HomeMy WebLinkAbout98-8110
BUILDING PERMIT
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
8110
t:SiJ 0
BUILDING
Date~
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
Pmperty Owne' 1!!!t8i If, l~ ' r tl
Job Address: Ljq l.f 1- ~ j p ft.' ,,11 MJ1.
Water Meter:
Zoning:
DescriPtion of Work
Energy Code:
(!~~
v.J.N 1:1 f.
Radon Gas: ~,5 c;...
T,I.F.'s:
Parcell.D. #
NO OCCUPANCY BEFORE C.O.
FINAL
C.O,
,y...~/- 9
DATE
Complete Plans, Specifications and Fee Must Accompany Application,
All work shall be performed in accordance with City Codes and Ordinances,
DATE
Permit Fee
~ature
Company
Address
~phone#
Valuation or
Contract Price
95 3 ,C) 0
City License Registration #
State Certified License#
7?([) -c?/ ~~
D to-,II(,I/\ .
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Breakers
Ducts Insl.
Compressor
Final
Tp. Servo
Rough In
Meter Can
Canst. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Ftr,
Pre SLB
Lintel
FRM,
Insul. CL
WL
Driveway
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 I 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.
(;t:::D1ii..&Ti- CC-l 'S \~
tfC( L(; Ll\L-\.~ SlDK-- O(L.
SQ. FEET PRICE
MAIN OR LIVING AREA
OTHER AREA UNDER ROOF ;5'32- IS.DO
OTHER
T.I.F1sl tJ I tI\
~fiMlr (.STM- <jJ 7 () . 52
BUILDING:
ELECTRICAL:
PLUMBING:
MECHANICAL:
552 f+RADON:
CREDIT:
SEWER:
WATER:
TOT AL:
,r 't) 0
S;S7-
APPLICATION FOR PERMIT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
DATE RECEIVED
PLANS REVIEW FEE'
y ^
OWNER'S NAME GEOAG 6- A, C!.Jt..st7' 5/? PHONE 7:?-o.- J?/ 7 ~
'YJOB ADDRESS 1"9tf? LI!I<"L?'~/PL::--1JR.} MlyrL~/f'~~ j!(!-f,P#i1( 7/~Pf/y/f#///.r
SUBDIV!JHON
LEGAL DESCRIPTION: LOT(S)
BLOCK
PARCEL ID #
WORK PROPSED: ~~ONSTRUCTION
(ORTAIN FROM PROPERTY TAX NOTICEl
ut'ADDITION
DALTERATION
o REPAIR
o INSTALL
o SIGN
o MOVE
o DEMOLISH
PROPOSED USE: DSGL FAMILY DWELLING
o COMMERCIAL
DMULTI-FAMILY
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
o MOBI LE HOME
o OTHER
D RESTAURANT & HEALTH DEPARTMENT APPROVAL
''I. DESCRI PTION OF WORK t1..ftKfl)f( I
Y BUILDING SIZE /,;( I )( L!(P I
;' /
- );1 )< 1ft,
SQUARE FOOTAGE
!)~d It
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.
~~DING
o ELECTRICAL
x
PERMITS REQUESTED
q /iJ;j" C; (; , 'VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE
o FLORIDA POWER
o W.R.E.C.
o PLUMBING
o MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
o GAS
o ROOFING
o SPECIALTY
o OTHER
TYPE OF CONSTRUCTION: 0 BLOCK
o FRAME
o STEEL
D OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAD YES
D NO
BUILDER ~ COMPANY
~ STATE CERT OR REGIST #
SIGNATURE // ~..e?~ ~ITY PROCESSING #
******************************************************************
ELECTRICIAN
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
******************************************************************
PLUMBER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
* * * * * * * * * * *,* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
MECHANICAL
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
OTHER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
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CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this permit may be subject to ~deed restrictions" which
may be more restrictive than City regulations. The undersigned assumes responsibility for
compliance wi~h 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(sl 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
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
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT".
~r;-I- d' ff!a~~ ,,'?Ao
S~ RE: 0 NER OR AG NT
STATE OF FLORIDA '--r:::::> C!..A-
COUNTY OF ::! U->c 0
The foregoing instrument wa,,~ acknpwledged
Before me this ) ~+h, day of l\JA\Jt'JIv( ~r, 19.3.....<6
by r'7ffif'<j€. ~CLSe..
(name of person acknowledgedl
Owho is personally known to me, or
SIGNATURE: CONTRACTOR
STATE OF FLORIDA
COUNTY OF
The foregoing ,instrument was
Before me this _day of
by
acknowledged
, 19-.:...
(name of person acknowledged)
[1ho is personally known to me, or
~ho has produced PL,-If;- ICf;;l ~r::; 5~ V,,!,
(type of identification)
an~ whoO did lil<fid not take an oath.
V (J'hn ~Q JY 1 C\~iJJv'lP Atv
Signature of person taking acknowledgement
o who has produced
(type of identification)
and who Odid DUd not take an oath
Signature of person taking acknowledgment
- - -
Name yped, printed or stamped CARRIE MO~MN typed, :printed or stamped
, Notary PublIC. State of FlOrIda
Myc, t ,~- , ..~, 2001 Mv CommIssion ExpIres AfX 23. :llD1
. Commission' CC~42 ComnlsSlon . CC6401C2
. ~~~
-~ -.r_
OWNER ' ?;GO($~ F A 0 ASE' . ,~Af
JOB LOCA'I:I0N ~ll'l1 L-IK€PtI<6F ,1H~; ?l?fHYI(H(i(~>, F~,
, .
PARCEL I,D~ .
. 'StylW ALL EXISTING " paOP081D STRUCTURIS-GIVING DIMENSIONS , SETBACKS.
/1/~ ~t? ~
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UTILITY BUILDINGS
HUST SHOW SIZE ,
FOUNDATION INFOR-
HATION.
l~xtJl
propll'!:/ul
CoveY'ea
Slde w4.l"-
K
-
. ..... -- .Q..,...... -
:/b'
30'
.
FRONT PROPIRTY LINK
t
.~- ,
(NOTE EXAMPLES 1 '2) STRlIT
1. SETBACKS FOR Rl, R2 ZONING
60'
2.
, 0
SITBACKS rOR 83 ZONING
60'
10'
p E
R X
0 I
10 " P S
0 T
S I
E N
D G
I
;0'.1
1 O'
. 10'
"
10' EXISTING' 10'
fROPOSiD
to
20,' SGL rAM 30'DUPLEX
T.,
1.,1'
10'
, 0'
20'
'. . t:RONT PROPERTY LINK
FRONT PROPERTy'LINS
fOB CA~PORTS QR LI~~ aTRUcTuRE~ PL~~~EoCQMP~ETI 'rUE FOL~OWI~G.
(1) DESCRIBE WHAT TYPE: : rRBI' STANDING OR~~CHID)(CIRCLI aNI).
(2) IF ATTACHED, HOW IS IT TO Bt FASTENED '1'0 STRUCTURE? ...Y'(.~'/.'/clcr'-'
, I /i) .".' to),"",(.' /, 1 /T)" ~ Vi1 '~:, f'.I<.(' <:'\
(;;;t...J . ~ -.-/,,;' , "" iT.; __ ..:::::::::;' - J 1... ........J
/ - ~l - .
(3 )
DESCRIBE POST SPACING' FASTENING (II TO CONCRETE, IN WHAT HANNER?) "
',..".", /l' '.!\r"" ~~A,.ht!:b ";;.:~a. ;",j~,f k, ,L. l. ,-' J!"" j;:1, ~ '-'1'- ?~/:L ;:::.;,p-,.. :."\);"'~, -.,
, " ,~L!.~' ~ :' , ,', .."..' " " ' {. /, " '--' c..", ? Ii f..;>';;'" .4">/
GIVE DIMENSIONS or CARPORT LENGTH, WIDTH, , HEIGHT: Jji.(f1~x'~~; "
(4 )
l ,.-", II
1_, 1
i .~
(5) GIVE AMOUNT ot OVERHANG FROH STRUC~RAL SUPPORT:
(6) COHPLY WITH REQUIRED SETBACKS AS GIVEN IN ABOVE REFERENCED PLOT
PLAN.
'"
~..; ~,
..,
" ,/';., '" 1
OWN E R " (--; /::.. c\ ,"'(;..,!,
1./ J /../ /1
JOB LOCATION I I I ,-
/L
(_' //') L
~ ".;:
.) (\"
.
Jj Kc : 7i~ ,/)//1//( N/ /~.,~ (-=1-,
.' I I
I.til-r,] ,
(iL:'--:;; /i ,L
PARCEL I,D. .
S~W ALL EXISTING. PROPOSIO STRUCTURES-GIVING DIMENSIONS' SETBACKS.
/'"
:) /,;",,'" yt/ (,." 4
//- // '7('/'
, '.
'01\~ I 660
, ~ _,_ [+ \ /' {)~Or~
~lSh ~3 . \\~ "/'
~\.~. ~()\) t; C A~~
~t- 0of' '/;' ?O ~
I
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UTILITY BUILDINGS
MUST SHOW SIZE ,
FOUNDATION INFOR-
HATION.
--'--
, '
1;< X '/1
prof'lY:Jt!d ('
Cpver-ed -b-' : _ Q..._ _
Side wll.l~ "'''' I
K """",,
30'
.
fRONT PROPBRTY LINS
I
::...--
(NOTE EXAMPLES 1 , 2)
STREET
1- SETBACKS FOR Rl, R2 ZONING
60'
10'
p , .
R X
0 I
10', P S 10'
0 T
S I
E N
D G
, '
2. SETBACKS rOR R3 ZONING
60'
10'
--~'==
10' EXIsTING" 10'
PROPOSi:D
.'
20,' SOL FAM 30'DUPL~X
T.
1.,'
20'
'. . t:RONT PROPERTY LINK
fRONT PROPERTY LINa
fOR C~~PQRtS O~ LI~I ~T~UCTU8~~ PL~~~ COMP~E1~ THE fO~~OWINGA
(1) DESCRIBE WHAT TYPE: ,fREE' STANDING OR'ATTACHID(CIRCLS ONI).
, , '
(2) IF ATTACHED, HOW IS IT TO BE FASTENED TO STRUCTURE?
-
(3) DESCRIBE POST SPACING' FASTENING (IF TO CONCRETE, iN Wl~T HANHSR?)
. '. /
( 4 )
GIVE DIMENSIONS or CARPORT LENGTH, WIDTH, , HSIGHT:
" '/ !)
" ,y......
,\
(5) GIVE AMOUNT OF OVERHANG FROH STRUCTURAL SUPPORT:
(6) COMPLY WITH REQUIRED SETBACKS AS GIVEN IN ABOVE REF~R~NC~D PLOT
PLAN.
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C~par+
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1YPICAL CARPORT - SIDE ELEVATION
6 POSTS
8'-6" o,c.
46'
-T
HOST ~ 8'
SlRUCTURE 1
r
T
7"-6"
1
12'
END ELEVA liON
lYPICAL CARPORT - SIDE ELEVATION
6 POSTS
8'-6" o,c.
46'
T
7'-6"
1
T
HOST 8'
smUCTURE 1
12'
END ELEVA liON
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DO NOT BLOCK
FIRE EXIT WINDOW
- WVARJES
OVERHANG VARIES
.. x FRONT WALL BEAM
SELECT 'L' FROM TABLE 2,\.1
AND I OR TABLE 2.1,2
USE 'L' : Wf2 . O,H,
.. x )' MINIMUM
SEE TABLE 2,2,' A."ID I OR
,ABLE 2,2,2
SINGLE WIDE ATTACHED CARPORT
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ROOF pA....ns SEE
SECTION 7 TABLES
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VARIES
SEE ROOF CONNECTION DETAILS
POST TO BEAM SELECT FROM
TABLE 2,)
POST SIZE A....D SPACING
SEE TABLE 2,2,1 A."ID I OR
TABLE 2,2,2
3-1f2' 2500 PS.I, CO"'CRETE SLAB
W1rri 6 x 6 Vl'ELDED W1RE MESH
OR FIBER MESH CONCRETE OVER
VAPOR BA.qRIER
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A....CHOR WITH HEADER CHA....NEL
WOOO FRAME SHED WITH 2 x ~
PRESSURE TREATED PINE PlAT!
A.'1CHORED TO CONCRETE WITH
1/4' CONCRETE FAST!NERS AT
~,,,,. O,C,
MID-SPA.'1 BEAM SELECT L FROM
TABLE 2,\.1 AND I OR TABLE 2,\2
FRONT WAlL BEAM SELECT L FROM
T A.'OLE 2,)
SHADiNG TYPE II
DENOTES INT, POST MAX. ROOF AREA
TABLE 2,1.1 A....D I OR TABLE 2.1,2
Sh.Io,!)ING TYPE I
DWOTES EXTERIOR POST ROOF AREA
SEE TABLE 2,2.1 A....D I OR TABLE 22,2
MINIMUM )' x )" x 0,000" THRU-
BOLTED TO HEADER POST A....CHeR
TO CONCRETE SEE DETAIL REQUIRED
POST TYPICAL
>0;--
I '
W -'I' i
,
DOUBLE Vv[1)[i ATTACHED CARPORT WITH Cf:NTF:R POST
W --7' W,J2-0,H, ;"-
ROOF pA....ns SEE
SECTION 7 TABLES
/ VARIES
----------
ROOF CONNECTION DETAilS
SEE SECTION 7 DETAilS
MID-SFA."/ BEAM SIMPLE SPA.'1
TABLE 21.1 A."/D I OR 2,',2
POST TO BEAM SELECT FROM
TABLE 2,)
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POST SIZE A....D SPACING
SEE TABLE 2,2,' AND I OR 2,22
3-'.'2" 2500 PS,I. CONCRETE SlAB
WITH 6 x 6 Vl'ELDED WIRE MESH
OR FISER MESH CONCRETE OVER
VAPOR BARRIER
;'
SECTION THROUGH SINGLE WIDE ATTACHED CARPORT
SECTION THROUGH DOUBLE WIDE ATTACHED CARPORT WITH CENTER POST
SEE CONNECiIO" DETAILS
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PA."/ OR COMPOSITE ROOF PA."EL
SECTION 7 Dei A1'LS
TOP PlAT! PRESSURE TREATED OR
IV1TH VAPOR BAJ~RIER AT ALUMI....UM ROOF
2" x ,. LUM9ER TOP PlAT! @ ROOF
.. x 2" ALUMINUM OR
2" x~. LUMBER.2 S,P,F (MIN,)
SHEATHING:
7/16" O,S,9, OR 1.12" PL'I'\'I'ooD W;TH
STUDS 24' ON CENTER OR STRUCT1JRAL
GRADE TI-lERMAl. PLY WITH STUDS AT
'.6" ON CENTER
2" x " PRESSURE TREATED PlAT! WITH
318. x 4-\.12" CO....CRETE A....CHORS AT
4'.0' ON CENTER
SEE SlAB DETAILS
UTILITY SHED WALL SECTION
SEE CONNECTION D:7A.ILS
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12" X PA."/ (SEE 'ABLE) USE W
TO SELECT PA.'i FOR REOUIRED SPA.'i
WI VA.'\IES
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FOR FRONi SEAM USE L.W1200VERHA....G
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A....CHOR WITH HEADER CHA.....NEL
FRONT WALL BEAM
SELECT L FROM TABLE 2,U
A....D I OR TABLE 2. \,2
MID SPA."4 BEAM
SELECT L FROM TABLE 2,U
A....D I OR TABLE 2,12
SELECT BEAM FROM TABLE 1
POST
SHADING TYPE II
SEE TABLE 2,2,1 A."D I OR
A....D I OR TABLE 2.22
SHADiNG TYPE 1
SEE TABLE 2,2.'
