HomeMy WebLinkAbout00-9405
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BUILDING PERMIT
Permit 09405 '
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CITY OF ZEPHYRHILLS
(813) 788-6611
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BUILDING
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ELECTRICAL
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PLUMBING
MECH~CAL
Sewer Conn
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Property Owner: J . "'" , C\........ e.r
Job Address: -:?9i:J '.J i .t\-e~y~.4. Wn t
ParceII.D,# :2<.(-~~,2t- 005 . t)dClO(). l'To
Zoning: Energy Code: Radon Gas: J I. '~
DescriPtion of Work jVI 0 ~ r lor,," J- <] (q S ~ r 00.""
Water Conn:
Water Meter:
T,I.F.'s:
FINAL Z - <i'..- (!) 1
DATE
NO OCCUPANCY BEFORE C.O.
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
c.o.
City License Registration #
State Certified License#
~6 i-fJ61.f,
"J;r-e y '5 Q""'DXJ..y ~""'
BUILDING ~<1
DATE
Inspector ~~
Permit Fee "] ~ B. f!
..... Signature 0..L~d~_
/ c,/
Company
Address
Valuation or
Contract Price
J~ I qJ%. r~
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p.l~/o? Telephone# 7? g - 3~/ 3
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ELECTRICAL )')! PLUMBING
PtC4""b.
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M
Ftr.
Pre SLB
Lintel
FRM. J"" 23-/:>1 5 R..
Insul. CL
WL
Tp. Servo
Rough In J....2'3 -0 ( S'1l...
Meter Can
Const. Pole
Pool
Pre-Meter
Final
SLB 12-lt-cc> Sf(
Tub Set 1- 2. S-l) I S e
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
Final
Driveway
S t,.Gt:>l.fl..' 'J 1/17/ Of ) ~
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,
J \1+.f;..w",\ .') (~"-'I'r''-\7'-f /\{";'0V.A..
/l--tDC, p....Itl-(11~ i) ~
SQ. FEET PRICE
MAIN OR LIVING AREA
.
OTHER AREA UNDER ROOF lilD 15<.~'=>
OTHER
--.:>
\(~. , 1o/9>()O, 0
BUILDING: /L'--7 s D
..) .
ELECTRICAL: ~(() < ::,.c
PLUMBING: ~
..c<.) -::>
_1 '
MECHANICAL: ,S/If
lJ Z.D 5 C7 - F-t'- RADON: 1/.20
CREDIT: tV I~-
SEWER: .tJ / /r
WATER: J
TOTAL: "b,
T.I.F',S /,J!K
-c?TAL- -::=c .. 2:5 <b , 7$
APPLICATION FOR PERMIT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
"€!E c('! !,s Ii:
(
. r . J.../__~ 010
DATE RIlCJilXVJ:D~' -
PLANS R&VZJilK I'JilJil f '
PASCO PER T SERVIC~
OW~ER' S NAME Jtm <>(.. ~O(l'" 1~_nt1e('
JOB ADDRESS LtJ t- ;2. / :3 ) Am ~ +h j 50 t- ~IJ Of
PHONE
A1~..7AA_~~1.4
LEGAL DESCRIPTION: LOT(S)
BLOCK
PARCEL ID 1# ;<4-;J."-;;ll-0050-{}(X)OO--,;l/30
SUBDIVISION [;JrY\e..rc..Ld POI.;' r
IOB'rAIN FROM PROPF.RTY T~ NOTIeF.l
WORK PROPSED: 9NEW CONSTRUCTION
o ALJ1JITION
OALTERATION
o REPAIR
o INSTALL
OSIGN
PROPOSED USE: ~GL FAMILY LJWELLING
o COMMERCIAL
o MOVE
o DEMOLISH
OMULTI-FAMILY
o INDUSTRIAL
0" OF UNITS
o SWIMMING POOL
D MOBILE HOME
o OTHER
o RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK tvlot-o. !-tome fbrt <>i- Glass ~t70yYl
bIas:'> /2,,,,,- -l Sfcr""'je I :J..."-4V
BUILDING SIZE RII Co.'-po,-t- lLo 1C'1:0 SQUARE FOOTAGE 110<0 70kf
HEIGHT5Ce ;plaiA S
RESIDENTIAL:
COMMERCIAL:
A'r'l'ACH (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 FUR ALL NEW CONSTRUCTION.
~UILDING
/
IB'" ELECTRICAL
~LUMBING
$ cR3/13<6. trO
PERMITS REQUESTED
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE
o FLORIDA POWER
D
W.R.E.C.
o MECHANICAL
$
D GAS
o ROOFING
o SPECIALTY
VALUA'l'ION OF MECIIANCIAL INSTALLATION
o OTHER
'l'YPE OF CONSTRUCTION: 0 BLOCK
o f'Rl\ME
o STEEL'
o OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAD YES
o NO
BUZLDEI\ COMPANY ,Jer-eh"lj!.5 c9~':'7 a.e~,
/ _r?/~ A. STATE CERT OR REGIST "
SIGNATURE ':f'("'-0/~ -~ CrfY PROCESSING #
~****** ****************************************
SIGNATURE
. ~ () - '-'1t(d
COMPANY
STATE CERT OR REGIST "
CITY PROCESSING " 2....7/ ~
JilLECTlUCZAN
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PL_~
SIGNATURE~;t,01 .
COMPANY /p. t:, &/ (
STATE CERT OR REGIST
CITY PROCESSING "
D( .
I L<.""^-b,i~
".;2. ( I 2-
MECHANICAL
**********~*******************************************************
COMPANY
STATE CERT OR REGIST "
CITY PROCESSING "
SIGNATURE
*****************************************...*******..............
OTHER
SIGNATURE
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING "
******************************************************.**....*.*.
..
..
COrmI'l' J ONS OJ!' FEHMI'l' AE'io~I/JAVIT
A. l'I0~l'ICE <),f' /JEE/J m:STIUCTIONS
'I'he 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 with any applicalile deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR HESPONSIDU,I'l'IES
If the owner has hired a contractor or contractors to undertake work, they Inay be required
to be licensed in accordance with sLaLe and local regulaLions. 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 requiremellts may apply for the .Llltended 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 Sectiom;;" 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, ate 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, E'LORIlJA ST^,l'UTES, 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 conIDlencement.
E. CON'fRACTOH' S/OWNEH' S AE'FI/JAVIT
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 indit:ated. I
certify that no work or installatioll 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 Envirorunentally Sensitive
Lands, Water/Wastewater Treatment
"'Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas,
Altering Watercourses
*Army Corps of Engineers-Seawalls, /Jocks, Navigable Waterways
"'Department of Health & Rehabilitative Services, Environmental Health Unit-Wells,
Wastewater 'rreatment, Septic Tanks
"'U.S. Environmental Protection Agency-Asbestos abatement
I also certify that, if fill mated.al Is to be used in E'lood Zone "A" or "A,etc.", it is
understood that a drainage plan addressing a "compensating volwne" 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 cOlmnenced. 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 '1'0 OWN En: YOUR FAILURE '1'0 nEconD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR pnOPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER on AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER
$2,500 IN VALUE DO NOT NEED '1'0 HECOR/J AND POS'I' A "No'rICE OF COMMENCEMENT".
~~
SI~'rURE: O~R on AGENT
STATE OF FLORIDA..-::;>
COUNTY OF 1- asco
The foregoing iristrument was acknowledged
Before me this 3M day of Cltr,-/ , liiI'~
by
- (name of person acknowledged)
~10 is personally known to me, or
~"'~ ~
SIGN~JRE: CON CTOR
STATE OF FLORIDA .~
COUNTY OF r asco
The foregoing ins~ent W~.!t,owledged
Before me this.... {. day of I , 14~
by
(name of person acknowledged)
Bho is personally known to me, or
o who has produced
( type
Ddid not
o who has produced
(type
and Ddid Odid no
of identification)
take an oath
~
of person taking acknowledgment
S
Name typed,
,\""'11)' <;
printe~oA-', \~on#CC790817
~;'...~.~l f x~ires, NOV. 15,2002
~:'~iii'f\.~'-" ':I;,n..,ED THRU
'IDHI' \\....., _ :t.,NDING CO., INC.
Name
t yit~.fl'~'l> r i htieill1llfr B8lvmped
~?rA-~ri'; Commission # CC 790817
~~,~: Exwes NOV. 15, 200Z
~~ii""'&,~ EONDED THRU
""'~I~""'\. .~,Yt~'..";-!!(;OND!NG COliNe.
..
..
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1111111 11111 1111I 1111I 1111I 1111I IIIIIIIIU 1111I IHIIIIII 1111
2000044606
NO'l'ICE OJ!' COMMENCEMEN'!'
Rcpt: 40!5392
DS: 0.00
04/11/00
Rec: 6.00
IT: 0.00
~_________ Dpty Clerk
State of . FlorIda.--
County of
Pase.o
TllR UNOERSIGNED hereby gives notice that improvement will be made to cartain
real property, and in accordance with Chapter 713, Florida Statutes r the
follo.....ing information is provided in this Notice of Commencement::
1.
Descr iption of Property: Parcel No. ;:<1-;{(g - t7? !-OOSO -oOOa:;J- ,;;U,30
1-0 -f c:213 Emerald Fbi;'" f- ,e 1/ ;(€.$orf
(Legal desc r ipLlon elf the pl"operl:y and s tJ:'(~ct address if available)
Gp'I(~"al Ik~sCI-iplioll of Improv(!mclIl Mof-or HorYle. f~r.t-O-Jt\d
F-Io '1'1 ~ R on vn
2 .
JED PITTMANft PASCO COUNTY CLERK
04/11/00 0~:46am 1 of 1
OR BK 4345 PG 1974
3 .
Owncr Information: Name lJfm -{c::LI1Yler
l\ddress 3401 Pyr,-fe ,..[)r, City 2epht-frhi'JlS
III Leresl in Proper ly: Owne-r
State f/ 331J'/O
Name of Fee Simple 'r i tleholder:
( I father thi;U1 owner)
City
state
Address
R 4.
Contractor: Name JereV'hj'S
Address ? O. l30x q&
(] lAoJ (. J-j If ItA. Lrn ,- VI U. r'Y'-J
City (' t~ysf-a..' 5prj\')j-5
State PI. .335;j{'f
..'
5. Surcty: Name
City
State
Address
Amount of Bond: $
6. Lender: Name
Ci.ty
State
Address
7. Persons within the State of Florida designated by Owner upon whom
notices or olher documents lIlay be served as provided by Section
713.13(1)(a)(7), Florida Statutes:
Name
C,Lty
State
J\ddL-ess
8. In addition to himself, Owner designates
o [ to receive a copy of the
Lienor's Notice as provided in Section 713.13(l)(b), Florida Statutes.
9. [::xplrn1.1on d'lt.e of Not.lce of COlllmencement. (the expiratlon date is 1 year
fr'JU\ the date of recording unless a different date is specified.)
O!( c;;;-,.,~
Signature of owne'l? C-~.
Sworn to and sub ibed before me this ,q /.5;-'t- day of mCU1 eL
I
41Jc2(J(JO. . . j
Notary. Public: 7/ ~~/jk'>L-"""-
My Commission Expires I-
LDallv
,r;j1' ~"'" ~lIzanne Bahr
l~A':I!ff:;'acommiss'on # CC 790817
i~{ I ~= Fxpirf'c; NOV, 15,2002
~-:"i~"'" ,.:-' PONDED THRU
'"P,F,Si..' Al L;W; lie BONDING co,. INC,
PC93053048
TO
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ESTIMATED SHIPPING DATE
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PLEASE INDICATE THE ABOVE NUMBER WHEN ORDERING
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QUOTATION DATE
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INQUIRY DATE
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DESCRIPTION
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WE ARE PLEASED TO SUBMIT THE ABOVE QUOTATION FOR YOUR CONSIDERATION. SHOULD YOU.J'L~ AN ORDER, BE ASSURED IT WILL RECEIVE OUR PROMPT ATTENTION. THIS
QUOTATION IS SUBJECT TO THE CONDITIONS PRINTED ON REVERSE SIDE, AND IS VALID FOR,:::; C..' DAYS. THEREAFTER IT IS SUBJECT TO CHANGE WITHOUT NOTICE.
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TABLE 2,11 ""'10' OR TABLE 2,12
FRONT wAll BEAM SELECT L FROM
TABLE 2,3
SkADi~G TYPE II
DENOTES INT. POST MAX. ROOF AREA
TABLE 2,11 ""'10 I OR TABLE 2,12
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SEE SL.AB DEiAllS
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A"CHOR NITH rlEADER Cl-'A'i'iEL
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SEE T A3lE 2,2. 1 AND 1 OR
A.NO I OR TABLE 2.22
SI-'ADi,"G 11'?= I
SEE T ",BLE 22.'
