HomeMy WebLinkAbout00-9250
BUILDING PERMIT
Permit
09250
Date 2//9 j()O
CITY OF ZEPHYRHILLS
(813) 788-6611
L( ~ - ~ (r,
BUILDING ELECX'CAL , PLUMB,\
Property Owner: (t!..r' LeG.... v I .~
Job Address: '14 11 (\t\GJ G.. c:...k ,'+-e 0 r .
Parcell.D,# Jlf-)~-)'- {)OJ(}.. {){)(}CX? O::)bO
MECHANIC~
Sewer Conn
Water Conn:
Water Meter:
T.I.F.'s:
Zoning:
Description of Work
Energy Code:
(c..". p C .~ .+- J.
Radon Gas:
4.!:i-
St..~r/
FINAL
Lf - '" c{) CJ
NO OCCUPANCY BEFORE C.O.
DATE
Complete Plans, Specifications and Fee Must Accompany Application, C.O.
All work shall be performed in accordance with City Codes and Ordinances,
Inspector
~ATE
Permit Fee Y "
_ Signature ~;k (-e /~J? ~~
Company
Address
Telephone# 7~?S -3 f ~&""
Valuation or i I 3 0 ~
Contract Price :.-, 0
City License Registration # it, 2
State Certified license#
fV\: . l.V: tI : c~
Ftr,
Pre SLB
Lintel
FRM.
Insul. CL
WL
Tp, Serv,
Rough In
Meter Can
Canst. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
MEC ANICAL
BUILDING
ELECT ICAL
Breakers
Ducts Ins!.
Compressor
Final
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) 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,
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SITE PLAN - PARCEL ID#: 24-26-21-0020-00000-0260
S
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9'
,.
7'
..- - -PROPOSED
- -
SHED 12'x 9'
5'
~ -
- --
PROPOSED
CARPORT
12'x 30'
EXISTING
RV
EXISTING 12 x 39
CONCRETE
.~
21'
'1
36'
EMERALD POINT RV PARK
LOT: 26
69'
3422 MALACHITE
.12 rv--
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APPLICATION FOR PERMIT
CITY OF ZEPIlYRHILLS
BUILDING UEPAR~~NT
DATE RIilCEXVED ctI- /'1-60
PLANS IU!Wl:JCW I"JU:
'ASCO PERMIT SERVICE.
813-78&-5314
OWNER'S Hl\M!': Ear I J: Lea-v itt
JOB AUDREss3.Ll~;1.. MCLla..ch;+e 'Dr,)
PHONE
l-o t ;;),62
LEGnI, DESCRI PT ION: LOT (S)
BLOCI\
SUBDIVISION EmeroJd. "Po\~t-
PARCE:!. ID 1I/~1~.;l(P-;lI-IJO~o-tJ(X}OO-O~4>O
10BTAIN FROM PROPERTY TAX NOTICEI
WOHl\ PHOPSED: ONEW CONSTHUC'I'ION
M"AIJIJI'1'IOIl
o ALTERATI ON
o REPAIR
o INSTALL
Os 1 GN
l'nOrO~;EIJ USE: ~GJ. l"l\MJJ,y IJWF:J.I,.LNl;
o COMMEHCIAl.
o MOVE
o DEMOLISH
CIMUI/I'.L - F'l\MJ.1.Y
0" OF UNITS
o SWIMMING POOL
o MOBILE HOME
o OTHER
o INIJUS'1'IUl\L
[:=J RESTl\URJ\NT ,. IlEl\LTIl DEPJ\RTMENT APPROVAL
DESCRI PTION OF' WORK _~ -t- 5h eJ.
/~ x.. 39
BUILDING SIZE
SQUARE E'OOTAGE
~(pg
HEIGHT ..s~e pla../.,~..t;,
.
RESIDENTIAL: A'l"l'ACIl (2) PI,OT PLl\NS ,. (2) SETS OF BUILDING PLANS,. (1) SET ENERGY FORMS.
COMMERCIAL: Al''l'ACIl (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. .~
PROPERTY SURVEY REQUIRElJ P'OR ALL NEW CONS'rRUC'l'ION.
PERMITS REQUESTED
1!1' BUILlJING
$
VALUNl'ION OF TOTAL CONSTRUC'l'ION
o ELECTRICAL
AMP SERVICE
o FLORIDA POWER
o W.R.E.C.
o PLUMBING
o MECHANICAL
$
VALUATION OF MECIIANCIAL INSTALLATION
I.
o GAS
o ROOFING
o SPECIALTY
o OTIIEH
'l'YPE OF CONSTRUCTION: 0 BLOCK
o F'IV\ME
o STEEL'
o OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE ARE1\D YES
o NO
"
BUX"''''' h
SIGNATURE" p w.~
II] 'I I, Ii"" , ", .,. .., " " . , '."
,I III! II., . ;,. ' ,'" . ,.
COMPANytJf :(t(c= CJ / (( ~t#/-/N'S C!:6,<.u5f/toc't ~~~
, ,
STATE CERT OR REGIST It
CI'l'Y PROCESSING It 3<6 8--
******************************************************************
ELECTRICIAN
SIGNATURE
COMPANY
STATE CERT OH REGIS'r It
CITY PROCESSING n
*****.**********..***..******.....************.*******************
PLUMBER
COMPANY
STATE CERT OR REGIST n
CITY PROCESSING n
SIGNATUHE
***********~******************************************************
MECHANICAL
SIGNATURE
COMPANY
STATE CERT OR REGIS'r ,.
CITY PHOCESSING It
A.........................................*......................
OTHER
COMPANY
STATE CERT OR REGIST It
CITY PROCESSING It
SIGNATURE
.....****..******...............AA....**.******.....**.*.*.......
..
..
COJIIII.'I' I Ull:: UF J'EHM1'1' A,..FJlJrIVI'1'
1\- I/O'l'ICE UI;' IJF:J;;IJ m;:;'1'IUC'I'lOJ~:;
The unders.igned Ullderstilllds I:hal: Lhls penult lIIay be subject to "deed restrictions" which
may be more restrictive thall City tf'!qulat.iolls. The ulldersiglled assumes responsibility for
cOlllpllf1I1Ce with any appl.ical~l.e deed r.esl:r'lcl.lollr;.
B. UNl,JCENSli;lJ CUN'J'H1\C'1'I)Hr; 1\t1/J CU/I'I'H1\CTOH H1;;:H'O"~HBI/d'l'H:S
lf the owner has hlted fI cuntractot 01: COlIl:ulctors to 1I11dertake work, they may be required
to he .I. i.censed ill aecol.dallce witll nLat.e and local reyulflLiolls. If the contractor is not
l~eells~d as required by .Law, boUI the OWllel: find contl.actor may be cited for a misdemeanor
VJ.o.LatJ.on under state .Law. If the owner or .intellded contractor are uncertain as to what
.LicellsJng requiremellLs milY f1pply for. Lhe inl:{~lIded wUI:k, LIley are advised to contact' the
Ci ty of Zephyrhills Building Vepa rtment, 013-'/00-6611.
Furthermore, if the owner has hired a contrflctor or COil tractors, he is advised to have the
contractor(s) sigll port10119 of the "Colltl.<1cl:or ::ecl:J,oll!'!" of this application for which they,
wiil be respollsibie. .If you, as Ule owner signs as the contractor, you are indicating that
YOll, rather than the contrilct.or, an! respollSJvJe for Lhe work. If the contractor wishes
you to sigll as cOlltracLor thilt may be all illd.lCill:ioll that he is not properly licensed and is
not elltitled to penuitting privileges in Lhe City of Zephyrhills.
C. TH1\NSPOH'l'1\TION IMPACT FEE:S AND UTH,.lTY CONNECTiON FEES
D. CONSTRUCTUION LIEN Ll\W (C"1\P'I'E:R '/13, E'J,ORlIJ1\ STATUTES, AS /\MENDED)
I certify that 1, the applicallt, have beell provided w1th a copy of "Florida's Construction
lien Law - Homeowner's Protectioll Guide" I)j:epared by the Florida Department of Agriculture
and Consumer Affairs. If Lhe applicanL is someolle oLher that the "owner", I cerify that I
have obtained a copy of Lhe above described document alld promise in good faith to deliver
it to the "owner" prior to COllllnencemellt.
E. CON'!'HACTOH' S/OWNEH' S AE'F'IIJAVIT
I certify thaL all Lhe .lllfonllaLion in thIs applicatioll Is aCC\ItC>' , '.hat all work will
be dOlle in compliallce wiLh all applicavle laws regulating construction, zOIlIIlY, i,u:d land
development.
Application is hereby made to obtain a permit Lo do work and installation as indit:ated. I
certify that no work or installation has cOllunenced prior to issuance of a permit and that
all work will be performed Lo meet standards of all laws regulating construction, City
codes, zoning regulations, and land developmenL regula Lions in the jurisdiction. I also
certify that 1 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
Environmentai RegUlation-Cypress l3ayheads, Wetland Areas and EnvirolUlIentally Sensitive
Lands, Water/Wastewater TreaLment
*Southwest F'lorida Water Management IJistr:icL-Wells, Cypress Bayheads, Wetland Areas,
Altering Watercourses
"'Army Corps of EngineerS-Seawalls, JJocks, Navigable WaLerways
"'Department of HealLh & Rehabilitative Services, Environmental Health Unit-Wells,
Wastewater Treatment, Septic Tanks
"'U.S. Envirollmental Protectlon Agellcy-Asvestos abatement
I also certl[y lIlat, if [111 mater.!fll .Is to be IIsed In E'lood Zone "A" or "A,etc...., it is
understood that a dralnage plan addressing a "compensating volume" will be submitted which
is prepared by a professlonal engineer registered 111 the State of Florida prior to permit
issuance.
A permit issued shall be consLrued Lo be a licellse to proceed with the work and not as
auLhority Lo violate, cancel, alLer, or seL aside any provisions of the technical codes,
nor shall issuallce 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 issuallce, or .if work authorIzed by the permit is suspended or abandoned for a
period of six months after the tIme the work is cOllunenced. 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 Buildillg Official. An approved inspectIon must be logged during each six
monLh pel:lod, or the pl:oject will ve consldeJ'('r! rtbandoned.
WAHN.lNG TO OWNER: YOUR E'All,UHI;; '1'0 H1;;CORD A NOTICE OF' COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FUH IMPHOVEMENTS TO YOUR PHOPEHTY. I F YOU INTEND TO OBTAIN FINANCING, CONSUL'!,
Wl'l'1l YOUR LENDER OR AN J\'l"l'ORNE'i BEFORE I\ECORIJ1HG YOUR NO'i'ICE OF' COMMENCEMENT. JOBS UNDBR
$2,500 IN VALUE DO NOT NEED '1'0 HECORU AND POST A "NOTICE OF COMMENCEMEN'l'''.
~~cu~~
SIGNATUm-:: OWNER OH AG/!:NT
?/kJb {~.:J2~~
~llGNATUHE: CONTHAC'rOR
STATE Of' FLOIUIJA '-0
COUNTY 01" T o....5(!O
The foregoing instrumenL was acknowledged
Before /lie this ~ day of Febr~lj , 14~
by M .ke. \AI i 1\ ial'n5
_/ (name of person acknowledged)
Iffwho is personally known Lo me, or
STATE OF' FLOIUVA
COUNTY OF
The foregoing instrument was acknowledged
Before /lie this ~day of FebrWlrj , W~ori
by Mike.. ~aj,(.oLs
_/ (name of person acknowledged)
ll6iho is personally known to me, or
PascCJ
D who has produced
(type of identification)
Ddid 1I0t take an oath.
t?J't.h./
f person tflking acknowledgement
o who has produced
(type of
DUd not
S1gn
amped
Name typed,
pr~~ otSt?)fm!'fef'!@ahr
~~(6'f~; CornmissiOl; # CC 790817
~'!!o\A~~ Expire~ N,N, 15, 2002
-:":'~iii'f\.&>'~' BONDEi) THAU
"""n'\\.' ,t~-f. ;':\?', :1Pi,: ,'ING co.. INC
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2lf 2 '\- V.llALn-d I II ~- D (II...
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SQ. FEET PRICE
MAIN OR LIVING AREA
OTHER AREA UNDER ROOF
OTHER
_ -It . -
- "-'TfrA?"<---r '~j Lt- tf .3 rS6. ~-.;
BUILDING:
ELECTRICAL:
PLUMBING:
MECHANICAL:
RADON:
CREDIT:
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4, ,.~
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SEWER: f'J k~
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WATER:
TOT AL: I
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t:e)"I'1", \--- ' .
statf'! of ;:'1012 I'd A
County of
Rc:pt.: 391627 Rec:: 6.00
DS: 0.00 IT: 0.00
02/1!5/00 Dpty Cl.rk
i~~1;~~~"A'8:r':~o fOUNTJ, CLfRK
OR BK 4311 PG 795
(P1t8C!O
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2000017838
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NO'l'j C I~ lW COHMBNCgMfo:N'l'
'i'IIR UNUEHSIGN(?,[) hc)~eby qivell, 1101. i l~n I hal. improvel~elll will I?e lIIade to c3rtain
I'. I ", )'.ol)E'rty and ill acconlnllc(~ w.i.l.h Chaptet. 713, Flor1da Statutes, the
I',eill.!. ~'I'I'(J illf~l'I'lat.ion i.B pr.ovi.df'd ill !.hin lIot.icn of COlllllloncPllIclIL: ,
o 0\\. I ' ,.. . . ;'1-;u, - J-I- ttJo:2-0 - '::;0000 - o;;.tt, 0
I. Pef:cripLion of l')'opor.ty: Pal.eel 110.1'1 2,~ .2/ t'.>~'6.-t~.:>or9 vo,tJ
3'1~?-..rY/(}.J~.chif~ pr.) .2 epht4ch,: 1/5 'r.El:- -2~.~~ l_.-.-
(i''''I"l df!SC/lp!.1011 01 t.hp !,lul"'/ly ,dId nl II~PI. rlddLesr; .ll ava.llable)
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lh':IlI'J, [11(Otlll;1l-:.ioll: Hallie $/lil/t.R/S ~~..J: ~....../~
[Iddu.:?ss (q{j~J /lllll /K!.-h. ; Tc))/fLly z:,fIclis
r II Lp If~S L ill Pl'ope..1. y: _Q..(V (I.) ~<<
State R,
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Name u ( Fee Slmplf~ '1'1 tleholder:
(If other thgn owner)
City
State
Address
R
1?eh-rn ft;: , .