A....D I OR TABLE 2.2,2
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,<--- W -------/- W -----I' :
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r- Wf2 / W -,t' Wf200,H. ;"-
ATiACH SHED OR ROOM WALL TO
HOST STRUCTURE WI '14' X 3-11'"
TAPCO!'>S @ ',6' O,C. FOR I.'ASO....RY.
",60 CO""I.ION @ IS. OC, OR '10 X 3-1.12.
FOR WOOD, A....D '10 X 2,',.12" S,MS,
FOR" X 2" AlUMI....UM A....D ',0
X 3-,.12" S,M,S, FOR 2" X 2" ALUMINUM
DOUBLE WIDl: ATTACHt:D CARPORT WITHOUT CENTER POST
)' RECEMNG CI-V......NEL .......CHORS
Wlr" (3) EACH tS SHEET METAL
SCRElVS AT 12" 0.... CE"iER
1.'.10 SpA.... BEAM
SEE SPAN TABLE 2, U ""'ID I OR
TABLE 2,1,2
POST TO BEA.... SELECT FROM
TABLE 2,)
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RDOF PA.'IELS
SEE SECTION 7 TABLES
VARIES
~
POST SIZE ""'1D SPACI....G
SEE TABLE 2.2,1 A.'iDiOR .ABLE 222
3-, ,'2" 2500 PSI CONCRfiE SLAB
Wlr" 6 X 6 WELDED WIRE MESH
OR FiBER MESH CONCRETE OVER
VAPOR BARRIER
~~
SECTION THROUGH DOUBLE WIDE CARPORT WITHOUT CENTER POST
AlUMI....UM POST AND BEAM
SKEA THI....G:
71',6' O,S 9, OR 1,'2" PLYWOOD IV1TH
STUDS 2" ON CENTER OR STRUCTURAL
GRADE i'rlERIM!. PLY IV1TH STVDS AT
16" 0.... CENTER
2" X 4' PRESSURE TREATED PlATE IV1TH
1'&' X 4-'.12" CONCRETE A....CHORS AT
~,,,,. 0.... CENTER
SEE Sl..A5 DET AilS
NOTES: " A....CHOR P.......S TO HEADER CHA....NEL WITH ())"0 X 1.'2' SM S, WI WASHER.
2 ANCHOR PA....S TO ROOF 6EA.~S W1TH (3) '10 X "2' S,MS, WI WASHER.
3 ANCHOR COLUM'I TO C01'lCRETE FLOOR IV1TH (2) '''',)" CONCRETE ANCHORS,
4 ANCHOR COLUMN 10 BASE ?LATE WITH '.'14' SS, BOLT
5 ANCHOR SHEETING AS FOLLOI'>'$,
.... Pl '1'\'1'000 ~ COMMO.... @ 6" 0 C, EDGES .......0 12. OC IN FIELD
EI. STRUCTURAl. GRADE THERIM!. PLY PER iJ.A.'IUFACTURERS RECOMMENDATIO!'>S
OR l:E X 1.\14' DECK SCREWS @6'OC, EDGES .......0 12' O,C, FielD AS A Mi....iMUM
CARPORT WALL SECTION
THE DESIGNS A."ID SPA....S SHO\"N ON THESE DRAWINGS A.l;.E
BASED 0.... TI-lE LOAD REOUIREMENTS FOR n:E FOUCWING
CODES:
'1 ST....'1OAR.D BUILDI....G CODE 1sg7. CKAPTER 16
INCLUDING ssm '0-96
2) BOCA ""TIO"Al BUILDING CODE 1m
)) TEXAS DEPAR;1,lENT Of INSUR.A.'Ice W,NDSTORM
RESIST...."IT CONSTRVCTIQN 1m
W1NO LOAD TO SNOW LOAD CONVERSION TABLE:
50 Y1't S>IOW LCAJl Df.SIG'" SNOw Lc,..o W\"'O Lc.o..:lI IlVllD<!<C ""'"
S-25,ISO,FT. )-,S.ISOFT, 95M?H/OPEN
26-30' I SO, FT, 6',70. I sa, FT, 100 MPH I OPEN
31,)5./sa,FT, 6',70'ISQ,FT, '20 MPH/OPEN
36-OO./SO,FT, 6',70.ISO,FT, "0 M?H I ENCLOSED
61,10..' sa, FT, 6',10.1 So, FT, 120 MPH I ENCLOSED
SELE~ ~~ ~"'.rr..L.l. ~(\.teE.FU FR"OtJ A.P'P'R~.....n M""~lo,..o~~S
TEXAS CONVERSION TABLE:
W,NO ZONE
SE.A\\A.qD OF ICW. .
INLA.'1D OF I C W, .
INTERCOASTAL WATERWAY
JOB NAME:
ADDRESS:
DRAWING FtlR ONE PERMIT ONLY
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NOiC: FOR 6~1,\ S?"''-I LENGTrl 'A' FOil. TABLE 2," "''-10
TABLE 2,\,2 EQUALS TrlE LAHGEil. OF: A = W Oil. A = WI2.0,H.
S~I,\ IF REQUI'lED
FO"l. ~EE BRACiNG
Ii
I
I,
~ -'1'1 FOR SEAJ..i SIZE
Ii
:,
I
ii
DOUBLE CARPORT
\'12
II
"
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4"
i!
II
!,
'I
. SLOPE
',12
12
AI
K....EE BRACE ~ :1
W 'OR BEAM "'" l
. MINIMUM SLO"E SHAlL SE ',r;: PEil. \2' EXCEPT FOR 0,026" P"''>S
FOR WHICH TrlE SLOPE SKALL BE 31" PEil. 12" FOR SP"'...S
EXCEEDING 12''''' 0"< MANUFACTURERS RECOMMENDED SLOPE
~
~
,~
~ I
IV
L
~ ,
II
MONO-Sl.OPED ROOF II
OVERHANG VARIES II
SI-'ADING DENOTES foI.AXJMUM ROOF
AREA FOR COLUMNS A.'-ID FOOTiNG
SINGLE CARPORT
, SLOPE
12
iV
il
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:1
'I
11
W FOil. SEAM SIZE
SEE TABLE \
AFTEil. COMPl)TI,....G 'A'
lA.'lGEST VALUE
NOiE: KNEE BRACES ARE REQUIil.ED IF POSTS
ARE NOT SET IN CONCRETE FOOTING
POST SiZE "'...0 S?AC1NG PER TABLE 2,'"
A.'-ID I OR TABLE 2,1,2
END VIEW DOUBLE CARPORT (GABLED)
END VIEW SINGLE CARPORT
r 12" ALUMINUM P"'...EI. ROOF 12
SEE TABLE 2 ,5 112 ____
...=J
e:- " il I:
:i ~ J" , !i I' II
" ;1 " ;i
;1 RECEIVING CHA"'NEl RECEIViNG CH"'...NEI. ~ :1 :1 :1 :!
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:1 I it SEE TABI.E 2,5 SEE TABI.E 2,5 I' " :1
,I I!
I .; :1 ,
:1 il II
:' ,I I' 1:
" I RECEIVING CHA...NEI. RECEIViNG CHA"'NEL -",:
" ,---~-- I' ,I
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-
ALUMINUM UTILITY SHED WALL
WITH DOOR (ELEVATION)
ALUMINUM UTiLITY SHED WALL
(ELEVATION)
'2
112=-
C::::,~
~I "-
II
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!I
11---
'c
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\;
.. . .:
tI'- Wi4 -,0'
WI2
WI4 --;'
W12 = LOAD WiDTrl FOR RIDGE BEAM SP"'...
RIDGE CAP
I'
L"l
I
i
II
\ :
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: I
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Ii 3.13.
i:[
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--"
GABLE CARPORT FRONT ELEVATION
"
L'2
~ RIDGE SEAM
>'-
LOAD WIDTH FOR CENTEil. SEAM
PER TABLE 2,1.\ "''iD I OR TASlE 2.1.2 ---
IV ' II
,\
;1 i I
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I il
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'-
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II ,
,
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RIDGE SEAM SEe TABLE 2, \.1 1.....D I OR
TABLE 2,1.2
PA."i OR COMPOSITE PA."iEL ROOF
NOTCH POST TO RECEIVE BEAM
WiTrl (2) 3-1r;: xl". THRU-ClOL T
WiTH LOCK NUT TO? A....D BonOM
SEAM PER TABLE 2,'" A.'10 I OR T ASLE 2.' ,2
POST PER TABLE 2.2,1 A....D I OR T ASLE 2.2,2
,
.'lore:
K....EE SRACES REQUIRED IF POSTS ARE
NOT SET INTO CONCil.ETE FOUNDATION
~i
GABLE CARPORT SIDE ELEVATION
P"'... ROOF SEE TABLE 2,5
13
rq-
I 0 \
I 1
I I
\
L
/1.8 x \.12. SHE ET METAL seREVI'
INTO EACH RISER AT P"''iEI. ENDS
TOP "'....D BonOM PA....
..::J
sonoIA CKA.'iNEL A.'1CHORED TO SLAB
WiTH ''''0 I I' EMSEDMENT EX?"''\SION
SOl TS AT 2" ON CENiER OR CONCRE<E
SCRE\VS
RECEIVING CHA"'NEL
P"'... TO WALL C CHA...NEI.
(3) /:'8 x 112' PER PA....
P"'... WAlL
2' x 2' I 00<<' BRACE FOR
MORE P"'... HEIGHT REFER
TO TABLE 2,5
1/,'0. "",' EI.ISEDI.IENT
EX?"''\SION SOl TS OR EOUAl
DRIVE PINS AT 2" ON CENTER
12" RISEil. P"'...EL SEE TABLE 2 ,5
I
~
3-\12' CONCRETE SLAB
AnACH PANELS TO CHA"'NEL WITH
(2) /:'8 I lr;: SHEET MET Al. SCREWS
EACH P"'...EL AT EACH END
SECTION THROUGH UTILllY SHED
PAN WALL CONNECTION
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BEAMl\iEADER
AL TERNA TE CONNECTION DE1 All
Z' . Z' . 0,063" ANGLE CONNECT
UPRIGH1 @ BEAMl\iE.ADER AND
CKAJR RAIL
"'
~ ROOF PANEL SEE SECTION 7
~
I
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~o
. -1uL--;-
~ ::: - - ~~
~' T- . J1i
1.11'1, 3-\f2" SlAB 2500 PSI CONC, :.;!...:'
€~'O.IO W.w,M, OR FIBER MESH .
VAPOR BARRIER UNDER CONCRETE
BEAM SPAN
W FOR BEAM SIZE
SEE TABLE 2, \ ,I ANDIORTABLE 212
AFTER COMPVllNG 'A'LARGEST VAlUE
POST SIZE PER
TABLE 2 ,2, \ ANDIOR
TABLE 2 , 2 , 2
(2) .10. I' SHEET METAL SCRE"'",
INTO SCREW SLOTS
ANCHOR 1'.2' PtJ\TE TO CONCRETE
WITH ',/4'.2,\12' CONCRETE
ANCHORS Wi1111N 6' OF EACH SIDE
OF EACH POST AND 24' O,C, MAX.
SIDE VIEW SINGLE OR DOUBLE BAY CARPORT
IQ-IEE BRACE NOT REQUIRED FOR
ATiACHED STRUCruRES
KNEE BRACE REQUIRED IF POST NOT
SET IN CONCRETE FOOTING
r r r
PA.'1 OR COMPOSITE PA....EL ROOF
I". Z' EXTRUSION
I
~
I
HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL
\-\Ill" 1,11'1, IN CONCRETE
itt
111
CENTER OF
BRACE CONNECTION FOR '1
START OR END OF SEAM SPA.'1 I
r- K.NEE B E
LENGTI;
H.{:HA.NNEL K."IEE Bi<ACE 2' . 3' . 0,050' KNEE
BRACE WI-rn (3) .'0. ',f2" EACH SIDE OF BENoI
U.{:HANNEL ON SIDE Wi111 (3) #10. \12' AND I
'<1'<:10 BRACE :vro POST ,\I';C (3) .,0 ~ ~!2" EACH .:..J, J..
'SiC~ nF~<;;AACE \'(lTI; :.DRHOS1tJi'J
RESISTM: WI-.SHER HEADED SCREWS
BEAM PERPENDICULAR TO ROOF SEA"" PARALLEL TO ROOF
KNEE BRACE TO POST DETAIL
ANCHOR PER DETAIL FOR PAN
OR COMPOSITE PA."-IEL
SEE TABLE 2,3 FOR NUMBER OF
BOl TS A.'10 SIZE OF POST
BEAM A.'10 POST SIZES SEE
TABLE 2 , I , 1, TABLE 2 , I , 2 A."-ID I
OR TABLE 2,2,1. TABLE 2,2,2
COLUMN NOTCHED TO SUIT
(4) "0 .1f2" S,!.\,S, EACH SIDE
OF POST
SIDE NOTCH POST TO BEAM CONNECTION
Z' . Z' OR Z' x 3' OR Z' 5MB POST
, ~',--L-~
" / I
~ r~ -+
I I ,
. --'---1
~----
A."-ICHOR l' X 2" PtJ\TE TO CONCRETE I I
WITH If(". 2,112" CONC'\ETE .i....Jlr...L-
A.'-ICHORS WITI;IN 6" OF EACH SIDE r /
01' EACH POST AT 24' O,C, MAX, ~
OR TI;ROUGH A.'1GlE AT 24' DC, WAX. n (1
~ 9f1
, --=.-Jl i~ r:-
~: f! I,:~
MI~, 3-1f2" SlAB 2500 PSI CONC, \ ,j , '.: :' i. ;
€~',OxlO W.w,M, OR FIBER MESH '~
VAPOR BARRIER U~DER CO~CRETE
HEADER BCAM
"'
uJ
2 ROOF PA....EL SEE SECTIO~ 7
~
H-SA.'l OR GU SSET P1..A TE
Z' x Z' X \/',6' A.'-IGLE EACH SIDE
ATiACH TO POST A....D CONCRETe
AT lOAD B.:ARiNG '''''ALL 1'>'1TI;
(2) .'0. 1f2" S,MS, EACH SIDE
I' X Z' ~USION
r
S:LECT FASTENERS FROM
TASlEI,6
PLATE TO BE SA....i: -rnICK....ESS
I-.S BEA~ WE:>
PLATE CA.'1:>!: INSI!)E OR
OUTSIDE SEAM OR lAP CUT
r-- ~-50' ...,<- G-,50" ....,< I' "'AX.
