd, , I Ion '. ,",'no I AP~" vvemang ""nOluon
Region Load i'I~~-lI""""'""~~ Region ,Load ,~-<l"'"T1"'lrT:rm.r
IOa~~nD" '3"'", ~4.,", '5~s-:n"""11)nl,~ . .1'V" ,-4 I ,,,.,, 1'0'0
111)ll],:i.t--~o I '2'., '2"""1 '3'-4 , 14.' , '0"" . ,,0 M,~3 , ~'r ,,,., I 1-4 1.-0
"1~Inl,~23 1"'" 'Z.' I '2""0 I ,).4 I 14-4 : j"21l"1if,~n.! ., I c."' I" i ,., : ,u., i ,,'
n25~~~'7, 11-4 1'1.'1]', '2".8 I '3.TTl2D'f,~"8"-6 , 0'" . g., I ,1J.5"'TlT.a"""!
~,~o2 ,'\J., i 'C'.3' I ,\I.1I)"i ",~~-llllil,~'56""IT-7"""f~.7'"ig'.o I""-j
p"'xlT'X1),~>,ane s
I Upen i::5ulldlngs ! t:nClOseO ~ullOlngs
WI~d I Applied,. ~Condltlon ~ Nl~d I Applied I Overhang ....on uuon I
, Re910n ' Load :'lm.~-G""T"fil" i 3'-0" ,~ Reg'on \ Lead m<J!'.iET1'";O---TT]3"-o;. ! ,:.u;1
10nf.Jf:Kt-""r7--"7"",.7: .,6'.J" , '0~7.~!!'DO!ll..-:R:"i~"Z-4" . '"ZJS' I ,~". I ,..".. I
:ll1J-v:~r20 . '14." , .~~ , !:'.:l ,: iO:-, 1 ,6." i 'Wll:~1~ I ".:,5 ! n.:. I ,~.,. : -z:~
~, ' , .1 2r--'n""""'-i)" I '4., , 's-:1""T'o.~:wJi?:"rl. I, 4' . ,O'.s-n, \I.r" ''-2'' 1 '"Z-: I, ;:.,- I
m51if,~~~~7TlH' , 14.4- , 'S:-~25'1.l~~~~, , .Tj
14ll"~rr-nT.~r'"""T7-,.......--n"'~'~~5bT~-g:r-7-'T"j'1l'.~
(TX12"X~oYRJserP.ne's I
1 apenBulldlngs ~ 3U1~dln9s I
: Wind ,. Applled ; , l..'verhan9 CondItion 1 Nlnd I Applied I ovemingcondloon
: Region i Load '<ONETT-!l""T7.0" : 3'-ll" ,<'"r Region I Load il'JONE, ,'-<)" ,2'-llI3'-<)' 4'-Q" J
~,~rr--rnrll7,l"\"'"["l~~.7:1tr:n;f,~~ I ;~~.o 1'4." I '.10"1
~~~~o.Q""T1~6"1I"'Tl7"~cr--l""""1WOf,~":l I ,2'" I '2', , ~3'., I '3'.,tJ"D4.10'"
n20~23 ,,-4 1;~no-o-"'17--l""""12Ifl,l, ,M., <l I 1-0 I .O! .., ,,,. ,,..u
rnnr,?:R:"\2~, ~4'..- I '.f.,,..,,~e'~251T.~ ,la.". "., 11.8, 1"..,-- I '0'.