"""C I OR TABLE 22.2
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3' RECEMNG O<A'i~IEL A"CHORS
WITH (3) EIIC" :;!3 SHeET ,~Ei AL
SCREWS AT '2" ON CENTE.~
\'\ID SPA." B::.A.~
SEE SPA." TABLE 2. 1,1 AND I CR
TABLE 2.1.2
POST TO BEA.... SeLECT F?OM
TABLE 2,3
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POST SIZE A.ND SPACING
SEE TABLE 2.2,1 A."DIOR TABLE 22.2
--'<.
--'-.
3-112" 2500 PSI CONCR~ SLA3
WITH 6 x 6 WElDECi WIRE ~ESH
OR FIBER f~ESH CO"CRS'E OVER
VAPOR SARRIER
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ATiACH SHED OR ROOM WALL TO
HOST STRUCiLJRE WI ~14" x 3-1(4'
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#16d COMMON @ ',6" O,C, OR #10 x 3-11'2'
FOR WOOD, A."D #10 x 2,112" S.M,S.
FOR 1'.2" ALUMiNUM A."D #10
x Jo1.12" S,M,S, FOR" x 2" ALUMINUM
ll1E DESIGNS A."O SPA.'<S SHOW'I ON THESE CiRAWiNGS ARc;
BASED ON 'THE LOAD REQUIREMENTS FO'< TrlE FOUOWiNG
CODES:
1) ST ""NCA=<D BUILDiNG CODE 1 S97, CHAPTE,=< 15
INCLUDi'<G ssm ~C-96
2) BOCA ~TIONAL BUilDiNG OOOE 19':,,(;
3) TEXAS DEPA.=<TMEN1' OF iNSURANCC W,NDSTORM
RESISTA.'iT CONSTrtUCTION 1r.3
AL'JMINUM POST A.'<D BENA
'l"'fO....,O LeAD f BLilt.=;~ "t""?'E
SHEA11-1iNG
1/16" OSS. OR 1.'2" ,"\.,(\\,000 '811'1;
ST\.IDS 24' ON ce"'TER OR SiRUCTURAl
GRADE THERMAL PLY 81TH S';\JOS AT
, 6" ON CE."TE,=<
2".4" PRESSURE TREATED PlATE 8111-1
:1ie' . 4-,12" CONCRETE ANCHORS AT
4.-0' ON CENTER
SEE SLAB DE: AILS
NOTES: , A.NCHOR PA.'iS TO HEADER CHA.'iNEL WIT'rl (3) .10 x 11'2" S,M,S, WI WASHER.
2. A.'<OHOR PA.'<S TO ROOF SEA'AS 81TH (3) #10 x 11'2' S,M,S, \VI WASHER,
3, ANCHOR COLUMN TO CONCRETE FlOCR \V1ll1 (2) 1(4' x 3" CONCRETE ANCHORS,
4, ANCHOR COLUMN TO BASE PlATE WITH 1,114" S.S, BOLT
5, A.';CHOR SHEEiiNG AS FOlLOWS:
A PL '(WOOD #Sd COMMON @ 6" OC. EDGES A."O 12" O,C, IN FIELD
B, STRUCT\.IRAl GRADE THERMAL P\. Y PER MA....UFACT\.IRERS RECOMMENDATiONS
OR #6 x '.'14' DECK SCREWS@6"0.C, EDGES A.'<O 12" D.C. FIELD AS A MINiMUM
CARPORT WALL SECTION
95 !.IPH , OPEN
100 MPH I OPEN
12{) !.IP",' OP::,N
" 0 MPH I E.'.CLOSED
TEXAS CONV::RSION TABLE;
MND ZONE
SEAWARD OF I.C'\\" .
INtA."D OF I.cw. .
iNTERCOASTAL WATERWAY
JOB NAME; ::rA N N Ei R..
ADDRESS LoT;).} 3
EM r; RALJ) ?tJl }.) r
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DRAWING FOR ONE PERMIT ONLY
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Si-.ADiNG DENOTES VAXIMUM ROOF
Ai\EA FOR COLliMNS A.NO FOOii.NG
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lARGEST VALUE
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EXCEEDING 12'-0' OR MANUFACilJRERS RECOMMENDED SLOPE
POST SiZE A."O S?ACiNG PER TABLE 2,1,1
A."O I OR TABLE 2,12
KNEE SR.ACES Ai\E '::I.EQUIRED IF POSTS
Ai\E NOT SET IN CONCRETE FooT,NG
NOTE:
END VIEW DOUBLE CARPORT (GABLED)
END VI8N SINGLE CARPORT
/ ' 2" ALUMINUM PA.'1EL ROOF 12
SEE TABLE 2,5 11'2 :.----
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RECEM,'iG CHANNEL
PA." 70 WALL C CHAN,'iEL
(3) #8 x 112' PER PAN
PAN WALL
2" x 2" x 0.044' BRACE FOR
MORE PA." HEIGHT REFER
TO TABLE 2 . 5
\14'0 X ',114' EMBEDMENT
EXPA."SION SOL TS OR EOUAL
DRIVE PINS AT 24' ON CENTER
3- , /2" CCNCR ET E SL4.S
SECTION THROUGH UTILl1Y SHED
L"2
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T Ai3L:: 2,1.2
PA." OR COMPOSiTE PA.NEe ROCF
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NOTCH P()ST TO RECEIVE SEAM
Wlrri (2)3-\/Z' x \/4' rriRU-SOli
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TABLE 2 .2 1 "'NDIOR
TABLE 2 . 2 . 2
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I~'O SCRE,'; SLOTS '1' #
ANCrO~ l' X 2' PLATE TO CONCRETE' ~
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SEAM S?AN
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SEE TABLE 2,1.' AND/O~TABLE 2.12
AFTE.R COM?UTING 'f;,' L.A.RGEST VAlUE
SIDE VI'2N SINGLE OR DOUBLE BAY CARPORT
KNEE 6RACE NOT REQUIRED FCR
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VAPOR ~qIER UNDER CONCRETE
H-aAR OR GUSSET PLATE
2:' X 2:' x ,,1S' ANGLE EACH SIDE
ATTACH TO POST AND CC~CRETE
AT LOAD 3J.RiNGWALL WITrl
(2) :10 X '1'2" S,M.S. EACH SIDE
l' x 2:' EXTRUSION
S?UCE TO SE LOCATED 1/4 TO 113
BEA...... S?AN A.~D STAGGERED EACH
SIDE OF SaF IMnNG SENA
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ASBEA<.,\WE3
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WITrlI14' x 2.112' CONCi'l.ETE
ANCHORS NITrllN 5' OF EACH SIDE
0F EACH POST AT 24' O.C. MAX,
OR i1-1ROUGH A.NGLE AT 24' O.C. w;(.
SELECT FASTENERS F~OM
TABLE' . 6
1.75'~-
~ i
175'~_
1.1,'8' MiN. IN CONCREl'E
d ~ HEIGHi OF BENA
BEJ.M S?UCE SHAlL BE MINiML;M
d . .SO' HEIG""
2 X (d ' ,50/ LE.NGi1-1
SelECT FASTENE~ StZE. NUMBER
A.NO SPACiNG FROM TABLE 1.6
SELF-MATING POST TO BASE AND SELF-MATING POST TO
BEAM DETAIL
CENTER NOTCH POST TO BEAM CONNECTION
TYPICAL BEAM SPLICE DETAIL
ANGLE OR RECENiNG Cl-'^'oNEL
CARRIER BEA.\l
SEE TABLE 2.'.3
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ROOF PANEL SEE SECT'ON 7
-2-
A.NCHeR ?:.R DEi AIL FOR ?AN
OR COMP<'",s[7E ~A.'iEL
SEE TABLE 2 . 3 FCR NL;MSE.R CF
BOLTS A."D SIZE OF ?CST
BEA.M MiD POST StZES SEE
TABLE2,1.1,TABLE2 1 2A."Dl
OR TABLE 2 . 2, " TABLE 2.2.2
COLUMN NOTCHED TO SUIl'
SIDE NOTCH POST TO BEAM CONNECTION
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EACH SIDE OF CONNECTING -'E @
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MI~;MU"" ~ S."".S. x 3/4' LONG NUMSER
REQUIRED EQUAl. TO SENA DE?T11 iN INCHES
EXTRUSIONS W1Trl INTERNAl seRE'''' SOSSES
MAY BE CONNECTED tilTH (2) #10 x ,.tlZ'
INTERNAU Y
MiNIMUM ~ S,M.S, x 3/4' LONG
,NI,;MBER REQUIRED EQlJAI. TO SEA...... DEPTH
NOTE; E:X'TRUSIONS WlTrlINTE,,,"'W. SCRE,'; BOSSES
MAY SE CONNECTED WIl'H (2) ~,o x ',112"
INTER.'WJ. Y
BEA..... PE~ DESIGN TABLE
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 0.060' EXTER.'W.LY MOuNTED ANGLES ATTACHED TO WOOD WALL WlTH MINIMlJM
(2) 3':8' x 2' '-"'G SCREWS PER SIDE OR (2) 1/4' x 2.'14' ANCHORS TO CONCRETE OR MASONRY
WALL ADO (') ANCHOR ?ER SIDE FOR EACH INCH OF SEA...... DEPTH LARGE.~ THAN 3'
(AI. TE RNA TE)
(ll '.);4' x ,.3/4' x '.3/4' X 1,'8' INl'ERNAl. U.{;l!P ATTACHED TO WOOD WAlL Wf1l1 1.41,'1, (3) 3-'8' x 2:'
u.G SCREWS PER SIDE OR (3) '14' x 2.1/4' A.NCHCRS TO CONCRETE OR MASONRY WAlL ADO
(1) ANCHOR PER SIDE FOR EACH ,NCH OF CANTilEVERED BENA DEPTrl LARGER T'r\A."4 3'
,
L".
ANCHOR PEoR DEi AlL FOR ?AN OR
COMPOSITE ,1-.."'10"
SEE TABLE 2,3 FORNL.MBER OF
BOL TS A~D S~E OF ?CST
BEJ.M A.~D POST SIZES SEE
TABLE2,1,l,'ABLE2,12ANDI
ORTABLE2,2.1.TABLE2.22
COlUM,N ,NC,CHED TO SUIT
,. x 21/8' x 0 C44' Cl-^'o~EL
wi ~ x 3/8" ...1 HEAD S.M,S.
@ \ 'IZ' O.C. MAX. 90'11'1 SIDES
(2) ~ x 'IZ' ...1 HEAD S,M.S,
PAP.Al.J..EL @ 'r2" OC. !.\AX.
T11ROUGH \. x 2 1/S' C."'^'oNEL
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ANCHOR AlUMiNUM FRAME TOt/ALl
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"'"
(r ____
11---
,-0
-' - ,-.;-
'3':.::'....-.-.-
~. 1 '~
s,.lj
~ .n
:3 ]. ~
:= ". ~
~,. 3
3' J .3
:3. 'S
::!..u
~ '" g
~';=
~ ~ '.:: ~
"-- w. . -:
. .
'~ " .
~
""
3. X 3' OASE
RAiSED PATIO FOOTING
(2) '2:' X 2. X 't' ANGLE OR (1) U~HANNEL X '1'
ALUMiNUM ATTAChMENT
3-'12' CO,'<CRETE SlAB B X 6 - 10 X ~O WELDED
WIRE 'AE::H CR FiBER MES:--l CONCR::TE
VISQUENE VAPOR aARRIER UNDER SLABS
HAVING STRUCTURES ABOVE
WELL CCMPACTED CLEAN FilL OVER SACRIFiCED
NATURAL SOil 90% RELATIVE SE,'<SITf
CONCRETE FillED BLOCK STEM WAlL
8' X a. X 15. C,M,U,
a' X '2' CONCRETE FOOTING WIT1-i (1) #-5 CCNTi'<UOUS
LOCATE ON IUNDISTURBED NATURAL SOil
(1) #-5 VERTiCAl BAR AT CCRNE,RS AND 1Q'-<J. 0 C.
GALV, MET"'l. STRAP (14 GA X 1')
Ii .~-
~ill:n ,
g 1'1" 3
" =
~ ~
3TT~ .,::::::l
~L!,3 /
g ~I t, ~
I 'i'r' r
. .. ,lJ~' ./
~. ~ ':=1Q' ~ ~ '
NOTE ATTACHMENT DETAILS SHOWN REQUIRE DIAGONAl
BRACING FOR FREE-STANDiNG COVER
PORCHPOSTCONNEC~ON
ALUMINUM CONVENTIONAL CONSTRUCTION
'Z-o. MIN,
BEFORE SLOPE
,./
^
3- , 12.
i
4 - ';'- - -
~ ...,..~~ "
,-.-.,-_..--:.......~,_..;~"-..,-~,.:.-;-:-::......-:-~,.( ,~. '" ""
. -. ~.,,'_.,-,~._, . "i,~,-,r-.,,_.;_.,--I;_..-
~. =:-;=-,.....- 'b72:;:'-:::5Ic::::7t::::"""":=:-=;7'=:;:
"I~~lil::=~
10
.f-8'--,t.
TYPE I
FLAT SLOPE I NO FOOTiNG
0.2'/12.
TYPE I I
MODERATE SLOPE FOOTiNG
2.'12." ".10.
