HomeMy WebLinkAbout00-9332
BUILDING PERMIT
CITY OF ZEPHYRHILLS
(813) 788~6611
Permit
09332
Date J ~,Ioo
,-DG
7).-
BUILDING
ELEC\'CAL
PLUM~G
MECH~ICAL
Sewer Conn
Water Conn:
Property Owner: \)B.:~ S r"'-tA G k (e
Job Address: ,1 q b 20 ~~"'~ Y 5 "" w.. 'I .
Parcell.D. /I J l.(- 211 -::2 I - 0 b 'I' ('I ... no fr? c).. 01...'10
Water Meter:
T.I.F.'s:
Zoning:
Description of Work 1 J
loxle SJ'Pq
Radon Gas:
"1 K '-I (p
J-
NO OCCUPANCY BEFORE C.O.
Complete Plans, Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordance with City Codes and Ordinances.
FINAL
~- 3~O!)
DATE
Inspector
DATE
jJ!L
Permit Fee
-. Signature
Company
Address
Telephone#
~ I. 'i:i ~
C)~~'J ~~
Valuation or I 0/ Q JO. ~
Contract Price -r' 0
City License Registration #
State Certified License#
s,~) -~D 2-'
J~;'3 \ ~
lo"'\ f~.
BUILDING
ELE TRICAL
ME HANICAL
~:~ SLJZl~~
Lintel
FRM.
Insul. CL
WL
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compress
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.
APPLICATION FOR PERMIT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
DATE RECEIVED .E - i <:' - ~)' c)
PLANS REVIEW FEE
OWNER'S NAME lJll# ('5 jVJ'L' C K L r
JOB ADDRESS ~9't.ZO /l-P>FTJ.}S IA./$Y
LEGAL DESCRIPTION: LOT (S) 2::3 t ?"f' BLOCK
PARCEL ID # "2...<1-U-z.../-l)()2/)-{)OOOO- 02:1>D
WORK PROPSED: [JNEW CONSTRUCTION ~TION
PHONE
1)/ I} 9 - -Z 3f),~
SUBDIVISION
(OBTAIN FROM PROPERTY TAX NOTICE)
[JALTERATION
[J REPAIR
[J INSTALL
[J SIGN
PROPOSED USE: ~ FAMILY DWELLING
[J COMMERCIAL
[J MOVE
[J DEMOLI SH
[JMULTI-FAMILY
[J INDUSTRIAL
[J# OF UNITS
[J SWIMMING POOL
[J MOBILE HOME
[JOTHER
D RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK , LX /:.r
BUILDING SIZE )0)1/0
Of<.. J rJEIA/l?r l"1x "fb .:s7l:<Jc:r,.LL veoa? /O)l)~
"
SQUARE FOOTAGE /(J {.'/ HEIGHT g
RESIDENTIAL:
COMMERCIAL:
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
c-fl~
tJlJ (!
PERMITS REQUESTED
c..---
[J BUILDING
$
1)0;0
VALUATION OF TOTAL CONSTRUCTION
[J ELECTRICAL
AMP SERVICE
[J FLORIDA POWER
[J W.R.E.C.
[J PLUMBING
[J MECHANICAL $
TYPE OF CONSTRUCTION: [J BLOCK
[J FRAME
[J STEEL
[J OTHER
~~.
1:L~:1~
VALUATION OF MECHANCIAL INSTALLATION
[J GAS
[J ROOFING
[J SPECIALTY
[J OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE
[J NO
SIGNATURE
QA~ ~AfL
COMPANY fl::J~ C. O/VS r
STATE CERT OR REGIST # CI!: Co 33~ ZJ
CITY PROCESSING #
BUILDER
******************************************************************
ELECTRICIAN
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
******************************************************************
PLUMBER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
* * * * * * * * * * *.* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
MECHANICAL
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
OTHER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
.The undersigned understands that this permit Inay be subject to ~deed restrictions" which
may be more restrictive than City regulations. The undersigned assumes responsibility for
compliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they may be required
to be licensed in accordance with state and local regulations. If the contractor is not
licensed as required by law, both the owner and contractor may be cited for a misdemeanor
violation under state law. If the owner or intended contractor are uncertain as to what
licensing requirements may apply for the intended work, they are advised to contact the
City of Zephyrhills Building Department, 813-788-6611.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) sign portions of the ~Contractor Sections" of this application for which they
will be responsible. If you, as the owner signs as the contractor, you are indicating that
you, rather than the contractor, are responsible for the work. If the contractor wishes
you to sign as contractor that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in the City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of ~Florida's Construction
lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture
and Consumer Affairs. If the applicant is someone other that the ~owner", I cerify that I
have obtained a copy of the above described document and promise in good faith to deliver
it to the ~owner" prior to commencement.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the information in this application is accurate and that all work will
be done in compliance with all applicable laws regulating construction, zoning, and land
development.
Application is hereby made to obtain a permit to do work and installation as indicated. I
certify that no work or installation has commenced prior to issuance of a permit and that
all work will be perfo~ed to meet standards of all laws regulating construction, City
codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other governmental agencies may apply to
the intended work, and that it is my responsibility to identify what actions I must take to
be in compliance. Such agencies include but are not limited to: *Department of
Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment
*Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas,
Altering Watercourses
*Army Corps of Engineers-Seawalls, Docks, Navigable Waterways
*Department of Health & Rehabilitative Services, Environmental Health Unit-Wells,
Wastewater Treatment, Septic Tanks
*U.S. Environmental Protection Agency-Asbestos abatement
I also certify that, if fill material is to be used in Flood Zone ~A" or ~A,etc.", it is
understood that a drainage plan addressing a ~compensating volume" will be submitted which
is prepared by a professional engineer registered in the State of Florida prior to permit
issuance.
A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes,
nor shall issuance of a permit prevent the Building Official from thereafter requiring a
correction of errors in plans, construction, or violations of any code. Every permit
issued shall become invalid unless the work authorized by such permit is commenced within
six months of issuance, or if work authorized by the permit is suspended or abandoned for a
period of six months after the time the work is commenced. One 90 day extension of time
may be allowed for the permit with fee charge of $15.00. The extension shall be requested
in writing to the Building Official. An approved inspection must be logged during each six
month period, or the project will be considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A ~NOTICE OF COMMENCEMENT".
SIGNATURE: OWNER OR AGENT
SIGNATURE: CONTRACTOR
acknowledged
19_
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _____day of
by
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _____ day of
by
acknowledged
19
(name of person acknowledged)
Dwho is personally known to me, or
(name of person acknowledged)
C1ho is personally known to me, or
o who has produced
(type
and whoD did Ddid not
of identification)
take an oath.
o who has produced
(type of identification)
and who Ddid [)::iid not take an oath
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
/\.\ (---
/"'\ "., Co,.....:::. ! .
L of 2.'~ d Z --f ~~j) ~l "-.\lfL
SQ. FEET PRICE
MAIN OR LIVING AREA foL{-Lf - ~.::::,
1')-
OTHER AREA UNDER ROOF
Dz-\o(fi w!\'t OTHER J ~2- '0, 0 ~
'V ALD, I OJ 7 lJ.'
BUILDING: ".- 0 c
7'J.
ELECTRICAL: ,J/fr
PLUMBING: JJ!l+-
MECHANICAL: tJli1
~Lf-I Si' #. RADON: ~. '1-'-1
CREDIT: tJ)rr
"-:-)
, c:J:'I '-'
SEWER: ~ ~tt-
WATER:
TOTAL: ...J...-
I
T.lpsl /Jlfr
-cb~""~
I
tPROPERIYTAXBECEIPT - pASCO COUN1:t .r.l.N'L~'-
~
P&L 02416-05
PARCEL 24_26_21-0020-00000-0~40
1999 REAL ESTATE
MIKE OLSON, TAX COLLECTOR, pASCO COUNTY, P.O. BOX 278. DADE cITY FL 33528.0278
MLCD 30ZH
ASSESSD VAL
HMSTD EX
OTHER EX
TAXABLE VAL
64431 THE EMERALD POIMTE RV RESORT
PHASE ONE PB 34 PG 87 LOTS 23
64431 ~ESCRIPTIOM OM TAX RO~
,., I In. I I I 1,1' 'I I I I n 'I I I., 'I' 1.1 I I ,II, nil 111I \ I II I 1'\ 1\ I I I I
SCHMUCK DANIEL J & MARILYN A
48124 REX
UTICA MI 48317-2248
*PAID*
11/22/99 556245
1623.30
ri'-'tJo..,.,T -.\,,;\0.1
PASCO COUNfY FWRlUA
NanCE tlF AD VALOREM TAXES AND NON-AD VALOREM ASSESSMENtS
1999 REAL ESTAT.E
ASSESSED TO SCHMUCK DANIEL
ASSESSED VALUE 64431
PARCEL 24-26-21-0020-00000-0240 )
----- .