Il;jln"]':w.r--:l~:r..,......----.y.::- I 13"0 I ~4'4"T'5"::l"Tl;jO"1i!" ! sr:-"'O"; '(;., ,lcr:"8""j1T"O ,,,,0
Note: To(af roof pare W'atl"l = ~ .....H.11n ;Jlus wafl lYIcth p(us c..erf'l3fIQ
J
I
,/
12.00"
l
1
INDUSTRY STANDARD CLEATED ROOF PANEL
Table 7,1,4: A.llowable Sllans for Industry Standard Cleated Panels for Various Loads
Aluminum Alloy 3105 H.14 or H.25
I ..JI4" X 1.' X 0.0"" <';Ieated ~anelS
vpen "ullolOgs e osed tJUlldlngs
l mno 'APP"O Ovemang ""nolO on mno 1 App"eo vuemang <.;onolOon
Region Load "UNE '.()'. ,.()' 3'.()' 4-0' Region Load "ONE ".()" ,,-0"' 0'-0"' 4'-G"
I~O~ ~,>". \, 7.s .., ,,,., '''. ,,,,,, lOn;r.>',M. ". '-" o. "0 'U.O
I ',?,H. 20 8'-6" fr... ~.,' '0'.5" 11-8" ,10 ",~,M. 35 6"0 0" (., 0" IU'O
"" ...[ ..'. ". .".- 'l1J,"Y,". 41 ,. ....J. f.". ..., "'-11
I'a..,~ "" ,0 .. 0"0 ,., ,U' <n;r>, ,tt. .~ ,"" 0-<1 0'" 0'0 "10
1'40 M.l',". 32 ...... r-v "0' .'.()" ,(1.5' \40 MY,". 56 ".,. 5-6' 1;',,- .,0" .,," ;i
r :.Jl4-- x x U.U"O' <';Ieateo >'ane s
I vpen oUllolngs "-"c 0"'0 OUIIOlng. :;:)
Wind APP ,ea uvemang Condition Wino ' APP led uvemang conoloon Z
Region Load "V,,!: 1 1-<1 "... ,"'"' 4'" Region Load NUN!: 1...' T... ,-<1 4-<1 ~
rJ) ~
1'02 M,PIi,J 17 ",.4' "J.r ., , 13'., 'OZ "'Y,H, , 29 , JS.2" 8'. ". 11'0' ct
;n-ott>',... : "" ...r 'TV" 1'1-4' '.J' 1[-0' O' .s ,-0 6'0 "'0 1U" UJ Z
:m,p,H.! 2J 8'."" 9'.2" ,.. IU" 11' , 120M,P,Ii. 41 0"" C. ., o. '(1.5' 6 (j rJ)
~MY'''' '" ..'.,. 0'., ".-4' W-4' .f" ,""..,..,tt. 4' 0.5' ........ (-0 ..... ,\1'0 ii5 UJ
I I.P,H.I 32 T.r T.'I]' ,., "0 ,'\I ,"" ",",n. 56 0" c. c. 8'.".- "..,0" () ll.J -..J
.Jl4" X U' x U,UO'" '-'lea eo ~ane s 0 0 CO
OPefi"Clullding. E:nclosed ClUJ/dIngs ~ rJ) ~
WinO APP ,eo vuemang <.;onoltion mno App,.O I vue ang <.;onOluon UJ
Region Load NONE ".()" <-<I >-<1 4'.()' Region Load ,'UN!: 1-<1 .-<1 3'.()" 4'.()' 0- ct ,....
,10" ".>,,", " ,0' , ,0' U.... 'J.H)' lOa, ',M. "; i 0,' 0.10 '''0 'U"O ., 06 :;:) Z
rPIi. 20 1\1-4 '\I. II'., ". \ '~'.\" \'0 M,P,H, 0: .'0- a'.\' 8'.\0- ".1<]" .[ I- a
rJ) 0
IUU",>',M, "" ....... v.1\1 IU-o ,0 ,,,. '''''.., 41 '0 ("0 0'0 "0 IV" ~ :;:) B
1'25 M,P,H. 26 ~., ,-4' ,. , '0'." ,z., '25 M,P,". 45 1;'. , '.2" .,,' 'a"-[ 1U'. 0:::
I''''' ...~,,,. 0" 0,[ 0'0 ..., I HJ." "., 140 .."tt. ,. 0,[ 0"0 '0 0-0 IV'I 0 I- ll.J
Note: rotal roc/ ~nei width = room widtn plus wan -Mdth plus o..emang. 0- C/') C/')
0::: ~
~ :;:)
() Z
~
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a. ~ ~
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C;u<~
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ALUMINUM SKIN
E.P,S, CORE
SIDE PANEL CONNECT-
TlONS VARY (DO NOT
AFFECT PANE:L SPANS)
SELECT PA."-IEL DE?l1-l
FROM TABLES /"
4<1"
r;"
COMPOSITE ROOF PANEL [INDUSTRY STANDARD]
rable 7,1,5: Allowable Spans for Industry Standard Composite Roof Panels for Various Loads
Aluminum Alloy 3105 H.14 or H-251,O EPS Core Density Foam
I~.~?anels
~ -~:, l3u~:d~n<J~ E."'l-:.,:,!.Cd C3Ulldlngs . ~
r .~-~...: 0._- vverF.-rl"9COI10Tticr:-' ~-w-0.r-~jCOI ~e~fl'd:i'gwn~-
] ~';iOI' i Load ;~~~T~-r~ RegIon ! Load ~~NE I 1 -0"
no:n;rp"~7 ,".1", '~2-<:> ' 1>-4" I 14-4" . 10211~ ~ir-tn
rnn;r..-ii-2o-;'.Ij.T;fn-'2~.r---7'8'T13':7"-Tml,f~3 H o-<:>!