, , ' , "
~;l' 'l' ' , : (,L ·
IW~- - - __ - ,_~ I
, . . '''',', 1_,
DENOTES SCREN PAT7F.R.... l' WAX.
NOT NUM3ER OF SCRE',",-S
SPLICE TO BE LOCATED 1/4 TO ',13
SEAM SpA.... A."-ID STAGGERED EACH
SIDE OF SE~F MATING SEAM
:.~
'.',18' MiN, IN CONCR...~
IL-
! , I
-L-.I~
d = HEIGKT OF SEAM
SEAM S?'LICE SKALL SE MINIMUM
d ,$0' HEIGHT
2 X (d . ,5O")LENGTI;
SELECT FASTE"-IER SiZE, NUMSER
A....D SPACING FROM TABLE 1 ,6
SELF-MATING POST TO BASE AND SELF-MATING POST TO
BEAM DETAIL
CENTER NOTCH POST TO BEAM CONNECTION
TYPICAL BEAI,,-I SPLICE DETAIL
A.'-IGLE OR RECEIVING CHANNEl
1@
j@
1 ,',f2" X 1,1f2" X OOSO" A.'1GLE i ~
EACH SIDE OF CONNECTING ~_ ~
BEAM WI1l1 SCRE'NS AS SI,OWN ..,l ~
~
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!oIOTE: CROSS BEAM ATTACHED A. COLUMN A.'1D BEAM
L
PRiMARY BEA.M
SEETABLE2,\,1 ~
A."IDIOR TABLE 2 ,1,2
PRIIo'ARY BEA!~
SEE TABLE 2, , ,1
AND/OR TABLE 2, 1,2
@
@
@
CARRIER BEAM
SEETABLE2,1,3
MINIMUhA I'S S,MS, x )14' lONG NUMBER
REOUIRED EOUAl TO BEAMDEP-rn IN INCHES
EXTRUSIO~S WI-rn INTER.""l SCREW BOSSES
WAY BE COsNECTED WITH (2) .'0 x 1.\'2'
I ~'7t R. '\All Y
BEAM PER DESIGN TASlE
NOn: :
MINIMUhA I'S S,M,S x 3.'4' LOSG
NUMBER REQUIRED EQUAl TO BEAM DEPTH
NOTE: EXTRUSIONS \'>'I-rn INTERNAl SCRE'N BOSSES
MAY BE CONNECTED WITH (2) .'0 X 1,\'2'
INTE R.'\All Y
CARRIER BEAM TO BEAM CONNECTION
CARRIER BEAM TO WALL CONNECTION
CROSS BEAM AT COLUMN AND AT BEAM
BEAM TO WALL CONNECTION
(2) 2' X 2' X 0050' EXTtRNAlLY MOUNTED A....GLES ATiACHED TO WOOD WAlL \'>'1111 MINIMUM
(2) YS'. Z' LAG SCREwS PER SIDE OR (2) li4'. 2,\/4' A.'1CHORS TO CONCRETE OR MASONRY
WAlL ADO (I j A.'1CHOR PER SIDE FOR EACH INCH OF BEAM DEP111I.ARGER THAN 3"
(AL TERSATE)
(1) 1,,3.4' . ,.3"'- X ,,314' X 118" INTERNAL U.{:UP ArT ACHED TO WOOD WAlL 1'11111 10'.1'1, (3) 3;8" . Z'
tJ\G SCREWS PER SIDE OR (3) \/4' X 2,1i4' A."CHORS TO CONCRETE OR MASONRY WAlL ADO
(I) A.'1CHOR PER SIDE FOR EACH INCH OF CA'ITllEVERED BEAM DEPTI; LARGER THA.'13'
A.'-ICHOR PER DErAIL FOR PA.'1 OR.
COMPOSITE PA.'1EL
SEE TABLE 2,3 FOR NUMSER OF
BOl is A.'1D SIZE OF POST
BEAM A.'1D POST SIZES SEE
TASlE 2,1,1, TABLE 2,1,2 A."ID I
OR TABLE 2 , 2 , 1, T ASlE 2 ' 2 ' 2
COlUM,"-I NOTCHED TO SUIT
1'.2118' X 001.4' CKA....NEl
wi 1:8 X YS' wi HEAD S,M,S,
@ I ',f2" O,C, w.x. so-rn SIDES
(2) 1:8 X If2" w/ HEAD S,MS,
PARALlEl @ 1f2" DC w.x.
THROUGHI'x2118'CHA"-I~EL
INTO BEAI"l
~
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CAD, ST, BOLTS TI;ROUGH
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7
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-0-
~
. /Y1.
~
U.{;HANNEL
POST IN CONCRETE 114 BAR 12" LONG
OPTIONAl. CONCRETE eN' BLOCK
OR BRICK
~
I
~
POURED CDNCRETE REFER TO TABLE 4
INTERNAL OR EXTERNAL RECEIVING CHANNEL
ISOLATED FOOTING
J~VL
"H 6. 'ffi~
In
~ <'
--.----'"---.,
2" x 2" x 0,063' ANGLES
~.~W~
....... ,['
3' x 3" POST TURN BOLTED
TO ANCHOR RISER
2-31." x 2-314' x 2-112" LONG
lla'TUBING
WELDED CDNNECTION
FASTEN PER TABLE 6
12" x 12" x 1/4' PLATE
3-112" CONCRETE S1.A8
INTERNAL OR EXTERNAL ANGLE CLIPS
BASE ANCHOR CONNECTOR
FOR POST TO SLAB CONNECTION
~
~~--
00' ~
~
W
AlUMINUM TUBE COLUMN
EXTRUDED AlUMINUM BASE OR
BREAK FORMED ~L1P
CORROSION RESISTIVE STEEL
THRU BOLT PER SCHEDULE
CONCRETE S1.A8 OR FOOTING
CONCRETE ANCHORS PER SCHEDULE
TUBE COLUMN BASE SCHEMATIC
INTERNAL BASE
(Il tI4 BAR AT CORNERS AND 10'4'
ON CENTER FILL CELLS A.'1D K.'1OCK OUT
BLOCK TOP CDURSE WlTH 3000 PSI
PEA ROCK CDNCRETE
N
n
RIB80!'I FoollNG OR MONOLmHC
IF MONOLITHIC SLAJ!IS USED SEE NOTES
OF DETAILS BelOW
~
ANCl10R AlUMINUM FRAME TO WAlL
OR SLAJ! WITH 114" X 2,112" MASONRY
A.'lCHOR W1T1'l\N e' OF POST A.'1D 24'
ON CENTER MAXIMUM
(1l tI4 BAR CDNTINUOUS
8" x 8" x 16' BLOCK WAlL (MAX. 32")
(1) #Sl2l BAR OR (2) 114l2l BARS
MiN, 2'112' COVER
KNEE WALL FOOTING FOR SCREENED ENCLOSURES
~
r1~
~~---
2 0.3 .
['i' ~ . ~
~,:
I } I
3 n ~
~ '.~ :~ ~
U.-:.3
~
'" g'i s
" "
~ ~ '.,~ ~
\, ~
~_:: ~
---1'1 't' : TH!CKNESS OR REOUIRED POST
, , II) '7 TOP OF GRADE
I
Ii 3' . 3' POST PER TABLE
. 80 Ib, 2500 psi CONCRETE PRE,MlX
..
'" 1 )-1
, , 3/8" . 3- I /2" BOL T
_!1..
~-iT (2) 2" . 2" x '\' A.'1GLE OR (I) U-CKANNEL . '\'
[I <l f ,:[
. " "' 3" . 3' BASE
" . .
, '6- , >
~
~
ro
n
'..
RAISED PATIO FOOTING
NOTE: ATTACHME!><T DETAILS SHOWN REQUIRE DIAGONAL.
BRACING FOR FREE-STANDING COVER
PORCH POST CONNECTION
ALUMINUM CONVENTIONAL CONSTRUCTION
2''{)' MIN,
BEFORE SLOPE
,..J
.;
~-
---.--
- - - -, -,-
----,--
1
--- -,- -
---------
== = := -= =,,':,:= r::::::,'
>"- 8" -;
TYPE I
FLAT SLOPE I NO FOOTING
0- 2" 112"
3- I 12"
---
/'
/.
,
~
TYPE I I
MODERATE SLOPE FOOTING
2"112".1'.10"
TYPE I I I
STEEP SLOPE FOOTING
> 1"'0'
NOTES: I, NO FOOTING REQUIRED EXCEP1 WHEN ADDRESSING EROSION EXCEPT FOR EXISTING
StAB WllliOVT REINFORCEMENT, THEN TRIBUTARY ROOF AREA LIMITED 8Y TABLE 2,4
2. MONOUll'lIC SLABS OR FOOTINGS SHALL BE MIN, 2.500 PSI CONCRETE WITH SxS-'~10
WELDED WlRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH,
3, IF LOCAl BUILDING COOES REOUlRES A MiNIMUM FOOTING USE lYPE II FOOTING OR
FOOTING SECTION REQUIRED BY LOCAl CODE, LOCAL CODE GOVERNS,
SLAB DETAILS ADDRESSING EROSION
PAD FOOTING
o . _~
~=
L:J--,-
..", 8" ,;'-
AlUMINUM STRUCTURE FOOTING
2500 PSI CONCRETE WITH (Il #S BAR CONT,
MINIMUM 2-112" OFF GROUND
RIBBON FOOTING lYPE I
o .
I: "... ":;.,'I=~
AlUMINUM STRUCTURE FOOTING
2500 PSI CONCRETE WITH (3) #3 BAR CONT,
MiNIMUM 2-112" OFF GROUND
f'- 12' -.;
RIBBON FOOTING lYPE II
AlUMINUM ATTACHMENT
3-1/2" CONCRETE S1.A8 6.6 - 10.10 WELDED
WIRE MESh.'tl. FIBER !AF.:>H CDNCRE:,"
VISQUENE VAPOR BARRIER UNDER SLAJ!S
HAViNG STRUCTURES ABOVE
WELL COMPACTED CLEAN FILL OYER SACRJFICED
NATURAL SOIL 90% RELATIVE DENSITY
CONCRETE FILLED BLOCK STEM WAlL
8' . 8' . 16' C,M,U,
.,
.-J
<l::
en ::)
OZ
w<l::
I ~
'./)Z
06(.9
enU5~
o::W~
WOI-
> en ll.J
OWO
UO::N
o ::)
f=I-Z
<l::UO
Q..::)f=
.O::U
enl-UJ
I- en en
o::~
0::)
Q.. z
0:: _
<l::~
U::)
.-J
<l::
a' x 12" CONCRETE FOOTING WITH ll) #S CDNT1NUOUS
LOCATE ON UNDISTURBED NATURAL SOIL
(I) #S VERTICAL BAR AT CORNERS A.'1D IO'.{)" OC,
GAl V, MEl' Al STRAP (' 4 G.A. x I')
a". 8' x 16" CONCRETE BLOCK
8'.24'.24' PO'JRED CONCRETE PAD
(2) #S BARS (18" LONG) EACH WAY
CONCRf:TE PO'JRED CELLS WITH #S BAR
(SA!<RETE READY MIX wi GRAVEL)
....
'~
W ~_
, oJ N
Q.. ::l -
Vl'"
~ n
~8Lt;!
Q.) .... " ....
C~~~:il
c~\:....~
35gC3i~
W:I:~~
,>>-UJX
W~65e
Q.)~~~~
"U,JQWU.
,-"wn..J
c~"W
Q.) i3 ~ >-
L-~C:
::> Ll.I ,
;>oJO
ro ~ 0.:
-.JU
4
OF
7
Table 2,1,1:
WInd LOne.
'App ,.a Lo.a .
LO' a .....'a'"
>
.
,
,
.
'IT
,.
LO' a mal1l
~'
.
I
.
.
'v
"
,.
LO' a ma",
.
.
I
,
)0'
~ 1
LOiO ~lOtn
I
I
I
I
I
.
.
'v
n
1,{
LO' a mam
.
.
I
.
.
1V
I
12'
Allowable Roof Beam Spans for Carports, Patio Co~e~,
Screen Rooms, and other Open Buildings with Solid Roofs
Aluminum Alloy ~ T -'
I '01 M'n T1W1;WH ] 1<V M" I '", M' ''''' Mrn
.. ' ,q, n, I lUll' ~q, rL Ie,. 1 .q, 'L .~ , ,~, r. JQI ,q, rL
TTrlll,a:.,r Hollow III
. '. ".;;
0" . 'J
0..., I-I
'. I,
I"; 0'<>
0'" 1:-4'
0,1 C-,
o~ .' V
. .. . a,v>v rIOlIOW
" lV-J
IV'" .~
" 0-<0
0" I o:T
..... 00
,1U r.:;r
,-<:> 0'
1-, 0-1
I
j
I
. .. . V,U~ ow III
"..... j 1-=3" '....-0
," I W-4' ",'
1U-4 I '$-, ! ""II
.-0 -0" ,'B''''-
-V -" J'~ I /.IT,,;
i ---g-:o' - r-';"'- -r--r""
: ::..; i ,': I 1,1
! 1 ", I "J I C, IV
j mT~o~ hOllOw
I ~" I '..(l I " ,'V
I :-" I ' ,,' I 'v'.
I ,,-I II", -0 I :::I- ,
I lV"V ~ I .
'V'O , '" '. I .' v
-" I 0,,, I 0-4
:1'~ I e"'O I 1" I
0' 'v I 0 '. I r."
. x. x V,V~ X v,Hllr .en M.ung "",.m
1..., T ,;;:4 .,,-<:>
.J'O I .'. I 14
;,.~ I -.,) I ",,"'0
'. 1;T" I .' 'v
1.....'1,., ';f.ir I :::l",J
''''0 .'. I O"V
.'. .OJ I 0'"
g'"" 6',T I 6',,'
. "
,."
0-0
0'0
, ,
,."
, "
.,1
. ,.
.'
I"
, ,,-
15,.
0"
0'"
,"
0-0
0'0
.'
,-4
, ,
0"
.'.
0-0
a
0, .
" 'v
I
I
L.
I
I
I
.-v
~"""
" V
I .~
1-<)
0-0
0"
.' "
0"
'''0
0-0
T.r
0<:>
o-v
,...
.~
'-v
."U
. '
I
0'
'.
O"U
0"
o-v
."
;<:>
rJ
1 ..,
h... -"
. "
I
I
I
I
.'.
1.'1.1
0'
0'.