TYPE I II
STEEP SLOPE FOOTiNG
> ".10'
NOTES; " NO FOOTING REQUIRED EXCEPT 'MiEN ADDRESSiNG EROSION EXCEPT FOR EXISTING
SlAB WlTHOUT REINFORCEMENT, THEN TRIBUTARY ROOF AREA liMITED BY TABLE 2,4
2, MONOUl11lC SlABS OR FOOTINGS SHALL BE MIN. 2.500 PSI CONCRETE WIT1-i 6x6-1Qx,O
WelDED WlRE MESH OR FiBER MESH MAY BE USED IN LIEU OF MESH.
3, IF LOCAl aUILDING CODES REQUIRES A MINIMUM FOOTING USE TYPE II FOOTiNG OR
FOOTING SECTION REQUIRED BY LOCAL CODE. lOCAL CODE GOVERNS,
SLAB DETAILS ADDRESSING EROSION
a' X 8' X 16" CONCRETE BLOCK
B' X 24' X 24' POURED CCNCRETE ~AD
(2) #5 BARS (1a' LONG) EAOH WAY
CONCRETE POURED CELLS WI~.., #-5 OAR
(SAKRETE READY MIX wi GRAVEL)
PAD FOOTING
u .
~-:
LJ-,,<
Ja.J--'
"'l.UMiNIJM STRUCTURE FOOTiNG
2500 PSI CONCRETE WITH (') #5 BAR CONT.
MINiMUM 2-1/2. OFF GROUND
RIBBON FOOTING TYPE I
(J ~
~~
~-"<
l-,'2:'~ '
"'l.UMINUM STRUCT1JRE FOOTiNG
2500 PSI CONCRETE WIT1-1 (3) #3 OAR CONT.
MiNiMUM 2,112. OFF GROUND
RIBBON FOOTING TYPE II
....J
<l::
(/) :::l
o Z
w <l::
I ::2
(/) z
~ <.9
(/) (j)
a:: w
w 0
>(/')
Ow
Ua::
o :::l
I- I-
-< U
c..:::l
_ a::
(j) l-
I- (/')
a:: ::2
o :::l
11. Z
a:: _
-<:2
O:::l
....J
-<
.'-
W ~ ~
. f.' N
0- :5 N
on'"'
~- ~ u:
<ll U <c-
C'-z
~o
CllJ>:
(l)~<c
CI:)OD
.... J:
. ~ f-
WllJ:::l
Cl ~
<ll ' OJ
offi~
CllJ'"
<ll~~
Io..~Cll
~ ':2;q
roJ~ 7
...J u .
I /
/ /
v
4
OF
Table 2.1,1:
I Nln(1 Lone ::I
i Appl,e~ load =
I LoaQ ~V!dtTI
I ;
~
!~~
14"
laaC ."'(IOm
;
.
I
a
I
I
I
I
I
i
I '17
"
r----1:l:
I Loat1 WldtTI
;
I
:
I
I
r
~~
~ Il
,
ll"
Loaa Wldt..,
;
~
~:
::
H;
"
Load'~ICHn
5
1Z
Allowable Roof Beam Spans for Ca'1lorts, Patio Covers.
Screen Rooms, and other Open Buildings with Solid Roofs
Aluminum Alloy >OsJ T.o
Wl,'dVH no "1tr'1"'1
1,' I :>q. rL ,.;:II ~q. rt
TTm...:KJ MOIIOW lilt
.,'
.~
;-0
l~O :~j-IH
L~ I ~q. r-L
, .J
?
,;
J . ~ 1
:.=3.
J .)
. "
, -;:1
1. ,
, .,
, "
, '.
]i.,;...,
,1 -iU
,'J .~
1- ,1
0' -4
, 0
:1-:1 I
. .J I
'~""J I
r x -l x o. OJa
:f.: 1 I ~....J,
0-0 ~ (.n
t J.l~~' ~elf ,~a~ng ~am
145 :~r''''\
;;l,j.,l, ~q. rol
,..,
,-0
~ . , ,
,-
d. ,
, .,
,..,
,-
O.
:l"\.;
;1-"
" '. '" -4 ""!
'''' -4 :J -/ 3'. I ; I
=~_. ,5-11 d~ .1_. /.1... I
--:;-. ~ .J .j ( - I ... I ----rs--,
... ~.- ~~ ~----r--I-:;" I
~'-J I I' ,1 I 0 -oj I
1-' I I.J 0-,'; I ~.~
mxV:-U~ r101lQw
T, ,,-oj
,JU .'i1r'H
Jt:;Il ~q, d.
,..,
,~
H
,-
) ~..J
~ "I
, .
.:
~ .v
, '0
0'"
, ..
,..,
~-.;
d,
,-.:, i
~
1*( I
I
~-d
0-
0"')
; -:I
,r,,;",J
,..
;..,
,..,
, ..
0..,
~ I...i .!
,-oj
."
i..,
, .
j --.;.
~~
0' :
0"
0-4
~~ :
..,
:I"U
.,
e ".
~:
. "
0,'
j ""';
,..,
I,.
:~ '.
,..,
. '.
/-11
6'.'0"
Example:
For Z" ;( 4" ;c: 'j 030 x ~,1CO'" Self-S'l1atJng 3eam: 3eam span t-et.......eeli L4=lngr.ts "sa ~cad 'N'c:": to er'.ter :acie
For ~2' :::I:oof ?ane," 2' Cvem",ng: Lead ',t~'ictt'\ = lW = ~Z /2" 2' a.H. = 8', Er,t'ef :acie .:,"': :eft. at 8' ,-ead
aHcwatia span ...nCet reGwired ':ad: ":"'h~s fo('~ \A,P rl wll"1d loac.'1ive ioad. 0( ~7::.1So: Fl 30d '_~ad \'/'\'1Ct.1 =3'.
0"
Ma,,,l1'um Seam Scan 'of:r x 4" x 0 '038" x 0 'Clf = I 11',5" I
Scars co rot ,;rC:I..'daai'';:''1 01 ".(ree brace .1Cd rOriZOr!3lengtn cf ,iV"ee brace ~o a~cyg scars 'or :otal b.ea
spar.s,
~...... J. I iJ
.(.; x. O':Ci:tU rlodow
;, '\,;-,.5
I.... .,:;
.-4
1"-6
j -1
, "
j -.1
: :!
.. ~ I 0.,1
'4 I ~'I
"' .t 4 ;( U:u~ nollow llll
1 t. -J I I i --J
:J0
'il".
;. .,
1-{
'~' ~:.
,1.{
,I..,j--:l
. .,
~::
:J -4
. '.
"
I.,!,,;
. .
. '.
.~
3' -4'
,'./
..
Table 2,1,2:
''Nind Zone ~
Applied Load '=Ii
Load Nidttl
8'
3'
10'
,,'
1!
'J'
14'
16'
load ,'/,dth
3'
3'
10'
1"
1Z
13'
14'
1.
Load Nidth
8'
r - -3'--
1-'0'
r---"l'
I 1Z
I
I
I
,~.
',4'
16'
loa~ Width
S'
3'
10'
".
1Z
1J'
14'
16'
load WI~th
S'
3'
10'
11'
12'
1J'
I
r--
I
I
~4'
16'
Allowable Roof Beam Spans for Ca'1lorts, Patio Covers.
Screen Rooms, and other Open Buildings with Solid Roofs
Aluminum Alloy >OsJ T..
102 MPH I 110 '~PH 120..lPH
17# I Sq, Fl I 2C# I Sq, Fl I 20# I Sq, Fl ,
'x ." . 0,05<)".0, '20" s..r Manng Sum
',6" .11" 1 . I ~ 4 .J .
1 ..: . " ~ .
:41
13.;'
'25 '~PH
,0# I Sq, Fl
'.;"",
~ 2' . ~ ~
',,'.'T
I'..,
",,"
.~
~ (; -1"
;';;'
" ..,"
;4'.'1'
~.:: -:'
1 ~'.' 0"
, ~. 1"
2Co
la'-I~
1,.''.''
~ r .2"
'05 .~
~ ~'- ;..
~ 5 -2"
',4.]'
,,:::, .ir
2'J'.~'
\ Sl'..::'
: a'.,'
';{.,;'
';-.J"
'6.,
',:.. .
23',' ,"
22',~'
Lf.;j
2C'.,'
,g'.~'
'6,Ill
~ d'.Z"
~ S".1 i"
1-W ,'/iPH
)~ I Sq, FL
'...
',1"'''
',,,J
'C '"':l
'C.,: '
; ..,"
,'...
d'. .
, J'.',"
']'-4'
'2.,
, 2',,;'.
',r.QO
l' ,
~ 0'--3"
.,11'
. ".i"
~.-:-~,
'6'2'---!
:5.'- :
1~1
""3"
:3'-3"
'2,"J
~ '3',; ,~.
,,-iJ"
'.T.9"
'0-11 '
;6'-2"
1::./
14'. i ~ .
,4,,:1"
2 ~ '. i"
20'.5'"
~-4
16..,'
:~-3"
'6,11'
;5'~-
',5.3"
Note s:
Abelle scars ''JO not IndlJCe :eng~ of kr,ee brace ~dC ~onzo('~aj 'engtr: :f oe;nee brace :.0 aOc'.e :cars for ~otaj
beam spans
15'.2"
lJ.l1
, ",.J'
1
I
I
'J.J~ I 4~ ~;.,
'Z.10'" I 11'.~C" 1 r.v'
\-:',11'0 Ii'...... I 11,].4'
,. r. 0,055" x 0. '20" Sell '~ating ~am
,'1-4" 'T.\I)" '15"..,
'6',,'0" ',0""
',4".5"
')','0"
\J...J."
'2' .,
'Z'{
1 l' . 1 ~
}".) 1 :4.11
1~.~.' ~4.2H
, ',2"
'4.-3"
lJ-3" I '2',;- I ',n'
,. a". o on" x 0.224" s.,r '-1abng ~am
! 24',10'" 1 -.oJ.
-1"-zJ"~ I
II . 22,1" I NlS' :>,.,"
2,..; ,g--3~ '3'...3'.
20-:" '6'-3" IT"
i3"~ ir.1~' 'S'-i"
:0" "...' ',6'.2"
1;,/ I 16'.2" I ".',
," x r . 0,07, x 0,224" Se,l Mating Seam
27'.Z" .::5.~" 23'.4
25.-3" 22,,"
24' -4" 20',1 l'
13'.1 ~'
'g,:'
: 6' -4'.
'/~
\6'-6"
2'J..:r 2r,~'
22,,, 2C'-3"
2C',i'" 19'-4"
Table 2.1,3: Allowable Spans For CARRIER Beams in a Solid Roof, OPEN Structures
1'02 MPH,'/in~ ZLne, Applie~ Loa~ = 17 Ib,l sq, rt) Aluminum Alloy 5CSJ T-5
Single Self,,'~.llng ~.m. I
I
,.4".0.03<3",,0,'00" I
, x..' . 0.05<)" . 0,120"
!' x r x 0,055" . 0.120"
; , x S" . 0.07, , O.W.'
1 2'" x 3" . 0 072" 'OW"
I ' . 3" . 0 08, , O. )~"
27S
I 2'1,', ,..
32'."
I
Double SeH.Matlng 3eams I 10'.0-
I" B". 0,07,.0,224" 'C.,"
I' x 3".0,07,.0.224" 32'.'G"
1,.3". 0.082". O,J~" I J5'.':I'
I Double Selr M.ting ~am.
2 x 4 Self .'liaUn9 Beam )
added to TopiBo~om 10'","
(,perpendicular 10 Nebst
'x B" x 0,072" . 0.224" 04'..,'
'x 3". 0.072". 0,224.' )~,5'
i fi '17:7:0.-(:3,," x C,~~dU..2"
Notes:
5'.0"
'z...7f'
:0""
~ S'-(..
'3' ..,..
I 2J'.,/'
a'.o"
10".11"
25'.1 j"
23''''.
'2'-0.'
21.''"
2'3.. 1 ~ -.
22'.;-' i
12'..0" I
31'<>"
04'.2"
;:'';;'
inbutary Loalj Wiott'l
10'","
'2'.0" '4."," I 16'.0" I 1B'-O"
Allowatile Span'l"
3',' ," ,.J" ;-,3" r..."
'J'.)'" I '2'.3" ,,..5" 'rJ.;"
'2'4'
'5.'1)"
22 .."
'.
24'.2"
?;-. ~ ~
10'","
,-.\ ,..
.rJ,3"
, '-3"
'J:.- ..,.
,"
'5',,"
,,'
14'.0"
~ '1'.5'"
2'.2"
23'.2'"
14'.0"
22,J'.
~,1'-Z"
2~'-1 ~"
22'..0" 24'..0""
oj.,;". 3'-J"
'1'.3" !J'--J~
1 "-2" 'C" --3'" !
~4'-4~ I ~~"1"
'5'--3" I '4'.1'"
. , '5'-4"
26'-0"
. 3'-3"
2S'..J'.
22',]"
26'-lJ"
2,,5"
23'-;:'
24'.: ."
22".4"
23'.""