[12O"ll:~J . 11J.3 . '~'T-Tf'"'~TJj'~2iJllP~
!l2~~25 i '1.{ , ~.~!] ~ " ! ,7-OD2nr. . . , I
, ,PK~'J~O',~~..~,~.~,~;oIo:r 1 5'.10" ,-8"
':"'Y"""i4r Ie -rr:~?aneiS I
~ Open BUildings ~ Enclosed 8uw:1lngs
~, .~"Plied: , overh,arrg COM.,' ltlon ! Wmd ;. Apolled I . Uverhang I...on,dlbo~n
i RegIon 1 Load I'JONC-"F~ Z,::r ' 3'.0' I 4'.:y' I RegIon , Load fl'JOOETTi:j 2~.o':~~,
[1unrm17 . 13.3- , f3':5""T'~~1 S~?,H,: 291 'IJ'~ ' 11J _' , '~--'-...::......
j1l0.Il",~2~2'3 '2'., .~.o '4'0, "1r!l:~J,-T-T-"3"""(V-<:> : ' ., , . , .
r2OlVl.~2J ':':-:;1 11-,1 '~2.i' I D." :' ,.. I -! - I '9'"=~,,'::l i ~.
1,"25>l:~., . I, ""2.-----.1J:T""'~~~5"""i125R '. .. ! 3'.5 1 ..1 : '1J.2' I 1 .
'~,~'1~~1." ~\.J-O: '~r t '40M,~ i-4 I (-f I a..... , ':}-':) I ~ .
i1"T4a"Xu.]W? ane Is
op;er;-3ulldlng$ tnclosed tjulldings
~ 'A~,plled' Overhang Condlbon j Wind I Applied I Uverhang CondJuon
I Reglo! I Load :'l~.(l" Z.o". 3'.0" 1 4':n"I Region I Load fl'JOOE I ,.:y' . Z.o" J'
~1l2 M,?,H. 1 17 ',5.9". "5.11J 'O-:J'~O-TO"jlT-O"T1llnlJ':R-~--~9T;7-O" I 1Z.. ; '2'.a" '.,
rn~~'20 14-0; "'0' ,"1]' I '5'0 I '6., i "0 MYH. ,.)-nG"'n'TlT'~
i'2lJIl,~, ", 2~'3".J3"" 13.a- ,,4.' I ".11" ! ',.d I '20 M, ' . ,
h25l.f,~26 I '2'.9" ' '2'.10", 1,.4 1 '4., I 15'".~2n;f'p,H. 'c.,
~,"H. 1 J2 ,':;"~2"T!7-"'11J." I 140 MPR. : I ~~ : ~:~~ .<'r ,-<:>
Note: ":"'Cia/ '"?Of ~af\ej ,.....cth = room M~li:h oJws ~lIMd.h plwS c'.ert'3n9
ni
----
I
If
0,019" ALUMINUM COVER PAN OR
CONTINUOUS ALUMINUM SHEET
W
J
#8 X 518" CORROSION RESISTTVE
WASHER HEADED SCREWS AT 24"
O,C, ALTERNATE #8 X 518" SMS
WI 112" DIAMETER WASHER.
TYPICAL INSULATED PANEL
NOTES: 1, INSTALL RIGID FOAM INSULATION INTO ALUMINUM ROOF PAN,
2. COVER INSULATION WITH 0,0145" PROTECTOR PA.....E:L WITH OVERlAPPiNG SEAMS,
3. INSULATION PANEL SHALL BE CLOSED Wlrrl ALUMINUM EIIID CAP TO SECURE PLACEMENT
AND TO DISCOURAGE THE NESTING OF WILDLIFE AND OR INSECTS,
4. PROTECTOR PANEL WILL BE SECURED BY #8 X 518" CORROSION RESISTIVE WASHER
HEADED SCREWS.
5. SCRE'N PAl'TERN WILL BE '2" ON ALL PERIMETERS AND 24" 0,0, FIELD O~ EACH PANEL
6. ALUMINUM END CAP WILL BE ATTACHED WITH (3) #8x112" CORROSION RESISTIVE WASHER
HEADED SCREWS.