"
0'"
~~
"
I
I
I
I
I
I
I
I
'v-<)
.'.
0-<:>
I
I
I
I
I
I
"J
. '.
0'0
1-<:>
0,.
0-0
IV-'
....
0' ,
O~
( .jV
'-0
I,
I
6','0"
/-11
E.tampl.:
For T X I.- .. 0 03S"' X 0 100"' Sel~.~a:ln9 8eam oean"l span be~wee'" 1.1P:1gha use load' Wldlh 10 enter ta~e
For ~ 2' r::i:001 Panel. '1 Cvemdng. Lead v."c...., = LW = , 1'12 . 2. 0 H = a" Emer taoie on :ef'l at S' iead
a/lO'oNao:e s:.an under 'eQUfrec 1::.1ad, ":"'huS for' 00 M ;> H wIne loaoJlJve load or ~ i #fSQ Fl and load WIdth = S',
0"
Max,mum Seam Span fuf <.4'.0038".0 IX" = I 11',5" I
Spans 00 not Include lef\gll"'\ 01 kf\ee t;>race .'.dd honzontaj length 01 k.r,ee t>race to a:>Cve spans for lo:al bea
s~ans
I'
I"
Table 2,1,2:
Wind Zone.
Applied lOld'
lOld Width
8
f
10'
11
'2'
13
'4'
16'
lOld Widtl\
8'
9'
10'
'1'
12'
13'
14'
16'
lO'd Width
IFr
F '2'
I 13'
'4'
1.
lo.d Widtl\
8
9'
10-
11'
12'
13'
14'
16'
lo'd Width
8'
9
,0-
11'
12'
13'
14'
16'
I
l
I
I
Allowable Roof Beam Spans for Carports, Patio Cove~,
Screen Rooms, and otl1er Open Buildings with Solid Roofs
Alvminum Alloy &OU T-'
I
I
I
I
I
'02 MPH I 110 MPH T 120 MPH
17' I Sq, Fl f 20# I Sq, Ft I 20# I Sq, Fl
2".6- x 0,0>0" x 0, '20- Self Mlbng Bum
'0"'" '"" 14'"
15'", '4,g- 13',9'
15',< 'J'"," 'J-<l'
14'-5' 'J4 '2'-5'
13",'0" '2,g- "","
13'03- '2,J' ''',5'
,2',,0" I ""0- I ',..0-
, ,.",- I ".0' l 10"-4-
2". r x 0,055".0,'20" S.lf M.ting Bum
19'4" I I {'"O' I 10'-8-
Hl'.J- I 16"'0" I 15-8-
'T "'.. ',_ " 1 I ,4,',,'
',6'.0- 1,,3" \ '4',2"
I
125 MPH I 140 MPH
26# I Sq, Fl I 32' I Sq, Ft
'...'.,'.
13'-8'
1,(,"
12'"
"""
11,<
10,9"
'0-4-
0-8"
I
I
\
I
I
I
I
14Y
14.;;
1J4'
, 12',9"
'2',3"
,"', '0'
"".
i...'-1;
I
I
I
I
I
I
I
I
'24 '
,,..,,'
".;;
1V<:>
'0',,'
9'-8-
9' 4-
~',\f'
~ S". ~ 0'"
~ 4 . (
I
I
I
I
I
i
I
2'- 1" I
la'.1~ "'-To,
, (.,,~
:
14','"
'......4..
'i."1
'2'.0"
".(j"
" "
'0'-8-
9'," ,
,,',2" 14-.q 1.,'
14'-8" 13'.0" I 12,,"
'3'-8" '2',,' ",9"
2" x 8-.0,072" x 0,224" Self M.ting Bum
:4',1('" 22',1'" 1 21''''''
~ ------u:" <1" - I ~lr,2'
I 22',1' I 20'.0" I ,>',,.'
2,.,2" I 19-6" I "~.J-
I 2(J ", 16-8' i IT 5'
19'~" I IT,,,, I 1~':9'
',8',9" I I ,'-4" I 16',2"
\ ", I 10'. ! 1~,1'
I 2" x 9" x 0,072-.0,22'" Self M.ting Bum
2/,2- ., ,I 1 ,,04'
25-8" 20-8" I 2HJ
,4'''''' 22'S I "0',,,"
23",2" ", '" I 19',',
2...[ I 2"'0'-6' I '9',,'
2'4" I ,9c-8' I 18'....
2'J,,' I ',8',', 'I li-8"
',..03' I 17',9" I 16'-6"
2- x 9".0,082". O,3~- Self Mlting Bum
,,9'-8- I .(4" I 2~.(j"
2,,"" , 25,9" I 24'"
26'.0' ,4-6" I ,",,'0"
25'-4" 23'4- I 2 I,.
.4'.J- 22'4" I ,,(J,1(7'
23'.J- 21,S" I 20'.c"
2.,~.. 20'-8' I 19.J'
20',"" '9'4- I '8'.()"
I
I
I
I
I
I
I
I
I
ii.Z'
:;';,
'r
',5,2'
',4,3"
I
I
I
I
I
i
I
'" ,,,
20',9"
19'-8"
',.',\{'
, (.,,~
,,'.3"'
',0,,'
15" '
'8,'"
I
:~'rl
:::rJ
,;:~: I
'3'-8"
'z',,,
,"','u
18'-8"
1(.9..
"0 ,,,
'6,.
b'.,
'4,1'
14.0'
,,1,{"
N,,'
\9'4
',6'S
,r.(l"
'0'," ,
16'4"
'5',3-
Notes:
Al)Ove spans 00 r"lot Include length 01 k.nee brace AOd hOflzontal length 01 k.nee t>~ace to abC...e spans for total
beam scans
I
I
I
I
I
I
I
I
2:3".""
22',{
.:"o~'
2'JS
',",I
'.,'0'
18',Z"
16',1'"
J
Table 2,1,3: Allowable Spans For CARRIER Beams in a Solid Roof, OPEN Structures
(102 MPH Wind Zone, Applied Load' 17 Ibst oq,l\.l Aluminum Alloy 60U T-'
Single S.,P""ting Bums
2" I .- X 0,0;&" I 0,100"
2" . 6- . 0,0>0" . 0,120"
2" . r I O,O~5- x 0, ,20-
2".8" x 0,072" X 0,224"
2" I '" 10,012" . 0,21."
2" x 9" x 0,082" x O,3~"
Double S.lf-Mlting Bums
2" . 8- x 0,072" x 0,214-
2" x ,- x 0,012" x 0,224-
2" x 9" x 0,062" x O,3~-
Tnbul'ry lOld Widlll
8'-0- I 10'-0- I 12''()" I 14'.()" 1 1&''()" I \8'.l)" I 20'-0- I U-O-
Allowlble Sp.n "t"
T,'" T4"
"',5- 1(J,.
'3',,- 12'4'
'6',. '5'.'0" 15'.0-
,8'.... ,T4' 16',5- 15'-8"
2'J," '8','" 'T,'" 17,,'
Tribul'ry lOld Width
12'-0- I 14'.()" I 16'-0- I 18'-0- 20''()- I 2Z'()" :l4'.()" I 26'.()" I "'-0-
Allowable Sp.n "L-
21.J' I 2'J .J'
2:J'.J" I 2Z,2"
25'4- I 24',<
6'.()"
'2'-8"
'8'-8"
2,....-
2T,5"
29',11"
J2',.
'(J,"-
9',9"
14'.0-
16',r
2",J"
23',3"
25'..."
8',".
8',3-
'2',3'
'J'",-
17,"-
'9'-8"
21,5-
22',5'
24'-6"
26',9"
6',,,'
'(J,J"
'''-8''
19',5'
2",<
2J,.
24'.()" I 26'-0- I 28'-0-
6',r
9',9"
'1',<
6'4- 6',,- I 5'.'0"
9'4- 8',"- I 8'-8"
'0'-8" '(J,3- I g',11'
lJ',g- 13",< I 12'-8"
'4'.'1" '4',5- I ':3',"-
16'4- 15,9" 1 '5',<
16',.
'8' .0-
23',.
25',,,,
28'4'
'~'.r
15',,'
19'05"
:<1',<
23',<
~4'-4"
30' -0- I 32'-0-
',6'-8"
20'4"
22',3"
17,""
IT...- I 16',g-
I 18',"- I 1!l''''-
I 20'-8" I 2(J,'"
,O'.()-
3(J.o-
32',10"
3S"o,r;r
2T,5' I 25," T 23',g-
2g',,," I 2T,9" I 25',"-
32' ,g- I 30'4' I 28'4'
'9'-8"
2"05"
Double Sell Mating Beam
2.4 Self ti.ting Be.m
.dded 10 Top/Bottom
(perpendicular to wtb~
2" x '" x 0,072" x 0,224"
2" x 9" x 0,072" X 0,224"
f--- __
,2" x 9" x O,C~2" x C,3~"
NOles
AbOve spar..s 00 not Include len~l~ of knee brace Add honz:orr.allenglh of k.ne"! brace to abOve spans fot lotaj t;)eam spans
Wind Zone Conversion: Table is constrvctt'd fof' 102 mph -Mod lone, open structure (l1lbs/sqft), to convert tiDu(ar vi/ve to hightf' (more
severe) wind zones, muttiply by the facton. in ttle follo'Hing Conversion Table:
10'.0-
12''()- I 14'.()" I '6'-0- I 18'-0-
04'-6-
J;,5-
4(/7
j 1-6" I 29',Z" I 2T 4- I 25,g-
I 041 ! J1',/ I N,T' ! 2T,'"
I :,e'-8" : 33',11' I j,., I 29,','
Tnbu\ary lOld Widtl\
20''()- I 22''()-
Allowlble Spin "l-
I 2n- I 2:J'.J-
26'S I 25'.J" I
28',';- I 1.7',,- I
I
~.
~
~IO~
Zone
10l
:l4'.()" I 26'.()" T "'-0- T 30'-0- I 32''()"
2Z,J" I 2n" I 2C-8" I 19',"- I 19''''-
24'1 I 131 I 2Z "'- ! 21,T I 2'J,'"
25,'" I 24','" i 23,"- -j 23',7 , 22'sl
APP:'e~ ! <-<ln ver.,. on 1
lo.d F.etor
1 lW
~~
~: : ~:1
...J
-<
C/) ::J
o Z
w-<
J: ;?,
C/) Z
~(j
C/)rJ)
cr: w
w 0
> rJ)
Ow
Ocr:
O::J
~ t3
a.::J
. cr:
rJ) r-
f-C/)
cr: ~
O::J
&Z
-<~
O::J
...J
-<
C/)
W
...J
CO
;::
N
Z
o
i=
o
w
rJ)
f-
'<:
W~
. ..,J ~
D... ~ ~
....;' ~ cr .
~ C,J ~ I"-
Q)f-<....
~~~~~
Q)~S::.'i'
ro3a&~
~i:wx
W~5~e
Q)ti:~it~
oiJ:j..,~u.
c<:.w
Q)i3~t-
~S: ~ <%l
;>".0
ro ~ tl.
.....JU
1/
(J'~,98 V
I V ) SEAL
U S~ET5
OF
7
1".... ::..~ ~
Ta ble 2,2,1: Allowable Attributable Roof Area per Post for Carports,
Patio Cove~. and other Open Buildings" ALUMINUM POSTS
Aluminum t"'ost
. ,noLC.O' i "'"~I n I 'u~r I 1,0""'" 1 'to..,... I ,,,,,..r...
"Pi> ItO .0.0' ,-,q," I <V "'''q,,, I .J OJoq, rL I ib "oq, r~ I ., ",,,q, '.
l't"l,mum ! ~'UlOW'I..lIe 1'\001 ~t:1 In ~Qu.re et: Of yano\,JS LO'QS on l"O'Sl
t'g"' I LC.O ,n LOS 1 i . mo~ MOIIOW <;.lITU"on or
, '"' I """" I .. I ",~ I ~
c" I ' :". 1 .' I " I 0'
...v 1 ' iiJ4 'I ov i .i
" " I ~.- .~ I -, I J.
e'gnl 1 .C.O ,n LOS . I. I u,~~ nOllOW ,-"u~"on or
.'. I i'''' '~I ", I '" 'v'l
, -- I i :>_i I ,-, I i' I I V. I "'" I
'u ' I ' .,., 1 ':4 I ov I .9 Ie, I
'i'~ I ,''., I ,v I ov I .. I '"0 I
nt'9r, I L.CilO In L.uS I ~ It i, It "'.....1 nOllOw utruSilcn. ~Jumlnum I"\IIOY ~"',I';l_ ,-9
C'. I ".... I 'oN I "v I'.. I " I ,v'
'.0; I ',.:>0 I I~ I '40 I 1.0 I ~
'..' " I ' .00 I '"' I .. I "'" I ,. I e.
- ,~ 1 ,-. I "" I " ! 0' I " I -I
htlg:;t I Lcad In LDS I J l J l v,~ /"(011 OfTT'\tO' f.l.lumlnUrn AilOY Ill.!::> ~'-14
'v -v I . .><: I ,"'.) , '> I I iJ4 I .. I
II-e I l,4oo I I..."~ I C:l I 10 I t':l I
"~ I ' x' I c. I c' I ~ I " I
': '- I ' VOi Ie' I ,< I -, , .... I
~~ISI"l \ Le.d In L-n-r _ It oj It C.ve;; ~"'l. rormtO . .~u,rii""n"'uil'A]joY""f'IV~ H-l"
I '~' -: I ; ':MJ I .i : 'OV ---;--""31 I :~ I ,I'
I '.t'.., I ~ I'..V I ':;:. I ,"'~ ! ' " I Iv-' ! C"
',<.., I i,',^, I '." 1 '0' I .' I e, I ""
":'-";- ; :I:l : :J j I: I !X I 01 I "'-='
....'9,"1 I co.o ,n coS I ~ I ~ . ~,u"" "Yleo nOIlOw <;.llTv"On. "'vm,num"""J ''''
":- i '~~ I ..)iJ I : '" , :~: I
.::. '..I I ~ ::;0:1 I ='V I iC I ' I I I
,:-i", j I :-~~ ! ~ IJ I :':r / 0':1 I
t I' '.., : ' ow;, I :>.: I I: I "".... I
I
I
I
I
I
I
..
Qo.)
'"0
"
0'
..
I
I
l
,
I
I
I
;1
""
,0
.'