---
TAXABLE VALUE 64431
TAXING AUTHORITY
COUNTY COMMISSION OPERATING
COUNTY SCHOOL OPERATING
COUNTY SCHOOL CAPITAL OUTLAY
CITY OF ZEPHYRHILLS
SW FLA WATER MNGMNT DIST
HILLSBOROUGH RIVER IASIN
COUNTY WIDE SCHOOL B8MD 1973..
COUNTY WIDE SCHOOL I ND 1991
MILLAGE TAXES LEVIED
't:8~2 552.1~
444.~
bl8 12t. 6
41 : ~i
:~ ~ ":'9
. 1
.6 4 44.
t ~ 3" 3 ~
NON-AD VALOREM ASSESSMENTS
-
LEVVING AUTHORITV
SOLID WASTE
RATE/BASIS
54.00 PER ERU
AMOUNT
54.00-
_ ASSESSMENT INCLUDED IN STATE ME T BELOW. PAV AMOUNT UNDER APROPRIATE MONTH.
'. PLEASE DETACH HERE AND RETURN BOTTOM PART WITH PAYMENT ..
11111111111111111111111111111111111111111111111111111111111I
2000032774
State of
rL
NOTICE OF COMMENCEMENT
County of P/T,5'C 0
THE tmDERSIGNED hereby gives notice that improvement will be made to c~rtain
real property, and in accordance with Chapter 713, Florida Statutes, the
following information is provided in this Notice of Commencemcnt:
1. Description of Property: Parcel No. 20-1- '2.1:'" 2)-1)020 -DC~ - f.'lC?O
396 Z V I7Mr7(ft~ u/t/r',J/
(Legal descript~on of t e property and street address if available)
2 .
General Description of Improvement
c: ~#1FpL./f" /1-.x * ~ rl?l/c:rH..LL f?OoP
J 0 ~ J 0 F .,Jl-Ftf)
Rcpl: 399131
DS: 0.00
03/16/00
Rec: 6.00
IT: 0.00
Dpty Clerk
3.
Owncr Information: Namen~
.
.s P1 (.) G;(LI!?
Address ~'7'k2L" flA1ft7'llsWH r
City '2 -.J). /LW'
State .t= L ..
Interest in Property:
Name of Fee Simple Titleholder:
(If other th~n owner)
~591G~~~"~':~d:~CO fOUN~~ ClERK
OR BK 4330 PG 415
Address
City
State
~ 4.
-.-&-
1:'1.-;"'.:-
Contractor: Name LZ-v~
Address /033 2~t:WS1J"E /fO
CI)4LS T
City ,:J.b,i)7;- C) T?
State I=~.
'"J~..s-<!S
5.
Surety: Name
Address
City
State
Amount of Bond: $
6. Lender: Name
Address
City
State
7. Persons within the State of Florida designated by Owner upon whom
notices or other documents may be served as provided by Section
713.13(1)(a)(7), Florida Statutes:
Name
Address
City
State
8. In addition to himself, Owner designates
of to receive a copy of the
Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes.
9. Exp1.rl'lt...ion date or NotIce of Commencement (the
fr?m the date of recording unless a different
>-
co
)< Signature of Owner ;;:~ ~ ~~: /~4
~9and subscri d before me this \.s- day of MG\,rV,
Notary Public:
My Commission Expires:
MY COMMISSION' CC 554673
EXPIRES: May 14, 2000
PC93053048
,311
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Table 2.1.1: Allowable Roof Beam Spans for Caf1)orts, Patio Covers,
Screen Rooms, and other Open Buildings with Solid Roofs
Aluminum Alloy 6063 T-3
Nmd Lone ::I ,U
pp Ie oa q. q. q. r
oa
.,
. ~--.) ,.oj /-i. 0-0
:. ;~: ~; ~~ ~~.~ '~
~
, . 0
o. 0.....
, ,,' 0, -!'",1
.,- ,
LoaQ Wlatn I Z X J X o ow
. ./
., O' ',J
, .
,.....
, ..
., 0" 0" .,
o. o.
oa o ow I
I.' "",,
~ ' j .~ I .l\., ( .'J o.oj
I 1U i ~.- r--<.rr- ~---n.; 0-4
! ~~ "f,,, I ; .,' o.oj' d'"
I I.n -,J '."T o.~ , ."
Load Wlcm m"""XU:u:,Q HOllOW
5' --r. I . ".oj ".W .'" i w'"
. . ., ., ,...., 'I.J." "1.
I ,. IV"" . . ".~ I ,.,
~. llJ.llJ \1-<J "T'4" ,., T.
,. IV,'; ..~ $.'\T $.,; I.,
W ... I , . 04 i -1U
'..,) I ,., ,. "r., 0....
I ,. ,.1V I "1. T-'$" T." 0""
Loao vvlom I < X 'f'"Xll:v.xJ X V, 1VU ~e" aung t>eam
I : ."",, ." 1';'
"" 10_
J.;...; 11..1. '"..,.. llJ"" .",.
I ,1.''; '" 1lJ" .. '.11
~. n'., 1\1. ',.W ..J' $""
,. V.IV .. '.co 0"." I .1U
10' 1lJ.,) .-0 ,.IV ,,, .,
".. .'" 0"., ,.
12' I 3'4" 6'.7" e.," 1.7" 6'.10"
---:;: -'
Example:
FOl' l' x 4" x 0.038" x 0.100" Self.Matlng Seam: Seam span ""t....een '~nght. use load Math !o ""tar ,.",e
For'2' Roof Panel. 2' Cvem~llg', Load Nidtl1 = LW = '2' /2.2' OH. = 6'. Enter lable on letl at 6' read
allowable span vnder reqclred 'cad: ~nu. for '00 M.P.H. 'HInd loadi1,v9 lOad or ,7 #!Sq. Fl and Load 'tfldt~ = 3'.
0"
MaxImum 3eam Span for l' x 4" X 0 038" x O. '00" = I 11'.5" I
Scars 00 not include :er'!gtt': of '<rea Drace Add r-on'zontal :engt.'1 of knee brace to aocve spans for :c~aj bea
spans.
Table 2.1.2:
Allowable Roof Beam Spans for Caf1)orts, Patio Covers,
Screen Rooms, and other Open Buildings with Solid Roofs
Aluminum Alloy 6063 T-3
I Wind Zone :::I I 102 MPH i ,,0 MPH 120 MPH I 125 MPH 140 MPH
I Applied Load = I 17~ I Sq. Fl I 20# / Sq. Fl 2Z# I Sq. Fl I 26# I Sq. Fl I l2~ I Sq. Fl
I Load Width I X' x ." x 0.050" x 0.120" Self Mating Beam
I Il' 15'.'" 15.T 14. I 'j'..;" I ~2 .4-
9' 15'.1 l' I 14'.. 13'.... I 12'-'.'" I 11-<j-
10' 15'.<' I 13'.,,' 13'-0' I '2',J' I 1,.-0"
11' 14'.5" I '3'4 12'-0 I '1'-6" I lU'"
12' ,3'.10" ! '2'.'1' I ".1' . I 11.2" '0'., .
I 1J 'J.)- : 1[.0' I ' 1., i 'u'.'" f""
I 14' 'Z-10" I ". '0" T 11.Q" I 10'''''' g..,'
I
i 1. 11'."" i "-0" j :114' I '1-6" 8'.,
I Load Widtl1 r x r' x 0.055" x 0.120" Self Mating Beam
I 8' 1'] .4" I 17"'0" I :6-<j 15'-0' I 14",'"
9' l~,J" I 16.10"' I '5'-<j" \".3" I 134"
10' 11A" I 15',1,' 14,11 14....... : 12'.1
'1' '5'./3" '5'.)' I \".2" '3'-4" I 12'.1)'
12' 15'.'0"' 14. I 13',7" , '2'.3" 1 ~'..o"
I
13' '8,2" 14'.Q" I 1)'.1 '[,:)' I 1,'
,4' \4'-0" 13'.i5~ r 12'.T' I 11.'0 I 10'-0"
I
1. '3'-0" '2'. I \ ,..... I 11,'" I g.,,"
Load Widtl1 X' x 8" x 0,072" X 0.224" Seif .',1ating Beam
8' 24'.1:Y 22','" . L 214 , 2\". ',' I '3'.1"
, -9'"--' -- , --zJ,;--- ~-;:a-2" '~I;" ---r-'.nr- '
-- '0' . 2Z-1" 20'-0 1 1>',1' ,T"," I 10=2"-
--"11' 21. :- 19./3' I 18',)" 11,l' I ,5'.5"
12' 21!-)"' 16'-0" I 1 ,~ 16'., I 'j'....