28'..(1' I
~ 7"" . 1 ,"
:9''''''
21'.S'
23'","
2S'-a"
ZS'~.'
23-0'
2~'4"
,'..
, 4'~~
'6'.;-
.5',:' ']"::. I '0'"
''3'.5'' I ~T.l~" '0.'1'
21.2" I 'g'~" '6'--1'
I 1 r ~~
'6','"
S'.I'
,. .11'
~O'.} .
. J'-:Z-
~ 4'.S"
!~..
J'. '
'Z..,'
'J.1' .
2 ~'.J~ I
2]'0"
25'-4 .
2:3".2"
2 :'.5'
:C':'
15'.:t
;.,
14'.0"
Tnbutary load Wiotl1
16'"," 1S'-<J" ZO'-o" 1 ZZ-O"
Allowable Span "V
23-';1" 2:'.,' 2~'..J- 2C'.JH
;:Q'-<J"
:2'-0"
25'.,'
2(.;;-
25'.11'
~4'-6 '
:3'.]"
~ /"-1"
'5.';.
JG' ~~
23'-f'
:6',,,
:5 -1~
'a',', ,
2'J'..,"
';-J
Tn buta ry loa d 'Niettl
'4'.0"
15'.0" I 18'.0" , ZO'.o" I ZZ.o" I
Allowable Span'l'
2T .4" :5'.~H :.1'-5" 23'-3"
29'.7~ I 2T."" 25'.S' 2S.T
JO'","
...J
<1:
(/):J
o Z
w <1:
I:?
(/)Z
od (j
(/) Cf)
0:: llJ
W 0
>Cf)
o llJ
Uo::
o :J
i= f-
a:g
_0::
(/)f-
f-(/)
0:: ~
O:J
n.. z
0::_
<1: ~
U:J
...J
<1:
2';',?
3i'.,' I
33,':"
), ;,
2'3'.', '.' :~'.:i
:Z .0"
13'. ~ ~ '.
',."
..... ~' -"
'" I ~I
23'.2'
22.5"
A~\,Ie 5ca(",s co not ;nc~1..<ce ;efl~th :f (~e9 ~(ace Add ~O("lz.crtal e0g...., of !o;[';e"! :;r2ce :0 aCCIfl! spars '')( :ctaj :eam ~::=ars
Viind Zone Conversion: Table is constn.,octed for 102 mph 'Hind zone, open structu, Po P 7 ibs/sqft), !o convert taouiar 'f'alue to higher (more
severe) 'Mnlj zones, multiply by the facton in the foll<:rMng Conve~ion Table:
WInO
I Zone
:--10.--
I 110
llO
1,,:'
14'J
Applleo
Loa~
H
20
2J
2,
~l
l;OflVer.i\on
Factor
,.~
11:3.--
O:~
o,~,
0.1 J
f-
~
W~
a.: :) ~
~..,
~~
....-O'.l.
Q) ~..:
C ~ z
C ~ f
<l) Cl. >
en 3 (
~ J
ill:!j c
, 0
<l)ilj
UllJ
Ci:>
<l) ~ (
L.. ~ '
::: ,,'(
C'Cl >'.
-l,q"
/
I
/ ;{/
f/; ,VAf1
I /SE
, SHEET
L
,
OF
Table 22,1: Allowable Attributable Roof Area per Post for Carports,
Patio Co,<,er"3. and ot.l1er Open Buildings, ALUMINUM POSTS
Aluminum Post
1C'Z ~~M l'O Mi-"rl 1,,0 ~r-''''' 1.::5 M?~ 1Jl.J'tli-'H
I " :"~q. it. lfJ :;J~q rL I ,J .;0 Sq. r-L 4;S :;..::iQ r-L JZ :.;Sq. it.
r ALoHaOie ~oof"rea.n ~quare (eel'er (anoU$LOaC50n i-'ost
I." 1 0.04..4 r10((OW UCTlJSlOn or
,'fInd Load::
Applied LoaO::
~allm'..;rt'l
!"Ie I~nt
l..cad ,n lbs
,,,
1.......b4
" ~o
~ 0::-;:4
'1.,
Mtlg1"it
d."
"'-J
l..o.Jd In l..bs
.;In
, ;Ni.
. :::1':l
j ,:JI
l..oad In LOS
J,~O
....,
11)',"
" 0
r'ltlgnt
, .,
....,
I...,n
" ~OO
" '0
ntlgnt
',[,;~
i,-''j''
1.,0
~
,.
')V
..,
jO
"
ov
,.
:.~ I ';j : ,;;~
.l J .t O.O~ i"'10110W =..x tT\,Silon or
~,
, 1
'01
.,
.c~
,,:: I \,,'~ -n
oa I Q"j ':)1
Co.! I ,,, ...,!
r10110W utruSlon. Alum~num ....110y ~J 1-1)
,;v ,4.0 ,,),
,4
I
I
l I. 1 v.V I \J
,,"'-
~:>V
i~O
.0
I
:>0 I
.l J I. 0,0.4.0
'4(]
,..
.~
Xl
I
Load In Los I
,,0<:' I
'.' -:0 I '..~
" :)d~ I e"
'.~" I ':ll i
Load in l~ ,J~ X J .r: 0.''''0...
.),7J'..J..J 7"2
~.,' ':.JJ ::~
~.1w ,,4
I
I:: I?;::I ::f I
~oll rorrntO . Alumlnu:-n ;"110'1' .)10) ;1.~4
! ,~ ,\A "j4
d~ j d 0':1
O~ I ':J>,J ~
;,~ I 4~ 4\.,1 i
1"<"11 rormed -,,,,]uIMl"lum Ailoy '}105 rl.,4
Id\..I -;--~I ",jd
1.)~ .:;4
"...,
~ ,;4
I ,o.J
~elght
ii......
".":J
,.:~
0...,
~el'~nt
, JI J
Load In Lbs
Jc J...,o
",::::<0
: "'0
I ,~:li
, "
"'1",
,~. 'v
~
1
"("',J
h,;:;l
~J !
x J 1 o....W
(.,;j.J
""
i ~ ';'d ~,
r-Iuted 1'10110W r:.xO'''US1011 . ....ll,JmlnUm ~J 1.01')
00
':'0
00
,0
"'"
, 0
:ov
j'
,II
ou
'"
"
,.
X>
'0
OJ
, ~ ..)
""
00
".JI
ji,J
."
Eumple:
Fi"d ~oot A;ea"~ Area =A' ~~st Soac:f"Ig ='S'. Str..JC~u;'"e ?ro:ec~ior: = \V
A = 5 , iWI2 . O..'i I: "5' = r. W = '2' ano 0 'i = 2' then Area = :os So. c:
For a ,C'.',~" ;<:s\ ar-d ~n ;n,::l..~. 'N,r-d icad -0( 2'3: I SQ. i=t. ;>cst:::-,olCes-n
',j 2" x 3'" x O,~.. H011C".... Ext,"us10r1
2; All ;>cst 51~es !:S\eC :,eiCW ',re 2" ;c: :3"' ~ 'J ~~ 'r-IoHcw Sec:ion
Note:
v-.,tiere ;00 CQ("~ltlors ~lCa:e a pes; ~,e";.'jt o~'o- In a '20 MPH w,n~ ::or,e. a J" x 3" Roii Forrr,~ COlJlJ
~Ci 5E I,;S~ ;e-""-1use wr:e:-1 ~ '$ more ',;-a!"\ 1 C' :all ~ ca" only 5-";000" 39 SF ~ roo( 01"'1 !.:--e C~:"e( '";a('ld, a 3'" x
3" ;:h.;;e<j P~st '....,t:, a ~cs~ tlei9ht of 'C". ,.. can s~opon ~ area of ~28 sQ....are '*~:f area. i"1"\JS deslgl"'! m~st
s-a::sfy OCt:"! Me>;,.,: a.'"'rd area ..eCL.'lremenlS
Table 2.4:
Wind 2>ne =
Applied load =
Existing 5100 on Grade
wit.'1 ur,k.:"1cwn
re-inforteme-nt
150IOu.d Footing I Uplift I
Dim.nsion.... fating (#1
,'.()" X 1'.()" X 1''()'' 520 I
".4" X 1.-4" X ".41 1,000
1'~" X 1'~" X 1'~'1 1,320
'.-3" X '.-3" X T.()', 2,04C
"-3" X 1'-3" X T~'1 2,540
2'.()" X 2'.()" X T'()' 2,040
2'.()" x 2'.()" x 2"~1 3,000
2'~" X 2'~" X 2'-3'1 '.000
2'~' X 2'-3" X J'.()l 4,800
.0
'111..1
, "',
'''0
""
.0
"'"
00
01
'0
Xl
"
Footings. Maximum Roof Area for Carport Posts
lCl.',\?''i
17 ::;Sq. FL
1'.0 ',\PH 120 :~P" 125 ',\?'i
20 ::JSq, FL ! lJ ::JSq, c'_ I 25 "'Sq. FL
2'J
17
15
13
Max.imum At'.ributabie Roof Area in Square Feet
30
59
i7
120
'50
, 55
'S<4
270
102
127
132
165
230
275
25
50
22
43
57
89
111
1 :5
',43
200
24D
20
3a
6Q
51
78
98
102
127
177
212
3:4
."~otes:.
Isolated Foo(Jf19 is a pooreO c~c;e:e re-c~an9r..Jlat soli('j (Len9th x \Vidtn r Veolh)
Slab on 9rad~ must ~e new 0( in gc<.'<d condlt:on
14il .',\?'i
02 "'Sq, FL
10
;6
31
4\
54
80
83
103
144
172
Pre~ast Block Footing
Pre-cast fOOtln9 ~locx ( ~ 6. x , 6'" x 4") at '::4.'" below grade WIt:' 80'# bag ,re.mix concre~e and oacxfiJ:e-d to
grade.
Dimtnsicns
Uplift
Rating
#)
1,734
1,419
1,904
(1)SO # Bags
(2) 80 # Bags
(3) SO # Bags
Maximum Attributable Roof Area in Square F'eet
102 87 76 67 S4
107 g, 79 70 57
\ 1 2 95 83 73 50
Table 2,2,2: Allowable Attributable Roof Area per Post for Carports,
Patio Co,<,e~, and other Open Buildings .ALUMINUM POSTS
'Wind load ::
ApPI,.o Load =
~axlmum
Alummum Post
102 MPH I '10 MPH I '20 ',\PH ':<5....?H ,4il MPH
: 17 :liSq. FL ! :<0 "'Sq. Fl I 2J "'Sq. FL i :<6 #JSq. cL II #JSq. Fl
Allowable ~oof Area In Square Feet for Vanous Loads on ~ost '
J.' , l" , 0.090" Hollow Extro.Js<on ,Aluminum Alloy 5053 T-5
:.j(j; (.;~ ~.:., i ~~
do~ ,~4 ,'J;l I:)\.(
I Height
l--rr":l ;,.,
" j, i ',,)
" ,tu
1/ .le
l~ad In lb.
0: 54
J 000
J.'...~4
2 .5<3
loa d in lbs
",,11i.
, :04
~"
J,Ui.4-
load in lbs
S;,,J 1 (.
'::l,;,0-4
',4..>"
4J I 4
~~
I
I
I
100 11 J I .. I d 1 I
J", J", 0.125" Hollow ExtruSion. Aluminum Alloy 5063 T-3
4.ij I I :.;..10 Jo4...I~ (..'JO
Jo4...I~ I ('~;I L(..~ 1 ;1'-,
"J' I LI..'(.. i ~ I~'
1 j Ij I 'I ~', . J 01 )', 'J
,.. X '" X 0,125. Hollo.... Ex trus< on , Aluminum Alloy 60SJ T-5
;":'0 4{)o 4<...; .;:.d
4" ..:A~ ,j"..4 ,,~::t
J[j 41 i. l..:tO bJ~
'''~
liB
i )1
OJ 1
'II':)
.0
01
He'ghl
'I J-1
, 0"
1" ..
LO'.,
H.ight
1:'.;1'
'10-'
41.J
LJ -i3
'" 0
,'"
I.:.Q
"
2'001
" d
Lv
1(..1
,,~v
"C4
1 ~ (
SUlel Post
L_~nd load =_ -'-'-:02 __.PH \10 M?H '20 MPH 125 ',\?H '4il MPH
I Apolied Load = 17 ",Sq. Ft 20 IIISq, FL 23 "5". F:. i 25 #.ISq,"L J2 "'5'1. Ft
MaXImum Allowable rtoof Area in Squ4re Feet for Various Loads on ?OSl
Helgnt Load in lbs J" X J.' X '4 Gauge Post,.6 1<,5.1. Steel
'19-'U ~O,u::oJ :O'j~ I :oJ.J 4..)1
.,;, -:J t ,4J{) ~Jt I ..lio:. .,;".;
4J-~ 5,o..)~ J..:2 j .:.B~ .:.4:::
(..J -:I 4,'; i , 1.:'1 I "1";1 I I:l'IJ
Height load in Lb. J" X J" X 11 Gauge Post' 41l <,5.1, S:eel
i'~-d I~.~IU ~,;4 I i~4 ~;;lij
-t.' -I 11,tjU C:;N I ~I ,1U
23-<> O."U ,,,3 I "'" 0'>0
(.::-':1 o.~ 4..C'':l I ..i4J I ,)\.N
Height load in lbs 4" X 4" X l' Gauge Post. .IlI<,5.I. Steel
".,~ 'i,':)~ 14.4 ~J.J :~
2g.j -3,..):,.0 :J:>IJ 400 4......,
J"-",, 1.'~ 4.:.1 ,,>':;0 Ji'
'3A -d ,.~ ",,4 (.1 ~ ".;~
0<;1
j ,4
"00
0"
"',,
~JQ
,,~
l..1I
:J ~ u
4';oQ
4~1
"",
JOI
,~'J
,,'::~
" 0
"-:,
J';;~
.><Ju
i.~L..