Contractor: -Name $;J{ ~~ (d j')/;I'9/??s ~(V5ULJ c-T: DIU
Address 7~ 9'/ ~s519 h ~ Ci Ly Z -I/,. '//$
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state r=;(,
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SureLy: Nallle
Address
c.i.ty
Slate
AmoulIl of Bond: $
6. Lender: Name
Ci.ty
State
Address
7.
Pe,u;ons withi n the state of Florida
notices or othel.- dOCUlOellts llIay be
713.13(1)(a)(7), Florida StatuLes:
deslqnated by Owner upon whom
served as provided by Section
NiUlIC
Address
CiLy
State
8. In addition to Id.IIHJClf, Owner desitJn" Les
~fenor' s Notice-~ls-.pi:-ovTae(jlll'~;ec[loJiJI J .L{~ (~~r~~~~e Fl~rtdo:Yst~:ut~~~
9. 1~)(pJrn\.l'lI1 dute of lint. Ice of CO/llIll~ncem~,,1 (' hp. p.xpl.rnt.lull dale 1s 1 year
fr'..>m lhe daLe of reco.rdillg ulIleBs a di1. [(~leIlL daLe is specified.)
SlgnatureofOwner: c;,)j~. ~
Sworn to and subscribed bero!:," lIIe Lhis II <1-'" cia y of F ~hrlA..a.("j
~ :Lf)tJO.
lIotilry 'pubnc:A-~- <&4
r-1y COIllill.i B!i,ton Expil'es:
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...~.:~ UZ6nhc:r 8ahr
!?rl!" ;~i:Comm!sslon # CC 790817
~~~f Expires NOY. 15,2002
" iN I-\': ,- l!<uNUI:D THRU
"till'" AllMJ! Ie BONDING co,. INC.
PC93053048
PROPOSAL
/
/
/.
, /'
No,
Date
Sheet No,
Proposal Submitted To:
Work To Be Performed At:
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Name
Street
City
State
Phone
(::"-
Street
City
Date of Plans
Architect
,
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State
;'
We hereby propose to furnish the materials and perform the labor necessary for the completion of
t'/ i {',/'
I
All material is guaranteed to be as specified, and the above
specifications submitted for above work and completed
work to be performed in accordance with the
in a substantial workmanlike manner for
Dollars ($
drawings and
the sum of
i." ~ I.
II C'-' h1)
with payments to be made as follows:
Any alteration or deviation from above specifications involving extra
costs, will be executed only upon written orders, and will become an
extra charge over and above the estimate. All agreements contingent
upon strikes, accidents or delays beyond our control. Owner to carry
fire, tornado and other necessary insurance upon above work. Work-
men's Compensation and Public Liability Insurance on above work to be
taken out by
Respectfully submitted
f~')
.c'- , '<..C)
l _:.f>. /,
Per
Note- This proposal may be withdrawn by us if not accepted
within days,
ACCEPTANCE OF PROPOSAL
The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified,
Payment will be made as outlined above.
Signature
Date
Signature
TOPS. FORM 3850
TRIPLICATE
LITHO IN US,A
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sa: TABlE 2.2.1 AND I OR TABLE 2.2.2
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SEE SECTION 7 DETAILS
MlO-S?AN BEAM SiMPlE SPAN
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TABLE 2.3
POST StZE AND SPACONG
SEE TABLE 2.2. 1 AND / OR 2.2.2
3-,12" 2500 P.SJ, CONCRETE st.AS
WITH 6 x 5 'NELDED WIRE MESH
OR FlBER MESH CONCRETE OVE.~
VAPOR BARRlER
SECTION THROUGH SINGLE WIDE ATTACHED CARPORT
SECTION THROUGH DOUBLE WIDE ATTACHED CARPORT WITH CENTER POST
UTI lilY SHED WAll SECTION
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TABLE 2.1.2
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TABLE 2.3
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WITH 5 x 5 WELDED WIRE MESH
OR FIBER MESH CONCRETE OVER
V A?OR 6ARRJER
SECTION THROUGH DOUBLE WIDE CARPORT WITHOUT CENTER POST
Tl-lE DESIGNS AND SPANS SHOWN ON Tl-lESE DRAWlNGS ARE
BASED ON Tl-lE LOAD REQUIREMENTS FOR TI;E FOllCWING
CODES:
'I STANDARD BUILDING COOE '997, CHAPTER 18
INClUDING ssm,0-96
2) 80CA NATlONAL BUIlDING COOE,996
3) TDAS OEFAAThlENT Of INstJAA"ICE WlNOSTORM
RESIST NiT CONSTRUCTlON ,99a
WIND LOAD TO SNOW LOAO CONVERSION T,A.,BlE;
~ YR SHOW LOi'O 0ES>Gl< ~ LOi'O WINO LOIIC IllUI..DIHG ~
5 - 2S II/so. FT, 3.'5 jJ SQ. FT, 95 M?H / OPEN
25-30 II/ SQ. FT, 61-70 II/ SQ. FT, '00 loIPH I OPEN
3',35 II / sa. FT, 61-70 II / so. FT. '20 MPH / OPEN
JS.,sQ II / sa. FT, 61.70 II / sa. FT. "0 !.l?H I ENCl..OSED
61,70 II I sa. FT, 6',70' / $0, FT. '20 !.l?H / E.~ClDSEO
saEC'T IffX# 011 WIoU ioOElo'6ERS F"OW ~ n ......0 LCNl T..au.
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TEXAS CONVERSION TABle:
WINO ZONE
SEAWARD Of' I.C,W, .
IN1.ANO Of' I.C.W. .
. INTERCOASTN. WATER<NAY
J06 NAME:
ADDRESS:
DRAWING FOR ONE PERMrT ONLY
1
OF
7
SeE CONNECTION DETAILS SEE CONNECTlON DETAILS
I p....~ OR COMPOSITE ROOF PANR ATTACH SHED OR ROOM WAlL TO
I SECT10N 7 DEiAllS HOSi STRUcnlRE WI .,/.. x :>1/..
TOP ~TE PRESSURE TREATED OR TAPCONS@'6"O,c. FOR!.'.AS()NRY,
Wlll-i VAPOR BARRlERAT AlUMINUM ROOF '16d COMMON@ 16" D.C. OR #10 1(3-112"
FOR WOOO, ANO 110 x 2.'12" 5.M.5.
Ul I Z' x ..LUM6ER TOP Pl.ATE @ ROOF w FOR ,. x Z' AlUMINUM AND 110
~ I ~ 12" x PAN (SEE TABlE) USE W x 3- 112" $,1.1,5. FOR 2" J( 2" AlUMINUM
g \ ::c TO SaECT PAN FOR REQUIRED SPAN
w I w
-' Z' " Z' AlUMiNUM OR -' -- AlUMINUM POST AND BEAM
25 ai
0 I I Z' x ..LUMBER #2 SP.F, (MIN.) 0
~ II I I ::s
0 I SHEATHING: '"
z II <:: IV 1 VARIES SHEATHING:
;:: I 7/16" 0.S,6, OR 112" P1.. YWOOO wrTI1 ;:: 7/16" 0.S,6, OR 112" PI. YWOOO 'MTH
'" il II ST1JDS 2.' ON CENTER OR STRUCT1.IRAL II) ST1JOS 2.. ON CENTER OR STRUCTURAL
x il x
Ul GRADE Tl-lERMAL PI. Y Wffii STUOS AT w FOR FRONT BEAM use L<WI2+OVERKANG GRADE Tl-lERMAL PlY WITH Si\IOS AT
:t
II q \1 \i~ 16" ON CeNTE!~ ',6" ON CE."TER
I, il
i! Z' x.. PRESSURE TREATED ?\.ATE WlTl-l I Z' x.. PRESSURE TREATED Pl.ArE 'NtTrl
I II 'I 318. x 4-,12" CONCRETE ANCHORS AT Z 318. x 4-112" CONCRETE ANQ1QRS AT
~ .'-']' ON CE."TER .'.(1" ON CENTER
SEE StAS OET AILS SEE SLAB DETAIlS
NOTES: I. ANCHOR p...."IS TO HEADER CHA"'NEL WlTH (3) 110 x ,12" S,M.S, WI WASHER.
2. ANCHOR PANS TO ROOF B~ 'NtTrl (3)110 x \12" S.M.S. W/ WASHER.
3. ...."'CHOR COlUMN TO CONCRErE flOOR Wlrn (2) ,~. x 3. CONCREIC ANCHORS,
4, ANCHOR COlUMN TO BASE Pl.ArE WlTH 1-\1.. S,s. 601. T
5, ANCHOR SHEETING ,'5 FOllOWS;
A. PlYWOOD #Sd COMMON @ 6" O.C, EDGES ANa 1r D.C. IN FIRD
B. STRUCT1JRAL GRADE Tl-lERMAl PlY PER MANUf ACnJRERS RECOMMENOATlONS
OR #6 x 1-'14. OECX SCREV\'S @ 6" O,C. EDGES AND \2" D.C. FIELD AS A MINIMUM
CARPORT WALL SECTION
;1 "
, , ~ ~ .
u
~~ W '1 W '1
~ I ~ I
\1 II
'I ,I
OVERHANG VAAIES
11 :1
N I :1 \\
UJ
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OJ " :1
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~ i,l
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UJ
OJ II II
,
I !1 II
I !I II
I
I :1 II
i
:.. l' " ~
>.,----,
, L- ,.
,
NOTE.: FOR BEAM SP~ LENG~ 'A" FOR TABLE 2. U ~O
TABLE 2. 12 EQUALS 11-IE LARGER OF: A = W ORA = WI2+-O.rt,
DOUBLE CARPORT
. SLOPE
BEAM IF REQUIRED
FOR KNEE SRAC,NG
~
\ 112
\
,
12
II
r W FOR i:lEAM SIZE
II
A=
KNEE BRACE --.-/ i I
w "'" ,,^'" ''''' l
I
~
. MiNIMUM SLOPE SHALl. BE ltr PER 1 Z' EXCE?T FOR O,O21l" PNoIS
FOR WHICH 11-IE SLOPE SHAll. SE 314" PER 1Z' FOR SPNoIS
EXCEEDING lZ.::J' OR MANUFACTURERS RECOMMENDED SLOPE
END VI'2N DOUBLE CARPORT (GABLED)
I !I
I II
, I
l~l'
II :
1-
r
,
il IIII 'fLjlli
I I I:
II !I
I I t-t
"I' IIII ! il!
lLJL4:Jr
'Z' AlUMINUM pNoIa ROOF
SEE TABLE 2.5
RECElV1NG CHANNEL
RfCelV1NG CHA.'iNEL
lZ' AlUMINUM pNoIa
SEE TABLE 2,5
'T AlUMINUM PANa
SEE TABLE 2 ,5
RECElV1NG CHANNEL
RECEMNG CHANNEl.
ALUMINUM UTILl1Y SHED WAlL
WITH DOOR (ELEVATION)
~
I
I
I
N
\II
~
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~
<Q
~
ll)
,
,
I
.0:--: y
r--I II
~
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II
MONC-SlOPED ROOF :1
OVEJ~HANG VAAIES II
SHADING DENOTES MAXlMUM ROOF
AREA FOR COlUMNS A.'lO FoonNG
SINGLE CARPORT
. SLOPE
--
1/2
'2
W FOR SEAM SIZE
SEETMlE'
AFTER COM?VT\NGA'
LARGEST VAlUE
;1
!I
!I
~
POST SIZE A.'lD $PAONG PE.~ TA8LE 2. ',1
A'lO 1 OR TASLE 2.1.2
NOTE: KNEE BRACES AAE REQUIRED IF POSTS
AAt:. NOT SET IN CONCRETE FOOnNG
'2
112 L...---'
c::
-11'i
I I
,I !
I I
II I
li'\il
. )
I .
END Vl'2N SINGLE CARPORT
-=:J
11
, I
i I
II
ALUMINUM U1l1l1Y SHED WALL
(ELEVATION)
'2
112 =--
c.
1,\=
I
,f-- WI4
I
I
RIDGE CAP I
;(
!
WI2 = LOAD WlDl11 FOR ROOE BEAM SPAN
W/2
,:
WI41
I
RIDGE BEAM SEe TABLE 2. U AND 1 OR
TABLE 2. 12
3" x 3"
PAN OR COMPOSITE PANEl. ROOF
,.,
i"1
Lz.::J'
NOTCH POST TO RECEJ'YE 6€AM
Wl111 (2)3-11'2" x 114' 11-IRU-8Ql T
\'(\l11 LOO<: NUT TO? AND saTTOM
BEAM PER TABLE 2. ", NolO I OR. TABLE 2.12
POST PER TABLE U 1 NolO 1 OR TABLE 'U.2
q
F-
.-
~~
,(
W
-,<
GABLE CARPORT FRONT ELEVATION
l.J2
,,-- RIDGE BEAM
,;
I
I' ." -I
I ' i LOAD W1011-l FeR CENTE.~ BEAM! 01
i: ~ PER 7ABLE 2.", ~OIORTABlE2.12 ~ :
~~----------~~-----------~
I
I
I
I
I
I
NOTE:
KNEE BRACES REQUIRED IF POSTS ARE
NOT SET iNTO CONCRETE FOUNCA nON
l;-
F-
I
/
I
I
/
L
,~
L
GABLE CARPORT SIDE ELEVATiON
PAN ROOF see TASLE 2,5
E;f
~
I 0 \
I, 1 lZ' RISE~ PANa SEE TABLE 2,5
I ~l +
#8 z 1tr SHEET t.lET"-L SCREW
INTO EAOi RISER AT pNoIa ENDS
TOP NolO saTTOM PAN
.=J
---
RECEMNG CHANNEl.