1J' 1:1..0" r ,7-,,' I 16'.." 15',3' I \4'.)"
14' i6'.9'" I ,T..,' T 15'.< 15'.<' I 13'-0"
10 IT.r I 16'-2" I 15'., 4'.0" I 1Z'.'0"
Load Widtl1 X' x 3" x 0.072" x 0,224" Seif Mating Beam
8' 21.2" I .:::....1 2]"4 I Z'. , I '9',IU'
9' 2S-<j" I 2)'-0" 22-0" 20'.'1' I '8'-8"
'0' 24'4" I 22'S I 21!.,," 19'-O" I 11.9'
11 27:.2" I 2 .., I '3'., 16'.", I '5'., ,
12' 22.2" I 20'-0" 1'1.1 ".1'" I 16'.l'
1J' 214" I '9'-8" 13'4" 17 .)" i 1,'.1
14' 2\!.T' I 16'", , r -8" '16'. I 14."
,. ''IS 11.3" 16'..0" I 's'.r I 14.Q"
Load Wldtl1 X' x 3" x 0.082" x O,JOO" Self Mating Beam
8' 2'1-0" 2T -4' 25'./3 2)'."" 2,'.7"
~. 27,1 '" 25'.g 24'-" 22'.7 20'.5"
10' 25'., Z4 " 22.10" 21,' I \9'4'
'1' 25'4- 23'4" 21.3" 20'.5" I 13'.5"
12' 24'.)" 22..," 20'.10" ''1-7' 11-0"
F 13' U-J" Z' ,0 2\!.I)" 16'.1U' 16'."
14' 22'0" ~ 1\n" 13'.2' 16' -4"
10 20.,,' 1:1'4" I 'il'.Q" '6'.,," 15'.)"
Notes:
Above spans de not include lengt., of kriee brace Add ~onzo(':aj ~angtJ1 of knee brace to above spars for total
beam spans
i
Single Self,Mating Beam.
Table 2.1.3: Allowable Spans For CARRIER Beams in a Solid Roof, OPEN Structures
(102 MPH Wind Zone, Applied Load = 17 Ibs / sq. It) Aluminum Alloy 6063 T-3
'Z. x 8" x 0.072"" x 0.224"
X' x ~" x 0.07X' x 0.224"
X' x 9" x 0,082" x 0,306"
Doubie Seif Mating Beam
2 x 4 Seif Mating Beam
added to Top/Bottom
(perpendicular to webs)
X' x 8" x 0,072" x 0.224"
X' x ~" x 0,072" x 0.224"
I i'l ;j".iLc:!./" x 0,306"
Notes:
10'-<)" i 12'-<)" 14'-<)"
)4'./3" 3"-6" 2'9'.2"
31.5" 34'.2" 31'.T'
4U:7 I ~.-O" I 33'.' '"
26'~" 28'~"
6'.7" "S -4" 6',1" 5',10'
g'.3" 3'4" 8'.,,.. I '5-8"
'''.2'' Ie' "," 10',)" 3'.1"
~4'4- I 13'.9" '3",l' 1Z-<j"
15-0" 14'.' '" 14'.5" 13'.'1"
~ T.'" ',6'''''' 15'.3" 15.l'
JZ'~"
15'.3"
i8'4"
ZO'.1"
JO'~" JZ'~"
13'.11' 1'J~"
21'.7" ZO'.1'"
2)'.2' 22'-0-
Above spars do not 'ncJuce :er:gt~ cf '<:!'''iee brace Add hOrizantal1ength of k.f;e~ brace ~o abcve spans for total ::eam ~::::ars
VVind Zone Conversion: Table is constructed fat" 102 mph wind zone, open structu' e (11Ibsisqft), to convert tabular value to higher (more
severe) wind zones, multiply by the factors in the foUo'Hing Conversion Table:
I WlnQ
I Zone
~
I Appllea
. Load
I ~
~nverslon I
Factor
p
o.a
....J
<t:
(/)::J
o z
W<t:
I ~
(/)Z
od~
(/) en U
n::WU
w 0 a
> (/) <l
OWl-
() n:: C"
O::J2
~ t; C
CL ::J i=
~n::&
(/) I- U
I-(/)
n::~
O::J
CLZ
n::_
<t: ~
()::J
....J
<t:
~
u.i~~
..... N
Q. ~ N
~ M
~-8 ~ ~
C)~~:~
C~~~
C:lE!;:~
C)tl;<l;-
....... 0 0 C!;
L.U(jjJ:~
:S;l-UJ
W ~ (5 ~
, Vl J:
C)1l::go..
()iJjM~
C~"'UJ
C)(3~f-
L.,~tC
3 ~'d
ro~'ti
~J
{/j
!)"P(l~c
!j SHEET
5
OF
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PRESSURE TREATED PINE ?tATE
ANCHORED TO CONCRETE WITH
1/4' CONCRETE FASTENERS AT
4'~.0.C,
MID-SPAN BEAM SELECT L FROM
TABLE 2.1.1 AND / OR TABLE 2.1.2
FRONT WAlL BEAM SELECT L FROM
TABLE 2.3
SHADING TYPE II
DE~OTES iNT. POST MAX. ROOF AREA
TABLE 2.1,1 AND / OR TABLE 2.1.2
SHADING lYPE I
DE~OTES EXTERIOR POST ROOF AREA
SEE TABLE 2.2,1 AND / OR TABLE 2.2,2
MiNiMUM 3' ~ 3. ~ 0.060' THRU-
BOLTED TO HEADER POST ANCHOR
TO CONCRETE SEE DETAil REQUIRED
POST "TYPICAL
ANCHOR WITH HEADER CHAt,NEl
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FRONT WALL BEAM
SELECT L FROM TABLE 2.1.1
AND I OR TABLE 2. 12
MID SPAN 3EA'A
SELECT L FROM TABLE 2.1.1
AND I OR TABLE 2.12
SELECT aEAM FROM TABLE I
"
2" ~ FRONT '\VALL BEAM
SELECT 'L' FROM TABLE 2, 1. I
AND I OR TABLE 2. 1.2
USE 'L' = 1'112 + O.H.
VARIES
VARiES
1'1 VARIES
L
POST
SHADING TYPE II
SEE TABLE 2.2. I AND / OR
A"ID I OR TABLE 2.2,2
SHADING TYPE I
SEE TABLE 2,2. I
A"ID I OR TABLE 222
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--'
2" ~ 3' MINiMUM
SEE TABLE 2.2. I AND 1 OR
:ABLE 2.2.2
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DOUBLE WrDt: ATTACHED CARPORT WITH CE:NTE:R POST
SINGLE WIDE ATTACHED CARPORT
DOUBLE WIDe ATTACH~D CARPORT WITHOUT CENTER POST
3' RECEMNG CHANNEL A"ICHORS
WITH (3) EACH #S SHEET METAL
SCREWS AT 12" ON CE~TER
MID SPA"I BEAM
SEE SPAN TABLE 2.1.1 A"ID / OR
TABLE 2. t2
POST TO BEAM SELECT FROM
TABLE 2.3
SEE ROOF CONNEcnON DETAILS
POST TO BEA'A SELECT FROM
I TABLE 2,3
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:) ROOF PANELS SEE SEE TASlE 2.2.1 A"ID / OR :)
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I- SECTION 7 TABLES II TABLE 2.2,2 I-
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0: 3-1/2.2500 PS.1. CONCRETE SlAB :I:
wm-l 6 ~ 6 WELDED WlRE MESH l
, , VARIES , , OR FIBER MESH CONCRETE OVER ,
VAPOR aARRlER
ROOF CONNECTION DETAILS
SEE SECTION 7 DETAilS
MID-S?A.~ BEA'A SIMPLE SPA~
TABLE 2.1.1 A"ID / DR 2.1.2
.-----------
POST TO BEA'A SELECT FROM
TABLE 2.3
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SECTION 7 TABLES I
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POST SIZE A~O SPACiNG
SEE TABLE 2.2. 1 AND / OR 2,2.2
ROOF PANELS
SEE SECTION 7 TABLES
POST SIZE A"ID SPACING
SEE TABLE 2.2.1 A"IDiOR TABLE 2.2.2
3- 1(2" 2500 PSI CONCRETE SlAB
WITH 6 ~ 6 WELDED WIRE MESH
OR FIBER MESH CO~CRETE OVER
VAPOR BARRIER
3-112" 2500 PS.1. CONCRETE S1.A3
WITH 6 ~ 6 WELDED WIRE MESH
OR FIBER MESH CONCRETE OVER
VAPOR BARRIE!~
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VARIES
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SECTION THROUGH SINGLE WIDE ATTACHED CARPORT
SECTION THROUGH DOUBLE WIDE ATTACHED CARPORT WITH CENTER POST
SECTION THROUGH DOUBLE WIDE CARPORT WITHOUT CENTER POST
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SEE CONNECnON DETAJlS
l~: CONNECTION DETAILS
THE DESIGNS A"ID SPA"IS SHOWN ON THESE DRAWINGS ARE
BASED ON THE LOAD REQUIREME~TS FOR THE FOUOWiNG
CODES:
1) STA.'1CARD BUILDING COOE 1997, CKAPTSR 16
INCLUDING ssm 10-96
2) BOCA NATIONAl BUllDI~G CODE 1996
3) TEXAS DEPARTMENT OF INSURANCE WlNOSTORM
RESISTANT CONSTRUCTION '998
PA'I OR COMPOSITE ROOF PANEL
SECTION 7 DET AJLS
ATTACH SHED OR ROOM WALL TO
HOST STRUCnJRE 1'111/4' ~ 3-114'
TA?CONS@ 16' O.C, FOR MASONRY.