1..' ~
do
"i L
I',"
Table 2.5: AJlovvable Spans I Heights for AJuminum Pans
Utility Shoo Roof or Walls
1-1/4" ~ 12" X 0.026" Panel
Wind Ovemang Condition
Region NONE 1'.<J" Z'::;"
102 M.P,H. r -4- T.T 8'-4"
110 M.P.H. c.,. 7'.<)" T'1':1
120 M.P,H. 5'-4" o.T r J;'
1.114" l( 12" l( o,on" Panel
Wind
Region
102 M.P.H.
110 M.P,H.
120 M.P,H.
0v1! rha ng Condi ti on
NONE l' .0" Z' .::;"
8'-," 8'-4- 9',',"
7 J;' T.9" 8'..;;'
6',1 '"
7.3"
f: ..J'
1-11Z" ~ 1r l( 0.026" Panel
W1NO Overt'.ang Condition
REGiON NONE 1''::;'' Z''::;''
102 M.P,H. f:.S- 8.-5" 9'-4"
110 M.P,H. 7," 8'.{;" 8'.9"
120 ,'vI.P,H. 7',,"3, 7..;;' 8'.3"
1.\12" l( 12" l( 0.032" Panel
Wind Ov1!rt'.ang Condition
Region NONE 1'.0" Z''::;''
102 M.P,H. 9'-4" 9'-5" 10'.1"
110 M.P.H. 8'.,' 8'-10" 9'.5"
120 M.P.H. ,.,," 8',3" 8'.''''
3" l( 1Z", 0.026" Panel
Wind Overr.ang Condition
Region NONE 1'.<J" I 2'.<J"
102 M,P,H. 13',"" 14',1- I 14'J;'
'10 M.P.H. 12',10" '2'-"" I 13'.5"
120 M.P,H. I 1,..11" I '2',," I 12'.T
Ro::>m Roof Panel span ='W' as s~ on Ora'Mr<;s
Note: To double span il'lStall 2" X 2" x 0036" ExtrJsion at Mlcspan
3" l( 12" l( 0,032" Panel
Wind Overhang Condition
NONE l' .<).. Z' .<)"
15'-5" 15'J;' 15',),,,
14'-2"
14'.9"
14'-4"
13'-3"
'3'S'
13',10"
Table 2,3: Schedule of Post to Sum Size and Number of Thru.Sotts Required
Aluminum Alloy 506J r..o
S..m
Site
r x )'" x 0,050'" i-1011c...... 'i"'llt
t' 1 .'" I. Q.~SO- Hollew
;:- x .~ x 0.0>.5" 1 0,'00- Self ~.ltlI"H;I ~am
T.t S'" I O.DSO'" x 0,']0" Self ,lJ,'Li/"li' eeoim
r x r x O.OSS~ x 0.'20- Self t..,Iltln~ Seam
r x S" J: o,on'"' 1 O,~4" Self ~ltln9 ~lm
r X ," X 0,072" (0.2;:4" Sell .'I.On9 Sum
r' x '7- x Q,eel" I 0306" Self Matlr'lQ ~am
MlnllTlum
Post Site
) J-l ).., O,VSO- S'~1I0Potd
1).01 J"x O,O-SO" S'.llIop..d
I ).'x J"x O,:<<'l'" SC.1I'oped
! J".( J"x 0,06{)" S,.1I0potd
I J- I )" I Oo<}J-
)"1 r x O,~J"'
J" ( J" ( 0.12,
J" I. :r x 0,125"'
Table 2,6.1
Wind load
Applied Load
L~ad WiOtrl
16"
,4-
load Widt:h
r- 16"
i <a-
I Lo.d W,Oth
I 16"
.24"
Load 'Wiatt!
16-
1.4-
iable 9.3:
-j
I
I 7hf'\,j-aol~ ~ \..=0'" ',~ 1
\14~ . Jia" ~
Allowable Stud Heights
Utility Sheds Framed With Hollow Aluminum E;t:lrJs;ons
6063 T-5 Aluminum Alloy (Fb = 15,000 psi)
! load Cond'Oon
i \C2 M.R." '10 ~~.?H I 120 M,P.H 130 M.P.:" 14il ~.R.H
I '9 # { Sq. cL 23 # {Sq, FL 1 25 4{ Sq. Fl 29 # { Sq. Ft 16' i Sq. Fl
I 2" x r X OOlr HOllOW Extru,.on
i '",,. 8'.'0" 8'''''' i 7'" '" 7 .'
r.',," T..J'" :.\O..! 0.5" 5.S"
2- :t r x O,O~6'" HQllow U'oiJSlon
, C',2-
2',3"
?'.,;'"
8'.0"
7'-4'.
7"--:l.'
~ ".
~ ~ '.' ..
2'" :t r x. 0,044" Hollow utruSlon
\0'.'. '" -;.' I 8',""
8',3" ,-. I T-l-
Z" I; r x. 0,05S..r1ojlo...... E.xtruSlon
~"'L ..
~ 2'. '; '"
'0',',1"
8',...,"
\ C" -4.'
3"-'0"
8,;"
;'0' :..
c';'
i'.2'.
Self-iapping and Machine Sc;ews AJlowabte Loads ienszle
Sll'ength 55.000 psi; Shear 24,000 psi
Allowable Loads On Screws And Bolts
(As Recommended 8y Manufact\Jrersl
S~~e'N Diameter
:::-8
.~ 0
.12
1114
'14'"
S. 16-
JiS"
Single Sheaf.
(Ibs,)
3JA
4' 8
5i6
i~-4.
751
, ,253
Double Shear ...
(lb.,) Withdrawal (Ibs.)
soa '67
836 209
~,'S2 25a
'..:;;8 :;';7
"" 360
2.5V5 52'S
3,:-'0 929
Wood lag Screw Loads
Using Southern ?in~ S.G.. 0.S5 or Equivalent 1~"2"" Thickness
1.~8
Concrete Scrt.......s And SOltsl" Conc.ret~, Bnc,l( or C,M.Uo
(E:-ncedment Must Be . Minimum 011,1/2"' Thickn.ss With 1,1{4' From Edge)
I 2.000# C<>ncrete 3,000# C<>nc:e:e
1 Tension lbs.
I 757
I
I
Scaw Diameter
114"
SI'6'
Ji8"
SC~t'~ Diameter
1""
Sl16'
JiS"
2',0
240
355
.80
624
7'2
, ,C57
Shear
319
S18
1<<3
, i7S
iension (Ib",l
825
Shear
j,52
\.184
3Se
t ;C3
\ ....3
Aluminum Rjvets with Aluminum Mandrel
Screw Diameter
1/8"
Sin"
3116-
Tension (Ibs,)
'29
Shear
1 ;5
, 67
253
375
Aluminum Ri....ets witt1 Aluminum Mandai
~€2
Screw Diameter
11S"
Sin"
31 16"
Tension lib.,)
210
JAO
"'5
Shear
325
430
720
S'ngle Shear Sc~w. Fy = 35 ,40 I< s I y,ekl Slr""...,h
.. D~b[e St-,ear SC;e-NS Fy ::. 50 . 54 k S I Yleid Stren.;t~
- AJJ carrel ien9ths. Cell,..S \....Oo,.;5\f1al Quality Use maf':vfacturers Qr'D ral"ge ~o matC"l tOlal 'Nail
t:""QJi€SS of COl1nec~n Use Cf';art To Seiect see'""" U S r1vet SuC:stllut<:ln o( 30C."1Q(
SOe-:.:1'iC.a(~('IS I" drawl"~$
(j)
o
ill
I
(j)
~
(/)
a:
w
>
o
u
o
i=
<
Cl..
(j)
f-
er::
o
Cl..
(""
::::
u
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0..
~~
~
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C
C
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ro
ill
Q)
o
c
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I-.
~
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)
SHEE
OF
PAN ROOF ANCHORING DETAILS
EXISTING TRUSS OR RAFTER
SEALANT
HEAflER (SEE NOTE BELOW)
#i3 x 9116" S,"'.S, (3) PER PAN
mo (1) AT RISER
#10 x '.112" S."'.S. (') PER RAFTER
OR TRUSS TAlL
ROOF PANEL
#10 x 314' S."'.S. AT 12' ON CENTER
#8 x 9116" S.M,S. (3) PER PAN
AND (') AT RISER
AL TEHNATE CONNECTION:
#8 X '.1/4' SCREWS (3) PER PA.N INTO
FASCIA TI;ROUGH pm SOXED END
EXISTING FASCIA
ROOF PANEL TO FASCIA DETAIL
/
//~ / /
//I"r7)-//
",'l.'~~
/ '/' .":,, i
,1./, LU'I-~
-1/1 ~~.r
://;" :~
>>~~
HEADER (SEE NOTE 8ELOW)
#8 X 91' 6" S.M.S. (3) PER pm
AND (1) PER RISER
FOR MASONRY USE 114' X '.1!4' TAP-CON
ANCHOR OR EQUAL AT 24' ON CENTER
F\".. \ t, ."'':'':' ""..:: #1~ '( 1..1/2- S.M.S,
'JR 'f;000 SC22NS ~T 12' ON CENTER
ROOF PANEL
#8 X 9116" S.M.S, (3) PER pm
AND (1) PER RISER
EXISTING HOST STRUCT1.:RE;
WOOD FRA'AE. MASONRY OR DTI;ER
CONSTRliCTION
ROOF PANEL TO WALL DETAIL
NOES: ROOF PA."ELS SHALL BE ATTACHED TO TrlE HEADER WITI-i (3) EACH #8 X 112"
LONG CORHOSICN RESISTANT SHEET 'AETAL SCREWS WITH 112" WASHERS,
ALL SCREW HEADS SHALL 8E CAUU<ED OR SHALL HAVE NEOPRENE GASKl:'1
BETWEEN TI;ENASHEH AND 11-IE pm,
PA.'t RISS Sf-<ALL RECavE (1) EACH #i3 x 1/Z" SCREW EACH. 11-IE PANS MAY BE
mCHORED TI;RQUGH 30XED PAN WITI-i (3) EACH #8 x l' OF 11-IE ABOVE SCREW
1Y?ES "-NO THE ABOVE SPECIFIED RIB SCREW.
~L
/~/> ~
\.
--;;:..q,
PANW- - -
c>
r---
"'....
.'"
""
l' FASCIA (M,NIMUM)
BREM FORMED METAL
SAME 11-1ICKNESS AS pm
(MINIMUM) ANCHOR TO
eASCIA AND Ria OF pm
AS SHOWN
#i3 x 3If SCREWS @ 6' O.C,
I
I
#i3 x'l2" SCREWS @ 6" O.C,
i
!
---
_ _I
~
HEADER (SEE NOTE 3ELOW)
#8 x 9116' S,M.S. @ 8" O.C.
ROOF PANEL
FOR .MASONRY USE 114' x 1.114' TAPCON
mCHOR OR EQUAL @ 24' O.C.
FOR WOOD USE #10 x 1.1/Z' S.,M.S, OR
1"1000 SCREWS@ 12: O,C.
EXISTING HOST STRUCT1.:RE:
1"1000 FRAME, MASONRY OR OTHER
CONSTRUCTION
ALTERNATE ROOF PANEL TO WALL DETAIL
NOTES: ROOF PANELS SHALL BE ATTACHED TO TI;E HEADER WITI-i (3) EACH #8 x 112'
LONG CORROSION RESISTmT SHEET METAL SCREWS WITH 112" WASHERS.
ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET
3E1WEEN 11-IE WASHER mD 11-IE pm,
Pm RJBS SHALL RECEIVE (1) EACH #i3 x 1rz' SCREW EACH, 111E PANS MAY BE
A.NCHORED 11-IROUGH BOXED pm 1"11111 (3) EACH #8 x,. OF THE ABOVE SCRE'N
1l'PES AND 11-IE ABOVE SPECIFIED RIB SCREW,
COMPOSITE ROOF ANCHORING DETAILS
./
EXISTING TRUSS OR RAFTER
#i3 x 9116" SMS SPACED AT
8' O,C, B011-1 SIDES
ROOF PANEL
#10 x '.112' S,o,(,S, OR WOOD
WOOD SCREW (' ) PER RAFTER
OR TRUSS TAil
#10 X 314' $,M,S. OR WOOD
SCRE'N SPACED AT 12" OC.