E..m~le:
1=1""1(;,:(:-0' :....ea "J~ A;-ei =10.' Fost S;:.at,n; :'5' SI"....cl\J"' F'"O:i!":l'O!",:: \'1'"
" : S . (,',12" 0 H) ~ 'S': 7' W. '2', a~e 0 H . 2' I""~ ''''ea' . ~ SO F:
F:y a ~:.''i'' ;:>C$: a~ .20 m p h w~ ieae: C1f 2: r: I SQ: F't :>ost c~o"es 'a--e
.,) 2~ x ~"',I; 0 :~'" "'0;'0-. EJ\'''JsIO~
2; A.t~ ;,cs: ~,:.es I'~:e-: ::.e;ow \~ 2- x 3"')'. C V'l'" h:l/.o~' Section
Note:
V\"""'e'f .:;,e 00""01','0"'$ CiC:a;e a :-OOS: ~.el~'"'I: ~ ',0' r" a ~2C MPH WI""IC zer,.. a 3~..~" Ronl=o,"".ee COULiJ
NeT SE ~~e:: ~:2...s.e ....~\"', It IS mo~e \:--,a~ ~O' ~al! r. c.a"", 0:"01)' ~uoo-o~;:. SF' af roo:" O"'i t:"le o~!;e~ ",a~d, a r It
3.' n..r.e~ F:-~: w!i~ 2 :xt: ~';~i: of ~C.. i'" c..a""l Su:-X>.... 'aM a:ea o~ .,2E S:..i:f fee1 o! a-ea 7!"'1,."s oeslg!"", rT\,.:s1
sa:~s~' :>o~... r-,e,;-.: a"'\-: a:ea ret:..Jlrerr,e"',:s
Table 2,4:
Footings" Maximum Roof Area for Carport Posts
WInd Zone =
t.ppi,ed load ~
I ,02 "'"PH I ,,0 MPH
I 17 ,,"'$q, Ft I 20 ""'5q, Fl
I '20 MPH I ,25 "'"PH 1 \4C MPH I
i n lIoi5q, Ft I 26 "'5q Ft I n 1/.'5q, Ft J
Existing SI.b <In Gr.de I
with unknown I
re;nfort.em~nt
17
20
'5
13
1150I.ltd FoOting, Upllfl I
I Dimen"';oo." ~ting 1.1
I "-'l" I I'-'l- I I'-'l1 520 I
I ,',4' I ,'.4- 11',41 ',000 I
I "~- I "~. I "~"i ' ,~20 I
I "~. · ,'r . 2'-'l'1 2,04C I
I "~" · "~' I 2'~'1 2,54C I
2'-'l' . 2'-'l" . 2'-'l'1 2,&40 I
, 2'-'l" I 2'~" I 2'~i 3.300 I
2'~'. 2'~" I 2'~'1 ',000 I
i 2~' I 2'~" I 3'-0'1 000 I
"~Olts:
l$oIa~~d I='ootl~ IS a ;>ovree' concre:e :E'C~an9u~af ~O'Id' (ler\9;M l \'\IldH'\ J DeOIl"lJ
S'ab"" ;'1>Oe mvs' ~ new or ,n ;ood ,00d,I,""
Malimum An.ribut.Jbi, R:001 t..rea in Squa~ tftl
30
26
50
S€
\02
22
20
3a
5'
76
59
<3
ii
57
S9
'20
150
'55
',~
, 27
132
",
98
~C2
\15
',<3
~ ~i
165
230
276
2iO
2'~
,ii
J2'
2\2
2'0
Pre~ast Block Footing
Pre-cas.t footil:"9 tlloX,l ( 'IS.. 'if:;" 1 ,.) at ~..~ ~e;Ow 9'aoe w\lt'l 80 I tag p{e.mLJ CO""cre1e and baCkfIlled 10
IgraO:men,.,;ons I ~;,.~~~ I
\.., ~'Jjml.lm AnfJbLJt.jb;, Roof Arta in SQuare refl
i ',7:. I 102 i 67 I 76 I 67 I
I 1,1,9 '07 I 51 I 79 I 70 i
I 1,90' 1 "2 I 95 I 83 I 73 I
('IIO-e.;S
meo.e.;.
(3) 10 - e.gs
.>0
<0
OQ
, 0
~
~I
'0
,.,
.,
,~
'.II
ov
o.
'0
\6
3,
.,
64
80
S3
'03
IU
'72
504
57
60
Table 2,2,2: Allowable Attributable Roof Area per Post (or Carports,
Patio Cove~, and other Open Buildings" ALUMINUM POSTS
Aluminum Post
W,nd lo.d = I '02 MPH I "0 MPH I '20 "'"PH I '25 ....PH J 14C "',PH
Appl,tO lo.d : I \7 "-'Sq, F~ I 20 ,,"'Sq, F~ I 23 OISq, FL , 26 ::;Sq, F~ I ~2 "'Sq, Ft
""..,mum I Allo",able Roof Aru ,n Squ..e Fut 10' V.nous lo.d. on Post
Height I Lood in lb. I 3" 13- I 0,090" Hollow Ul","';on, "Iumlnum Alloy 6063 r~
'""u ! ',,0- ! .s\i~ I .,~ I u, I ,.. I
,",'V 1 ~ooo I U. I ',,,< I ,e. I 'o-'V I
",'0 I JU.4 I "0 I'" I J I "~a I
I, '" I <.?O I ~~ I ' 1 .. I C I I
Height I lo.d in Lb. I 3" 13" I 0,,25- HollO", ulrv"';on, Aluminum Alloy 6063 T~
,,'. , 0,." I l.Ol I "'e , jV' I i= ,
'0' I " ,... I .>v" I .,. I u, I '.. I
e... I o,vJL I .~I I <vL 1 " I ','0 I
LV,' I J,UL4 I li' I ", I J I ,,0 I
Height I Load in Lbs I ." I" I 0,'25" Hollo", ulrvsion. "Ium,num "lloy 6063 T~
" '. 1 ., " I ~5 I -00 J -.,,, _ I ";;.01
'0', I e,.'" I ." I "". I .>v< I .0. I
.,..., I ',-;, I ".oJ I "'. I ."0 I ... I
.J'" I 4,V'" I ..U I'V'o I ,,, I " I
'0<
U
:,
. ,0
o.
,"0
""
,.,
.10
'v
ii.'
I
I
I
I
I
I
I
1
I
Steell-'ost I
L Wlod Lo.d = I 1(;2 ~',PH I ,,0 MPH I ,20 "'"PH I '25 ""PH I \4C "',PH I
.. I ----;:pc;i.j.td"'"LO'ad ;---I""'i7 =-'Sq. F1.. I 20 :It'Sq. F1.. 1 2J "'~SQ. F:. i Z6 ~'Sq. C:L I '2 =-Sq. FL I
......,mum I Allow.ble Roof Aru in Squ.re Fut for V.nous load. on Post I
Height I lo.d In Lb. 13"13- I IA G.uge Post' '6 k,s.;, S:.el I
"'V I IV,V:>V i 'i:", I :V~ I "JI I .>01 I ~,' !
.'. I I,_"V I <JI I ~I. I "., 1.00 J .". I
.;'. I ,o~. I J"i I .0. ! .:-, I iol I ". I
.,,9 t ',J" 1 .:1 I "," I '''~ 1 ''00 ! '~I I
Heighl I load in Lb. 13".3"." G'vge Post, '6 k,s.i, 5,..1 I
I.'" I "0".1 I """ I ,.. I e:oJ : C'V I -:e I
. " I ,IoN I 0:'0 I 001 i ,'V I -" I .>{>I J
.J-<l I C,.,\! I ."~ I .." I J~V I ~o I ..v I
., -<l 1 0 '""^" I 4..,., 1 "", I .>.N I .0" I . , 0 1
Htight I lc.d in lb. I'" 1'- I" G.uge Post,'6 k,s.i, Stu' ~
.c-o I ",O:>V I ,U I e~, I o~ I 4(" I ..
_.', I .,~:>v I ::>v I -"0 I -0' I o<N I ~. I
.:.: J",;i 1 I.'I~O I 4.", I ",:;'0 I .)'1 .1 I "I:> I "t.J I
.;4 .., I ,,:,vo I ~". 1 . , " I .;. I . ' . I " i 1
Table 2,5; AJlowable Spans I Heights for AJuminum Pans
Utility Shed Roof or Walls
I
I
I
!
I
I
I
I
I
I
I
I
I
I 1.111" x 11" x 0,031" Panel
I
I
I
I
3" x lZ" x 0026" Panel I
Wind 1 Overha ng Condibon I
Region I NONE I 1'.0" I Z'.o" !
102 M,P,H. I '3'"," I ~"-i" I ~,~" I
1'0 W.P,H. I lZ.W' I IZ-~'" I '3'-5" I
120 M,PH. I "','" I '2-," I 1Z,T I
Rcom Roo! ?ar>ei spa.') :'W as ~h().o.r. OM o'<JN,"Ss
Nole: To OOvble 5pan In51all 'l' x 'l' x 0 Cn" E~.,,~;OM <r. M'd5pa')
j
I
I
I
I
I
I
J
I
I
I
I
I
I
'5'"," I
14',9" I
'3"'0' J
1,114" x 12" 10,026" Panel
Wind I Ove rha ng Condition
I NONE I ,'.0" I 'l.o"
I 7~" I 7,7' I 8'~-
I 6',9" I 7-0"' i 7-1(1'
I 6'~' I 0'1 I 7.0'
1,,14" x 11" x 0,031" Par>el
Windl Overhang Condition
Region I NONE I 1'.0" I 'l.o"
102 M.?,H. i 8',,' I 8',4' I go,,'
,10 M.P,H. I 7JS' I 7,9" I 8'.0'
120 M.P.H. I 6',',- I 7-3- I 8'-0"'
Region
102 M.P,H.
,'0 M.P,H.
'20 M,P,H.
1,112" x 12" 10,026" Panel
WIND I Overt-.angCondition
REGION I NONE I 1'.0" I 2'.0"
102 M.P,H. I 8'-5" I 8-5" I 9'-:"
110 M,P,H. I 7,9" I S.c- i 8,9"
'2OM.P,H. I 7-3" I 7~" I 8,3"
Wind
I Overhang Condition
I NONE I 1'.Q" I 2'.0"
I 9'4" I 9'~- I 'C'.,'
I 8'-7' I 8','0" I 9',S-
I 7,',," I 8',3" I 8'",'
Region
102 M.?,H.
1,0 M.P,H.
,20 M.P,H.
J" I 11" x O,03Z" Panel
Wind I Overhang Condition
Region ""ONE i 1'.0" I 2'.Q"
102 M,P,H. I '5'-5" I 15'.0' I
1,0 M.P,H. I W2" I W":- I
,20 M.P,H. I '3',3" i '3,5" I
Table 2,3: S,he<lur. of Po.t 10 8um Siu and Numbe, of Thru,801ts Required
"'l.IminUrft Alloy 6063 1-6
Sum
Siu
T. J" x O.O~o- Mollew TJit
T a"". 0.0$0"" HoHe...
r.... J 00;"" J O.H)Q" S~lf Mating e.tam
r ~ ,.. J: 0.0:,0- I O.12fr Stct V.tif\Q ~.m
T I r. 0,0$5'.0,'20- Stll ",.tioO Sum
TIS.... O.C,iT J 0.2.;'" Self Wllil"lg eelm
T 19" I: 0,012"". O.U,. Self Mabng Bot.m
T. '". O,~T. 0 306" S.II ",.tioO Sum
Ta b Ie 2,6,1
I
I
Wind lC.d
t,pplitd Lc.d
lo.d Widt!l
'0-
~4"
Load Widtt1
~w
I
I
24'"
load \-,\'icth
10-
2.-
load Widt!l
16-
2."
Table 9,3:
MInimum
POS( Siu
3-. r. O,D6Q" SU Hope d
J". J-. g,D60' Sullo~d
TI 3". 0.0&0" SulloPt'd
)"1( 1". 0,060" Sc..Uo~d
3".3'.0""3-
T 1 3"" I O. C'9J-
).. I )" I. O. , 2S-
3- . T . 0,125"
. Thl"\.l-801':1@2 L.O.'!..
','"'' . 1,..' .
2
2
2
2
3
3
Allowable Stud Heights
Utility Sheds Framed W..J1 Hollow Aluminum Extrusions
6063 T -6 Aluminum Alloy (Fb:: 15,000 psi)
I
I le2 t.\,P,H I "0 t.\,P,H I 120 ....,P,H I
I 19. I Sq, FL I 23. I Sq, F~ I 26 _ I Sq, Ft I
I
I 9'-9-
I 7','"
I
I
I
I
I
I
I
I
-,0"2"
6,3'
'1',1-
9'~"
12',,"
g-,IO"
I
'30 t.\,P,H I '4C t.\,P,H I
29. I Sq, Ft I 36. I Sq, F~ I
I
I
I : ,S" I
IT~
~
I
1
,
I
I
I
Lc.d Condlbon
2- 1 T' . o.o~r Hollow utr\.ison
I
I
2".1 r J: O.O~6- nollow utr\.ison
8',10'
7'-3-
8'....
i-.' ,..
.',',0'
6',5"
9''':-
.,37-
.'-6"
e- -6-
I
i'~~---Y.i.'
2- I r. O,~- Hollow utn."on
10',1- I S-S- I 6',11-
8,3" I i,S" I ;-...-
2" IT. O,O$~- Hollo", Ut(lJson
10'"," : ',0'...- J_ 9','0'
8'", -
8',5"
i'.' i"
Allowable Loads On Screws And Bolts
{As Rtcommendtd ey ""anvfacturtrsl
Self.Tapping lnd ""..chine Sc.rt:ws AJIOwabte lou::, "itnsile
Stangth $5,000 Fsi; S~,..r :',000 ps
I Screw Oiam~~et'
I l'8
I .,0
.12
.~4
'14"
5116"
l'S"
ISingle Sht.,' I
I (Ibs)
I 3~ I
I ",6 I
I 576 I
I i~ I
I ,6, I
I 1253 I
I ' ~8 I
Doub;e Sht:ar'" I
(Ibs,)
568 I
836 I
, 152 I
',"-58 I
1522 I
2,~ I
PIO I
\'\fithdfa~j"o'al (lbs.'
'6;
"'09
268
:-.6;
380
62S
S;8
Wood l.g 5~rt., lo.d.
Usng Sovt!ltm Pine S,O.. 0,55 or Eqvivalent ',1IT Thi~knes:s
Scrtw Oiamt-1e.,.
'i4-
511~-
l'l-
Sing:. Sht: al I
(lb.,)
\iO I
2',0 I
200 I
--
Double Shear
(Ibs,)
235
::55
<80
W,tha'.",.' (Ibs,)
I 396
I 52'
I ,'2
ConCrtle Sere.....' A.nd Bolts In Conc.a\r, Bric.k Of C.M,U.