#16d COMMON @ ',6" O.C. OR #10 ~ 3-1/2.
FOR WOOD, AND #10 ~ 2.1(2" S.M.S.
FOR l' ~ 2" ALUMINUM AND #10
~ 3-1(2" S.M.S. FOR 2" ~ 2" ALUMINUM
TOP PUlTE PRESSURE TREATED OR
WlTH VAPOR aARRIER AT ALUMINUM ROOF
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TO SELECT PAN FOR REQUIRED S?A~
WINO LOAD TO SNOW LOAD CONVSRSION TABLE:
50 YR S>OOW lCAD DESIGN SNOW lCAO"""O lCAD I BUILD,,,,, TY?l:
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ALUMiNUM POST A"ID BEAM
5 . 25 II / SQ. FT.
26-30 II / SQ. FT.
j1-35 II / SQ. FT.
3S.QO /I I SQ. FT.
61.70/1/ sa. FT.
3.1511 / SQ. FT.
61-70 II I SQ. FT.
61-70 # / SQ. FT.
61-70 # I SQ. FT.
61-70 # I SQ, FT.
95 MPH I OPEN
100 MPH / OPEN
120 MPH / OPE~
1 \ 0 MPH / E."IctOSED
120 MPH / E,"IClOSED
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SHEATHING:
7/16" O.S.B. OR 1(2" PLYWOOD WI~
SruDS 24' ON CENTER OR STRUCTURAl
GRADE THEHMAL PLY WI111 STUDS AT
, 6' ON CENTER
2" ~ 4' PRESSURE TREATED PUlTE WITH
3/8' ~ 4-1(2" CONCRETE A"ICHORS AT
4'~' ON CENTER
SEE SlAB DETAILS
SHEATHI~G:
7116' O.SB. OR 1(2" PI. '!'WOOD WlTH
STUOS 24' ON CENTER OR STRUCTURAL
GRADE i1'ERMAL PLY WITH sruos AT
16" ON CENTER
2" ~ 4' PRESSURE TREATED PUlTE WITH
318' ~ 4-1(2" CONCRETE ANCHORS AT
4'~' ON CE!'iTER
SEE SlAB DETAILS
IV I VARIES
FOR FRONT BEAM USE L=WI2+OVERHANG
SCUCT ROOF ~ ~NJ. l.4El-lBE.RS F~ ,.t.,,?PROPq......iC. 'MNQ LCAD ';A.3I..E.S
TEXAS CONVERSION TABLE:
WlNO ZONE
SEAWARD OF I.C.W. .
INLAND OF I.CW. .
. INTERCOASTAL WATERWAY
NOTES: I. ANCHOR PA'IS TO HEADER CKANNEL WITH (3) #'0 ~ 112' S.M.S. WI WASHER.
2. ANCHOR PA...5 TO ROOF BEA'AS WITH (3) #10 ~ 1/2. 5.M.5. WI WASHER.
3. ANCHOR COlUM... TO CONCRETE FLOOR WlTH (2) 114' ~ 3' CONCRETE A"ICHORS.
4. A"ICHOR COlUM."I TO BASE ?tATE WITH 1.1/4' SS. BOLT
5. A...CHOR SHEETING AS FOLLOWS:
A. PLY'NOOO #8d COMMO'l @6"O.C. EDGES A"ID 12" DC. iN FIELD
B. STRUCTURAL GRADE THERMAL PLY PER MANUFACruRERS RECOMMENDATIONS
OR #6 ~ 1.'/4' DECK SCRE\VS @ 6. O.C. EDGES A"ID 12' O.C. FIELD AS A MiNiMUM
CARPORT WALL SECTION
JOB NAME:
ADDRESS:
,;
UTILITY SHED WALL SECTION
DRAWING FOR ONE PERMIT ONLY
OF
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TABLE 2. 1.2 EQUAlS TI1E u.RGER OF: A = W OR A = WI2~O.H.
SI-'.ADING DENOTES MAXIMUM ROOF
AREA FOR COLUMNS A.'<O FOOTING
DOUBLE CARPORT
SINGLE CARPORT
. SLOPE
BEAM iF REQUiREO ~
FOR KNEE BRACING \ 112 I
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W FOR BEAM SIZE "'. W FOR BEAM SIZE -,'
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--
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12
12
IV
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W FOR BEAM SiZE
SEE TABLE 1
AflER CO"'PUTING 'A'
u.RGEST VAlUE
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FOR WHICH TI1E SLOPE SHAlL BE 3/4' PER 12' FOR SPA.'<S
EXCEEDING 12'-<)' OR MANUFACTURERS RECOMMENDED SLOPE
POST SiZE AND SPACING PER TABLE 2.1.1
A.'<D 1 OR TABLE 2.1.2
KNEE BRACES ARE REQUIRED IF POSTS
ARE NOT SET IN CONCRET: FOOTING
NOTE:
END VIEW DOUBLE CARPORT (GABLED)
END VIEW SINGLE CARPORT
r 12" ALUMINUM PA."EL ROOF 12
SEE TABLE 2.5 112~
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RECEIVING CHANNEL RECEIVING CHANNEL
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ALUMINUM UTILITY SHED WALL
WITH DOOR (ELEVATION)
ALUMINUM UTILITY SHED WALL
(ELEVATION)
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RIDGE BEAM SEE TABLE 2.1,1 AND I OR
TABLE 2.12
PA." OR COMPOSITE PA."EL ROOF
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POST PER T A8lE 22.1 A."D I OR TABLE 2.2.2
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LOAD WIDTH FOR CENTE.'l. BEAM
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NOTE:
K.'<EE BRACES REQUIRED IF POSTS ARE
NOT SET INTO CONCRETE FOUNDATION
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PA.N ROOF SEE TABLE 2.5
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#a x 112" SHEET METAL SCRE"....
INTO EACH RISER AT PANEL ENDS
TOP A.'1D seTTOM PA.N
-=:J
BOTTOM CHA",NEl ANCHORED TO su-.a
WITH 114'~ x l' EMBEDMENT EX?A."SION
BOLTS AT 24' ON CENTER OR CO~
SCREWS
RECENlNG CHANNEL
PA.N TO WALL C CHA"NEL
(3) #a x 112' PER PA.'<
PA.N WAlL
2' x 2' x 0.044' BRACE FOR
MORE PA.'< HEIGHT REFER
TO TABLE 2 . 5
1/4'~ X 1.1/4' EMBEDMENT
EXPANSION BOLTS OR EQUAl
DRIVE PINS AT 24' ON CENTER
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3-112' CONCREtE SlAB
ATiACH PA."ELS TO CHANNEL WIll-i
(2) #a x 11Z" SHEET METAL SCREWS
EACH PA....EL AT EACH END
SECTION THROUGH UTILITY SHED
PAN WALL CONNECTION
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SIDE VI'2N SINGLE OR DOUBLE BAY CARPORT
KNEE BRACE NOT REQUIRED FOR
A TT ACl-iED STRUCllJRES
KNEE BRACE REQUIRED IF POST NOT
SET IN CONCRETE FOOTING
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BRACE WITH (3) 410 X 112" EACH SIDE OF BEAM
~ U.{;HANNEL ON SIDE wm~ (3) ~1 0 X 112' AND
"<NEE BRACE :"ITO POST .'-NC (3) #10;; ~r'Z' EACH
. . SiC~ ()f' ~'3AACE ....,TH~RROSiON
RESIST1\'( WASHER HEADED SCREWS
BEAM PERPENDICUlAR TO ROOF BEAM PARALLEL TO ROOF
f<.NEE BRACE TO POST DETAIL
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S?lJCE TO BE LOCATED 114 TO ~13
BEAM SPAN AND STAGGERED EACH
SIDE OF SELF MATING BEAM
SELECT FASTENERS FROM
TABLE' . 6
d " HEIGHT OF BEA.\A
BEAM S?lICE SHAlL BE MINIMUM
d - .50' HEIGHT
2 x (d 0 .SOO) LENGTH
'.112" x '.112" X 0.080' ANGLE
EACH SIDE OF CONNECTING
BEAM WITH SCRE'v\'S AS SHOWN
CARRIER BEAM
SEE TABLE 2.' .3
BEAM SPA."