PA'I TO WAJ.J., C CHANNEl.
(3)118 x Vl" PER PAN
PANWAJ.J.,
T x T x 0,0<<' BRACE FOR
MORE P NoI HEJGHT REFE..~
TO TABLE 2 , 5
114'0 z 1-1}4" EMBEDMENT
EXPANSION eOL TS OR EQUAl.
DRIVE PINS AT 24' ON C9/TER
saTTOM QWIINEl. NoICHOREO TO su.a
Wl~ 1/4"0 x ,. EMBEOME.'fT E.'O'ANSION
SOl TS AT 24' ON CE.'ITER OR CONCRETE
SCREWS
/
ATTACH PANas TO CHANNa WITH
(2)118 x 1/T SHEET MET "-L SCREI'VS
EACH PANa AT EACH END
3-,tr CONCRETE St.A8
SECTION THROUGH UTllI1Y SHED
PAN WALL CONNECTION
..J
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'-'~~U::
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2
OF
f-
1f POST SIZE PER
T TABLE 2,2, , ANDIOR
SEE TABLE 2,1,1 ANOIORTABLE 2.12 I TABLE 2,2,2
AFTER COMPVT'lNG 'A'l.A.RGEST VAlUE
! -rt -+
r1
,0
IU],e-
~ :: - - ::---'S-
~
MIN. 3-112" SlAB 2500 PSI CONC, ,!i":
6>$-'Cx10 WW.M, OR FiBER MESH .
VAPOR BARRIER UNDEH CONCRETE
',118" ML"4, iN CONC,"ETE
~
a~
Al TERNA lC CONNECTlQN DEi AlL
'Z" x 'Z" x 0.063" ANGLE CONNECT
UPRIGHT @ BEAMIliEAOER AND
CHAIR RAIl.
ROOF PANEL SEE SECTION 7
BEAM SP AN
'W" FOR BEAM SIZE
i
II)
w
~
I
SIDE Vl'2N SINGLE OR DOUBLE BAY CARPORT
(2) #, 0 x l' SHEET METAl SCRE'tt'
iNTO SCREW StOTS
ANCHCR l' x 'Z" f>V.. TE TO CONCRETE
WITH 1/4' X 2-112" CONCRETE
ANCHCRS 'MnilN 5" OF iOACH SIDE
OF iOAOl POST AND 24' O.C, MAX.
KNEE BRACE NOT REQUIRED FOR
ATTAOlEDSTRUCTURES
KNEE BRACE REQUIRED IF POST NOT
SET ,"4 CONc::t:TE FOOTiNG
PAN OR COMPOSI'lC ?ANEL .~OOF
,. X 'Z" EXTRUSiON
I . I
I .
I . !
i
CENTER. OF 'I'
BRACE CONNECTION FOR
START OR END OF BEAM SPAN
,(- KNEE B
LENGTH
~Na KNEE BRACE 2" X 3" X O,OSO" KNEE
BRACE WITH (3).'0 x V'Z" EAOl SIDE OF BEAM
U-CHANNa ON SIDE wml (3) #10 X 112" ANO
"'NEE BRACE :~ POST ,<.11.'0 (3) #1 0 :: ',12" EAOl
..~~ C'lF~CE Wf11iCOAAOSlON
RESISTiVE "'ASHER HEADED SCRE\-VS
BEAM PER?E.'1DICUl.AR TO ROOF BEAM PAAALLEL TO ROOF
KNEE BRACE TO POST DETAlL
HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DET AlL
ANCHOR PER DET AlL FOR PAN
OR COMPOSiTE PA..~a
SEe TABLE 2.3 FOR NUMBER OF
SOL TS AND StZE OF POST
BEAM AND POST StZES SEE
TABLE 2, , .1, TABLE 2,' ,2 AND I
OR TABLE 2,2,1. TABLE 2,2,2
COlUMN NOTOlED TO SUIT
'Z" X T OR 'Z" X 3" OR 'Z" 5MB POST
::,.,..
(4) #10 x'l2" S_~1.S. EAOl SIDE
OF POST
SIDE NOTCH POST TO BEAM CONNECTION
I i
~.J-
I
V-
------ -
, ',~~
~ ~ -+
I I 1 I
r7l0 .....----
ANCHOR ,. X 'Z" ?tATE TO CONCRETE
WITH 114' x 2.112" CONCRETE U-L
ANCHORS 'Ml1-iIN 5" OF EACH SIDE V /-
uF EACH POST AT 24' OC, MAX.
OR l1-iROUGH ANGLE AT 24' O.C, MAX.
- ~iL rc-
~- 'I !:~
MIS. 3-1/2" SlAB 2500 PSI CONC, \ ,{: ' '..: ~'i- )
6>$-10:<10 W.W.M. OR F1BE.R MESH \~
VAPOR BARRIER UNDER CONCRETE
ti-
'"
w
~
I
HEADER SCAM
ROOF PANa SEE. SECTION 7
H-aAR DR GUSSET Pt.A lC
2" X 'Z" x '1'6" .o.NGLE EACH SIDE
ATTACH TO POST AND CONCRETE
AT lOAD B0\RlNG WAlL WITH
(2) #'0 x '12" S.I.4,S, EAOl SIDE
,. X T EXTRUSION
'-
PtATE TO BE SAME THICKNESS
AS SEAl... WEB
PlATE CAN BE iNSIDE OR
OUTSIDE BEAM OR LA? CUT
r- d-. 50" -I'- d-. 50" -r ,. MAX.
SE'_<:cT FASTENERS FROM l7S' ~I - . - -1- -- - I ~~' 1~
TA8lE1.6 -.;;:-'" :, ~":l
! 7S" ~ _ _ _ _ ~ I '
", ,--,,;
DENOTES sc:<J:"" PATTER.N ,. MAX.
NOT NUMBE':~ OF SCRE'WS
S?UCE TO BE LOCATED 114 TO ',13
BEAM SPAN AND STAGGERED EAOl
SIDE OF SELF MATiNG BEAM
'.1.18. ML"4. iN CONCRElC
d 0: "EIGHT OF BEAM
BEAM S?UCE SHAU. BE MINIM\;M
d - .fj(;f' HEIGHT
2 x (d - .50") LENGni
SELECT FASTENE::t S~ NUMBER
AND SPAG;NG 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 RECEMNG CHANNEL
1.112" x 1.'12" x 0.080" ANGLE
EAOl sloe OF CONNECTiNG
BEAM wm; SCREVY'S AS SHOV'I'N
1@
-@
-l@
:1@
-l@
.:.@
w
...
III
<
I-
a:
w
a.
:r
I-
a.
w
C
~~
~ @
~ @
PRlMARY BEAM a: @
SEE TABLE 2,1. 1 w
AND/ORiABLE2,'.2 ~ @
Ii: @
~ @
NOTE: CROSS BEAM ATTAOlED AT COLUM."4 AND BEAM
PRlMARY BEAM
SEETABLE2,1,1
AND/OR TABLE 2,' ,2
CAAAlER BEAM
SEE TABLE 2 , 1 , 3
MINIMUM #8 S,M,S, x ~4' LONG NUMBEH
REQUIRED EQUAl TO BEAM DEPTH IN iNCHES
EXTRUSIONS WITH INTERNAl SCRE'.... BOSSES
MAY BE CONNECTED WITH (2) #10 x 1-'12"
INTERNAU. 'f
BEAM PER DESIGN TABLE
NOTE:
MINIMUM #8 S.M,S. x~. LONG
NUMBER REQUIRED EQ\;Al TO BEAM DE?'TH
NOTE: EXTRUSIONS WITH INTERNAl. SCREW BOSSES
MA 'f BE CONNECTED Wll1-i (2) "0 x ,- 112"
INTERNALI. Y
CARRIER BEAM TO BEAM CONNECTION
CARRIER BEAM TO WAlL CONNECTION
CROSS BEAM AT COLUMN AND AT BEAM
BEAM TO WALl. CCNNEcnON
(2) 'Z" x 'Z" x 0.000" EXTERNALL'f MOUNTED ANGlES ATTACHED TO WOOO WAlL wml MINIMUM
(2)318" x 'Z" LAG SCREWS PER SIDE OR (2)114. x 2.'/4" ANCHORS TO CONCRETE OR MASONRY
WAlL ADO (' l ANCHOR PER SIDE FOR EAOlINCH OF BEAM DEPTH lARGER THAN 3"
(.oJ. TERNA TEl
I'l 1,~4. x 1-314" x 1-314' x'la" INTERNALlJ..CU? ATTACHED TO WOOO WAlL Wffi1 MlN. (3) 318" x2"
lAG SCREWS PER sloe OR (3)1W x 2-1/4" ANO-lORS TO CONCReTE OR WSONR'f WAlL ADO
(1) ANCHOR PER sloe FOR EACH !N0l OF CANTIlEVERED BEAM DE?'TH l.A.RGER THAN 3"
ANCHOR PER DEi AlL FOR PAN OR
COM?OSlTE PANEL
SEe TABLE 2 , 3 FOR NUMBER OF
SOL TS AND SIZE OF POST
BEAM ANa POST SIZES SEE
TABLE 2.1.1. TABLE 2,' .2 AND I
DR TA8LE2 ,2,1, TABLE 2 ,2,2
COlUMN NOTCHED TO SUIT
,. x 2 '18" x 0.044' CHANNa
wi #8 x 3Ill" wi HEAD S.M,S.
@ 1 '12" 0.0. MAX. SOni SIDES
(2.) #8 x '12" wi HEAD S.M.S,
PA/VU.El@ '12" O.C. MAX.
TI-lROUGH '" x 2 118" CHANNa
INTO BEAM
(2) 5/,5" x 3 112"
CAD, ST, BOLTS 11-lROUGH
....J
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Do
~
POST iN CONCRETE 14 BAR 12" LONG
U-CHANNE1..
POURED CONCRETE REFER TO TABlE 2.4
~COtlCRETEC>>BLOC!< ~ n ~
(') 14 BAA AT CORNE1~S AND 1 if-'r r- '
ON CE.l>ofTC:R FU CEllS AND KNOCl< OUT .
ISOLATED FOOT1NG
INTERNAL OR EXTERNAL RECElVING CHANNEL
J~
3" x 3. POST T1.JRN BOL ,&
TO ANCliCR RJSER
2-314. x 2-314. X 2.112" LONG
118" T1.JBING
waoED CONNEcnON
FAS1CN PER TABLE
I '"
Z" x 2" x 0.063. ANGLES
. b
~A
. .
12" x 1:Z" x 1J4' PU.TE
~112" CONCRETE S~
....---.-..
INTERNAL OR EXTERNAL ANGLE CLIPS
BASE ANCHOR CONNECTOR
FOR POST TO SlAB CONNECT10N
0-
AlUMiNUM TUBE COLUMN
BlOC!( TOP COURSE 'M11i 3000 PSI
PEA ROO< CXlNCRETE
RJ680N FOOTING OR MONOU11-ilC
IF MONOlITHJC SlAS IS USED SEE NOTES
OF DETAIlS BELOW
~
N
<"l
1
-
=
ANCHOR AlUMiNUM FRAME TO WAlL
OR SlAS 'NtTH 114' X 2.112" MASONRY
ANa;OR 'NtTHIN 6'" OF POST AND Z4'
ON CENTER MAXIMUM
(1) fI4 BAR CO:"mNUOUS
II" x 8" X 16'" 8lOC"~ WAlL (MAX. J2")
(" #S~ BAR CR (2) #4e BARS
MIN. 2.112. COVER
KJ~EE WALL FOOTING FOR SCREENED ENCLOSURES
'.:.".
'I' = THICKNESS OR REQUIRED POST
~ ,t'
L~~
, i. =-l"'~ -: I
........ ~...
'V' TOP OF GAADE
EXTRUDED AlUMINUM BASE OR
BREAK FORMED U-CUP
l
...
N
CORROSION RESISTlVE STEEl
THRU BOLT PER SCHEDULE
I
{-
~
;;i
'<--,
I
~
A
16'"
l
A
w
H
~.
~
m
CONCRETE stAB OR FOOTING
CCNC~ ANCHORS PER SCHEDULE
a
TUBE COLUMN BASE SCHEMATIC
INTERNAL BASE
NOTE: ATTACHMENT DETAILS SHOWN REQUIRE DIAGONAl
BRAClNG FOR FREE-sTAAOlNG COVER
PORCH POST CONNECTION
ALUMINUM CONVENTIONAL CONSTRUCTION
'Z -'r MIN.
BEFORE SLOPE
f f
(1) #5 BAR CONT.
~
II I ,.,..--
'7" ./
,iJ.\Ti' . =21
,..
~112"
TYPE I
FtAT SLOP!: , NO FooTlNG
0-2"/12"
ll'PE I I
MODERATE SlOPE FOOTING
2"/':Z".l'.10"
ll'PE I II
STEEP SLOPE FooTL~
;> 1'.10"
NOTES: " NO FOOTING REQUIRED EXCEPT WHEN ADDRESSiNG EROSION EXCEPT FOR EXiSTING
sva wrTHOUT REiNFORCEMENT, THE."J TRIBUTARY ROOF ~ UMITEO BY TABLE 2,4
2. MONOlI11-lIC stABS OR FOOTINGS SHAlL BE MIN. 2.500 PSI CONCRETE 'NtTH ~ 1 ax, a
waDEO WIRE MESH OR Fl6ER MESH MAY BE USED IN UE\J OF MESH.