(E.m~dment ,",u51 5c . Minimum of '.'IT Thitknts:s Wit!l ','10- From Edgt)
I 1.00:.0= Concrt't I 3,000_ Con~rttt
I S~rt'" D'.meler I rtn.ion (Ibs) I Shur I Ton.ion lib.,) I Sh.ar
I '14" I 757 I 3',S I 825 I "52
51 H" , I 057 I 8' 8 I ' ',64 I sse
I lS" I 1'" 3 I ,.. 3 I 1 770 I I 5C3
Sert:w 01~mettf I
'i8-
Aluminum R,jlr'tts with A.luminum "'a.nd.rtl
51'2"
3110-
rtn.ion (Ibs,) I
'29 I
'87 I
:'€2 I
Sht:ar
'70
263
37~
Ar\,Jminum Ri\'tt$ witt'l A.luminum "',Andltl
Sert:w Dia.mC'1ef"
,rl'
~:2-
31'0-
TtMion (Ibs,) I
2'0 I
:;':0 I
"5 I
Sh..r
325
.s-o
720
I
S'''9,e S"ea' S,"'~'S Fy . 36 ' 00' . , y,~~ S"e">""
.. Dov~'e S'",ao St'..... Fy . 50,504 . . , y,e'e Sl'e....'~
~.. Al! ea!'1el ie"'g:"'1$, Ce1us Indl.,istrial Oual~)' U~e rr,a""~iC1oJ'tfS g'IO 'a'"\Q'~'O rr,alC"'\ lo~al... all
\~.o.~~, 0' CO'Y"f'C1+o1"1 Use Cf'la., To Se~C1 screw U S f"..e-1 svt:-S.:r'l,",llQf"o of anc."O'
!-D-tCI'f+ealoO"'S In d~aw,l"l.'
2
2
3
3
I
i',~ ..
8".'\"
6'.i~
8T
7,2"
I
I
I
I
I
...J
<
(j)::)
o z
w <
I~
(j) Z
06 g
(/')(j)
0::: w
w 0
> (j)
Ow
U 0:::
0::)
i= I-
< U
a.. ::)
0:::
(j) I-
I-(j)
0::: ~
0:)
&Z
< ~
U::)
...J
<
(/')
W
...J
OJ
~
0)
Z
o
i=
u
w
(j)
o
z
<
N
Z
o
i=
u
w
(/')
...
~
W ~_
'...'"
0... ~ ~
...,j ~ :
.-...J U ~ ;!
Q) ... <' ....
C~5~~
C:q:....~
Q)~<~....
(D...IO;s1e
,~~;;; ~
W~iS5e
Q)~~it~
l>~~~u.
c ~ ~ ~
/ ~ ~ ~
v j~"
t~~
/)
') SEAL
..6HEET
6
OF
7
J~ :';;, ',,~~ .,'_:~~~~~~~~- .~~=;:',,,:~.~..,
PAN ROOF ANCHORING DETAILS
EXISTING TRUSS OR RAFTER
~~
"- II \ / I 1 I -- '" ...
al "', 'I
~I~r' ;;j~i--'
~ 1/' ~,; I ~.~
~,'~'
~-~
~
'-
S~
HEADER (SEE NOTE BELOW)
lIS x 91~ 6" S,M,S, (3) PER PA.N
AND (1) AT RISER
#10 X 1,112" S,M,S, (1) PER RAFTER
OR TRUSS T NL
ROOF PANEL
#10 X 314" S,M,S, AT 12" ON CENTER
lIS X 9/16" S,M,S, (3) PER PA.N
No/D (1) AT RISER
AL TERNATE CONNECTION:
lIS X 1,1/4' SCREWS (3) PER PA.N INTO
FASCiA 111ROUGH PAN BOXED END
EXISTING FASCiA
ROOF PANEL TO FASCIA DETAIL
HEADER (SEE NOTE BELOW)
lIS X 9/',6" S,M,S, (3) PER PA.N
A.ND (1l PER RISER
FOR MASONRY USE 1/4" X '-1/4' TAP-CON
ANCHOR OR EQUAL AT 24' ON CENTER
F\., ",'-:': ~.:E: #1( x 1,112" S,M,S,
')R WOVD SC,>2NS AT 12" ON CENTER
/
//,i ,//
/// ',""
, , 1'7 =-y,.o."....,........J
/ / .' '/ ,
" '/ crl'i:+
?- ~..
// ..:~~
" I
%~
ROOF PA....EL
#8 X 91',6" S,M,S, (3) PER PA.N
A.ND (1) PER RISER
EXISTING HOST STRUCTlJRE:
WOOD FRAME, MASONRY OR OTHER
CONSTRuCTION
ROOF PANEL TO WALL DETAIL
NOTES:
ROOF PANELS SHALL BE ATTACHED TO 111E HEADER WITH (3) EACH #8.112"
LONG CORROSION RESIST ANT SHEET METAL SCREWS WITH ~12" WASHERS,
ALL SCRE....... HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET
BETWEEN 111E WASHER A....D TriE PA....,
PAN RIBS SHALL RECEiVE (1) EACH #8 x 112" SCREW EACH, TI-iE PANS MAY BE
ANCHORED TriROUGH BOXED PA.... WITH (3) EACH #8 . l' OF THE ASOVE SCREVV
TY?ES 6,ND TriE ABOVE SPECIFIED RiEl SCRE'>'.,
l' FASCiA (MiNIMUM)
BREAK FORMED METAL
SAME nilCKNESS AS PAN
(MINIMUM) ANCHOR TO
FASCIA A....D RIB OF PAN
AS SHOWN
#8 X 314" SCREWS @ 6" OC,
#8 X 112" SCREWS @ 6" O,C,
~~
:0\ \\~
\
\
\
\
r
i
'~
PAN~
10:>
---
I
-__I
t
--,
,
\
\
\
HEADER (SEE NOTE BELOW)
lIS. 91',6' SMS, @ a" O,C,
ROOF PA.NEL
FOR MASONRY USE 1/4" X 1-1/4' T APCON
ANCHOR OR EQUAL @ 24' OC,
FOR 1'1'000 USE .10 X '-112" S,M,S, OR
1'1'000 SCREWS@12:0,C,
EXISTING HOST STRUCTURE:
1'1'000 FRAME, MASONRY OR OTHER
CONSTRUCTION
\
ALTERNATE ROOF PANEL TO WALL DETAIL
NOTES: ROOF PANelS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 X 112"
LONG CORROSION RESIST A....T SHEET METAL SCREWS WITH 1,'2" WASHERS,
ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET
BETVVl:EN niE WASHER A....D TriE PAN
PAN RIBS SHALL RECEIVE (1) EACH #8.112" SCREW EACH, TriE PANS MAY BE
ANCHORED TriROUGH BOXED PAN WITH (3) EACH tI8 . " OF TriE ABOVE SCREW
TYPES AND TriE ABOVE SPECIFIED RIB SCREW,
COMPOSITE ROOF ANCHORING DETAILS
EXISTING TRUSS OR RAFTER
#8.9116" SMS SPACED AT
8' O,C, BOTri SIDES
ROOF PANEL
.10 X 1,112' S,MS, OR WOOD
1'1'000 SCREW (1) PER RAFTER
OR TRUSS TAIL
.,0 X 3/4' S,M,S. OR 1'1'000
SCREW SPACED AT 12" O,C,
#8.9116" SMS SPACED AT
a" OC, BOTH SIDES
EXISTING FASCiA
ROOF PANEL TO FASCIA DETAIL
~~
-/':: ~ ,-
-----~:z:
/ ~ 1;:_,-
< w~
~ 0 1
: ~
'----.. -, ~
~
EXISTING HOST STRUCTlJRE
WOOD FRAME. MASONRY OR OTriER
CONSTRUCTION
tI8 x 9116" S,M,S, SPACED AT a"
ON CENTER BOTH SIDES
FOR MASONRY liSE ~/4" X '.1W TA?CON
~.NCHOR OR EQUAL ,',T 24' O~' CENTER
FOR 1'1'000 USE #10 x 1.112' S.M S, OR
WOOD SCREwS AT 12' ON CE!>(,'ER
ROOF PA....EL
#8 x 9116" S,MS, SPACED AT a"
ON CENTER BOTH SIDES
NOTES:
ROOF PANEL TO WALL DETAIL
WOOD STRUCTlJRES SHOULD CONNECT TO TRUSS SuTTS OR TI-lE SUB-FASCIA
FRA'.I,NG IVHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE TriE TRUSS
BUTTS, SUB-FASCiA AND TriOSE AREAS SHALL HAVE DOVBLE A....CHORS
ALL SCREWS iNTO TriE HOST STRUCTlJRE :ShALL HAVE MiNIMU'-l 1,1,4' WASHERS
OR SHALL BE WASHER HEADED SOR...~S,
HEADER INSIDE DiMENSION SHALL BE EQUAL TO PANEL OR ?A."IS "1", TriE WALL
TI-iICKNESS SHALL BE THE nilCKNESS OF THE ALUMINUM PA."o/ OR COMPOSITE
PA."o/EL WALL TriICKNESS, HEADERS ShALL BE ANCHORED TO THE HOST
STRUCTlJRE W1Tri A."o/CHORS APPROPRiATE FOR TriE MATERIAL CONNECTED TO,
TI-iE ANCHORS DETAILED ABOVE ARE aASED ON A LOAD FROM 120 M,P,H, FOR
SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPA.N OF THE ROOF PA....EL FROM
TriE HOST STRUCTlJRE,
__ ,6"
, 1~
#8 . 112" ALL PURPOSE SCREW
@ '2' O,C,
,
W
a:
::l
f-
t)
::l
a:
f-
<Il
f-
'"
o
:x:
~!':,
U -j,
BREAKFORI-A FLASHING
I
/ I
.---iJ
3' COMPOSITE ROOF PA."o/EL
SEE SPAN TABLE
FASTENING SCREW SHOULD BE A MIN,
OF l' BACK FROM TriE EDGE OF FLASHING
ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS
1, FLASHING TO BE INSTALLED A 1.1,.'1, 6' UNDER TriE FiRST ROW OF SHINGLES
2, STANDARD COIL FOR FLASHiNG IS 16" ,019 MIL. COIL
3, FIRST ROW OF NAILS W1lL HAVE TO BE REMOVED TO INSTALL FLASHING PROPERLY
4, FLASHING W1LL BE INSTALLED UNDER TriE FELT PAPER WHEN POSSIBLE
5, HEADER WILL BE PUTTY TAPED A."o/D CAULKED EVEN TriOUGH FLASHING IS TO BE INSTALLED
6, IF THE DROP FROM THE EDGE OF niE SHINGLE DOWN TO THE TOP OF THE HEADER IS MORE
THAN l' THEN THE DRI? EDGE WILL HAVE TO BE BROKEN TO CONFORM TO nilS DROP
7, WheN USING FLASHING TriE SMALLEST SllE HEADER AVAILABLE SHOULD BE USED
12" ,03 MIL. ROLlFORM OR a' BREAKFORM 1$ BEST SUITED FOR HEADER SINCE IT KEEPS
TriE FLAP LIP OF TriE HEADER BACK FROM THE EDGE OF TriE FLASHiNG
8, ....'HEN SEPARATION BE1WEEN DRIP EDGE AND PA....EL FLASHiNG is REQUIRED
112' SEPARATION MiNIMUM
9, STRIP SEALA.'IT BErwEEN FASCIA A.'" 0 HEADER PRIOR TO INSTALLATION
#10.1,112' WASHER HEAD S,M,S,
TriROUGH BOX HEADER 12" O,C,
iNTO HOST STRUCTlJRE
NOTES:
1, WHEN HOST STRUCruRE IS MASONRY
USE 114' . 1-1/4' DRIVE PINS OR
114' x 2,',14" TriUNDERB<X TS
2, FASTEN TriE EXISTING SUB-FASCIA
TO RAFTER TAilS FIRST W1TI-i
.10 x 3' S,M,S,
PAN ROOF ANCHORING DETAILS
SEALANT
E PA."1 HEADER
(BREAK-FORMED OR EXT,)
(;- tI8 X g.16" S,MS, (3) PER PAN
tt-~ A....D(1lAT PAN RISER
+
RIDGE CAP
HEADERS AND PA....ELS ON
BOTH SIDES OF BEAM
FOR GABLED APPliCATION
~ PA.N OR COMP, ROOF PA."IEL
AL TER.'lATE CONNECTION:
#8 . 1-1/4' SCREWS (3) PER PAN
INTO BEAM THROUGH BOXED
END OF PA."1 ANO HEADER.
ROOF PANEL TO BEAM DETAIL
tI8. 91',6" S,M,S, (3) PER PAJV
A....D (1) AT PA.... RISER
#8 X 9/16' S,MS, (3) PER PA."1
ALONG PA.... BOTTOM
~
i "
FOR PAN ROOFS:
(3) EACH #8 . 1(2' LONG S,MS,
PER' 2" P^,"'EL
SUPPORTING BEAM
(PER TABLES)
NOTE:
I''HEN FASTENING PA."IELS OR PANS TO
WOOD PLATES SCRE'WS SHALL HAVE A
MINIMUM EMBEDMENT OF "
FOR COMPOSITE ROOFS:
#10. (I + 112") S,M,S, W1Tri 1,1'4"
D:AME1'ER FENDER WASHERS
@ 12' O,C, (LENGTri = PA....EL
THICKNESS + 1')@ ROOF BEARING
ELEMENT (SHQI'.N) A....D 24' O,C, @
NON-aEARING ELEMENT (SIDE WALLS)
ROOF PA....EL (PER TABLES)
SECTION 7
I
lJ-
ROOF PANEL TO BEAM FASTENING DETAIL
(1) tI8 . 112" Wlni HEAD S,M,S,
TOP OF EACH RISER
BOX HEADER
BEAD OF CAULKING ALONG TOP OF
BOX HEADER
ROOF PA....
/~
/
(3) PER ROOF PA.... tI8 . :lia'
w/ HEAD S,MS, O,C, INTO BEAM
(3) PER ROOF PA.... #10. l' W1Tri
S,M,S, TriROUGH ROOF PA."1 A.'oID BOX
HEADER O,C, INTO HOST STRUCTlJRE
PAN ROOF AND BOX HEADER
FLASHING 0,024 OR 26 GA GA!.V,
2'.2")( 0,06" . BEAM DEPTri
+ 4' ATTACH ANGLE 'A'TO
F ASClA WITri 2-3/8" LAG
SCREWS AT EACH A....GLE
MIN, 2' . 3' X 0,050" 5MB,
(4) .10 S,MS, AT EACH A....GlE
EACH SIDE
\, \ 'I,
.IX~
:;IN
@
J~
A = I'v'1DTri REQUIRED FOR GUTTER
B = OVERHANG DIMENSION
I
BEA'-A TO WALL COSNECTION: ;f'- A -7'
(2) 2' . 2" . 0,060' EXTER."lAl Y MOUNTED ANGLES ATTACHED TO 1'1'000 WALL WI111 MINIMUM
(2) 318'.2' LAG SCREWS PER SIDE OR (2) 1/4' X 2,1/4' CONCRETE A....CHORS TO CONCRETE OR
MASONRY WALL ADO (1l A....CHOR PER SlOE FOR EACH INCH OF BEA'-A DEPTri LARGER THAN 3'
(ALTERNATE) (1) 1,314' X 1.314' X '.314'.1/8" INTERNAl U~LlP ATTACHED TO 1'1'000 WALL I'v'1TH
MIN, (3) :li8'. 2' LAG SCREWS PER SIDE OR (3) 1/4' X 2,114' CONCRETE ANCHORS TO CONCRETE
OR MASONRY WALL ADO (1) ANCHOR PER SIDE FOR EACH INCH OR CONTILEVERED BEAIA
DEPTri LARGER THAN 3'
RECENlNG CKA.....NEL OVER BEAM
ANGLE PROVIDE 0,060' SP,l.CER
AT RECEIVING CHANNEL "''''CHOR
POINTS, (2) .,0.2,112" S,M,S,
AT RAFTER TAILS OR 2' ON CENTER
MAX, WITH 2'.6" SUB FASCIA
MUST REMAIN FOR ANGLE
STRENGTri
NOTCH A.'oIGlE OPTIONAl..