W FOR BEAM SIZE
SEE TABLE 2.1.1 A."DIORTABLE 2.12
AFTER COMPUTING 'A' lARGEST VAlUE
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MIN. 3-112" SlAB 2500 PSI CONC. .,;,J" ~
6xil-1Cx10 WW.M. OR FIBE.~ MESH .
VAPOR BARRIER UNDER CONCRETE
1.lra" MIN. IN CONCRETE
~
BEAMlHEADER
Al TER.'lATE CONNECTION DETAIL
'Z' X 'Z' X 0.063" ANGLE CONNECT
UPRIGHT @ BEAMlHEACER AND
CHAIR RAIL
POST SIZE PER
TABLE 2.2.1 AND/OR
TABLE2.2.2
(21 #10 X l' SHEET METAl SCREVV
INTO SCRE'W SLOTS
ANCHOR" X 2" PV>.TE TO CONCRETE
WITH ~14' X 2-'/2" CONCRETE
ANCHORSMTHIN 6" OF ::ACH SIDE
OF ::ACH POST AND 240 O.C. MAX..
PAN DR COMPOSITE PANEL ROOF
l' X 'Z' EXTRUSION
+
'Z' x'Z' OR 'Z' X 3' OR 'Z' SM3 POST ------. /
.;:-- f~
i I '0 0 , I
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A."CHOR l' X 2' PV>.TE TO CONCRETE 1--'-1
Wlrri 1/4' X 2,1/2' CONCRETE ...L.J\.-L_
ANCHORS WITHIN 6" OF ::ACH SIDE ( /
elF ::ACH POST AT 24' O.C. MAX.. ,.J1
OR THROUGH ANGLE AT 24' O.C. MAX.. ~ "Ii
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MIN. 3-112" SlAB 2500 PSI CONC. ,.{ . ". .t~
6xil-',Cx10 WW.M. OR FIBEil. MESH . .
VAPOR BARRIER UNDER CONCRETE
'.lra" MIN. IN CONCRETE
CENTER OF
BRACE CONNECTION FOR
START OR END OF BEAM SPAN
HOLLOW POST TO BASE AND HOLLOW POST TO BEA.'v1 DETAIL
-~
(4) #'0 X 112" S.~tS. EACl-i SIDE
OF POST
HEADER SCAM
K-6AR OR GUSSET ?LA. TE
'Z' X 'Z' X '1'6' A."GLE EACH SIDE
ATTACl-i TO POST AND CONCRETE
AT LOAD B~iNG WAlL 'MTH
(2) #'0 X '/2" S.M.S. EACH SIDE
,. X 'Z' EXTRUSION
PV>.TE TO BE SAME THICKNESS
AS SEAM WEB
Pv..TE CAN BE iNSIDE OR
OUTSIDE BEA.'A OR LA.)> CUT
,?- d- SO' -/- d-. 50" -.,< \. MAX..
, ',\., r~
t5'1H_H_H~ ~~
175' ~ - - - - - . - - ~ I .
r " , 1,-", ,~
DENOTES SCREW PATTERN ,. MAX..
NOT NUMBER OF SCRE'iVS
SELECT FASTENEil. SIZE, NUMBER
AND SPACING FROM TABLE' .6
SELF-MATING POST TO BASE A.'\JD SELF-MATING POST TO
BEAM DETAIL
TTPICAL BEAM SPLICE DETAIL
ANGLE OR RECENING CHA.'<NEL
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SEE TABLE 2.' . ,
ANDIOR TABLE 2.1 .2
PRJMARY BEAM
SEE TABLE 2 . , . ,
AND/OR TABLE 2.' .2
MINIMUM #8 S.M.S. X 3/4' LONG NUMBEil.
REQUIRED EQUAl TO SEAM DEPTH IN INCHES
NOTE: EXTRUSIONS'MTH INTERNAL SCRE'v\' BOSSES
MAY SE CONNECTED WITH (2) #10 X '.1/2"
INTER. 'lAil Y
MiNiMUM #8 S.M,S. X 3/4' LONG
."UMBER REQUIRED EQUAl TO SEAM DEPTH
NOTE: EXTRUSIONS 'MTH INTE.Q.NAl SCREW BOSSES
MAY SE CONNECTED WITH (2) #'0 X '01'2"
INTER. 'lAil Y
CARRIER BEAM TO BEAM CONNECTION
CARRIER BEAM TO WALL CONNECTION
BEAM TO WAlL CCNNECTION
(2) 2' X 2' X 0.060' EXTERNAlLY MOUNTED A."GLES ATTACHED TO WOOD WAlL W1TH MINiMUM
(2) :lIS' X 2' LAG SCRE\VS PER SIDE DR (2) '14' X 2.'14' ANCHORS TO CONCRETE OR MASONRY
WAlL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3"
(Al TERNATE)
(1) '-3/4' X ',314' X '.314' X ,ra" INTERNAl U.{;UP ATl'ACHED TO WOOD WAlL WITH MIN. (3) 31'8" X 'Z'
LAG SCREWS PER SIDE OR (3) 114' X 2.'14' A.'ICHORS TO CONCRETE OR MASONRY WAlL ADO
(1) ANCHOR PER SIDE FOR EACH INCH OF CANTILEVERED BEAM DEPTH LARGER THAN 3'
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ANCHOR PER DETAIL FOR PA.N
OR COMPOSITE PANEL
SEE TABLE 2.3 FOR NUMBER OF
BOL TS AND SIZE OF POST
BEAM Nm POST SIZES SEE
TABLE 2 . , , 1. TABLE 2 . , . 2 A. "D /
OR TABLE 2.2. '. TABLE 2.2.2
COlUMN NOTCHED TO SUIT
-Y;-l
SIDE NOTCH POST TO BEAM CONNECTION
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ROOF PANEL SEE SECTION 7
BEAM A.ND POST SIZES SEE
TABLE 2 . , . , . TABLE 2 . , . 2 A."D I
OR TABLE 2.2.', TABLE 2.2.2
COLUMN NOTCHED TO SUIT
~
ANCHOR PER DEl' AlL FOR PAN OR
COMPOSITE PANEL
SEE TABLE 2 . 3 FOR NUMBER OF
SOL TS AND SIZE OF POST
L-1 I
(-L
CENTER NOTCH POST TO BEAM CONNECTION
NOTE. CROSS BEA'.4 ATTACHED AT COLt':hlN AND BEAM
L
\. X 2 'is' X 0.044' CHANNEL
wi #8 X 318' wi HEAD S.M.S.
@ , '12" D.C. MAX. BOTH SIDES
(2) #8 X '12" wi HEAD S.M.S.
PARALlEL @ , /2' O. C, MAX.
THROUGH'"x2,ra'GKANSEL
INTO BEA'.4
BEAM PER DESIGN TABLE
(2) SI~6" x 3 '12"
CAD. ST. BOLTS THROUGH
CROSS BEAM AT COLUMN AND AT BEAM
-J
<
(j):J
o Z
llJ<
I :z
(j)Z
06~
(j)(j)
cr:w
wo
> (j)
Ow
Ucr:
O:J
f=f-
-< U
Q..:J
.cr:
(j) f-
f-(j)
OC:z
O:J
Q.. Z
cr: _
< :z
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-J
<
i-
.~
W>:!: _
...... "-
0... :;) -
'" "-
- ~ '"
~ 8 i!
Q) i- -<
C ~ ~
C ~ ~
Q)i3<
m.....c:
. ~ ~
W ~ e
. <or
Q) Q: c:
" ll.I c:
'-' ll.I ...
C ~..
Q)t3~
'-- ~ c:
$: ~ c
C'U ~f
~!I
/
(
vi
r
..
""
OF
o
~
~
IJ,J
U-GHANNEl.
~
~/!j~
.D I~ ..;---,
. c.;:
~l i j
~~.>
~ '-/ ~/ ~
POST IN CONCRETE #4 BAR 12" LONG
POURED CCNCRETE REFER TO TABLE 2.4
INTERNAL OR EXTERNAL RECEIVING CHANNEL
ISOLATED FOOTING
J~
. I-J
H . .