3. IF LOCAl BUILDING CODES REQUIRES A MINIMUM FOOTlNG USE TYPE II FOOTING OR
FOOTING SECT10N REQUIRED BY LOCAl COOE. LOCAl COOE GOVERNS.
SLAB DETAILS ADDRESSING EROSION
3" X 3. POST PER TABlE
eo lb. 2500 psi CONC~ PRE-MIX
3/8" x ~'12" BOLT
(2) 2" x Z" x '1' ANGLE OR (1) U-CHANNEL x l'
RAlSED PATIO FOOTING
3" x 3' BASE
13
g ~,
PAD FOOTING
1L~
liJ =
I I --'1<
-,I< a- ,I<-
ALUMlMJM STRUCTURE FOOTING
2500 PSI CONCRETe'M11i (1) lIS BAR CONT.
MlNJMlN 2.112" OFF GROUND
RIBBON FOOTING TYPE I
~-~
~--'1<
J.- '2"-J
AlUMINUM STRUCTURE FOOTING
2500 PSI ~ WITH (3) 13 BAR CONT,
MiN\M\N 2.112" OFF GROUND
RIBBON FOOTING TYPE \I
AlUMINUM ATTACHME.1I/T
3-112" CONC~ SLJ..B e x e. 10 x 10 WELDED
.'MRE MESH. OR F1S!OR MES!-i CONCR::T1:
VISOUE.'4E VAPOR BARRJE.q UNDER Sv.BS
HAVING STRUCTURES ABOVE
WE!.L COMPACTED ClEAN Flll. OVER SACRIFICED
NAl1.JRAl. SOIL 90% REU.T1VE DE.'4Sm'
CONCRETE FILLED BLOC!< STEM WAlL
Il" x S' x 16'" C,M.U.
8" x lZ" CONCRETE FOOTING W!l11 (') #5 CQNT1NUOUS
LQO.TE ON UNDISTURBED NAT1.JRAL SOIL
(1) #5 VERT1CA1. BAR AT CORNE."lS AND lr:t.JJ" O.C,
GAlV, METAl STRAP (14 GA. x '"
II" x S. x 16" CONCRETE '3l00<
II" X 2.. X 24' POURED CO~ PAD
(2) iII5 BARS (11l" LONG) EACH WAY
CONCRETE POURED caLS WITH lIS BAR
(SAKRETE READY MIX wi GRAYa)
..J
~
C/)i:)
az
W.~
:z: ~.
c/)z
,,",'C),(/)
(/)!(j5.~
C!W~
W!a~
>'C/)'W
01 a
(,)1 W:
C!N
OI::l'Z
-~
~.(,).Q
c..::l~
_C!0
C/)f-W
~C/)(/)
C!~
O::l
c..z
C!_
~~
(,) ::l:
..J
~.
4
OF
7
Table 2.1.1:
Allowable Roof Beam Spans for Carports, Patio Covers,
Screen Rooms, and other Open Buildings with SorJd Roofs
Aluminum Alloy ~ T"
"....IOu 4-Uoe ::I '"4 'n." ,'V m. ,.:y ""... ,"",....... ''''' "" ...
Applleo ~Oa a 0 "..~n. I .-. oq.-" ,,"'" ~q. '" _ -'l-'" "~ -q.,"
...oau "'00' :z-xm.~ .~..OW III
. ,', .... 0-:> I -,
. 0- O~ '''' -" I a",
.-..> I ,-, .. 0-<> I o~
. , " 0-<> a-> I ,..,
. ,-..> I u~ 0'" " , ,... I
,y 0- 0- .' ,-, ,~
, 0-' o. ,~ , .' 'w
It. o- j '-IV _" .' , .-,
...oao OIou, I ' x.. x "u"" """ow
. ,,- 'V~ ,-/ 0-' .'
. 'w" .- 0" 0,,, "
"- I 0-<> 0" ,. ~~ IV
. .'. 0' I" " ."
, . .-..> 1-<> " 0-0 0..,;
,y "w 1-> 0" 0_ I ,'.
" " 0" , b" a, I '-Q
It. '. V" a-" ",v I ,,,
,-oao "'o\n " .. .. u,u"" ""uOW '0\
, "~ ".." HI'" .. I 0-'
. -. ,v_ .-, ...,; .-.
,,,- .-, i>. I 0_ I -,
. --- . ,~ 0" .- L -'U I
;- -,,:;:- , j.~ r-K I ! -~ : :!-6
'0 ~ ~- "'\1.,.,--- /-.' ~ I 0...
11 "B-.J (-,. I- I 0"" I o~
.. '"" 0-1\1 0.., I ".
~oav H'vU t ' X 4 X [J.U:,o- I1OUOw
. .. "'"" -IV i 'v..,;
, I ..-/ I ".1 'IJ-, 'w-' I .-,
I I 'V'Q . ' .-:0 I .'"
. 'w"w 'v"'; I ',-4' 0" I ,,'
. 'v~ I "- I O-N 0"" I -0
I IY I .'. f .-il .- o "U I -,
I , .'" 0"" -0 f .'.
I 1.. I v". I 0" I 1-<> " I 0-0
~oao n'ou. , X. X 0.0"" Xu. ,vv .,e" ",aung "earn
I .., I 'O- f , -, I
~
;~->
:;:
~~~
;~;
:-0
11..)
hl-o
,j."
"
1Z'
'1-4"
'O-r
e ,,"
i-I
Q.H]'
example:
r'" Z' x 4" X 0.038" x 0.100' Ser.-MalJng Sean; Se<r1'\ span be!'ween ~1ghts use load WIdth 10 enter :ao4.
".,.- ''Z Root Pan~ . 'l Overt1..ng; Load 'Mdth = LW = , 'Z /2' 'Z a.H. = '0 Enter :.able on 'en at 8' "'ad
allowaOle span uroer requlfed ,'ad; Thus for 100 M.P H...,nd loaoAive load or 17 'llSq. Ft and load 'MctI1 = '0.
0"
Maxll"'.zn Seam Span u 2" x 4" X 0.038" x 0,100" = I "'-S" I
Soans do not ,ndude iengt:1C11 knee br.!ce, Add hoozontallength CII knee crace to aCOve spans for total bea
SI'aOs.
Table 2.1.2:
Allowable Roof Beam Spans for Carports, Patio Covers.
Screen Rooms, and other Open Buildings with Solid Roofs
Aluminum Alloy 5063 T-S
Wind Zone=-
Applied LOJ:d =-
Load Width
If
~
1-
r----
~4.
2,.4- 'g-O' ~~-4~
20-, '8',;,- ;1 J;'
i9'')'' :T-T I ~6'-6
Z'" x '1" x o.car .. o.J06- Selt Mabng Seam
Zg.;; 27-4" 2,5'-5"
<I.,
:;':;:
',5'.t
Hi'
14.()"
Load Width
If
~
,0-
1"
1Z'
'3"
r----
:
Notes
~4'
1Ii'
15'-3"
Above spans do not Induoe 1en<J1h at knee brace. AOd honzontal 1en<J1h at I<I1ee brace to above spans for total
beam spans.
Table 2.1.3: Allowable Spans For CARRIER Beams in a Sorid Roof, OPE.N Structures
('02 MPH WInd Zone, Af>piled load. '7 Ib,l "1. Il) Alwnlnum Alloy 5063 T-S
Single Setf-M.ting Beams 6'-0" I a-<r'
Z'"" 4"" o.~.. 0.,00" l'ZJ;' 5'.10'
Z'" x 5- x 0.050'" x 0.12'''' ;'0-0" ~-8"
Z'" x.,.. x 0.055" x 0.120- 21'-4" '1.1"
" Z'" x If' x 0.072" x 0.224- zr-s- 'Z-8"
Z'" x or .. 0.072" X 0.224- N~"" i 17'-4' 13'-1'"
Z' X or X 0.CSZ' X o.J06- 31:,7 18"-,," 15-r
Double Sell-:.labng Seams 10--0" JZ'-<r'
Z'" x If" .. 0.072" X 0.224- 3(1.()" 16-g-
Z'" X '1" x 0.072" X 0.224- YZ"O" 18'-4'
Z'" x '1" .. 0. 08Z'" X 0.306"' 15.10" 20'-1'
Double Sell Maling Seam
2.. 4 Self Mali"9 Seam
added to T"IliSottorn 10'-0"
(perJ>endicu1ar to webs!
Z'" X If' .. 0.072" X 0.224" :;,l'.Q
Z'" " '1" x 0.072" X 0.224- 37'-S"'
i Z'" X ~"Xilcu X 0.306- 4fJ: ?'
Not. s:
Abcve spans QO not Indude iengttj at knee brace, Add hoozontallength CII kn<>'l brace to abcve spans for total beam s;>ans.
WInd Zone Coovenion: Table is constructed for 102 mph wind zone. open structu. . (' 7 Ibslsql!), to convert tabular value to higher (monI
sev,,",) wind zones. mu/liply by the (aclon in the following Convenion Table:
10
Zone
lU.l
pp Ie
Loacl
nve~on
Factor
<l
en :) ;
02;
UJ'~
J:::!:
enZ
ad, C),
en(i5en
CX:UJ::J
~OaJ
of:3~
()CX:N
0:)2
-r-
~.()Q
o.;:)t;
en-, g:, UJ
r-,en,(/')
0::'
O~
c.:)
cx:~
<t:~
();:)
....,j,
~.
f-
u.i~_
a.:S~
<Il..,
";~ti.
-" ....
Q)~~~
C:~O"":S
c: :q: ;e ~
~ ~ ~ i~
.~~;;;i'
WCl5~i!.
'''':z:~
Q)15~~u.
Uw"'''''
C:~~l!!
Q)~O
L. ll,j <Xl
:: :
ro a.
5
OF
7
!
I
I
I
I
I
I
I
I
I
Table 2.2.1: AUowable Attributable Roof Area per Post for Carports,
Patio Covers. and other Open Buildings - ALUMINUM POSTS
Aluminum Post I
, :o~ M"H I ~'; 101"; i ~"; M"; I ~L;SM"; I ;; 1011-'1'1 I
I " Sq. cl. I ::''1. I. I ::''1, t. I 4 q. t. I' sq. ct. I
I 1"\~IOW~Ote I"'{OOT Nea In ~Q:uare reel TOf vano\.,lS l..oaos on r"Ost I
! ~ .l" X \I.V~ nO/iOw c:Jttru30n or [
I
t'Vln(J Load ::
Applledi lo.d ::
maximum
ne'gm I ,-oa.. ,n ,-uS
1-4 i ~.~
~~I i :;.40
.I,J''':'
oN
, .
""
"0
:>:l
"<>
Xl
01
~ ,~
N.J
:I ~ 'r,.)
:-~
.."
0-,
~~
..
j I ~ I
0'
40
:;."
.. x,.;; I. J.Ci~
I .0...0 in :-=5
:1elgnt
o-~
:"lOIICW =..x CiJSlon 0.,.
4.',n ~1 I.:.t '='! .\,0
.:.. :0" .a I I ,,: I IV~ I :10
:"" -'" I d0 I .. ",
I ,;:1 Ii,,", ) 'N ~ :.c:. l .:.AQ ,I
I I..oao In Li:l$ I ~-.1 r x :J,07IT :-10How !:.XtTuSilon. Aluminum Alloy ~J i-o
J.4VO I cJIV I ',U I ,"<l I ,01 I
I L.=--~ I ~~J ~.::.o I 111 I :70 I
I ~,~ I " I " I ~ ! 10 !
I "L,..:11 I ~ I I:' I ~ I ~, I
I lead In Lns I J 1 J r. 0.040 r(oll t-ormeQ . ~umlnum ,:u,o)' J'U~ rl.'4
I ,,-Xl' I ~ I ,1. I V4 I 'U. I
I ~.. Db I r..;~ ! d:i I ~ I 0::11 I
" oO~ I e.: I O~ I '>V I o.J
1 (,,;<::,,:: i ~, ! U I ,,~ ! 4<J ,
1 LOid In L~ ~-1 ,J- X 0.00''':: /"1\'11, rormed . ,:JUinlnum "'IOY i'O~ rl.~41
! .).~ I --c2 ; d(,j ~I t '.>0 I
t "-"l.\i I '" I '0:> I " I ,\)4
I ~. ii.,U I ,,,,4 i 'V:J I ,.1 I 0 I I
, ::,~ :.) I I '::1 I Od I 01 i
i Load In L~s I J x J x t).....W r-luteO r101l0'N uD"'\.Ison . Aluminum ~,J l-G
I
I
f
I
:Yo
.."
'IT."
',~,)
nel1~nt
0'"
.."
.U.i1
:,-.)
~et9ht
'\U~
~ i ..0
,0
ON
~I
1,;1
OU
...
4,
, 4
:>0
..~
->-J
1,)-4
I
I "-.1
I"elght
i ",,-,
I ,"',ll
I ,4-<1
I ,b."
nelgnt
, '0
0"
=
..~
Ii "U
.).4....0
.JJ
"0
:,)1
,UI
dv
Ot.
, ('w
I';",,,,,
'.,::.u
.10
:~b
",-::;..a
:'.:~
., ~ .