2".6" SELF MATING BEA'-A W1ni
(4).10 SHEET METAL SCREWS AT
EACH A....GLE EACH SIDE
CANTILEVERED BEAM CONNECTION TO WALL AND FASCIA DETAIL
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, , 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
T-VoI'7:12"X'C:tl1T Ri>e. Pane IS I
, O~n Butldln~s J tnc10sed tsuudlnlils 1
Wind I Appj!~d ~emang CondItion 1 Wind' I Appll~d, Ovem.ng Condtt:;on /
, fleg,on , Lo.d :llIT~:r~ Reg,on Lo.d ~'ET'T.o ,.0 I J~.o--<
,~1l;f~~, L~~~C"~~1V~O 1 5, o,}" '0 ....
'1ill;f~20 I 5,~ io, I ,.JJ' I iH 17'1 tr1if:;r.:r;-35 '; I 4,'0' 5," I ,,; 1 r.r-I
-nill;f1"~2J I 5,; I 5" , o:rT~'9"0112ilVP,i-I. I ", (" I 4.., 5';; ", 0'" I
-nnr~~~~~-r.;mry2;l;f~o.'0' I .... , ;" I ". B,\1 I
~~J2 I "'~ 1"'.1' I 6.' I 1'/ ! 3.,) I '4U~~~7.Q I J." 5.J 6.';' ~
.....,.-:lTrx-1T1-u:1:i~ Panels
opeiiBul1dlngs i enclosed duddlngs
Wind ;, Appl!ed I Uvemang ~ondl{Jon . ~ Wind I Appllea Overhang c.:onoltlon
fleg,on ! Load ,~-llIT~r-lrTT-<l'I fleg,on Lo.d "O'JE I , .J;J' 1 T'~.JJ" 4 .J;J'
,-o"lWf.~r--;---l""'-:-"1 ' B"-<4 , ~:o-1"1C":lUTfO~~~;)" I ~.i, I 6." I ~-.) ~-n
-~~107R ~~. --;-;1;)" .', ;>c-"'Tl1t~;ry;: '3, 5,' 1 5';:- 5.., ,,\1 I "0
'2il'Q',~-,'Y-:-PI";-i ~~O'2" ~'2'Olin>:K"',--.r 4,. I"" I 5,2 ":',r-:-..-r"
,2nr~ ,5'" I 5,} I .r~TiT;:3'liT,~4S '''' i"" I o'v i.'.., ---..r1
~:~r 5""': I :'-8 I 0.8 ! 8"-.J 9-/ ~4CM,?,H, 50"" "..... I ,co? :-a /.,) I 6.",
~m,])TKI~f Panels
vpen BUI!dln;s I
Wind Applied ~Condltl0n. _~ Wll"ld I Applied
R.egion LCid ~""~Ki"..j'CIT-O i 'l..(] I J'~~ Region Loar1 ~Q~E. I
1~'M.P.:-t. n ,6.' I Ii"" ; 9'., I H;.': ,'!'.~O7ll.~29 5.J
~O"V.~~I:Q"TI'~ I So? I 9.f i ~cr:njllO M.P.r\. i j5 ! ~.Q
1tO M,?j-o\.. ~o:T1T"T.~~.-r lC-:-;"'-fl2UlWT.?rt. I 4' :;-,)
''ZOlif,~2l; i 0" i 5,'U I 1'0 : e," : ;0: I ~~1':R'I45 "',, 5'" 0"
'~M,?,rl" )~;:1ljc'1""TTm,..",. : ,~ '-6 ',',' 5,'"
c.nclo'Sed I:SlJlldn"'gs
Ovemang Condlbon
1'.J;J' I ,.JJ' , 3'.JJ'
c -0 I I';) 6"-0
:;,.', ", ! 1j.,1 Q'')
tl-/ 5.( i'"
-r:T!r-ll"~~Plnels
crpenBulldlngs I EnclOsed dUlIdlnQs
Wind ., App11ed I <.)vemang CondItion i Wind I App/leC:. Ovem.ng <:;QndttJon
fleg,on I Lo.d ~~T'-llIT~ Re~,on Lo.d :W"lEi , .J;J" I T~3'.JJ'
-n<V,~~,J I ,.., I c'~T-5'I1O'VT10T/il:~~ I ,-<> I s, " I o,'U ~,"
l1ilV,~lO i 5-3' I 0'" I ". 1 B," I ':J.5"'TIlil'Q',~':l,----,.;;- I ", I 0" ','(;
,20 M,,?,""', ~C:1"'T, C~, "~:~ 1 IIl',7T1<O M,P,"',J ., ,'.0- I 5,' 1 in
u"5"Nr~~~~~' I fi1T1~.~ I 4.~ '<.~~ I ~.,~ 1-0 I
~~J~~~6'1 1/'" I v;~~~~,', I ,c.:, I :'..0 f /-,
~~3""~P.nels
Open 9undlngs I
WInd ' Applied. ~~ I WIno I Applied
Region ! Load ~~T.o--TJ~.u-j Region I Load """"VQNE!
'02"1.:~7 i 0" 1 IHI I S4 ,'04 . ,,'. I 'on;r,~~ ,5,;
11il1.T~~~c''1''TV'1O' I \1,. I "ill;f~r-:-5,'v
,2~2Ji'" I' -?Tll'TT~~ I ;U-9'I12il'M':~"- I 41 '::: ;~: 0;
'2;V,;:r,:r:--~O" i I,' 1"" I ' ,000.Q[l;:;V,;,:- i 4j h ," o~
14lrl;f~~~o:rTo.s;-~c:;-Tl~, , " ;o--r.o i ;"
'-f:~7'rl--l~:j2 Rl~f I"'anels
OPeii"Buddlngs I c::.nelosed Bulldtngs
Wmd Applied ~CondltJon I Wind I Applied, uvem,ang COl"ldltJon I
Reg;on ! Load ~-lrTT'cu::r~-ll-' Reg;on Lo.d. "I0"lE I '~Z.JJ' , J'-<r I ....J;J- ,
-n2l;f,~II~-OT1Il'" I "" I '7-JTl~2'l;f;,~ IN, " ", ~ .,2" I 0"'- I '0--8'
l1'Oll,~lil'I~v I s,; 1 '0'-6' I 11,~ I"Oll" I ~5 1 5-6 0,. i ,,' Ill"~
"TIll, V'~,': "2J : /." I B.j I 6"." I 9".il I ,,-4 I 'to-hf,?,H. I " 5_';' 6-4 {.7 B-o I 9"." I
~~~.QTT"'-:'S"-6 I 0,' I 'rr:l'TTI~3'liT,P,H. I 45 ,'. 5,' 0," B,J I S,'O i
14lrV:~':l~5', I ", I "HJ"'~9"T'!1C"~M,?,rl, 1 ~ ", ,.., 0-<> ,,11 .-<>!
c.nclo'Sed ~ulldlngs
OYert',ang (.;ondltlol'l
,.J;J I ''ll"'!3'.JJ'
5.':; I I IS .,t.T
6." / ., 6.)
B, ,
. ~ ,
I
I
:---O:~'I
Note' iOiaj roof ~ wO\!"'Il: 'VQm W'C1!" plus ....all WIdth plus C~~
I"";
I 4q-,
,. d~:r1
I S.iO I
I 9./ I
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12"
,
12. WIDE X 3. RISER INTERLOCKING [INDUSTRY STANDARD] ROOF PANEL
SEE INONlOUAL PA....EL SPECIFICATION (IN TABLES) FOR ALLOY A....O Tl-iICKNESS
Table 7,1,2: Allowable Spans for Industry Standard Riser Panels for Various Loads
Aluminum Alloy 3105 H,14 or H,25
I)" )( ,r I 0.019"' Rlsef Pa~ls
Open 9uddings
Wind i Applied I Overhang Condition
Region ' Load ! NO~tE ,'-0" Z.(J" J'.Q"
I '02 M,P.H. H i "-,',',' I ,~.,. '2'0' '3"-4-
"0 M,P.f-(., 2'0 I ~C'.n', n-2'"
'1O M,?,H, 1 2J I ,a,}" i '0',5-
I '2SMPH,1 ~ I o,T' 0"0'
I '40 MPH, 32 I 0-8' I 0''''
Enclosed Buildin9S
Appl;ed I Ovemal'g Condition
4.J;J" i I Lo.d ! NQ"JE ~ 1'.JJ" ,.IJ- I :r.JJ" ".IJ" I
~4'-4" 19 I \1,'- \1"'- i 9',"-I'O""'''i '2'-2" ,
'3'.( )S I 0"'" 0.0 I \1,. I '0".)- ''-.0 1
., ;,1; ! T."- 0,1; I ~'. I ''-''-1
45 ;4- i ;,,. I 04- I ~.o I '0"'0' I
$6 0'" I 0,'0- T.o- I 0,11' i '0'4- I
13"' x 12"' x 0.026'" Ris.ef' Panels
Open Buildings
Ov~rr.an9 Condition Wind
, ~~{.. -i-;~~ 4-':'" 3'-e" I "-11' ~ R.eQion
1'3',11'1 ',4','" I 14,5" i '5'.;r I '0,0- I ,02 M,PH, 1
! 'Z,~C": .2""-1 ~3'.5" ! ~'''.7 ! 'IS'.,. i "0 M,P.H. !
I 'r.','\" '2".'. I ~2'-r '3.-.4"! "Ilf-S" 1'20 M,P.H.
i n.T : "'.5" i ,~..~,. i ~'l-9"' n'.,O"' i '25 M,P.H. !
! 10., I '0"-4" I 10'.,\~. I , ".9" ' '2'.,," i ~40 M,P.H. I
Enclosed Buildil'l~s
Applied I Ovp.rt'.ang Cor.dltlon
Lo.d 1..,o;''O'''''''''''-<,,"TZ'Ji''1 :r.(J" ~
-;6 I '(,',1; ! '0','0': ,,-,," I '2',; I ,J'4" I
35 \1,1; 1 9',,," ,C'-t' i 11',5- , '2'-7' I
41 8'.,,- g.Z' j 9'-'C'" I '0".9"" 'Z-Q'" 1
45 0'" IS" I 9'" I '0,5' ".0-
$6 T.8'" T.".! 8'.8'" g.rr "'.,. i
Wind i ApDhed
t Reg;o~ I Load
f1Of..;T H. i 17
: "0 M,PH,' ZO
I 'ZO M,P,"". 2J
'25 MP.H. ~
1 '40 MP.H.' 32
I,)"" x '1" x OOJT Riser Panels
Open Buildings Enclosed 8uildH)gS
I Wind I Apph~d: Ovem.ang Cond~tion Wind I Applied i Overt,ar'lg Condltion
fle~,on 1 Lo.d ! NO"E ,'.(J" I ,.J;J" I 3'.(J" ".JJ" 1 Region , LC.d I "IO"IE 1 ".JJ" 1 ,.0" , 3'.JJ"
I '02M,?,H, 1 '7 '5',5- '0.0 i 15',"','6'-6' 174-1 '02M,P,H,1 Z9 I ,,'. I"'"'' '2',5- ',3',J-
"0 MP.H. ZO 14.;r I 14'4- i 14,. 1 '5',5- 16',}" 1,,0 M,P,"" I 35 1 'a,~ 1 '0',11' I ",5- ; 12',J-
120 M P.H. I 23 '3"-3" I '3'.S. 1'3'.'0'" i ~""-Q I '~-6'" '20 M.P,H. I ", 9'.". '0'.," i 'C-S- '\~"I
~ M.P.H.! 26 i -Z.S" '2'.7") ':3".'" i ~3.-~cr. ',4'.10" j '25 M.P,H_ 4S 9'.5. 9'.8'" '0'.:; ~f-Z'
1'40 o<\,P,H, 32 ",}" 1 ''-,5- I""" i '2',. , '3',. 1'40 MP,H" $6 !'.o o'~ I \1"'- 1 '0',5'
Note: i~at rocI?a....e 'Nd'th = room """d\1'I ;)Ius ....alllN'ld\.h plus c'.er.-,at"lQ
".JJ"
14,.