JA
~ (f1~
,.:""~~
~ !
<l
2" x 2. x 0.063. ANGLES
INTERNAL OR EXTERNAL ANGLE CLIPS
3. x 3' POST T1..JRN BOlTED
TO ANCHOR RISER
2-314' x 2,314' x 2.112. LONG
1/8'T1..JBING
WELDED CCNNECTlON
FASTEN PER TABLE
12. x 12. x 1/4' PU-TE
3-112" CONCRETE S!..AB
BASE ANCHOR CONNECTOR
FOR POST TO SLAB CONNECTION
AlUMINUM llJBE COLUMN
"
EXTRUDED AlUMINUM BASE OR
BREAK FORMED 1J-.C1IP
~
~ ~. 6
~
:.,.
'"
<:
CORROSION RESiSTIVE STEEL
THRU BOLT PER SCHEDULE
CONCRETE SlA9 OR FOOTiNG
I
~
~
;i; 4 d
~
I
",J
CCNCRETE ANCHORS PER SCHEDULE
TUBE COLUMN BASE SCHEMATIC
INTERNAL BASE
NOTE: ATTACHMENT DETAILS SHOWN REQUIRE DIAGONAl
BRACING FOR FREE-STANDING COVER
2'-<). MIN.
BEFORE SLOPE
l'
i
.(
,
3-112.
. , . . , ' . ' .
., .:::~f'li'1?=ip~b~~g,~9J.=L.~~=\;-g~~~~S'
TYPE I
FLA.T SLOPE I NO FOOTING
0.2./12"
'V TOP OF GRADE
3. x 3' POST PER TABLE
318. x 3-1/2' BOLT
OPTIONAl CONCRETE CAP BLOCK
OR BRICK
~-'1
~L
r- .
, .
r-
3. x 3' BASE
PORCH POST CONNECTION
ALUMINUM CONVENTIONAL CONSTRUCTION
(1) #5 BAR CONT.
"-c--
(1) #4 BAR AT CORNERS AND 10'.{)"
ON CENTER FlU CELLS AND K.NOCK OUT
BLOCK TOP COURSE WITH 3000 PSI
PEA ROCK CONCRETE
RIBBON FOOTiNG OR MONOLITHIC
IF MONOLITHIC SlA9 IS USED SEE NOTES
OF DETAilS BELOW
~
'"
<"'>
'" 12. '"
ANCHOR AlUMiNUM FRAME TO WALL
OR SLAB WITH 1/4' X 2-112" MASONRY
ANCHOR WITHIN 6" OF POST AND 24'
ON CENTER YAXIMUM
(1) #4 BAR CONTiNUOUS
8. x 8. X 16. BLOCK WAlL (MAX. 32")
(1) #50 BAR OR (2) #40 BARS
MIN. 2.112. COVER
KNEE WALL FOOTING FOR SCREENED ENCLOSURES
',.~
!
~
.iH1".~.<" =:....- ~
. ~. 3
r
n.
.'1
-,!J;
't' = THICKNESS OR REQUIRED POST
80 lb. 2500 psi CONCRETE PRE-MIX
~
10
<"'>
I
I
!
.J...
1...
, ,
~ 04---
, , , ,
6 ~
.
(2) 2. X 2" X 't' ANGLE OR (1) U-GHANNEl." 't'
RAJSED PATIO FOOTING
. .
16.
I
,/
(1) #5 BAR CONT.
"-c--
,
~
TYPE I I
MODERATE SLOPE FOOTING
2.112.. ".10.
TYPEIII
STEEP SLOPE FOOTING
> 1'.10'
NOTES: 1. NO FOOTING REQUIRED EXCEPT \^/HEN ADDRESSING EROSION EXCEPT FOR EXISTING
SlA9 WITHOUT REINFORCEMENT. THEN TRJBUT ARY ROOF AREA LIMITED BY TABLE 2 . 4
2. MONOLITHIC SlA9S OR FOOTINGS SHAlL BE MIN. 2.500 PSI CONCRETE WI11-l5xS-1Ox10
WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH.
3. IF LOCAl BUILDING CODES REQUIRES A MINIMUM FOOTING USE TYPE II FOOTING OR
FOOTING SECTION REQUIRED BY LOCAl CODE. LOCAl CODE GOVERNS.
SLAB DETAILS ADDRESSING EROSION
~o
" ~
. . .
. . .,
~
I !
-!' 8. ;of-
AlUMINUM ATTACHMENT
3-112. CONCRETE SlA9 6 X 6 .10 X 10 WELDED
WIRE MESH OR FIBER MES~ CONCRETE
VISQUENE VAPOR BARRIER UNDER SLABS
HAVING STRUCTURES ABOVE
WELL COMPACTED CLEAN FilL OVER SACRJFICED
NATURAL SOIL 90% RELATIVE DENSITY
CONCRETE FILLED BLOCK STEM WAlL
8. X 8. " 16" C.M.U.
8. X 12. CONCRETE FOOTING WITH (1) #5 CONT'INUOUS
lOCATE ON UNDISllJRSED NAruRAL SOIL
(1) #5 VERTiCAl BAR AT CORNERS AND 10'-<)' O.C.
GALV. METAL STRAP (14 GA. x")
8. X 8. " 16. CONCRETE SLOCK
8." 24' X 24' POURED CONCRETE PAD
(2) #5 BARS (18. LONG) EACH WAY
CONCRETE POURED CELLS WITH #5 BAR
(SAKRETE READY MIX wi GRAVEL)
PAD FOOTING
AlUMINUM STRUCTURE FOOTING
2500 PSI CONCRETE WITH (1) #5 BAR CONT.
MINIMUM 2.112. OFF GROUND
RIBBON FOOTING TYPE I
~-->i.:
. .\ ..... =
.' "'~
I .
,f- 12" -;f'
AlUMINUM STRUCT1JRE FOOTING
2500 PSI CONCRETE WITH (3) ~ BAR CONT.
MINIMUM 2.112" OFF GROUND
RIBBON FOOTING TYPE II
.....J
~
(/):)
OZ
l1J ~
:r:::2:
(/)Z
od(.9
(/)i.i5~
~ l1J
l1J,",~
>.~ .-
O(J)UJ
UWO
0::('.1
Q:)Z
~GO
o..:)i=
~o::U
(/)I-UJ
f-(/)(I.l
0::::2:
0:)
o..z
0::_
~::2:
U:)
.....J
~
.f.,
W ~ ~
. f.,; '"
a...... ~
~'"
(1)<"'>
~~ ~ u: ....
Q.) U -::::
Cf.,~"1'
<:0....
CllJ!;:ie
Q.)~<~
^"'Oa~
L...I...I....l::t e-
o ~ 5 ~
W Q 0 0
Q.) , (I) ::r:
()ffi~~
CllJ"'!.U
Q.)~~I-
L..~on
~ llJ-q
CO:sCl.