:"'"
.,...:ti
""I
~
:>0
"
O-Q
.,
'1
Example:
F,r-d ~oot Atea Nee-:led Area = A' OCSl SoaClng =S' S\""'<:I\,/;'e P""JecllOO = W
A= 5 x ;eN12' 0 H): .'S' = r, vv = 'z. an<: 01'1.: 'Z'!'\et'[ Area = S6 SQ. rl
~or a ~C".n" ;>cst ~ "Z'J m,O.n.. 'N'1nC.e&j ';J( 23:: I Sc. ~t ::>cst :""'IQfCes-are
~) Z" x ),- l O.~- n~io-N E.xtr'\A~
21 All ;>0'51 Stzes IIS.e-: :--eCN :~ 2" :c 3- x ': ,~.. ;-":oHcw Si!CtIQn
Note:
,-'./here ;Q() COf"lOrtQns ClCate a ;:X;Si ;-,e~!":: ot .,:J l:"I a "2D MPH 'N~e :'O:"'..e. a 3" x ~- Roll Forme-: C OUL:>
Nor 3E used ~vse wr"", ~ 's mOre '~.an '0' ,all r. can only svo;>ol'l 39 SF 0( ,oot On the Co,,", ~. a 3- x
3" F'luted Post wrt.~ a po~ t\e'9ht cd ~C".~.. can suO?'Qn an area of "23 so-,Ja~ feet ot area. i"'hvs, oes9" must
s.at!S1y t>oU"l he'9-'"tt a.~ area reQ\JirelT',en-;s
Table 2.4;
Footings" Maximum Roof Area for Carport Posts
Wincl Zone ~
Applied LOoId:
I 102 MPH I 1'0 MPH I '20 MPH I '25 MPH I 10C MPH I
I 17 #ISq. Ft. I 20 #lSq, FI. I 23 #lSq, FI. i 26 #/Sq, FI. I J2 #lSq, FI. I
Existing Stab on Grade I
with unknown
reinforc.emt>nt
\
20
17
'5
'3
'0
i$Ola~d Footing I Uplllt I
Dimensions"" fating (111 Maximum Attributable Roof Area in Square Feet
"~ It 1'~.. 1'-01 520 I 30 I 26 I 22 I 20 I 16
"..~.. "..~ It 1'''' 1,000 I 59 I SO I 43 I 38 I 31
"~".. 1'-6'".. 1'~1 1,320 I i7 I 56 I 57 I 51 I 4'
,'..". ,',r It Z'-o1 2.tl4O I '20 I '02 I 8'3 I 78 I 54
1'''-" 1'''-,2',,-, 2.540 I 1SO I 127 I ", I 98 I ao
2'~. Z'-o".. 2'''', 2,S40 I 155 I '32 I "5 I '02 I 83
2'~ x 2'.(f' . 2'~1 3.300 I 1~ I 165 I ',43 I '27 I 103
2'..-.. 2'of>".. 2'-61 4,000 I 270 I 230 I 200 I 177 I 144
I 2'of>". 2'-6'" I 3''''l 4,aoo I 324 I 276 I 240 I 2'2 ! 172
- Note s:
!sdilled Footing is a ~ conc..-",e re<:tangu'ar solid (L""9th x Width x OeI>'h).
Slab on grade mvsl ~ new Of in good Conditkln,
Pre-Cast Block Footing
Pfe~st footing blocJ< ( 16'" . , 6'" I 4- ) at 2.- below grade WI~" ao # b<l9 pre.rT1lJ. cooaete and badctilled 10
grade,
Dimensions
Uplift
Rating
(.)
1,734
1,8'9
1,904
Maximum Attributable Roof Area in Square Feel
102 I 87 I 75 I 57 I 54
'07 I 91 I 79 I 70 I 57
112 I 95 I 83 I 73 I 60
1'180 # ~!lS
(2) ao . ~!lS
<31 ao . ~!lS
Table 2.2.2:
Allowable Attributable Roof Area per Post for Carports,
Patio Covers, and other Open Buildings" ALUMINUM POSTS
AJumtnum t"ost
I 102 MPH I "0 MPH 120 MPH I 125 MPH I 140 MPH
17 #/Sq, FI. I 20 I/ISq, F~ 23 #/Sq, FI. I 26 #/Sq. FI. J2 #/Sq. FI.
Allowable Roof Aru in Square Feet for Various Loads on Post
J" x 3" x 0,090" Hollow Extrusion. Aluminum Alloy 6063 T of>
.J<J, I <,. I uo I ". I
U:~ ! 1~4 I ',0. I ''''' I
0/0 I " I '.' I 1 ,0 I
'''-' I ll~ I "" I 01 I
J", 3- x 0,\25" Hollow ExtruSion, AJumlOum Alloy 6063 roO
I 001 I J40 .J<J I ,,"" J "0
I .J<J, I .~~ LI.~ I I'" I '0<
~I I m I' I ,~~ I ,0
10 I 101 1~ I 110 j ,;,
4- x." x 0,'25" Hollow Extrusion. Aluminum Alloy 6063 r..
""" I 400 "'J;' I ->.:><> ... I
41l I J4" ~ I "c. "0
.~u I 'IL ,.>0 I 'v. IU
""" I ,,1.>4 /I I:>' lL/
I
L
I
I
I
Wind Lo.d "
Applied Load:
Ma.ximum
I LoadinLbs
I '. \&4
I .J.0<Xl
I J,W,,4
I ,."Cd
I Lo.d in Lbs
I 0,''''
I " '''''
I 4,03,
I .J,UL4
Load in Lbs
Height
'lV
'0' 'v
0- 'v
,. 'v
Heighl
'..-~
'6.1
1il--4
':'V'I
Height
,~-~
',o~-,
", -u
<0-<>
.,J1,
0,,,,,",,
,,432
4,Ui4
'0'
""
"
I
I
I
I
L
I
I Steel post , .","
_ L Wind Load" I'''' II.PH I "0 MPH I 120 MPH I 125 MPK 140 MPK j
I ~i'ed load ;--117 ....Sq. F~ I 20 #/Sq, F~ i 23 toISQ, F:, i' 26 #iSq. c~ I 32 #/Sq, FI. .
I Maximum Allowabl. Roof Area in Squ.re Feet for V. rious Loads on Po",
L Height Load in Los J" x 3- x 14 Gauge Post. 46 I<.s.i, 5 lee I
i ",'v I ',U.U""-l I ,. 1:>U~ '~I
! ,,-.. I .OOU I .~, I 01< I o,~
I "0" I ,.oJ" I -,-,,, I ,C" I "o~ I
I ,,-. I _,01 I ,,-, I Ll, I 1W I
i He ight ! Loa d in Lbs ! 3- x 3~ x \1 Ga ug. Post. 46 k_s.i, Steel
I j~'" I 1,,870 I ...,.. I ''''' I 0",",
I ,,-, I ',I,X) oJU l:xli "v
,~'" o.",V I .,0 I .., I ow
<-> '" I o,;;QfU I "V'> I J4C I ovv
HeIght Load in Lbs I a" x ." x 14 Gaug. Post' 46 I<.s.i, Steel
'0-<1 I 14.,,:>0 I ,40 I o:J-> I ,:><J
2.-'; I '.00\) I o:>u i 4Ql) I "",
:3,,-./ ! 1,1:.-J I '" I 0". f .1'
04-<; I 0.:.00 I .,4 I ,,:> I d.
I
!
;,0'
'''''
, I
'''''
I
I
I
I
01'
.0"
'0
01
OIU
."
J40
.0'
J
.""
0<"
.00
" ,0
"<il
,j~:J
->OU
~f:"
"I"
,~"
'-"0
lit.
Table 2.5: Allowable Spans I Heights for Aluminum Pans
Utility Shed Roof or Walls
1-1/4" x 1Z' x 0.02S~ Panel
Wind Overhang Condition
Region I NONE I 1'-<I~ I rJj'
102 M.?,H. I 7-4- I 7., I 8'-4"
I 110 MP,H. I 0-'1" I 7-')" I 7.,rr
120 MPH. I 5'-4- I 0" I 7.i5'
1.1/Z' x 12"' x 0,026'" Panel
WiND Overhang Condition
REGlON NONE I "-<I~ I r-<l~
102 MP.H. 8'-5"' I 8'~ I ';-4"
110 MP,H. 7.'1" I 8'-')" I 8'.'1"
120 M?H. T.r I T.i5' I 8'.r
1-1/4" x 12"' x 0.03Z' Fanel
I Wind Overhang Condition
Region I NONE I ,. -0" I r.lJ"
I 102 M?,H. I 8'.,- 8'-4' I ';-'"
I 110 MP,H. 7.i5' I 7-'1" I 8'.i5'
120 MP,H. I 0"'" T-r I Hf
1-1/2"' It 12"' x 0.032"' Panel
Wind Overhang Condition
Region NONE I ,.-<1" I r -<I"
102 MP,H. ';-4" ';-Q' I '0'.,"
I 110 M?,H. 8'., 8',1rr I ';-5"
120MP,H. I 7.,," 8'-r I 8'.,,"
3" x 1Z" It O,02S" Panel
Wind Overhang Condition
Region NONE I 1'Jj' ! Z.IJ"
102 MP.H. '3',1'" I 14'.," I 14'.i5'
110 MP.H. ,z.,rr I 'Z.,'" I '3'-5"
! 120 MP.H. , ,..\1" I 'Z." I 'z.,
Room Root Panel span =W as ~ on drawi~.
Note: To double span install Z' x Z' x 0036'" Extrusion at Midspan.
3" x 12"' x 0.032"' Panel
Wind Overhang Condition
Region NONE 1'-0"" I r-O'"
102 MP,H. '5'.5' I '5'.<3" I '5',11"
110 MP,H. I 14'.Z' I 14'-4" I '4'.'1"
120 M?,H. I 13'-r '3'.5" I '3'.1rr
Table 2,3: Schedule of Post to Beam Siu and Number of Thru-aolts Flequi~d
""lJminurn Alloy 5063 T-&
Seam
Size
r x )" x o.OSO" Hollew TUt
r Jt.... .I 0.050'" Hol1QW
r "'" a 0,038"'.0.100' Self ""abnQ Sum
r 1 6" l O.O~ r. 0.'20'" Sejf MUinO Seam
r x.,.. x 0.055'" x 0.120"' Selt ""abnQ Sum
7:* I S" x 0.072'" l 0.22.... Seif Mlung Seam
r I 9'" r. 0.072"" x 0.21.... Self MabnO Seam
r x if'. O,OlI2'". 0,;)06" Se'f MabnQ Bum
I
Minimum
~Q.st Size
I )"x )"x 0.060" Sulloped
13".3-.0.060" Scalloped
I Tx Tx 0,060" Scalloped
I Tx l-. 0.060" Scalloped
I )" x J- x O. O'iIT
I T x :r x O.O'iIT
l:r x:r x 0.'25"
l:r x:r x 0.125"
I · -:1lN~o,ts ~ LoO+",- I
I 114- 0 I Jir 0 I
i 2 I I
I 2 J I
I 2 I !
I 2 I I
! 3 i 2 I
I ) I ;
I" 3
I'! )
Table 2.5,1 Allowable Stud Heights
Utility Sheds Framed With Hollow Aluminum ExtrJsions
6053 T -? Aluminum Alloy (Fb = 15,000 ps~
Load Condibon
IVind Load
Applied Load
~oad Width
'6~
2."
Lo.cl Width
116"
24"
~o.d Width
'6-
'02 M,?,H I 1'0 M,?,H I '20 M,P.H I '30 M.P.H i
, 9 . I Sq. FI. I 23. I Sq, FI. I 26. I Sq. Ft. I 29' I Sq. FI. I
. x . x o.on" Hollow extrusion
'O.1()" I '0-4" I r.,,-
r.;; I e-.10" I '0-5"
. x 1:" x 0,036" HOllow excn.Slon
'1.9"
r.,,"
I
I
1'1':;~8'-8"I8'-3"
I r.,,- I r-," I 6'-8"
... 1:" .. 0.044" Hollow excn.Slon
I ,a.,- I '1-8" I 8'-,,"
, '0-3" I r,,> I r..-
. x Z" x 0.055" Hollow extruSIon
I 10'."- I 1(J-4" I '1"0"
I '0.1'- I 8'-5- I r.,,-
Table 9.3: Allowable Loads On Screws And Bolts
10'.2-
8'-3"
,,'.,-
~-4.
'1-'r
Load Width
16"
24"
'2'-'"
9'.1()"
(As Recommended By lolanu(acl\Jre"'l
\ Self-Tapping and Machine Screws AJJowable Lo.ds iensile
Strength 55,000 psi: Shur 24,000 psi
Single Shu," I
(ibs,)
3J4 I
I
I
I
I
I
I
Serew Diameter
#8
Ooul>le Shu, - I
(Ibs.l
668 I
836 I
I
I
I
I
I
Wittldr-i;wa.
'67
(Ibs,} i
I
I
\
I
I
I
I
I
I
I
I
I
I
.10
"8
576
209
258
J67
380
626
928
'12
" '52
114
\14"
51'6"
JIB"
734
1,463
',522
2.500
3.7'0
76'
'.253
1.588
Wood Lag Screw Loads
U3ing Scu1l'lom Pine S.G., 0.55 cr Equivalent '.1/Z" Thickness
Singi. She... Ooubl. Shear 1
Serew Diameter Ilbs,) (lbs_J Withd......... IIbs.)
I ~ II : I =1 : I
. JIB" , 240 I 400 , 7'2 j
Concrete Screw. An~ Bolls In Concrete, 6ri<:l< or C.M.U.
(Embedment WuOl 6e a Winimum of 1.". Thickness With 1,'14' From Edge)
Z,CXXiII Concrete I 3.000.t Concrelt
Tension (Ibs.) She... I ren$ion (Ibs,) , Shur
757 I 3'9 I 825 I 352
',057 I 6'8 I ','~ I 698
1,403 '.443 I 1;76 I' 503
Sc~ Diarne-tet"
1i.-
51'6-
JiS-
Aluminum Rivets with A1wninUfT1 M.lndrel
Screw Di.meter I Tension (lb..)
1/B" 129
5132" I ' 87
Sh ear
175
263
375
31'6"
262
I
Aluminum Rivets wiCh Aluminum Manore'
Screw Di ameter
\lB"
Sl3.
I 3116-
Tenlion (lb..)
2'0
340
4A5
She...