,-<:>
Table 7,1,6: Allowable Spans for Industry Standard Composite Roof Panels for Various Loads
Aluminum Alloy 3105 H.14 or H,25 1.0 EPS Core Density Foam
i4"X48""i"lf.Un" ane,s ,""
r- ~B,llIC:lr.gs t:J1~~,.,lngs
11- ~iAfl' flJ:Teaf- ::-"'ie7fi'"ar.gC'3'f<(j,'d~ - ~ - :vii1C;-I~r---, Ovemang coriQif"u;;
Regkn Load ~-O'j""2'-<rTT~-U"l ".g'on I Load 1 ~U~E I 1'-0" I nr'"TT~'O"'""'
i'02"M,~~-U'T14:2" I 14.r I ".J I ,6.2" I 102"M,;s:J1.j2"T'1J:9""T1cr:ITTl1.5" I 1Z.3- I 13'.5" I
[1l'!"M,P"YI20 i ,.-,,,\ '.'.1 i '~-a" I 14'Y\15'.rt110l,f,~35i . .1' \ . !'., I' .
[12O"ll:;ry-r-~T-O"1n2"7"7'.'a"j1'J'., I 10' 1 '2iJll.P,H., 41 I 7 ~rr--g:-IC"T!(Y:l'1l"Tl .
:131o.;S:1'C---26 ,11-4 I ".Q"T'2'V!'T1~:;:l0"Tl25"!l:~ . : .
~?':11.j"~:z---w.2" I 'IJ., I '~Il"""2'.1' I '40 M,?,H. I 5& 1 roll" I r." I ~-a- I ..iI"' I ".,
~o:1l24"'"Paoels
I -op:en i:Julldlngs I Enclosed BUlldangs
jW'iii"al ApplIed I Overl1ang CondItion ---.J WInd Applied Overhang on I on
I RegIon Load ~"'-o""I2""'!T-lri.r-.<rl RegIon I Load jooNE 1 ,'.:y' I Z.o- ] J'.o' 4'
[1unr,7:Kj"1I""T'~-8"IT5'=lO"T'6-Q I 1, .4- i 102Y.P:KI29""j1'.1I" I"'" , '2'., I 13.2" I 14.3 i
mOM,?,H.: 2~-2"! 14.J 114-8" I ,5.4 "Il'.~~P':!1.1 35 I 1(].a- I 11J." I",' 1 ,..~
r2O"ll:PKI~'J'. I 13'-4 1 ''J'.~.8i15':;''Tj2iJll,?,H. I 41 ! 51'.,," I 1(7.1" i 11J-8" 1 ".7" 1 '2'.9" I
["n5"!l:P:KI25T'7'srTl7.7'jT'J'.1]' I '3.9" : ".TD25l.f,~,7'5: I 51'.>; 10'.:: I, ,~2"j~
r4O"M,~J~rh'~'O"I '~~P~56TO'.5 ,B'.!l" T4 i '0:' I l'.a- !
~O]tN Panels \
I Open 3ulldlngs Enclosed BUHdlngs I
I Wind I ApplIed i, Overhang Condlb?l"l : -~ Applied I Overhang Condition l
i Region I Load "JOIIJET"~2"~Y-il'""l.r--Wi Region I Load ,~E I ".0" I z-lFTY-lrT;rq-j
~~~~: ~;: i ':'.~u :'~~',21J I ~~:~ i ~~:~~~-::~ ~ : ~~O-I I 'J: 1,~,',\ II ';4~'.1~1J' II ';;:~9" II
h~~,' 2J ,:~~: i ~;:~ I ,';"1~, :~,' ~;:~ : ~~~~ 11,".- ,:~: : ~~:~ : ,,2,.' ",I' i:"
"l4O"ll,~32""T':r:TlTT:;:l'T1'J'-a" 1 10" , '5".. I 140 M,~ I ~,; 1 ;0..7- . ",
:\lote: Total rOO ~anal Mdtn = room 'Moth pjuSNalI Mottl .J/us c'.ert'1arl9-
ATTACH SHINGLES TO COMPOSITE ROOF PANEL
WITH INDUSTRIAL ADHESIVE"
(2) CONTINUOUS 1/4" liNES PER SHiNGLE 4" TO 6" O,C.
" CHEM REX-PL PREMIUM 948 URETHANE ADHESIVE
. OSI - RFl40
ALUMINUM FACiNG
EXPANDED POl YSlYR.E.~E DR POL YISOCY ANURATE
NOTE: MINIMUM SLOPE 1/4' PER FOOT 'MiEN INDUSTRi.AL
ADHESIVE IS USED FOR ATTACHMENT
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