Gj
/
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v
4
OF
Table 2.2.1: Allowable Attributable Roof Area per Post for Carports,
Patio Covers. and otl1er Open Buildings, ALUMINUM POSTS
I Aluminum Post I
! Wind Load = I ~oz M~H I 1'0 M~H I 120 M~H I 1<5 M~H I ,W >.I~~ 1
I Applied load = I 1, llI~q, H I 20 :;;~q. H I zJ ",Sq. Fl I 46 ",Sq. Fl I J27!1Sq. "l
1 MaXImum I AllQwaCle i-{oof AIea In Square ree Of 'y'anous Loaas on Post
I HeIght I Loa~ In LbS Z x. 4~ x I;.U'" 0 lOW utTuSJon or
I i -4 I l. J>4 I . < "~I-""
1 d-I I i :4<:1 I '-:i I If I '01
I "'~<J I ~ ZA Ii i :.-0 r ~L
r " I >'.J ~ I ,~ IS',
! ne.gm I coad In LOS "X J X U.U:xJ . OlTOw ,,-,lhiSlon or
I 0'" I .I.YO '01 ,~I I ,i> I 'v~ I ""
i ,"" I Lo0:': 1..1 ,25 I 'v":! I "" I '0
I 10 ' I ,..,,4 I (l(J ! oS r 0 I
I 1:':-J I ,=1 IV I OV I 02 I "'0 I
I Helgn I coao In cos > x;: x O.OIU nollOw ulTuSlon . Aluminum AllaY W!>J 1-'>
I 0'." I S.'vO .W I ,71] I ;40 I 'J, ,
:"", , ",,,., I;O\J '""d [' ,11 II .0 I
I 'V" II ',.-00 ! ,17 I _9 3'5" 10
I ',,-~ '4" I Cd I f' I o~ ' " I
I Helgtlt i Load In LOs I J x J~ x Q.O.w jo(all t-armed . AlumInum hJ,OY 310:; rl.14
I IU-v I ",JO I '''0 " ''''' I .. I
I -0 I ' . I 00 I ~o o~ I i ~ I 0'
I .; -4' I Uo~ : 0:': 63 . -T OV I ,,,
L "-v I """ ! 0 I ,:.: I '" I 41,) I
~e""ight I Load In COF"T :l- x J~ I. 0.000'"' r<.CIII rormeCl . :~iu;nlnum A.l1oy~'v~ 11.-\4
I "..J I 3",}J I LT2 -, ,ijV , -"'1 I ,,;0 I
I ;. ,1 V I .. : oN I ,. I J~ I I I 'v' I
I :4-0 I ".'W I 1.4 I 1\;0 I ,1 I ~-, I
i ,0-0 i " :)!~ I ~J \ {~ I sa: i ,....1 I
I elgnt I Loao In cos I .; x.; x u.uw u ed naDow u1ruSlon 'Aluminum """~ -0
i l1';U' I J.4~ I <W I ". I .-0 I 'J I
I ';" v I ".,"'" I 1;"'; I .0 I " I 0>0 I
I ,0,lU I .00 I I I .. I 00 I 10 I
I ' . "u I ' ", I -'0 I ' 0 100 I 01 I
Example:
Fiod Roof Area NeeQed' Area = A': Post Soaclog ='S" Structu,e P<Olect1on = W
A = S x \'iV12. 0 rl): ~ 'S' = r. W = '2'. and 0 rl = Z' then: Area' . 55 Sq Fl
For a 'C'."" pest and '20 m p.h. w.nd load or 23 # / SQ. FI. peSI chOICes 'are
') 2" x 3" x 0,:)4.4" HOllC'N Extr'Us fQn
2) All post sizes IISlad :.eoew Ine 2' x 3- x 0 C4A' hOllOW Section
Note:
\fVt'.eri! job CQ("dll,ior,s ~lCate a pest he1ght oi 10' In a ~20 MPH 'NIno Zone. a 3" x)" Roll Forrnee COUlJ
NOT SE !'osee ~er-3vse wren It IS more tlian , u tall rt can only svp?Or1 39 SF 01 roof On the othef r-and, a 3~ /(
)" Fl\..o~ed Post WIt." a ~s~ height ot '0'. 7" can support an a....ea of ~28 square feet of area, Thus, je'S'9~ ~I..st
satisfy ~th he~M1 an~ area ~eQuirernents
i',
ou
"'"
J,
Table 2,4:
Footings" Maximum Roof Area for Carport Posts
I
Wind Zone =
Applied Load =
I ,02 MPH I ,,0 MPH I ,20 MPH I 125 MPH I ,40 >.IPH I
17 #/Sq, Fl I 20 #/Sq. Fl I 23 #/Sq, Fl I 26 #lSq. Fl I 32 #/Sq. Fl
Existing Slab on Grade
w;th unknown
reinforcement
1
'3
20
'7
15
Isolated Footing I Uplift
Dimensjon.... /:<ating (#
Maximum Attributable Roof Area in Square Feet
,'.0" x ,'.0" x ,'.0'1
,'-4" x ,'-4" x 1'-4'1
"~" x ,.~" x "~'1
""" x """ x 2'.0'1
""" x """ x 2'.<;'1
2'.0" x 2'.0" x 2' .0'1
2'.0" x 2'.0" x 2'~'1
2'~" x 2'~" x 2'.<;'i
I 2''<;" x 2''<;" x J'.()'1
.. Note s:
I
I
I
i
!
I
I
I
I
'02
127
177
212
520
1,000
,,320 I
2,040 i
2,$40
2,640
UOO
4,000
4,800 I
30
Sg
77
120
150
155
,S4
270
324
I
I
I
I
I
I
I
I
j
26
50
55
102
, 27
132
,65
230
276
I
I
I
I
I
I
I
I
I
22
43
57
89
",
\15
',43
200
240
20
38
5,
78
98
Isolated Footl"9 is a poured CQ('Icrete rec:~ar'l91Jlal sotid (Length x Width x Depth).
Slab on grade musl be n~ 0( in gOOd condition.
o~
40
.x;
<0
:;v
01
Vi
oU
'"
41
14
00
."
J..J
~ 'J
0"
00
",
Uf
.""
0"
'0
16
3'
4'
54
80
83
,03
144
n2
Pre-Cast Block Footing
Pre,cast fOCtiog blod< ( 16" x ,6" x 4' ) a' 24' below ;rade WIth 90 # bag pre,mix concrete aod bad<fiIled to
;<ad e
DimenS;ons
Uplift
Rating
1#)
,,734 I
I ',a,9
',904
73
Maximum AttribuUble Roof Area in Square Feet
I 76 I
T 79 I
I 83 I
(')80 II Bags
(2) 80 II Bags
(J)80 II Bags
102
107
, '2
87
9'
95
67
70
54
57
50
Table 2,2.2: Allowable Attributable Roof Area per Post for Carports.
Patio Covers. and other Open Buildings, ALU MIN UM POSTS
Aluminum I-'Cst
Wind Load = I 102 <,IPH I ,,0 >.IPH I ,20 MPH I 125 MPH I 140 MPH
Applied Load = I 17 #/Sq. Fl I 20 #lSq. Fl I 23 IIISq. Fl I 26 #lSq. Fl I 32 #lSq. Fl
Maximum I Allowable Roof Area in Square Feet for Various Loads on Post
Height I Load in Lbs i J" x J" x 0.090" Hollow ExtruslOn. Aluminum Alloy 506J T.<;
11,1U' I ~',84 I 3Ub I .0. I L2b I '"0 I
1:.r,1U- I 3.BB8 I '::':3 I ,,4 I 'B. I ,;>v I
15., U I 3.~74 I '0 I '- I J I '0 I
',,1U I 225a ' 133 I nJ liN I d I
Height I Load in Los I r x J" x 0,125" Hollow ExtruslOn . Aluminum Alloy 505J T.<;
10" I 0..12 I 401 I ;,40 I 3Gl I "00 I ."'0
"0"" I b. ',84 I .lV, I "0> I a, I ,"0 I '0:':
IS'-4' I 4. UJ2 I :.:.; I I LU:': I I' I "" I '"
L(;",I I -o.iJ24 I 10 I lbl I J I 110 I .,
Height 1 Load in Lbs " 4- x 4" x 0.,25" Hollow Extrusjon. Aluminum Alloy 505J T-<i
10" I 3312 I 041:l I 400 I 405 I ~= I
1S'.y I 0.:J<i4 I 4, I ;,4', I JU4 I lO' I
"H.l' I ',43, I J.U I LI L I ,,~b ! .w I
u-oT4,0T4T Z4{J jZv4 I 'I I " I
I
I
I
i o.
"'.
.~
I
I
I
I
I
""
.10
, ('J
1.1
I Steel Post ,_ I
. I Wind Load = ! 10< />I,PH I ,'0 MPH I 120 MPH I 125 MPH I 140 MPH .I
I-~i'ed Load ;;--117 #lSq, Fl'! 2a #/Sq. Ft. l 23l>iSq, F:, i. Z6 #iSq."l I n #lSq. Ft.
I Maximum T Allowable Roof Area in Squitre Feet for Various Loads on Post
Height 1 Load in Lbs I J" x J" x ,4 Gauge Post. 46 k.s.;, Steel
I lU.~OO ! ,9, ! O<JJ I 4';1
I TA3U I ~3 I I ~ I Z I sn
I ~031:l I In d2 I .~~
I 4.01, I lol I .,. I '3U
I Load in Lbs I 3" x J" x 1, Gauge Post. 46 k,s.i. Steel
I ".dlv I :;J4 I 7:;4 I 030
i ~~.~: I 'o'.:,~ I ~~ : ;:~ : ~:~
~m ~I~"I:;:
I Height 1 Load in Lbs I 4" x 4" x ',4 Gauge Post. 45 k,s.i. Steel
I ,'H::S' I 1 '.0:,0 i ,44 I 0.;3 I ,00
I 2:;.3 I 3.0:,0 I ;bi) I 4b<:j I ~07
3<-<,) ! 1.100 I 4<' I ~bd I 311
I 34-<l I '.500 I J.4 I lib I <.;,
'3;"~
< .3
.:,of
I
I
!