#i3 x 9116'" SMS SPACED AT
8' O,C. BOTI; SIDES
EXJSTiNG FASCiA
ROOF PANEL TO FASCIA DETAIL
0/----
"~i ...---:; - -..; .-
/ A'''.:
I ~ 5~
'" OJ
/ /, '------ ~~
/ /I '------
EXiSTING HOST STRUCTURE
1"1000 FRAME. MASONRY OR 011-lER
CONSTRUCTION
#i3 x 9116" S,M.S, SPACED AT 8'
ON CENTER BOTrl SIDES
c~
FOR MASONRY US.. 114' x '.114' T.\.PCON
mCHOR OR EQUAL ,\T 24' 0;' CENTER
FOR 1"1000 USE #10 x ,.1/2' S.MS, OR
WOOD SCRENS AT 12" ON CE,'f,'ER
ROOF PANEL
#i3 x 9/"16' S,M,S, SPACED AT 8"
ON CENTE."\ B011-l SIDES
NOES:
ROOF PANEL TO WALL DETAIL
1"1000 STRUCTlJRES SHOULD CONNECT TO TRUSS BUTTS OR 11-IE SUB-FASCIA
FRAMING WHERE POSSlaLE ONLY 15% OF SCRE'NS CAN 8E OUTSIDE 11-1E TRUSS
BUTTS. SUB-FASCIA mD TI;OSE AREAS SHALL HAVE DOUBLE A.'ICHORS
ALL SCRE>VS INTO 11-IE HOST STRUCT1.:RE SHAlL HAVE MiNiMUM ,.1/4" WASHERS
OR SHALL BE WASHER HEADED SCREWS,
HEADER INSIDE DiMENSION SHALL BE EQUAL TO PA.',EL OR PANS "1M. 11-IE WALL
TrllCKNESS Si-'ALl. BE THE 11-IICKNESS OF 11-IE AlUMINUM PAN OR COMPOSITE
PANEL WALL TI;ICKNESS, HEADERS SHALL BE ANCHORED TO THE HOST
STRUCTURE W1TI-i ANCHORS APPROPRIATE FOR TrlE MATERiAl CONNECTED TO,
~E ANCHORS DETAJLED ABOVE ARE BASED ON A LOAD FROM '20 M,P,H, FOR
sac SECTION 1606 FOR A MNGMUM POSSIBLE SPAN OF 11-1E ROOF PA....EL FROM
111E HOST STRUCT\.I RE,
1-- ' 6"
UJ
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f-
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tt
f-
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f-
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-'I \ j\
J
~------ ,
~
~ ~li.
~ I \( '\i~
~ I (, Ii
N IV \! I
-' \
/'
10-
#8 x 1rz' ALL PURPOSE SCREW
@ 12" OC,
r
BREAl<FORM FlASHING
------~---~
I
I i
.I / I
~--1
3' COMPOSITE ROOF PANEL
SEE SPA.'t TABLE
FASTENiNG SCRE'N SHOULD BE A MIN,
OF l' BACK FROM 111E EDGE OF FlJ\SHiNG
I
I
1
i
i
ALTERNATE DETAJL FOR FLASHING ON SHINGLE ROOFS
1. FlASHING TO BE INSTALLED A MIN, 6'" UNOER TI;E FIRST ROW OF SHiNGLES
2, STmDARD COIL FOR FlASHiNG IS 16" .019 MIL COIL
3, FIRST ROW OF NAlLS Will HAVE TO BE REMOVED TO INSTALL FlASHING PROPERLY
4, FlASHiNG WILL BE INSTALLED UNDER TI;E FELT PAPER WHEN POSSIBLE
5. HEADER WILL BE PUTTY' TAPED mD CAULKED EVEN TI;OUGH FlASHiNG IS TO BE INSTAlLED
6. IF 11-IE DROP FROM THE EDGE OF 11-1E SHINGLE DOViN TO 11-1E TOP OF THE HEADER IS MORE
THAN '" TI;EN THE DRIP EDGE WILL fJAVE TO BE SROKEN TO CONFORM TO TI-iIS DROP
7. WHE.'t USING FlASHING 111E SMAlLEST SIZE HEADER AVAILABLE SHOULD 3E USED
12"03 MIL. ROlLFORM OR S' BREN<fORM IS BEST SUITED FOR HEADER SINCE IT KEEPS
TI;E FlAP LIP OF 11-1E HEADER BACK FROM 11-IE EDGE OF 11-IE FLASHING
8, WHE.'t SEPARATION BETWEEN DRIP EDGE mo PA.NEL FlASHING IS REQUIRED
112' SEPARATION MiNIMUM
9, STRIP SEALANT BETWEEN FASCIA AND HEADER PRJDR TO INSTALLATION
PAN ROOF ANCHORING DETAILS
SEALANT
IF- PA.'I HEADER
(aREM-fORMED OR EXT,)
, 1;- #i3 x 9-16'" S.M,S. (3) PER PA.N
;-r- &::-- AND (1) AT PA.'I RISER
!
RIDGE CAP
HEADERS A.'ID PANELS ON
B011-1 SIDES OF BEAM
FOR GABLED APPLICATION
\.
~
I
I
I
4-
I
i
.., "<S.M' 1" "'''''" . /
AND (1) AT PA.'t RISER
#8 x 9/16" S,M.S. (3) PER PAN
ALONG PA.'I BOTTOM
\_ PA.'I OR COMPo ROOF PANEL
AL TERNA TE CONNECT10N:
#i3 x ,.\14" SCREWS (3) PER PA.N
iNTO BEN~ 11-1ROUGH BOXED
END OF PA.... AND HEADER
ROOF PANEL TO BEAM DETAIL
~
I
ROOF PANEL (PER TABLES)
SECTION 7
NOTE;
WHE.'t FASTENING PANELS OR pms TO
WOOD PlATES SCRE'NS SHALL HAVE A
MINiMUM EMBEDMENT OF l'
FOR COMPOSITE ROOFS:
#10 x (\.1/2") S,M.S,W111-1 1.'14'
D:AMPER FENDER WASHERS
@ 12' O.C. (LE,NGTI-i = PA."IEL
TI;ICKNES$. ")@ ROOF SEARING
ELEMENT (SHOWN) AND 24' O.C. @
NON-aEARING ELEMEm (SIDE WAllS)
li-
FOR PAN ROOFS:
(3) EACH #S x 112" LONG S,M.S,
PER 12' PMEL
SUPPORTiNG 3EAM
(PER TABLES)
ROOF PANEL TO BEAM FASTENING DETAIL
(1) #i3 x 112' 1"1111-1 HEAD S.M,S.
TOP OF EACH RISER
BOX HEADER
BEAD OF CAULKiNG ALONG TOP OF
BOX HEADER
/~
r
#10 x '.112" WASHER HEAD S,M,S,
11-IROUGH BOX HEADER 12' O.C,
Imo HOST STRUC1lJRE
ROOF PA.'t
NOTES:
1, WHEN HOST STRUC1lJRE IS MASONRY
USE 114' x 1.1!4' DRIVE PiNS OR
114' x 2.114' 11-1UNDERBOl TS
2. FASTE"< 11-1E EXISTING SUB-FASCIA
TO RArIER TAJLS FiRST 1"11111
#10 x 3' S,o,(.S.
(3) PER ROOF PAN #8 x 318"
wi HEAD S,MS, O.C. Imo BEAM
(3) PER ROOF PAN #10 x 1'1"1111-1
S,M,S. TI;ROUGH ROOF PA.... A.NO BOX
HEADER O.C, INTO HOST STRUCT1.:RE
PAN ROOF AND BOX HEADER
FlASHiNG 0.024 OR 26 GA. GALV.
~
!
2'x 2'x 0,06" x BEAM DEPTH
.4' ATTACH ANGLE 'A' TO
FASCIA WITH 2.318' LAG
SCREWS AT EACH A.NGLE
MIN, 2" x 3' x 0,050' S."',B.
(4) #10 5:I.1.S. AT EACH A."IGLE
EACH SIDE
I
+
I
A = IVlD11-1 REQUIRED FOR GUTTER
B = OYERJW<G DiMENSION
@
@
@
:
I
BEAI... TO WALL CO/'<NECTION: >"- A ~
(2) 2" x 2" x 0,060" EXTER.."W. Y MOUNTED A."IGLES ATTACl-<ED TO WOOD WALL W1T11 MINIMUM
(2) 318" x 2' LAG SCRElVS PER SIDE OR (2) 1/4' x 2.114' CONCRETE A.NCHORS TO CONCRETE OR
MASONRY WAll ADO (1) A....CHOR PER SIDE FOR EACH INCH OF BEAM DEPTH lARGER TriA'I 3"
(ALTER."lATE) (1) 1-314' x 1.314' x 1-314' x 1IS'INTERNAL U-CUP ATTACHED TO WOOD WALl W1TI-i
MIN, (3) 318" x 2" LAG SCRElVS PER SIDE OR (3) 1/4' x 2.114' CONCRETE ANCHORS TO CONCRETE
OR MASONRY WAll ADD (1) A.NCHOR PER SIDE FOR EACH iNCH OR CONTllEVERED BEAM
DEPTrllARGER TriA'I 3"
I
I
RECENlNG CHANNEL OVER BEAM l
ANGLE PROVIDE 0.060' SPACER i
AT RECENlNG CHANNEL A.NCHOR
pOlms. (2) #10 x 2-112' S,M.S,
AT RAFTER TAILS OR 2" ON CENTER
MAX. WITH 2" x 6" SUB FASCIA
! i 0
! 0
~
NOTCH ANGLE OPTIONAL
MUST REMAlN FOR ANGLE
STRENG11-I
2" x 6'" SELF MATING BEAM W1TI;
(4) #10 SHEET METAL SCREWS AT
EACH mGLE EACH SIDE
CANTILEVERED BEAM CONNECTION TO WALL AND FASCIA DETAIL
....J
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12"
12. WIDE x VARIOUS HEIGHT RISER [INDUSTRY STANDARD] ROOF PANEL
Tabie 7.1.1: Allowable Spans for Industry Standard Riser Panels for Various Loads
AlumlOum Alloy 3105 H,14 or H.25
:"""'1.T)'rllT1:0 uw ~ser Pane's
upen Buddlngs
Nlnd : Applied r----~r...ondltlon Wind
I Heglofl i Load ~om:1"'""-u-r-T-u-r-j~ Region
,--,c'ZV.?rl. I 17 ~.J :s--:~~~-, 1C;Z ~.~,rl.
-n~V:?"Ki2o I ~'':I ?2 i I ~n--:-t:nil1a M.P.H.