325
490
720
S,"9'" Sr-..,,... Sc~ Fy = 36 . 4(J k S 1 voel(l Str~1'l
- Oo<.olot Shear Scr1!WS Fy = SO - 54 k S I Yoe\d SIre<'9th
- AI barrel iengtt1s. Celvs Indvstnal Ov.lr.y Use manufactUltfS g"p range 10 mat", 100al....U
lhd<ness at connec:OOt'I, V... d'1at1. TO' Seie-::l scew U S ,....el S<IOSlrtulOOt'l at ~
spect.'ocatopns ... draw <>\is
'OC M.?H
~6'ISq, Ft.
!
I
7'. ~"
5'.3"
7"-4"
S.()-
'0-'-
6''"
-,
I
I
I
I
I
i
I
I
I
I
I
I
a'.."
r'2"
...J
~
CI):::l
OZCl)
W ~ LI.J
I~a5
CI) z .A'
~
06g.-
Cl)CI)C)
O:wZ
WOO
><n1=
OWU
UO:LI.J
O:::lCl)
1=f-0
<UZ
n..:::l<
0:
Cl)f-N
r-(/)Z
o:~O
0:::l1=
&ZO
<~LI.J
O:::lCl)
...J
<
!-
'=
W~
. ~ ~
n.. ~ ::;
+J-~~.
-....,J U ~ I'
(l)...~"
c:~o~~
c: :q: " :g
(l)i5<x~
ro...O(S~
"~~ ~x
W~55e
'IIlJ:~
~~~~~u.
c: '= ...
(l)i3X
I-'Z
3_p
:>0 !1.
U
~~v
U "77, - U lSS9
J SEAL
SHEET
6
OF
7
PAN ROOF ANCHORING DETAILS
EXISTING lRUSS OR RAFTER
SEAl.ANT
HEADER (SEE NOTE BELOW)
#8 x 9/16" S.M.S. (3) PER PAN
AND (') AT RiSER
#10 x ','12" S.M.S. (" PER RAFTER
OR lRUSS T NL
ROOF PANEL
#10 X 3/4" S.M.S, AT 12" ON CENTER
#8 X 9/16" S.M,S. (3) PER PAN
AND (')AT RiSER
AlLTERNATE CONNECllON:
#8 X 1.1/4" SCRE'IVS (3) PER PAN INTO
FASCIA l1-iROUGH PAN BOXED END
EXlSTlNG FASCIA
ROOF PANEL TO FASCIA DETAIL
/
//.J //
// J ' ,.
. "17~--'
/ / . 'I ,I.
/' / f!it
///. I~
//1~
HEADER (SEE NOTE BELOW)
#8 X 9/'6" S.M.S. (3) PER PAN
AND (') PER RISER
. FOR MASONRY USE '/4" X 1.1/." TAP..ccN
Io.NCHOR OR B:lUAl AT 24" ON CENTER
F\..,,1. t.....~:. _..:E #1"; '( 1..1/'r S.M.5.
')R 1';000 SC'c?",""S.\T 12" ON CENTER
ROOF PANEL
#8 X 9/16" S,M,S. (3) PER PAN
AND (' ) PER RiSER
EXlSTlNG HOST STRUC11JRE;
WOOO fl'lA'AE. MASONRY OR Ol1-iER
CONSlRl.JCTlON
ROOF PANEL TO WALL DETAJL
NOTES:
ROOF PANas SHAlL BE ATTAaHED TO niE HEADER W!l11 (3) EACH #8 X 112"
LONG CORROSION RESISTANT SHEET METAlL SCRE'IVS Wlni 112" WASHERS.
AU SCREW HEADS SHALL BE CAUU<EO OR SHALL HAVE NEOPRENE GASKET
BET'NEE.~ l1-iE WASHE.~ AND TlHE PAN.
PAN RJBS SHALL RECEIVE (') EAaH #8"'12" SCR-"W EACH, TlHE PANS MAY 3E
ANCHCRED TlHROUGH BOXED PAN WIl1-i (3) EACH #8 .. I" OF l1-iE ABOVE SCREvV
TYPES "NO TlHE ABOVE SPEC:Fieo RiB SCREW,
t%-J1>
PAN~
--!-o..::.._
'" FASC'.A (MINIMUM)
BREAK FORMED MET AlL
SAME Tl-iICXNESS AS PIo.N
(MINIMUM) ANCHOR TO
FASCIA AND RiB OF PAN
AS Sl-iCWN
#8.. 3/." SCRE'NS @ 6'" D.C.
118 X '12" SCRE'NS @ 6'" D.C.
----
----s
HEADER (SEE NOTE BELOW)
#8 X 9/' 6" S.M,S. @ 8" D,C.
ROOF PANEL
FOR MASONRY USE 11." X 1-114" TAPCON
ANCHOR DR EQUAl. @ 24" O.C.
FOR WOOO USE #'0 "'.'12" S~\A,S. OR
WOOD SCRE"WS @ 12: D.C.
EXlST1NG HOST STRUC11JRE:
WOOO FRAME, MASONRY OR OTIiER
CONSlRUCTlON
ALTERNATE ROOF PANEL TO WALL DETAJL
NOTES:
ROOF PANELS SHALL BE ATTAaHED TO l1-iE HEADER 'Mni (3) EAQi #8 X '12"
LONG CORROSJON RESISTANT Sl-iEET MET AI. SCREWS WITH '12" WASHERS.
AU SCREW HEADS SHALL BE CAUU<EO OR SHALL HAVE NEOPRENE GASKET
BElWEEN l1-iE WASHER AND niE PAN,
PAN RJas SHAlL RECEIVE (') EACH #8.. 112" SCREW EAaH. niE PANS MAY BE
ANCHORED l1iROUGH BOXED PAN WITH (3) EACH 118 X '" OF niE ABOVE SCREW
TYPES AND T1-iE ABOVE SPECIFIED RJa sCRE-N,
COMPOSITE ROOF ANCHORING DETAJLS
/
~
E.l<I13llNG TRUSS OR RAFTER
#8 X 9/'6" SMS SPACED AT
a" O.c. 80TlH SIDES
ROOF PANEL
#10.. ~.'12" S,M,S. OR WOOO
WOOD sc.qew (1)~..R RAFTE.~
OR TRUSS T NL
1;1 0 X 314" S,M.S, OR WOOD
SCREW SPACED AT '2" ac.
#8 X 9/'6" SMS SPACED AT
a" O.c. 80TH SIDES
EXlSTiNG F ASC:A
ROOF PANEL TO FASCIA DETAJL
I....-?~L.-
z'o.
< W
0. 0
I
'-..,,.......,
~
EXlSTlNG HOST STRIJCTURE
WOOO FRAME. MASONRY OR OTlHE1~
CONSTRUCllON
#8.. 9/'6" S,M.S. SPACED AT a"
ON CENTER BOrrl SIDES
r~- ~,~
FOR MASONRY USF. 114" x '-'/." T.'J>CON
ANCHOR OR EQUAl,\ T 24" ~, ::E.'frC:R
FOR WOOD USE 1;10.. 1.112" S.M.S. OR
WOOO SCRE'vVS AT 12" ON CEN"'-E.~
ROOF pA.~a
#8 X 9/'6" S.M.$. SPACED AT 6'"
ON CE.'iTE.q BOTlH SIDES
NOTES:
ROOF PANEL TO WN..L DETAJL
WOOD STRUC11JRES SHOULD CONNECT 70 TRUSS BUTTS OR THE SUB-f ASCIA
FRAMING WHERE POSSIBLE ONLY 15% OF SCRE'WS CAN BE OUTSIDE THE TRUSS
BUTTS. SUB-fASC:A AND TlHOSE AREAS SHAll HAVE DOUBLE ANCHORS
AU SCRE,VS ,NTO TlHE HOST STRUC11JRE SHALL nAVE MlNiMLiM '.114' WASHERS
OR SHAll BE WASHER HEADED SCREWS.
HEADER INSIDE OiME....SfON SHALL BE EQUAl iO PIo.NEL OR PANS "\". THE WAll
THICKNESS SHALL BE l1-iE nilCKNESS OF TlHE AlLUMINUM PAN OR CCMPOSITE
PANEL WAll TlHICKNESS. HEADERS SHAll BE ANCHORED TO TlHE HOST
STRUC11JRE WlTlH ANCHORS APPROPRIATE feR TlHE MATE.qjAJL COI"NECTED TO.
l1-iE ANCHORS DET NLED ABOVE ARE BASED ON A LOAD FRCM , 20 M.P ,.Y. FOR
SBC SECTlON ',606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM
THE HOST STRUC11JRE.
UJ
CJ::
~
f-
U
~
CJ::
f-
en
f-
'"
o
J:
{ ,~
#8 X 112" All PURPOSE SCREW
@12"0.C.
-
I
I
I
I
I
BREAKFORM FUoSHJNG
FASTENING SCRE"vV Sl-iOULD BE A M1N,
OF '"13ACl< FROM niE EDGE OF FUoSHING
3' COMPOSITE ROOF PANEL
SEE SPAN TABLE
N..TERNATE DETAJL FOR FLASHING ON SHINGLE ROOFS
1. FVSHING TO BE INSTAlLEO A MiN. 8" UNDER TlHE FIRST ROW OF Sl-iINGlES
2. STANOAAD COIL FOR FlASHING is 18" ,0'9 MIL COIL
3. FIRST Raw OF NAlLS 'MLL HAVE TO BE REMOVED TO INSTAll FVSHING PROPERLY
4. FVSHiNG WILL BE INST AI...l.ED UNDER niE FELT PAPER WHEN POSSIBlE
5. HEADER W1LL BE PUTTY TAPED AND CAlJt.XEO EVEN n;ouGH FLASHING IS TO BE INST AI...l.ED
8. IF TlHE DROP FROM niE EDGE OF TlHE Sl-iINGlE DCYIN TO TlHE TOP OF niE HE.ADER IS MORE
T1HAN 1" THEN l1-iE DRIP EDGE 'MLL HAVE TO BE BR()I(EN TO CONFORM TO l1-iIS DROP
7. WHEN USING FVSHING niE SMAllEST SIZE HE.o\.DER AV,l,Jl.ABLE SHOIJLO BE USED
'2" .03 MIL ROI..LFORM OR 8" BREAKFORM IS BEST SUITED FOR HEADER SINCE IT KEEPS
TlHE FUP UP OF l1-iE HEADER BACJ< FROM TlHE EDGE OF TlHE FUoSHING
8. WHEN SEPARA nON BE1WEEN DRJP EDGE AND PANa FUoSHING IS REQUIRED
112" SEPARAllON MINIMUM
9. STRlP SEALANT BE1WEEN FASCIA AND HE.ADER PRJOR TO INST~T1ON
/
/
\
\
\_ PAN OR COMPo ROOF PANEL
AlL TE.~'lA TE CONNECllON:
#8 X ~"14" SCREWS (3) PER PAN
iNTO BEAM TlHROUGH BOXED
ENO CF PAN AND HEADER.
ROOF PANEL TO BEAM DETAJL
/
#8 X ~16" S,M.S. (3) PER PAN~
AND(')ATPANRiSER -----'
#8 X 9/16'" S,M.$. (3) PE.~ PAN
AlLONG ?A.... BOTICM
NOTE:
WHEN FASTENING PANELS OR PANS TO
WOOD PL4.TES SCREWS SHAll HAVE A
MINIMUM EM6EDMe.'tT OF 1"
ROOF ?ANa (PER TABLES)
SECllCN 7
t
FOR COMPOSITE ROOFS: ' I \ FOR PAN ROOFS:
#10 X (I + '121 S.M,S. W1l1i 1-1{." lJ- (3) EACH #8 X '12" LONG S.M.S.
D:AME'tR FE.'1DER WASHE.~S PER'2" Pfo.NEL
@ 12" O.C, (LE.'lGni = PANEL
THICKNESS + 'i @ ROOF BEARING , SUPP<".AmNG BEAM
ElE.\IENT (SHe''''N) ANO 24" O,C. @ (PER TABLES)
NON-8EARING ElE....e.'tT (SIDE WAllS)
ROOF PANEL TO BEAM FASTENING DETAIL
(') #8 X 112" \~ HEAD S,M.S.
TOP OF EACH RJSER
NOTES:
1, WHE-" HOST STRUC11JRE is MASONRY
USE ',14" X '.'/4" ORNE ?INS OR
'i4' X 2.'/4" iHUNDERBOLTS
2. FASTEN TlHE EXlSllNG SU6--fASC:A
TO AAFTER T NLS FIRST 'fflni
#1 0 X 3" S.M,S.
BOX HEADER
BEAD OF CAULKING AlLONG TOP OF
BOX HEADER
/~
r
ROOF PAN
1#10 x ,.,12" WASHE.q HEAD S,M.S.
rrlROUGH BOX HEADE.~,2" O,C.
iNTO HOST STRUC11JRE
(3) PE.~ ROOF PA.... #8.. 3Ia"
wi HEAD S.M.S. D.C. iNTO BEAM
(3) PER ROOF PIo.N #10 x," W!l11
S.M.S. nlROUGH ROOF PAN AND BOX
HEADER O',C. iNTO HOST STRUC11JRE
PAN ROOF AND BOX HEADER
FV.5HING 0,024 DR 25 GA. GALV,
2"x 2"x 0.1)6" x BEAM DEPTH
+ 4" ATTAO-l ANGLE "A" TO
F N;,QA WITH 2-318" LAG
SCREvVS AT EACH ANGlE
MIN. 2" x 3" x 0,050" S.M.B.