'3,5'
'2',~
~ 2' .5"
"',1;
Table 7",3: Allo'.able Spans for Industry Standard Riser Panels for Various Loads
Aluminum AHoy 3105 H.n
c~2XilU'\r;oser..ne,. I
Open BuildIngs I Enclosed 8uddlr'lQS I
, I PP Ie ' e ,ang Condl{Jo" i Wlno-TApp11ed, Ovema.ng COndItion J
fleg,on , Load ~~n-rr~--j Region i Load I "IQ"IE 1 ' -0 ,.IJ 1 :r.J;J 4.(l" I
!l~:P.H. I 17 ! 'PQ I '3." I ~(.~, i 1~." I '~2"ll,p"x:~C., I 10.~ ,~""" I 'Z-2 1J-J I
~ilV~2lJIl7" I '2',\' I '}4 I','" i 15. " I ,'OV,P:!1.j35'!>.o- I. \1,'0' '0" 114 I 'l-6"' i
2OM.P,H.! 2J I ii.i", i '2.' i ',,-(i I '.;.-4 I 14-4 i f2~ll:-P.~. I .1 ! 8." ! 8".,. ~.'J 'C'.~: "'''.'i 1
25M,P,H,I ~ I '",. I 114 11~2'~ I ,'i';"'T';:'5'lir:~~!',m. s', 0;, ".0 I
11~M,P,H" 32~~'JTlO':'I\rTIT' I ,~,J>:'I'{'j~ I ,,' 1"'0' '8"" '1-3' I "" I
.. T I 0,026 RJser PanelS
pen Ulr Ings C ose UI tn~s J
It"' i Applied I OvertlaC"tg on I on I lnd I Applied L_ _. Uvem"l"lg :ondltlon J
f<eg,on i LoU ~"ETT-ll""TT~r~-O"l fleg,on LO.d [1'IO"Ic: ,'.(l" I ,.J;J~ l:r./J "'-IT'i
,PH,I " I "6"7T1c,~.o- I I"J I 'B:o"TI~<VP:"f1.I~~~2':;, I '3',9" I [Tg" 1
[110 M,P,K. I lO I ':<.", I ,~~ I '5.::> I I~~O J.lI.P.r4. I ~J I ".~ I "." i '~.!i I ,J.W 1
l:120M,P",,; <J ,'J,',I: ',..0 114" I 's:ll'6"1l'I12O'l"7.KT~O'" I '0" I 11,2 I '..0 I '3,' 1
rU3'liT,~~~:r:2"T1j,6 I ','4 I '54 I ';:nr~45""71 r.l1TlIl'" I 10'.0- 11" I 'l,. I
~,~2 I ,~-g- I ".n 1'2.5 ! "r-~.~Pl1.""T~ B".n! 9'., I 9".S '0.9"" I n." I
[J""XlTlHjTl'liSiir?a"",. I
! Open cUll dings ) t:nc!os.ed t)t.uldlngs I
I Wind I Applied, tJvertJ.ang ~ndltJon _ _ j ...vina---T~P!e ~Condltlol"'l I
I Re~',on , Load mO',FT"T:o""T T-lli:r.o'''TT-lrj Reg,on I Lo.d ,O'oiE', ".(J" I T.J;J I J'.J;J' I ....JJ'. I
r~1V~17i\T'\~~O'4'ilc:1~,7""T1~1V,P:!1.j. I ,~O I '"',J I \4,11 I '5,'0' I
I'1OV~o.Q71O''i'o:TfTlT-OT1g-~Oll~3r---j1l'5 1 '2" I 'J,' i I},IO', '4','0',
!'Wl.f::>K'i2J 1 .5'" I "'" I '5,11 I I~.4"'T12O'l",~~.o-f1"6 I '." I '2," , ,r.;;-'i
2nl::>~', ,14" I ',4," I "'O"T'~;T;~~\J.\lf1T'2 I 11.0 1 '2~
1O~3"1'j~r.7Tl3"'8 1144 ", I ,~-5rIn1l"1'\l'TTlC'.o- I 11"; I '2'-8-1
Note iO:al roof ;.a~ ......d'l.1"i = room \/ltId'tr pjlJS ....311 ......a..h pi\.lS c.emang
Table 7,1,4: Allowable Spans for Industry Standard Cleated Panels for Various Loads
Aluminum Alloy 3105 H.14 or H-25
~2~ x O.O'9~ r;,tated l"'iH)e s
crp:en- Uti lngs
e ing on
J
;-.
12,00.
INDUSTRY STANDARD CLEATED ROOF PANEL
, 1
~~P,rl.1
;'25"', ,I
, ,
SO,;
'0'.5 1'-8"
,,'
, ."
, ,
~2X~T
I
I In pp Ie l on 'bon
. Region j LOild ~ Region
1] , .:' 1.4'. / " ., I ~ .~, I '.....~ I' , .:
cm\f~ T-'-T'9'vll'J-4 J ,\" ~mll'''H, I
~P'"'I 2J I 0'''' i 9',." I 9,'9"'" I '0,9' i 11',1'-1 1ZO I,iI,PH, I
rnnr:~TT' I" I ,25M,?,H. I
~p,"',i 32 1 ,,' T ,I I" ,I
~~ leated anelS
! Open UII lngs
I Inel p~hleQ ~ onQltJon
, Region I Load
~~n;r'?''''i 17
;110 M.t'H..1 ~
~20 M.P.Hi
n3'liT ?,H I
~40 M.P.H.!
pphe
LCid
J5
.,
45
l
,
u' l09s
emlllog Qnaltlon
.' , '0
I
0" I " C,
.,1
,.., I . ,.'
ClOse
I.n
, .J
6.0-
Ul! lng'
e ang onOl on
I I
! ., ~ I . ~ , I l '..
,..,~~
". I .'" I '0" I
i -Q I ''$ ,- .,)
,,,
0'"
..0
.',
Ull lngs
vert",.ang I.,..ondl~on
Reg;on Lo.d fNO'JE I '.J;J I 'Z.JJ' 3'.JJ'
1\1': i \1,:: 1'.",', I '<9 i '3'1:11 '02M,~9T8', 1.,Iv I S.., ',0'..,
t '0-4 I 'C.., I ~':.i 1;""-1 1'3.' ;'OQ.~~O I 8., I 8.'0 .,.,
.::3 1 9-e- I 9.~O~ I '0-6 I ,~ .~ I '2./ I ~20 M, /.J I).
2'6 I 9-.' I 9-4 1 9'.". I 'O'.,~ I '~5 M,P.rt. I -" ." /., / " !:fI'
3~,rr-'S",-s-T9,1 I 'cr'2 I 11',;- i ,aoM,~ 5,< 0.., ", I B-<f
Nott: ~o:a, rOO pa."el ~dtl1 = room IN'IdtM plus ....-atl .......dtr, plvs coer+-.a~
.-0
) .I~'~
, ,
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, -' ..
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Q)~<'''-
C~~~~
C:q:;e~
Q)~<xrc
ffi-'OClli"-
. ~ ~ ~x
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Q)o:~a:~
(,)ijj~~u.
C :/: ~ UJ
Q)i3~f-
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7B
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7
!~'..~t~~a~j';~;,.-:<.:t ~~i~~:.,
01
r
j-
ALUMIN\,;M SKIN
E,PS, CORE
SIDE PANel CONNECT-
TIONS VARY (DO NOT
AFFECT PANI:L SPANS)
SELI:CT PANEL DEPTH
FROM TABLES /
4a.
,.~
COMPOSITE ROOF PANEL [INDUSTRY STANDARD]
Table 7,1,5: Alfowable Spans for Industry Standard Composite Roof Panels for Various Loads
Aluminum Alloy 3'05 H,14 or H.25 1,0 EPS Core Density Foam
13~7'fU19" PanelS
! , ~n l3u',dln~s I E;.""-:,,"''''Co 3ulfd,n~s
i . V;:~-~I ~ . -+ ~'ii-ngCOI~QjtiCfo- ~-'^-;"'~I' P!=lICQ , ~~.;:;;noc.;)ndltlon
I R\",on , Load ~:U:-7<l' 3.0 4-<)" I Reg,on Load, ~'lE , ~,.;) 3'.0
~~;~~7 ,'"", I '2,', I ',2-6 1'34 ',.4 I '02lO~ '.', 94, .,'~O,',
.~.~-~7-6"" 'J'I i ,,~ ,. r-~..) 8-6 I 5".2 HJ.J
h20MP,H'f n I '0,3 I '0'''5!IC-11',ll.ltrT7-'\T'TI2O'];{!'11T ., I ',~ "" d'O, ~'~
~'25"'V.~ ,9-1 I S.'1l : '~-~~'25'VP.i-.t I 4.5 - ~=."
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I .~
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I "'" I
I ':'~ I
I '0" I
! 10'--4 i
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--op:en-SUlldlng$ Cr'!closed oUlldln~s -------.J
I~~pplled I ~t:ondltJon 'Wind; Applied Uy~rt\ang l",onOlhon J
; Region ! Load ~~1-O' I 3'-0 4.wl Region I L..:ad ~O~E , -0 i 1'::' : J"" I 4 ~I
~2lir~ITU':YiTI'~0"1 ,.', ',,~nm~29 '0,. '04, '0," ,',1"0"1 '2,'"
jll-O--V.~2.~ I ~"." I '3-a '(.CTll~~.) ':'.J 9-0 I 1:1'1 I '.1...... I 'Z..) I
1120 MY.rt. , 2J i ".: 1 "., I 'z., ! '2." : '3.',' I '~.P.H_' 41 c., 6.'::/0 51.;, ,,..~ri
i1~.~"2~O.9 I H;." I ~~~L-4 ~3-: I '2s-v,~e:7 8.~ g., 'O.T I ".:, :
i'4~V]'~~2 I ~.a I~O'" 111'; '~,~~,... ,,' I r../"7 9-6 1'1)',,0',
~~ Par>els I
; o~n 6ulrdlngs I i::f'lClosed BUildings I
~ i Applied i ~C-ondltlon ~pl.ed QVf!rt\ang ConQltlon I
~Reg"o~ : LOid ;V~~nFTT~, '1rj Reg,on : Load ,NO'lE ,.()" I 7.0" :roO I ~.o I
"O~Nr~~.~U"T"l~c-, 'I.B"" i H'l~Y~2g : ~,-c '~4.7Tl'~.Q ',).:, I .,4.: I
--o-1l.~~~~-cr: 1~.S I '~U'll.~5 ; '.....,~ "';.<., ',-a ',-0 I 'J./ I
~N'[~2J i '~-6 I 'J-Q I ,,(., I '(.::r ',~.a I '-2~.~.H_'''' '';'~ '1:)-4. 'I,i'" .l....~ I '~I
r2s-;;r.~~.~~~3--4 ! ~4.' i ,~~: '23tl:~'?-e 9"0- ~O.~ ,~-..c I ''2.( I
r:w M.P.H.! J~.5: ".8 . '7~TIl2." ,'J." ! ~~ll:~;.o 8-e 8.~' 9-0 'cr~Tj
Note: io:al 00 ;:.a.~ Wljtr"; = roor'I'I 'N'dtl" ~....s ...'3Il WIdth pjus c..elt',arl9
~w
~ II
~,
0,019" ALUMiNUM COVER PAN OR
CONTiNUOUS AlUMINUM SHEET
-"-
Ii"
#8 X SIB" CORROSION RESISTIVE
WASHER HEADED SCREWS AT 24'
OC, AlTERNATE #8 X 518' SMS
WiltZ' DIAMETER WASHER.
W
TYPICAL INSULATED PANEL
NOTES:
1, INSTAlL RIGID FOAM INSULA-TION INTO ALUMINUM ROOF PAN,
2, lXlVER iNSULA-T10N WITH 0,0145' PROTECTOR PANEL WITH OVERlAPPING SEAMS,
3, INSULA-TION PANEL Sf'.ALL BE CLOSED WITH AlUMIN\,;M END CAP TO SECURE PlACEMENT
AND TO DISCOURAGE THE NESTING OF WILDLIFE ANO OR INSECTS,
4, PROTECTOR PANel WILL BE SECURED BY #8 X 5/8' CORROSION RESISTIVE WASHER
HEADED SCREWS,
5, SCREW PAITERN WIU BE '2" ON ALL PERiMETERS A.'-ID 24' O,C, FIELD ON EACH PANEL.
6, AlUMINUM END CAP WILL BE ATTACHED WITH (3) Ilex112' 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
~~r-?ane's ]
, Opel, B:uIC"Ir:lils --'En~~':;lnQ$ ~
r-wtnr-~I r~::ecC--':"-I:ema-r,g C:;>r.d~- ~ - 'NinC.~ppri'eal ~;r"ang conoif",OI .1".l:1.------1,
I Reg'co Lead !NO~T"1T"T7.olr.o"'-.r.()"'j F:eg'oo ! Load ~-lJTnrTT~'
f1nTll,~~ I.'''~'' I ,.', I ",3 I ,6':TjlO:nr,;>Xj~ll',. i ',0,',' ','" I '2',. I "r:5I
1"11~.~ I''''.''' . ';., i '.:~~.rTll~~.9'" I 9.~1 10., '~.;, f2'"71
r~,py;--~7~7Tl4'lI"'T'3" I ,.', I ,~,1'}1, I" 'O.iJ' I .'. ,,'e, 'O,'iJ' I '2,' I
1,2.V]':K-'5 I 114 ','''', '7~~~25Io\,P,H,: 45 ,e.. ,c,',C; .~ '''~'l
r~;>Xj~~O"-2' '1)'" : ,~~~,~,~ e-i; I .'. I 11,' J
I~n:-r-ranel'
r --op:e-naulldlngs I ~8vtldln~s
I WInd ,Applied I Dverh.\ng ConOJ1Jon WInd r Applied Qvem.ang Conolban
Region I Load ~0'.'F""T.o---r7.{j~:rQ""';T.()"'j Reg,on Load i'JONE ,..,.. z.o- 3.0 I '.0
r-01Vp.H., 17 I ~;--4 "1;'-0 i .,,,,'::T, io-6 "1 -4 I "O'2'1ll'~"2g I n.9 ".'i1 ~"--:: ~.J.Z- I
I,T~V~20 I ',4".. I ',4.3 I ,4~ I 1;,-4 I ..~~P.H. I ~~ i '~6 "C.;' , ..:1 ~2.3 I
~~~.~J-4 i -,.:..'4 ! "-6 is.:' ~ '~,~Xi i 9." '0.' 'C-a ,,-,
I 'i51~.~~7"fT3".Q I ,,) 9 I ',~.7il2nwr.~ -::1:'-<1
rAllV,~~.--r-rr" I "... : ''"'il''i'T.rTT.i~,1>:H, ;0 I 8'" '8.a ;;...
~0li3U' t"sne!s I
I Upen ~uddtl"9S 1 t:f'lClo~d t;)UlldlnQs !
~ ln~p Ie I ~CondltlC>n ,Wind I Applied I (..')yertlang CondItion I
Reg,on Load i1'J~.o"'T7~ r.o-;-.r.o'l Reg,~n Load r<O'.'EiT.a"j7.o I 3.0 4~
02V. ..; 7 I ".::f I 'I"~-~'B'".s I ':s." I '02Y.~ I '3-/ ~J-o I ',4.2"" I i(.'(] i 1~.9"" I
O-V'~~I5""TTlO.~o:l(; I '1.::1 i ,~'O'V.. i ~Z-4 I ,,,<1 ",.n I 'J.':j I ,4.~ I
f12O'l,~ ,,~ I '",. I '~7i1~,P,H, I ., ; '\-5 ""! "'~ i '2"': I 1,r,':
~~~~ I'""'; ~4-6 : ',4.~o-l' i5-6 ,: 16.5 i ~Z5-1.lP,\{, ;1 45; 10'.',' ",.j ".1 I i2'.:;, j 1~::Q
.~j~Z.'i I '3.' I ,~-o I '(.3 1 1:-7 I ,01;{l'l1:-iWl' V-I i ".:;, i
,
~4.J I
'34 ~
'r.ri
Note: iat. roci par-.al Wlatr'l = roon'! ....c:l"i plvs ..."311 oN'Cth ~v:s c'..e~a~
ATTACH SHINGLES TO COMPOSITE ROOF PANEL
WITH INDUSTRIAl ADHESIVE'
(2) lXlNTINUOUS 1/4' LINES PER SHINGLE 4' TO 6' OC,
, CHEM REX.flL PREMIUM !l48 URETHANE ADHESIVE
'OSI. RF'<<I
ALUMiNUM FACING
EXPANDED POl YSi'rRENE OR POL YISOCYANURATE
NOTE: MINIMUM SLOPE 1/4' PER FOOT WHEN INDUSTRIAl
ADHESIVE IS USED FOR ATTACHMENT
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