'l,O-q,~2J ,.~ :l-;j I f:).i' d.i :lI.~2a MY.rl. i
,~?,H.' 26 :.., :l~~~U:-'1:;r--n~.p.H. I
14.z:r~?"KiJ2 ~., '.',' 5.1! I -f 'T.~ M.P.H. i
=.t'Iclosed 3ulIclng'S i
I Aoplied i . Qvemang CondItion . '
Load I~~..;) , .oJ . :r~.;r:
~O I 'oJ o.J I -0 I 1"":' I
J5 4.~ 4.',\0' ~." '-:I i :II"
41 4., '.-: ~~ I .J d".~~
45 : PC 4-4 :T_r ~.',~ I,
:>6 J.fj J.',' :l.j ':)." I 0-" I
~2""l-O:-O,,5 KJser r"'anel$
upen Buildings I cn<:losed 3ullolngs
I~lnd I Applied I ~l...<lndltJon-.-J WInd ; Applied I o-.'e,'i"ang CondltJon
~ Re910n I Load ~~ 1..;)" . r~T~..;)" I Re910n I Load ~E I 1.1)' .-I)" i J'-I) 4..;)"
'lti'l,~/'~. ~~.I 3'-4 . !~ i.-:..:~Q"i '!02M.?H_. 49 I ~ 5.~1 ~~ 1-'3 I
.~~.' '~:'-:'" I....' ~ ~..I "~~~.~_ J~ :l'~ :l..... -:r~ :~7"
jl7O'l.7RI'::r--p~o-:rl'~?~~~'--~{'" I ~-r :l" 0.2 I i-~7.1""
il3V.~~ -~~J17".r-~~2~~14""~ 4. I o.~ ~Tr:
~.~r---'-~--d I 0-3 I ':f...... -i. I 140 "It.?M. I 56 I 4~, I 4-? ~-6 .j 3.~'
".1,4','( 12"','( O.~~Panels
vpen 8ulldlngs l:l'lclosed 8ul,Cllngs
"flnd Applied; L,'-'eman9 \,..ondrtlon Wind . Applied! r.Jve.'T1ang C:ondltlon
I R~~ion Load ~~c--r-~~~~r Region I LJar1 ~..:; z-::r 3'-0 4":"
~rv:P,H.,.... 3.' ~4 ~.' i 'G".., ',i -, 10, ,"'.?,rl. I i9 o.J! O~ I-~ j-;j '\,,1-.:;
, 1~O ~.?rl.; 20 I ~7-3 ! a-c' I ~.( 'i::"I~' ,1TO-1l:p.rl. I J.5 I ;-0" I ~.',~ o. 01 3'".3 :r-~:;
jl"2~~.r'.rl.: -zr-r-n, (.j 3"~~~~~P.H.1 41 :>.]"" ,-, 0'/ (." ~-I
:,:-,v.?r-I.o ,,5 5'" 0-;", ,.6 I 3.', r:riU~ MY.H_ I ~ 4.1' :>~ 0-;' I.Hl :r.,
'40~,P.rl. I 32 ;.',i o.J T-" 3.;,; V""'l"~.~56 4"':) 4.',', :::-11 v:-r-
1 1.tl2"" x ~2" x 0 019" Riser Panels
: cpen aUI!dln9S I l:l'lClosed 8ullolngs
I. '~Indl Apj;)lled 1 , Uvemang C<lnoltJon '. '.'Vlnd '[ ~ppjled i Ovemang c..:ondlbon
Re"iIOt'\ L~ad ~OO~~7:!'Jrr--:Y~ Re9ioo , Load ~~T..a' I J'..fJ I 4 .:;" i
1'~.-n:-r-~~-rT(-? I 6.J ~.;, iC.T! '~:?XI~~ 1 ,., 0.~.J o-~ I if-':l
~O~,?H. i 20 ~..., I ::.-'~ I (-r: ~.',' I ~",.;, I "OM.P,ri, 15" I 'J-'l' I ,-~ ':J-" I 1.1~
J ~20 ~,?H. i U ~-3 I":I-C t:~~::--T"T12O"l;[?t't I 41 4.Q I :'~ o-Z' I ,.r I g'-:}" I
:-n5~.?,H.. 26 ;.,:;, -:,.2 i.'; I d.:. I ~23-~]'~ ~., I 4.'1,1 ;,." '-Q 1 ~
~.~2 I o.J I ;,-d ! o.r 11-':1 I g.T I '~?_ri.1 56 J.~i I 4-, 5-e I 1-,- o.~': I
I VII' X '2" I. 0.025' Riser Panels
I Open BUlIdmgs ~closed SUlIdl:"lgS
I "'~II"d Aop1led, ~c....ond.ltlOn I WInd 1 Applied I Qy~ri',ang I.,;onclltlon
: Ke;ion i Lead \U~c , ~' I ~:r~-1:Yj Regiot'\ Load ~~T~~~
:'02Y..?H_! i7 i "'0 i d--d: I :;-4- I 1~TTT021,f.~c'o I 3.H) I ~:.;.J I
i---"0'l:~~-O-:-7.~ 3'=-7! ~2 i ,'OM.P.M. 15 I ':I.',e 0-" (-~ 6-, iJ.',',!
fll~.?H.: 2J i .J I I"':) ! c.]: I ~~2'Jll.P.H. I 41 I 'J-'J ~~~
:~~.~2~O~ I (.1 I T." 1 ~-.. i~~ I 'J-r I 0' 5--5'" 1('" S-'5
i ~40 ~.P,M.; J2 ! ~Z' S-:.~ i -4 I Ii., i iC'.' ; 140 M~~-d"" ,.' 0" I ,-I I '~-3
I ~.1JZ x '2" x O.C:r,---PJSe'rPanels
crper:\3ulldlngs t:nclosed BUIl;llngs
I Wind Applied I ~COnd.ltion j WInd I Applied 1 ~COndltlOn
I Re~ion ! Load IN~ I .r~--r-o 4-0", Region I Load ~~2'-Q" I J-Q" 4~
I---n:IT~TT~T-Q i ,J'"I I ",~ 'Z_3R i '02M:;"}[~--i9 I ;., I 8'-~9-4~ 'J_aR~
~~.~O i :5., ,o.1LT '01'" I ;0'--0 ',"f:Ti11O".'t1.?H. I J~-;O-oO ':)'1 ! 3.HJ ! 1J-4 I
~ZOM,?,rl'l "2J 3.J 0'" ~,ii I '"-4 ,12~:?H_: 41 :i-',j o-l. T-C 0-0 I ~." ,
1';;:n.r~~'1 ~6 . ,,,,' I ".' ,00~T-~IJ.'~in:5ll.~ ,,'l" e.' 10,1' 3'.:r ",7
~~V. .i ...r--;---TT~{.~o I ~-, ,i:;~ I '40M.~~ 'J-';~ ,.n
,'.jote' iCiaj '-;.of :at"'aMC':.!'1 = :"OC~ Mc:t~ ~us 'Hall 'Mcth ~1.oS o.err-.af'l9.
n
~
;"
12"
71'
12. WIDE X 3. RISER INTERLOCKING [INDUSTRY STANDARD] ROOF PANEL
SEE iNDIVIDUAL PANEL SPECIFICATION (IN TABLES) FOR ALLOY AND l1-\ICKNESS
Table 7.1.2: Allowable Spans for Industry Standard Riser Panels for Various Loads
Aluminum Alloy 3105 H.14 or H,25
. 3",'( 12"' x: 0.019" Fljser Panels
Open Buildings
Wind I' Applied i Ovem,ang Condition j Wir"id
Re910n [ Load [ NONE: 1'-I)" I l.l)'" I J'-I)" 4-0" I Re9,on
['02 >!.?d, I 17 ! 11',"'[ I.," I ,.,7" 1 '3'4' .4'4- [ 102 M.?H,
! 110 M.?X; 20 1'17,"'1 "',2" I 11,.' I '.JS' 13',7" 1"0 M,?H.
'20 1-A,?rl. '! 2J ~cr-J' '0".5" I ~C"',1'! ~"":::' I ~2'-' ',"I 120 M.P.H.
i '25 ~.?H. i 25 g-!, I g.'a" ; '0.5" ,"'-4" '2-'5' 125 M.?H.
1140 M.?H, [J2 ~,8" i ;,,,. I '1-7" , H::,7" '1,','0" 140 M.P.H_ '
I J" x ~2''' x 0,026''' .~ser Panels
Open Suildings
Wind '[ Apolied I -:-"1 _?".:.~~Q Condition
~egro:"l ! Load ~NE, ,.......... I 'Z..... 'S.J:1'" I 4'.J:1'"
:;02 ',~,P.H, 1 17 '3'.1" 14'-'" i 14.5" :5'.7 1 ~o-fJ'
1"0 M.?,H, [ 20 . '.,'0"' '.""1 '3',5' '4-.2" 1 '5',"
i '2'0 M,P.H. i 2:1 I '~"11" ~2'-,. I ~Z-7" '3'4"! '4'-5~
125M.P.H. i 25 ',..)" i ,,..S" i ';""'-1 1'Z-1' i ~3','r:
140 M.P.H. I 32 'O.,!, i ,0'-4" ! 10'_' i-: 1".3" ' ~2'-"" i
Enclosed 3utldlr'gS
1 Apphed: Ovem.lng Condibon I
Load [NONE i 1'oJ' .-I)" I J'-I)" I 4'.1)'" I
29 ! '1,,' I '14- I '1,'" , '17,"'1 'l,2" I
l5 ;4' ~-<;" g.J" '(1,J" I ,"JS' [
I
:-0' 7'"," 3'-3'" '1-7' i 1 r.~- I
~4" g.e;! '(1,'CT'
;0.( S.~C" i I~ 3'-".: '0'4" I
1
Enclosed- BuAdin9s I
, Applied:_ _ ___o-.~_rt1~ C~di~ _ ---I
Load : 'iO~~ 1'..("" ~.- : '1.(1"' I 4'-<T :
~ ~C:-o '~~,ia" n'..r I 1Z-:r ! 13'-4"1
35 g-8" '1,'" '17",' I "'" I '.,7"
4\ ~-,,' '1,2" i g,'CT' I ,(1,~
4.S ~.7" 3'.3'" i ?S- I 1(]-S- I , ~'-d" I
56 7'.a-! 7','1' 1;-8" g-'l" i "',,"
41
45
56
i 7'-4.
Wind
~e9ion
'C2 M,P.d. '
! "0 M,P H.
12OM.PH_
125 \4.?H.
'4(l M.P d_
i 3" x i2" x O.O.3Z' Riser Par,eis
Open 9u.idings Er'-closed Buildings
W'ind [' Appli~d I OYertLang Condition 'Nind I Applied I Ovemang Condition
Region Load: 'tONE I 1'-0'" I Z-v : '1-0" 4'../1' Region I Load 1 NQI\jE i ".<)" i Z..(j' ! 1..0" 4'Q I
'02 >!.?H, I 17 '5'.0 I '5'-<;" ! '5','" i '6'-<;" ,,4' I '02 M.P.H, 29 I 'r-. 1"''''1 '." I ':r,J" I '4',J"I
I "0 ~.?H, 20 ~~.7 i ~~'-4" I ',d,'.~ I 15.5- ~6'-3" I "0 ~.?H,: 35 ~c--r ~O'-".I ,,..S" i ~z-r l 13'-S~
, '20 M.P.H.: 2J 'J-Y : ~3"'J~ '3'.10'"' ;4.-0 ~S'-5" i '20 M.P.H. 41 ! g."~ ,00.jR 'Il-ir! "'.7" : 'Z-3"' I
I '25 >!,P.d, 25 '." I '.-7" '0'" 1 'J'-,O": '4'-'0": '25 M.P.H" 45 S'-5' g.a- ,a.J" "',2" I 'l,5-
1'40 ~.?,H, I 32 1~'.:r ~,..S" I ,':-1~" i 'Z-'r i 13'-:7' : '40 ~.?H. I 56 i 3'"'0 3'-~ ?-4.- 10'-5. I ~~'-d" !
~ote: Total 00 ~nel 'Mdth = ,"QCrn 'Mcth pius 'Hail '1'Wlct." ~ws c.,ert:ar"9.
Table 7.1.3: Allo"l8ble Spans for Industry Standard Riser Panels for Various Loads
Aluminum Alloy 3105 H-28
;~~R:iSerPanels
~3Ulldm9s I O"'lClosed dUlldlngs
I ,In i ppHe e ang on I on '. 1 In pp Ie I vernang
Region I Load ~..o"""T"Z~~ I ~~ Region Load ~~, '.;J : "T
i'nZV-,P.n_, n '0":) I \0'\\ I ',',' I . ,\ . ';,,",. 10~.~~" ; 10-. I 11'4
~~O ; '~'. . '~'1 I :~:~: I ;':": I :5:,': . 1:-o>f~J~~g"CT' 1 '11"
~~2J 1i.n ~".1 1"-0 i3=4 I ~4:J; ! ~20 ~y,r-t i 41 I d.l' i ,,!.~ I 'i.If
"25V:~.M, i 25 ,.;,.,! ,,-4 i ".~,t:r""i7.Q"Tl'!':TT11~:~~ I 3.7 i.~
~.~~~:r 1'':''fJ': 1~-:.r 1'2-~~,~~~r:r 1 3'~('
i~O.026~ ~ser ,.ane!s
1 Open 3ulIdln9s i eJ'lclos.ed :3U!!dlngs
! Wind I Applied. Uvert1ang c..:oml1tJon i Wind ; pp Ie i ve .lng n I on
1 Re9,on Load ~~~:~~ Re9'on I Load [~-I)" ,Z-IJ ~.fJ'
nnZ",~7 ; 16,2" ,'6', I ;0:0111 17,J" I '~oJ' : 'om~~'74"J'T-;'f','
jT1tr>f.~1ll '4,', I ;"f I"" 6" I. '0'" 1 110MYH, J5 1 ;;,3 I 11" I ","
: '20 M.P.rl, I 2J ';r," ,.oJ' '4:,,:, ;':" I '1O.J'Tl2il>f.PH, I 4' ,'(J." 'o,r "1 I
il~~b ',3'-' ~j7 I "j:Q I ~-4 , 1,-4 : 12.5 ~.~g-',~ 1G-~~ i 1lJ-B'" I
jl4O"1l.~2 1'.9'" I ~,-" ~~-~'~.~--~~1'-~ 1 g'1 i
1~"'["OjT Riser Panels
ape-nBUlIc1tngs t:,.",closed ::3ulldlngs
Wind I Applied, f Qvem.lng ,-,ondlbon I Wind I Applied Qvtlrnang Condlbon 1
Region ! Load ~~~Z'.c" I J".<J" I 4'~~ Re910n Load ~ONE 1'.a" I 7~~q-i
rT01V.~17 ; 1i.10 I 'T-1, I 'I:~, j ',?:'\0"I1-gr:7""'""iTOm~~~3"\i"l14-J I '4." I ;.,cr1
~~"20 I ~C-? I C r I'. ) I ~~O M ~ N, J5 'Z;, '77"'TlJ.' I 'J-HT I '4-10 I
il2011.~2J '0-4 I I~-? 1'~-l' 110-0 I ,4'"j121f1l~4' I 1i-o 11'-0 1"-Z'I'Z-', '4-0"1
,m.~6 : '4" I ,4., 1'4,11 I 1S-~S'".Q'il~~ . 'C"" : 1n: : ':Hl- , 1~.Q"T1J.7j
'1~.~~~-T 1 13-0 I ~4~.~,~56 .'.j.'u i ~fJ.~ ! ,r::~ I ~,~
~o\e' iota;txJ;.anei <Mettl = rooo'1MCtl" ;::.!L;S ....all <"f4d,r', ;)iL.S ,~..em3l>g.
n I on
[
~~; i ;~~ I
~v-~ I " -,., ,
'lJ" "ca-l
g~ "" i
I.' I
1Z-~ i 'J.'O'" "
'l~
1"., ! ,z."9"j
1!J-'l". "'1'1
J
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71'
1200.