(4) 1#10 S,M,S. AT EACH ANGlE
EACH SIDE
A = WlOnl REQUIRED FOR GUTT'ER
6 2 OVERHANG DiMENSION
J--A~
BEAM TO' WAU CONNECTlON:
(2) 2" x 2" x 0.060" EXTERNAL Y MOONTEO ANGLES ATTACHED TO WOOD WAU WITH MiNIMUM
(2) 318" x 2" LAG SCREWS PER SIDE OR (2) 114" x 2.1/4" CONCRETE ANCHORS TO' CONCRETE OR
MASONRY WAU ADD (') A."jC110R PER SIDE FOR EACH IN01 OF BEAM DEPTH LAAGER TIiAN 3"
(AI. TERNATE) (') 1.3/." x 1-314" x 1-314" x 118" iNTERNAl ~P ATTACHED TO wo::::AJ WAll wm;
MII>I. (3) 318" x 2" UlG SCRE'WS PER SIDE OR (3) 114" x 2,11." CONC."<ETE ANCHORS TO CONCRETE
OR MASONRY WAU ADO (1) ANCHOR PER SIDE FOR EAaHlNaH OR CONllLEVERfO BEAM
OEP11i lARGER THAN 3"
I
o
o
NOTaH ANGlE 0PT10NAI.
o 0
RECE1VNG CHANNEL OVER BEAM
ANGLE PROVIDE 0.060" SPACER
AT RECCMNG CHANNEL ANCHOR
POINTS, (2) 110 x 2,'12" S.M.S.
AT RAFTER TNLS OR 2" ON CENTER
MAX. WITH 2" x 6" sua F ASClA
MUST RBWN FOR ANGlE
STRENGTH
2" x 6" sa;: MAllNG BEAM W1l1i
(4) #10 SHEET METAlL SCREWS AT
EACH ANGLE EACH SIDE
CANTILEVERED BEAM CONNECTION TO WN..l AND FASCIA DETA1L
....J
-<
:::l
Z
-<
(/)~
0::
UJZ
> <.:). '"
Oii51J.J
UIJ.J..,J
OOeJ
1=-< en; ~I-
UJ;
0::1'-
c.:::lZ
~GQ
f- :::li I-
0:: 0:: (),
Of-~
c.. en '"
0::;2
-<:::l
Uz
;2
:::l
....Ji
-<
~
u.i~_
..... '"
a. ~-
Ul~
....;~.... .
... " u. r--
IV '-" ',..
2~~~~
IVi3~-":'
aJ~J:i~
'Gjf-W;I;
WQa~~
'enJ:)(
IVll:!!lo..<c
Ulll(llUJtJ..
c:~.uj
-)(f-
ij~
~po..
/
7A
OF 7
n
I
tf
f
12"
./
12" WIDE x VARJOUS HElGHT RISER (INDUSTRY STA.NCARD] ROOF PANEL
Table 7.1.1: Allowable Spans for Industry S~nda~ Riser Panels for Val10us Loads
Aluminum Alloy 3105 H,14 or 11-25
r.r"XlT x c..O'9~ 'HJser iJanelS
'..;pen oulldlngs
WInd I Applied! . ()verhang Condlbon
Region Load i~E: I "-0- I Z-fT ~--u
I '0- 1 r-~~ is.o'"
,'Vlnd
4-\T Keg-ion
'1]-"7"71'02 ~.P.H..
c.nclosed 6ulidmgs
ApPlied: C\iernang '...~nd.ltlon
Load \IQ~~E;' ..Q Z~r-v
13 4.'o-r-s-:..> ':).J ,"-i:r
-:;) ;j-, '-;;l
41 I 4.' 4-0 ~-d'" -J
~;.~CT 4-4 :;).(
~ 3-6 :I." I :;.:) I ':)."
o.~,
:r."
:r.;i
I
i 20 "".1"'.11. '
. ~2S M.?H. ,
: ~40 ~Y.11. ,
I ..1
I 4:.(
r<ise( Panels
Open i3ulldlngs =nclosed dUlldlngs
~E l "-0'" ai-ff" n~:; 4'~ ~~7on I ~J: I '-.'()NE; 1'; aiqon
1'- -4 I-I ~-4~ 1.0 ~cr.~r:r: '02!1.1.?~ ~:.., j." ':)-i":
-~:""-~~~"-1~ ~~-g.?J;.' -J5 ~ . ~..... :J-Q 1
- zr -;-p -;-o:.;--I'~ 3'-d"" VJ.? i ~20 M..?H. ,--4"') 4.'T :J-' I c.r
I 'Z-5 M.P H.! Z5 -'~~." ~-:J ~-" "Z5-~-.~ 6'" 4-0 I 4"." I o..if
~.~J2 :J-4 i s:a-iQ-O 3'...... ~-I 140 M..rJ.H., 55 4"; I 4~ ; :;)-0 !
.. . ~ (T
I '25 M.~.H.. I Z6
[140 M,;>.H. i 3~
P~4 x a.DZ5
I
;';;
..3"
4~' ,
c-l
I on
~-J'" ".::/"
'3"..J 1.7
, - I ~ ~...)
; JT7 "r.Y' .
r.;; --r.;;-
i'J i c."
11-H4" x ~l"" x a..~Pane~s
I (.>pen ooHdw9S
e ang n<1l on I 'r In P Ie
~: 1'-0'" 'l.::r'~.J 4'Q"" Re9ion Loarl I'lGro;E
~ I ~~, 1'1]., , 1,.!:l . 102 MY.H.. Z9 .,.J
1 r-.Q '(':rT-~~cr." "OM.~~~
ZJ I 0." I ,.J I ~-:.r ~.r 1 11]-, : 120 M.r'.H.. I 4' :..J"""
~~S'='(I I ,~ '3'.,.,. 1~Z5'"""7i(p.~. ~ 4-',
32 ;,.',' I ~~3. T-, :r., !-": ~40M.~~.:.s-
r::nclosed oUlldlnqs
emal1g
,'-0" Z-\1
fj-.Q r.~
~.i1 I ':)-;i
4~"
'{]-1..
!,'[J'
I '1./
.-.
1-,
n I on
~.(J'
:l'4:!
~'3
I I~."
"'ll
:..,
,-4
4.' i
::.",
~2'" x ~Z" 1. O-""OW ~ser PanelS
'Joen Oulldings <::J1cI05ed aUlldlngs
N\nd I Applied, ~-WndJtJon ,'VlnQ Applied i ;J..iemang r....vndltlon
.'~eglOn , Load '~~~~~...., 4-(]" RegIon I Load ,~~..Q'" Z-J" )'-\1' ,....:J..
r1'~.?]{t-'n '-.J " -0 d'.,) "3';' '[J.T: 1~,?H.., Z3 ::-0 ::;.1, 'J- 'v '$.;" f.:.r
rnOMY.r1. i.lD o-d"'"! 0'" ,-'.T :!.", ~U'-:. ,"OM.~.rt. 'J5" ;J..r ;,.;, ':t.;, i_'~
il~~ZJ I "j.:,) I /-;) 3'~~~.?H.,., 4..Q I ;,~~. 'j-Z' I ~-3.
I 'ZS MY.H.. I .l5 I :lC.H.T 0.2 r., I ~.~ 3"~". I ,~ !.Il.?H. I 45 4.~ I 4~'(]'" I "." I ,-0 i-I..
~ M.P.H. I 32 I ~.J I J..(J o~, / .'1~ i '1., 1'40 M.P,H..; 56 ~." ~.~ ~-o T.Z' d'.i'
~2"'""ilr026- ;:ljs;ef r"arletS
I Open cUlj(hn9S t:nclosed BUlldlO9S
I Nlnd I Applied j Overtlang Con<uboo Nlnd I Applied I Uveman~ l.;<)('ld.Jboo
I Re~on Load i ~E I , -0 ~~.qr-, Region Load ~E , -Q Zq ~..J" .{'..,J
~;.::~.~ I ~ ! ~:~ i ;~ I ~:; i ~~,~ , ~;:~ : ~~; ~::~ : ~ : .',-,~ : ~:~ r" ~,':: ;~;~ ;
r-zo M.joI.i1. i D r.s- i r.Q~ i ~.-:I" I 't.~. j '1J.\J" 1 1~.P.H. ) ., i ~.;, I ':l.T 5-T I 6'.'~ '1-o~
I 1:<5 M,?H. i ;:s r,,: ,".11 I .- ," I '11-6" : 1:l!ll:~ .'. I 0.1" S'-?' , ." ~:
I ~iO ~,P.R: I 32 5'~5 ~'~TW'.'~: '40 M.P.H.; ~ ~~ ~.l 6'~1 r-, I ~.:r
I EncJersed 8uudln9S
I t'Ylnd I Applied! Overhang ConQlbon
~-'T RegIon Lo.d I ~ I ".0- 2'.0- I ~-<J"
, .J"" I 102 M,P,H. I ;:!iJ j r., J r.f;) ~.Z' i '14-
".~ I "0 M,?H. I l5 I ~..o I t).:f" r.r 6"'I\J""
I
4"~
I 'a~
11J-4
o.
-Q
-I
"
~ I I !
~: Total root ~ ...<lIl1 = room ''<KllI1 plus.... WIdth plus ~
IT
I
;:
12"
f
L
.
12" WIDE X 3" RISER INTERLOCKlNG QNDUSTRY STANDARD] ROOF PANEL
SEE iNONiOUAL f'ANEL SPECIACATlON (IN TABLES) FOR AllOY AND ""UexNESS
Table 7,1.2: AUowable Spans for Industry S~nda~ Riser Panels for Various Loads
Aluminum Alloy 3105 ;';.14 or H..S
4-v
"14
r 1 ~r x 0.0'9'. Riser Pane,s
Ope n 3uijdings
Wind I~ Applied I Ovemang Condition Wind
Re.pon Load I Noro;e I "-U' 'Z<r i ~-U' 4-U' I R'9iOn
: 102 \l.?,H. I 17 i ,,'.,,' i '2'". I 'Z.7' I '~-4" 14'-4' i '02 M,?H.
; "0 M,?H. I 20 1'0'."" 11'.Z' I "'~ I 'Z';;- 13'.7': "0 M.?H. I
: ~20 ~.?K. i Z3 j '\1-'"5" ~ 'O'-S- 11(]-,,"j 1".,0": ~Z.".. i ~20 M.P.K.
1'25 M,?f4. I ;:s I g.7' , g,11]' I '0'., I ,"-4" : 'Z-6" ' ~25 M.P,H. I
I 140 M,?H. I ~2 I g-<!' f g.'1" I ;-7' I '0'-7' I 1".'1]" '40 M,?H. I
i r X ,r i 0.026""' Ri:;er Plneis
Ope n Buildings
i Wind j ApOlied I Ovemanq Condition Wind
I i<e9ro~ I Load : 'lONe: "~ ':;:.~ J'-U' ~-U' R'9ion
1102 \4.?H.! 11 i 13'-""'1 .,4'-'. ~4.~ :S-Z' I ,fS"(]" : ,02 M.P.H. I
I "0 M,?.H. i 20 I ''l.11]' I 1'l.'"I '3'.5' 14'.2" I '5'.,' I "0 M,?H. I
I UQ '-'.?K.! 2J j ".~".. ~ 12'-'" j ~z.-r ~3'-4"': 14'~5'" 1 120 M.P.H. I
1'25 M,?H. I ;:s I "'.3" "'.;;: 11',"" 'Z,<;' 1'3'-11]'; '25 1ol,?H. :
i ~40 M.?H. I 32 I '0.7 i ~(]-4" : ~O'.".. I ~1'.9'" i 'Z.".: ~040 M.P.K. i
j:r x 12"" x 0.032"" Riser ?anels
: Qyen BUIldings Endosed Buiidings
Wind I ApP(j~d f Overtli.ng Condition Wind I Applied Overhang Condition
Re.pon : Load : '<ONE' ,'.(1'" ! 'Z<r I ~-U' 4'-U' Re9,on Load I NONE I ,'<r I 'Z-U' I J'-U'
'02 :.t,?H. 17 "S-5'" "S.JS I "S'.,,'" I '6'-b- ..7-4'" 1 102 M,?H. i Z9 ! ,".'7 ! 11'."" j ~Z.S'" I 13'.:) I
: nOM.?.,l-t. 20 ~4'.'Z' 14'-4" '4'4~ ~5"~S~ I "5~r i '10M.P.rI.: .3S '0'.9": 1a-""1 ,,'.S- I ~Z--:r
: ~20 ,~.?H.. Z3 I ."S.T '3'.:;. "3','<1"' '4'-0 'S'''O '20 M.P.H. 41 i1~"" : '0'.,'" i 'f].FI" : ,,'.r :
; '25 ~.?,H. ZS .Z.S" ,., '3"-,.. '3'.,\7 ,4'~~0" '25 M.P.H.. i 4.S '1-5" ?-8" I '0'.:) "'.T i
~40~.?,H.. 32 ~,'.:r ,..,~ "'.".' .'Z.g" '3'.7 ~40~.P,H. 56 ~.iS'! ~.~: '1-4. 'O'-~
Note: 7or.3Ii ~ oa:.ell 'Mdtn = rTJCI1'. '.-rlctt'l :iU '-Had 'MdU1 ~us ~
4'-U'
14'.3" !
13'.5"' !
'Z,<;' i
''Z., I
, ~'-3'" !
Table 7.1.3: AIJo"/able Spans for Industry Standa~ Riser Panels for Various Loads
Aluminum Alloy 3105 11-28
I T x ,X' x 0.019"" Riser PaneiS
, Open aWldmgs C'lOcsed. BuUOlOgs
I :~":n i ~:'~:d: 'lON!:; ~~'7;~W~~ :~7:" I ~~':o: ~ I E:~I n~nlw~ I :.:.:.1
~~~,:.:; ~ I ',:.~: ~;:~~:! :~~ :;:': I '5"~", :O}::~ i;; I ~:;~ I ;~~ I ~~,~- I ;;; I
h~~~ ~! ~ ! '::.:~'l: ~~.~: : ..~~: :f~ : ;;~ : ~~ ~:~ ~: ~~ : ~-~: I ::: I ~:~ I ~~::: I'~:;': I'
I ;~:_;;R: I ;; , c.-~. ~:;. ~~:,~ ,,:;. I ,z,','~.;;R:, 55 '~'f I r.,'cr- , ~-;:. . ;;.1 ;;; .