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
1T.~2~ x O.O,~" c.;~eated Panels
I op:e;:l3uddlngs
I ^,In~d Applied r---- e ang
Re9,on Load !"'JOOE I~": [ z...I)': I
1~1lof. . ,[ 7 I >,3 I .-, '"':1 ['0"::
I~;~ ~.?H'I 20 i a'~ I S'.T I g.;, ~I].o'
".~U \/-""1
~,P.H.I Z6 I ..,..-~;, I T-';' -Q
~?,H.i 32 I SoT I'::: I 7:l
[~2";( 0.Q25" Cleated Panels
open Ut I ngs
I~ i PP Ie I vemang
Regton I Load )NONE I 1.fl' I .
1"1Ofi.l'l1.T1g'C-4 . 'C!" ' ", 'I
;rrnt~ r.'~~l,1)'4
~~~I 26 : O;,'~ : ;:8 ~~ I(J~
I .P.M.I 32 I 7./ I l.lOw I ?'.( i 9'~
1f-~~J2" c.:leated PanelS
I open UII Ings
INlnd I Applied i Qvemang
~e~'~nH,: L~~d ~~ I
, .j '\".-4'
~clo:::.ed dUll dings
I".; e .lng on j on
1'..;)" I ..1)" I J .1)"
I I -4 I c5" :;lI-J
" [
" I
I 'J -d" ~..y I ':l' " ~
I ~-1
-, I
7,
", ~.
.P.H, I
3-J~ I ~.ir::
, . ~O. I '1.0-
56
:l-? I 0-0
r;~'1
j' ,.P.M.I
c-closea Ul Ing5
e ang on Icon
pp Ie
Load
J5
I~J' ! T-?' ~~.r-l
I ':J. I .., I I';'
I I-Q i
I ':). I o'
UII In9S
e a ng ....on I on
r-Q I Z.a I J'.q ! 4'.0" I
3.1U I 'o1-Q I H.i-Q I I~'~ 1
~,': ! 8',10 ["':~' I ::-7
i.o I 3.'j I j.:;) I ,u-g'
I I ~ -~ I .....1
ItJO(l
'~':r
".',';
"
i .':1 1., I' ..-1
I 1C'." I ~,., ~40 M.P,H. i
,I
3'-2"
4
0',5"
'0' ~ , I
32
~-,
0-'
-<l
Note: iotal roof canei Moth = room 'M<1'..n plus ...-all 'Mdlto pIUS o..erral19
4'-I)" 1
:0'-8 1
~ :".i . , I
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Q..~~
a ~ -'
....... 0 u..;:!
~u ',-
wh<"f
Cn:i~'-:8
C~S:~9
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.::>I-WC!;
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ulli~:JU.
c ~.... W
Q) (3 ~
L..~
:::",0
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SHEET
78
OF
7
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~L
SELEOCT PANEL DE."'ln
FROM TABLES
E,P.S. CORE
~.
~
\~
AlUMINUM SKIN
SIDE PANEL CONNECT-
TIONS VARY .lDO NOT
AFFEOCT PANtoL SPANS)
COMPOSITE ROOF PANEL [INDUSTRY STANDARD]
TaDle 7.1,5: Allowable Spans for Industry Standard Composite Roof Panels for Various Loads
Aluminum Alloy 3105 H,14 or H.251.0 EPS Core Density Foam
J t ~":c '1,019' ?aliels ~
, ,-~;' ~l..:',d1n~~ =.....,-:,"~d dUllal"'~S .
,...... ~-~- --.lJVerfi~'nQiljR'"' ~---W;:=;oj '='ppilca I -Z:;i"""',d:1<) C.Jn~-~
i Rt.;~o" load ~~~T~ RegIon I Load ~UN~, 1..J z.;:;' J.Q I 4...0
:l"O~.~ r1. i 17 ".',~ I' ! '",,,,:> ~3~ '''-4 102 ~ J M. lS 3".' 'j...... 1.',', H;.'I! ,2"., i
:-n~.~O ':;." i ~~_~~7-6R, ~3-1 I '1'O'""t\.~T.,) 3~ g... 'C'.J l'i-'51
-;~ ~:~:~: I ~~ i ~;~ I I.'~.'~' _~~;~\T; '2~.~; : ~~ ~:~:~:: ~ : ~ '~~ ~:~ I ,~'.';vj
~~2 ::l..., I ~.~~ 17.0: ~:;-'J "'..~~.~.H'I 5Q 0.':]" '.0 3'.~' Ior::r-;
~~f-lar1els
l,pen 8ulldln9s
l..ivemdn~ '..vndltJon
"a:;~7..) )'..)'
\J.~ I 13.''''-, ,4._,-
'Z.::I 13...0
'Z,' 1 """,
-0 'Z-4
! ~ ." 'I).., i'-,
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: Re;10n i load
,,1mT~7
"'-crM:~ 20
~20 M.?t1.: U
,,'Z.nG'~i5 ' .,.
~~~r--,...,
; 1C'.'i
i~~'?af'le's
I I...pen 'CullOlngs
~I In i A~'olled I ~Conalt:lon
I ReglOt . Load ~01'.ft:.1 1'-0'"' 1 Z.:;" : J-07
~~.rl., 1/ -:.~ 11~.1lJ'1 "'l:-"; io-iQ'"
~~:~20 "-0: ',4.0' i J~ ;J~
n~~2J ;-? I 13'0 ;4. I 14.\f'
I ~z.s M.?H. I 2~~Z.ir; r 'J4 ;4.,.
~.~J2 ~'_':l ';~.G '.:,." ~2'\'
::f\Clvseo ol.il:dlf1gS
,'fInd I A~olled vvemang '...ondltJon ,
Hegion L"ad 0'i~~~ 2'..:)" J'~I
, ,C2 M.?rt I 23 ~C'." : 1,~;.i.,' 'I' ',':.:;- I, ',2;_~" I!
, 110 M,~.H,' ~~'J ~ ~. .
i ~20 M.t-1,~.: 4' ~.~ ~.~ ~J':l i ~,~ ',:: :"
I ''2S-V:~.2'' 3'-: '1.," i'J.[ , .;
I 140 \1.?H. I 56 ,-4 ~-4 ~-Q: ~lJ.~C"'~
4'.Q"
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, 13."
13.:;)
i '2-/
I
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Wind I Applied i u.....emang l:Ondltl~
4~' Region I Load """N0f;: }~~.: .~~. . ?~':l : '!~':l
~,-o :~~;~~=:~:~ ~ :~.~~-~ i',., I ,,~ 14-') i 1Jd I
';'-Q I '20 M.?H. I 41 ~C'., ~I".- I 'IJ.'~ " .~ i ~4." I
i5:y:--,~j.J.rl.' 4.5 ;-::.0 ~.~,; 10.;) 1~-4 I 'Z.t 1
I ~J.1; "40\1.~56 ?;-?;" ~.'.i 1-:. ilJ~
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._,....~
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0,019" AlUMINt.;M COVER PAN OR
CONTINUOUS AlUMINuM SHEET
If
#8 X 5/8' CORROSION RESISTlVE
WASHER HEADED SCREWS AT 24'
O.C. AlTERNATE #8 X 5/8' SMS
WI '12" DIAMETER WASHER.
W
TYPICAL INSUlATED PANEL
NOTES:
1. INSTAlL RIGID FOAM INSULATION INTO AlUMINUM ROOF PAN.
2. COVER iNSULAllON WITH 0.0'45' PROTECTOR PANEL WITH OVERlAPPiNG SEAMS,
3, ,NSULAllON PANEL SHALL BE CLOSED WITH AlUMINUM END CAP TO SECURE PLACEMENT
AND TO DISCOURAGE THE NESllNG OF WILDLIFE AND OR INSECTS,
4, PROTECTOR PANEL WILL BE SECURED BY #8 X 5/8' CORROSION RESISTlVE WASHER
HEADED SCRE'NS,
5, SCREW PATTERN WIU BE 12' ON AlL PERl METERS ANO 24' O,C, FIELD ON EACH PANEL.
6, AlUMINUM ENO CAP WILL BE ATTACHED WITH (3) 118x'1Z' CORROSION RESISTIVE WASHER
HEADED SCREWS,
Table 7,1.6: Allowable Spans for Industry Standarti Composite Roof Panels for Various Loads
Aluminum Alloy 3'05 H,'4 or H.251,O EPS Core Density Foam
~"""i""~ ,,",anel$ . " '-v --J
=_ _ ODell 3;IlIC:I~2.~ _ _.. _ CJl~ETi':.'ln9s_--J
! ~!Af\J.'eOl- '_ ,:ema~g C.Jr.d~ ':V'i'nc.~ppr;eal Ovemang CQndiF"1,J" I
i Regi<":"I ! Load ~C~"I'F-"l"'~Z".u-iT~-lJ"'I r:\eg'on I Load 1 ~KI~c; 1 1 -<J ; 1. <IJ 1 J ~~
n02"V,~~~-, '4.{ ~.J 1 15., . 1On,~~cr:i" 110'-'11 ,~~
il1~?fJ. 1 20 I ',Z.i~ :.':_~ ~~~'..l I 1:'1-2" I "OM.?,H.. 1 J5 I 7-~ i 3'." 1 VJ.T I 1'.:) : ~Z.;- I
, 120 M.?,'" I 2.J ',~.1 ..... ',-0 I 43.~ I ~4., ! ,"2O'll.?t1. 4' g-J 1 7.~~or;l"~~,
i1~~;"25 t ';~-4 I i~-o ~Z-V 112.~v! 1..l"rJ' I 1,5M.?rt.: 45 I o-{ : 5.iO r.;~ .~.~ ':~."
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i ~a.OZ4 r'anels
Open 8ulldlnqs
I WInd I Applied I, . Uvemang ...on I on
i RegIon l",d ,~-<rTnl'T~:
~2M.,...rti '7 i 1':;-4 I ;;'-Q ::~-1(TI ;f:;~
I 110 MY.H. \ ~'l ',.:t'.J i '4-" i ',~-4
G.~~. .?t1. I 2J '3., I '13-4 i3-T I ',4-0
.~25 oZ., I ,z.r '3'-v I i~-7
!'40MY.t1.1 J4Z 1',~.rl"-4 ';1.ilJ'.~;:::-d
~110JiT ;.;anels
Uoen ~Ulldl:igS I c ose l.U Ings
I' Wind 'I' Applied! _ ~Condltlon ~ Wind I ~piled : Overhang om1.lbon
Region . Load ~e I. "-<7"' : r~~~-----r-~ Reg!on Load i~~~
~~~ :y,rl, I \7 I " '~r:r ,~.< ,'0" '9"'! l~,P,H" L<J ! 'S., I 'J-d" 1 '",Z" 1",Hl'" ,5-"l"l
,.~ '16'-4 "Q':l I :o.H; I ;{., 1 \6"-Z I "0 M.~15 I ;<-4: I ;~-Q~ iZ.' I I .::-:r ,~.:r I
, 2QMY,K. I 2.J ! ~~.J I i~-4 I 13'-9" I i5'-4 '1.2"! '20M.P.M. i 4' ! 11.;, I n-, : ,z.; ; ~~i.'" : ~3.~'..
1'25M,~,H" 25 ','~~Q', '5..., ,5., i'~ 45 I 'i),',' I "., I'" 1 '2.5 "~'
1140 M.?rt., J2 : 'Z.1~ I 'J., ~3~ I i4.j 1!)-~)6 I".r '1." 1':]-1 ,,-, I z.r
~ote: Tct~ roof pare 'MdtJ"l = ~Mct~ ~.....s ....all 'Nlc:.l"\ ojus c...ert'1~
,n ,
'.u: I Region i
i ,"4 I W2 M.~.H. I
H5-j I 1'~?rt ,
~~-, I '~.P,H. 1
14" I '251l:~H.
iJ-'i I '4Cll.?:-1... I
pp Ie
Load
3
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45
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ATTACH SHINGLES TO COMPOSITE ROOF PANEL
WITH iNDUSTRlAl ADHESIVE'
(2) CONTINUOUS 114' liNES PER SHINGLE 4' TO 6' O,C,
. CHEM REX-PL PREMIUM 948 URETHANE ADHESIVE
. OSI. RFI~
AlUMI~uM FACiNG
EXPANDED Pot YS1'fRE.~E OR POL YISOCYANURAIE
_//'
NOTE: MINIMUM SLOPE 114" PER FOOT WHEN INDUSTRlAl
ADHESIVE IS USED FOR ATT ACHMENT
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