T x tT x a. 3er anels
pen l.U In~s
~non '101
[C<ONE I ,'-'T ~ 'l-lT I ~-U' i 4'-'T j ~ion
I '02 M,?H. I 17 \ 16'-Z' I 16'.3" I 16'~ I ~ r.3" I ,~-(]' I '02 M,?H. I
I :~~:~::;: ~ : ;~:~~:: :::: :::::: :~:::! :~~ : :~~:
I ~;S ~.;.R: i ;; I ~~;., I ~;; ! ~i? I ,~ I !o4 i;;; ;.
\ .~J2 ! ".r.r "." ~Z.~. I 13".3"" i ~4"~3'" :'4Cl M.
o>e
II lngs
ang
fe
Load
<3
on
x. r..
sat ,neiS
pen UI lngs
? ie , an;, on I
Lead ! NONE I ,'-0- I Z-fT ~./T .':a-i
I -4 I I I ~
on
In
Region
I
Region
I, .
I
~: ,otal root ;><n>I....<lIl1 = """",..dll1 ;Ius,"" ...,.;rth ;Ius ~
J
t
INDUS1RY STANDARD CLEATED ROOF PANEL
,2.00'
l
l
^
Table 7.1,4: Allowable Spans for Industry Standa~ Cleated Panels for Various Loads
Aluminum Alloy 3105 H.14 or 11.25
'..J.I4" x '2'" x 0..019"' C:;eated Panels
Open BulidlflQS
In pp Ie e all9 n I on
Region Load
-4
T.,rr '?'.r i
~2'" x 0.0-.32"" c;l.eated PanelS
r-- open "Buildings
In pp Ie e ang I on
Region Load I
I I
I 1 -4 1 - ., l' ' ,
I
iTI
I
-,
-4
'.'
I
~ote: ictal roa ~ W10U'! ;;: rocrn ."",dtM plUS wall ~ pius c'-oert"ang.
":l'1.. I ':t-e 'J I
z:r1
., . "f
,n
Regi on
t::t'Idosed OUlldlOgS
emang onal on
pp Ie
Load
.1
, .
o. o.
I ,-
I 0
" I ::100 I 0-0
n ltion
~'3 1,.5 ~O....-:
~: . ~,'~' : ;~:~ 1
ClOse UI mgs
e .lng n I on
I
r.~,. \ ~-Z' a'.1'\~ I '"."
.1
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Region
enClosed Buudm9S
e an; ...on I on I
r ~IONc I ",on I 'Z.(J" I ~-lT or'1l"1
I
I'.'
pp Ie
Load
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AlLUMiNUM SKIN
E.P.S. CORE
SIDE PANEL CONNECT-
nONS VAR'f (DO NOT
AFFECT PANa SPANS)
SELECT PANEL DEPl1-t
FRCM TABLES
48"
/,'"
,:'
COMPOSITE ROOF PANEL ONDUSTRY STANDARD]
Table 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
~ x 'J.01Ij'" ;;anets J
; , ~--e;'l 8\r.:dlO<J~ E.-,..;.. "''!.Cd 6U1ldln~$ . j
:- - ~I ~- -- ~i1ng ConQilj~ ,'f'Y;~'j j ,o.,PP'lca I ~""'''ft(J ~ndlbO.n
i R't';IO" , LOild i ~.v.JNE I "-\1" I T.a ~.(T:~ Region ! Load I NQ~E j "..{1" I Z.-:; ,~..J" C..JT~
~;7 H. i n I 11'." 'Z~, ~2"-o '3"4- i ~4'-4- ; 102""'fl"~J1.: l!J I 3'~,- I 1-4- I g." ,,(].,,- ~z.~ ~
I "0 "'.P.;;': ZO 1'<;-" "." 11'-3" 'Z-iS I 13'.,- ,"0 M.?,H. I ~I ~,3" I ~-Ij I 1.. ,H].. 11'-1> ~
:12ll'V,P."'-, z:J IIJ-> 11]" I'~ 1 I ,10" I 12'."": l;lll M.?;;, I 4' I I:-Ij I r,'~ 1 0-<> ... , ,..',-
: '25 M.?H. lti i ~.I : 'J.,rJ" ' '(]-~ ,-rr4 : :;{-6 I 1"25"'1if:P'.r1. I 45 I I =4" I I -/ I 3':r' '1-'5' '0'.10"
I ~40 M..?rt. 32 ~~ i 8".,,- I ~..(J iO'...o '''~~.r-t. I 56 6"~, t 0.10- I I -0 (f.nR 10'.4 1
J- , t.r I 0.024- r-aneis I
Upen CuiJGltngs enClosed dcJlldlng,5
OVert'lan~ Con<1Jtlon I Wmd 1 Apciled i Uvernang .....ondltlon I
,'.q- I Z.o I J'.f}' 4':<r1 Region i Load : NONE: ".f}' I z.o" J'.q- I ...q- 1
1':r-~ J '3"~11.T: ~(-I- ~5-6"' I '02 M,P,H. I Z9 : 11].2'" 10'-4 i la." i " -'0"' i ~2",~'~ I
'Z.:;) i ~Z.ii I ~::r-Q ~4..;r I "~~~3'.:.r :/-0 1 ll. " '~-if I ~Z.J 1
,,-/ ~z.~ i '~J.'" t2D M.i-1,rl. 4' 0-1 ~''$ 'i.~ ~C'-~: ".T ~
\CT."'.'~~--o ',Z-" 13.5'"""7125'll:l"',rl.1 4.5 ~-?' ~5 :/i l(]rl'"
3".\",- ~a""::l "\.;) ~Z": 14OM.P,M. 50 -4 ,- ~ ~-- :I: i '0'~'1(]"~
'l'Vlnd , ,Applied I
: Region i Load ~NE,
, 102 M.P.i1. I 17 ) ~3'.J'" I
,1l'C/IOl:~ ZO I "Z,. I
,2Olif.? H.. z:t i ~ .~
~~ M.?H.: 25 ~1J-~
-'40 M,P.rl.' ~-Q
r 1. 4.i'"' x 0.030"" 1"'3nelS
Upen CUltalngs ~closed Oulldlngs
,-mr;:a- I A~'pjjed! Q<.remang COndItion l ~md i Applied I Uvemang ......onwbon
Reglo' I Load "NtJNt:: "-0" Z-O" r..:::r .c.:r I RegIon I Load :~NE' 1'.{f' I l,(J" 3"-0", 4T.;j I
.~ ,02 ,II.?"'- I " . ~S'~', "~'~'Q"' :~~.,~O" '~; I i~2 :M.~?,~, i, ~49 :, '7.!J"T'~~'-:: I ;;~ " ;~-~o , ;~.,
"Tf~~'?: :~~: ;':~. :5~. ;~:~ 1 '~~lo!~~'1 J5""T'~~ I '~:,_, ''.'':..' '--=.:......
'12O"ll,~~ ,~ -0 'I ,,41. I ' ,. l ,"* 1 ' . . I , I 1U'-' : 1 I ~ . " . !~.
'ZS fol.?"-, 46 'Z-T ''Z' ,0" 134 ,4.1 '5.;)', '2S1l:~.",-, .., 1 '1-1j I '1.'0" I '(;" ,:"~ ;~.T l
~?,H. J2 i',~ 1i.,(f" ~Z-Z' ',.n~ ~J.n : 14OM.P,ri.: ~ I !? , 3',n" , 1'-0 ,'7J--o ,.'1' j
"'iote: ":"'Otal '?Ot 'Janel 'Matti = ~ 'Mctn ::rlus '-Had 'MdU1 ~us 0\etT'.;r.g.
r~
LII
I
I
"
0.0'9" AlLUMINUM COVER PAN OR
CONllNUO\JS AlLUMINUM SHEET
f
#8 X 518. CORROSION RESISTlVE
WASHER HEADED SCREWS AT 24.
O,C. ALTERNATE #8 X 518. 5MS
W/'tz' DIAMETER. WASHER.
w
TYPiCAL INSULATED PANEL
NOTES: 1. _';STALl RIGID FOAM iNSULAT10N iNTO AlLUMINUM ROOF PAN.
2. COVER INSUlA1l0N WlTI-1 0.0145. PROTECTOR PANa Wl1l-1 OVERlAPPING SEA"'S.
3. ."'SUlAnON PANEL SHAll BE CLOSED 'MTH AlLUMiNlJM END eN> TO SECURE PUCS...ENT
AND TO DiSCOURAGE THE NESllNG OF WILDUFE AND OR INSECTS.
4, PROTECTOR PANEL W1U BE SECURED BY #8.. 5t~. CORROSION RESISTlVE WASHER
HEADED SCREWS.
5. SCREW PATTERN W1U BE 12" ON ALl PERJMETERS AND 24. O.C, FlaD ON EACH PANEL
6. AlLUMINUM END eN> 'MU BE ATTACl1ED 'N1TH (3) 1#!:x1rz" CORROSION RESIST1\IE WASHER
HEADED SCRE'-NS.
Table 7,1,6: Allowable Spans for industry Standard Composrte Roof Panels for Various loads
Aluminum Alloy 3105 H.'4 or H.25 '.0 EPS Core Density Foam
~~!l'" 1'00<010 , ..~
Opell a'lIl<::II-:gs enClosed tilll;,,-logs
I ;;:~ I ~:~d ~~:~~<ll;~ I 4''11"1 ~:~~~n I ~:d ~I , I <Jveman~g ~~~~~'"~~~~
11021lJ'.rl. I 17 I '4'~-.I" 1 14'.r I :s.:> I ;~'2" ; 102 ~.?;;, I 2ll f].g' I 1 . 1.~ I '~'3: ' :~.: I
R' ~zo 11~';;"1 ~?'1 I, 1~-iS I ,..-~:rjl :~:-~' inoM.l'R: I:IS - I' 1 (;-r I "., ,''Z., I
ZO M,?!'.' ZJ I 1 ~-il" I ;3"0_ .'_' " ZO M.P,H,! ., I g-'J' , g.:;' i g,,: I ,<;.,<::, :z:1'1
25'll]1'K'. 2ti 1"-4 I '1-0 I 'Z..q- I ~Z., I 1 .i "Z5 M.?H.. I 45 I~:r I ar:'ll" I '1'=6 '(1-0 -r:T1
\ '40 "'.~.J-t. \ 3.2 I 'U-;,r' \ 1(].~ 1 11']-1' \ n.'!,]" I ~Z.i\ . \40 M.~.H.. I 50 \ r."T I ,-"t, I ~..() I ~.'4" " I
~ )( 0.024 i-lanels
I Upen dwldlngs I E.nciosed Buildings
II ~Vllld I A.ppiled ! lJ'I,~rhang CondItion I WI~d I Applied I Uve~ng CondJbon
Region L~d !'lONt: 1 I'.q- ,~:r--<rj4"~ Reg'on Load ~-l7" I 2'~; 3':"-
I '02 M.1oJ,H.. I '~~-Q I ,~.'lT i 10-0 i 1f -4~ 1 '02 M,Iol'.H.! '" I ~"-"T I "~.,, I 7':1 : ,s-~
1"0 M.?H. I 20 il".~.J. 14..;r I 1~-4 I '16.3"' I "0 M.P,H, I 35 I 10'..(f" ! 10'."- i i'_~ ',.'S "3"....4~
~~ ~:~.~: ~ :~:~ ~r'T"4':~ : ::.:~ : ~~ ~'~ ~' ~~ i 1._',:" : '~-;. I..
,~;.;K, ;; ~~-~ ~1'~ ;~? I ,;.~ ~~~;R: I ; ! ~.~ I ~
I
~~i
~;l :, ::i
~-4 :\1.4
'Z-1"
~
.-<f'
I~O,O"J(j' ?aoels
; Open c:uHdmgs "Enclosed &J1ldlngs
I 'NlOd I App4led I Ovem;ang COndlbOf"l ,',Vtnd I Apptled I ~ConQ.ltion
I Region Load ~E I "-0"" I T~~.r~ Region I Lead i~E 1'-Q"" Z..o- ~-fT 4..(T
~.joJ,H. I 17 I ,r."T J ~r-VJ'i ~~-d I ~S'.~ ,102MY.H. I " ~S., ~:r..(f" ',4.~ i4.1lJ ,~--r ;
~'O'liI:Y.H.! lO : :6'=4~ I Hi-=> I i6'.HT! 'T-!) ! '~-L : "0 M,~.H. I :u j 'Z4 1 ~Z-Q ~Z." 1"$."T ,4.-{":
i12c M_P.H.. i Z:J I ,5'.~~ ! '5-9'" , 16'4 I 1T-, . '20 M,.Iol',H.1 '1 I ,,..~ '"., ~Z.' ~"''': 1J.'~ ~
I lZSlol.P.H. , 26 I ~4-4 I 14-,> I 14.'0" I 1S-Q' I ',5,,- I 1<5 M,?"'- I 4.5 I '(]." I 1'.1 ".r lZ,5" , \'r-8"i
I '40 M.~..H. I J2 j ~Z." I 13.'~ I 13-0- : ~4-J'" , '15'-2" 1 ~40 M.?K. I 51 I ~I '\J~r " .~ j ~4./- 1
:"tote: T ot.aI: rod p;:n:I Width = ro::m '-Nldth pus 'NaIl '""eM ~L4 c.ert'1~
ATIACl SHINGLES TO CCM~ ROOF PANEL
'MTHINDUSTRlAI.. ADHESIVE .
(2) CONTINUOUS 1/4. UNES PER SHINGlE .. TO 6. a.c.
. CHSt,l REX-<'\. PRE.t,llUM 946 URETHANE ADHESIVE
. OSI " RF140
AlLUMINUM FACING
EXPANCED?Ql YST\'RENE OR POL YlSOCYANURATE
NOTE; MINIMUM SLOPE jJ4" PER FOOT Wl-IEN INDUSTRIAL
ADHESIVE IS USED FORATIACl1MENT
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SHEET
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