~1
,.f~
.:::::;,.'::1
Ibo
I
, j( I
4.0
~~ i
.,0 ]
J~' I
... I'
.::::2:)
i I L 1
~~~
<3,:;
1, 0
Height
" 9-0
oh)
~~
:
1.1';J
2'rL
Table 2.5: Allowable Spans I Heights for Aluminum Pans
Utility Shed Roof or Walls
1.114" x 12" x 0.026" Panel
1,114" x 1Z' x o,on" Panel
Wind I Overhang Condition
Region NONE I f.{)" I Z'{)"
102 M.P.H. 8'.," I 8'-4" I g.,"
110 M.P.H. T.Q' I T.g' I 6'~'
120 M.P,H. I 6',"" I T.3" I 8'.iJ'
I
I Ovemang Condition J
I NONE I 1''{)'' I Z'{)" I
I T-4" T T.T' I 8'-4" I
I c.g' I T'{)" T T.lr]' I
I 6'-4" I 6',T' I T.fS'
Wind
Region
102 M.P.H.
110 M.P,H.
120 M.P.H.
i
i
11.11Z' x 12" x 0.026" Panel
WlND 1 Overhang Condition
REGION I NONE I 1''{)'' I Z'{)"
102 M.P,H. I 8'S I 6'-3" I g-4"
110 M.P.H. 1 T.g' I 8'.{)" I 8',g'
120 M.P.H. I T.3" I U, I 8'.3"
g -4"
8'.T'
T.'"
1.11Z' x 1Z' x O,03Z' Panel
Wind I Overhang Condition
I NONE I f.{)" I Z-o"
I g.;s" I '0'.1"
I 8'.'0" I 3'.5"
I 8'.3" I 8'.,,"
Region
102 M.P,H.
110 M.P,H.
120 M,P.H.
3" x 12" x 0.026" Panel
Wind I Overhang Condition
Region I NONE 1 1'.{)" r 2'-0"
102 M.P.H. I ,3'.,," I ,4'.,' I t4'.;s"
110 M.P.H. I '2'.1r]' I '2'.,," I '3'.5"
120 M.P.H. I ,,..,,.. I '2'.," I 12'-7'
Room Root Panel span :'W' as sl'oM'1 on drQ'Mrgs.
Note: To do.Jble span install 2" x 2" x 0036" Extrusion at Midspan
3" x 1Z' x 0,032" Panel
Wind Overhang Condition
Region NONE I f.{)" I Z-o"
102 M.P.H. 15'.5" I lS'.fS' I ,5'.,,"
110 M.P.H. I 14'.2" I ,4'-4" I 14'.9"
120 M.P.H. 13',3" I 13',5" I 13"'0"
Table 2.3: Schedule ot Post to Beam Size and ,'lumber ot Thru.80/ts Required
Aluminum Alloy ~3 T~
Sum
Site
r x 3" x 0.050- HoJ low lilt
Z' x ... x O.OSO- Hollow
r x 4-.t 0.038".t 0.'00" Self M~ting Seam
r x 5".0.050" x 0.120- Self M.ting Seam
r x 7'" x 0.055" x O. '20" Self M~tin9 s,e,m
r x 8" x 0.072"" X 0.224" Self Mltlng Seam
Z' l g" x 0.072"" x 0.21'" Self Miting Bellm
r x g" x 0.082'" x 0.,)06" Sel1 MoltH'g Be.am
Minimum
, Thrv..ao!t::s@ L=O.'/1" I
114".1 JI8". I
T
I
Post Site I
3", 3", O.~- SC.lloped I
13". J". o.~" Scalloped
J"x J"x O.OGO" Sc~lloped
J"x J"x 0.000" SCl.lloped
J" x 3" x O.09J-
3" , 3" x O.O'lJ" I
J" x .r x D.' 2S-
J" . 3" . 0.' 25" I
Table 2,6,1 Allowable Stud Heights
Utility Sheds Framed WrtJ1 Hollow Aluminum Extrusions
6063 T -6 Aluminum Alloy (Fb = 15,000 psi)
Load Condition
Wiod Load
Applied Load
Load WIOth
16"
24"
Load Width
1,5"
I 24"
Load ,Vidth
,5"
24-
Load Width
102 M.P.H I ,,0 M.P.H 120 M.P.H ! 130 M.P.H I 140 >.I.P.H
19_ISq.FlI23,/Sq.Ft I 26'/Sq,Ft I 2911/Sq.Fl I J611/Sq.Fl
2" x r x 0.032" Hollow Extrusion
I 8'.10" I 6'-4' I 1'.'"
i P," I S'., 0" I 6'.5'
2" x 2" x O.OJo" Hollow Extrusion
9'.9'
1'.,,"
I
I
1',,"
5',9"
'0'.2" I
8'.3" I
9'-::~ 8'-3- I 8'.3"
T..," I ----Y:,' I 6'.a-
2- x 2" x 0.044" hollow Extrusion
,0'.1' I 9'8' I 8'-".,
8'-3- I 1'.9" I 1'-4'
2" x 2" x 0.055" Hollow Extrusion
'0'.\1' I 10'-4" I 9'.10'
6'.1'" I 6'.5" I 1'.","
7'-4"
6'.0"
"..,' I
9'.0" I
6'.,"
6'.i~
I
16"
24"
I
12'.,,, I
9',10' I
6'-."
1',2"
Table 9,3: Allowable Loads On Screws And Bolts
(As Recommended By Manufacturer-sl
Self.Tapping and Machine S",ews Allowable Loads TenSIle
Strength 55.000 osi: Shear 24,000 psi
Screw Diameter
l'3
*,0
*12
*14
1/4"
Si'6"
318"
Single Shear' I
(Ibs,)
334
418 I
576 I
734 I
761
Withdrawal (Ibs.)
167
209
268
::,s7
3<30
6~
928
Double Shear ..
(Ibs,)
66a I
636 I
1. ;52 i
,.468 I
'522 !
2.500 I
3.7'0 I
1.253
,566
Wood Lag Screw Loads
Using Soutl'\em Pine S.G., 0.55 or Equivalen11.'/2" Thickness
Single Shear Double Shear I
Screw D;ameter Obs.l (Ibs,) Withdrawal Ilbs_\ I
,14" I 170 I 235 3~ I
Si'6" I 210 ! 355 624
318" 240 I 480 712 I
Concrete Screws And Bolts In Concrete, Stick Of' C.M.U.
(Embedment Must Be a Minimum of 1.,12" Thickness With ,.,14" From Edge)
I 2.000# Con"'e!e I J,OOO# Conc,ete I
Screw D,ameter i Tension (lbs.) I Shear I Tension (/bs.1 ; Shear I
114' I 757 I 3'9 I 625 I 352 l
Si16" I 1057 I 818 I 1184 I 3S8 I
318" I 1.443 I 1.443 I 1775 I' 5C3 ]
Aluminum Rivets with Aluminum M~ndftl
l Screw Diameter I Tension (Ibs.' I SMear I
,'8" I '29 I 176
Sin" 1 '67 I 263
:lJW I 262 I 375
Aluminum Rivets with Aluminum Mand(el
Screw Diameter 1
1W I
!
I
Tension (Ibs.)
2' 0
340
445
Shear
325
490
720
Sin"
31 15-
I
Slogle Soear Sc'ews f:y = 36.40 k s I '('eld Streoglh
.. Double Shear Scr......s Fy . 50 . 54 \( S I '(,e'o Streog',h
.- AD oar~e! ;engtr',s. Celus lndt..stnai OvaJI!Y Use manvlactufers grip range to malCf'llQial 'NatJ
thdl"l€SS o{ conr,ed.K)n Use cJ"Iaf"\ To Seied sc:ew U S ~l\1e\ substI1:..it~n of anc.'"'or
SDe'CfflCal>enS In draWIngs
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PAN ROOF ANCHORING DETAILS
EXISTING TRUSS OR RAFTER
SEAJ....AJ-jT
HEADER (SEE NOTE BELOW)
#a x 9116' S.M.S, (3) PER PAN
AND (1) AT RISER
1t10 x 1-1/2' S,M.S. (1) PER RAFTER
OR TRUSS TAIL
ROOF PANEL
",.J
#10 X 3/4' S.M.S. AT 12' ON CENTER
#8 X 9116' S.M.S. (3) PER PAN
AND (1) AT RISER
AL~TE CONNECTION:
#8 X '-1/4' SCREWS (3) PER PAN INTO
FASCIA TI-iROUGH PAN SOXED END
EXISTING FASCiA
ROOF PANEL TO FASCIA DETAIL
/
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//.' '/.' -'.''''+'
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HEADER (SEE NOTE BELOW)
#8 X 911 e- S.M.S. (3) PER PAN
AND (1) PER RISER
FOR MASONRY USE 1/4' x '-1/4' TAP-CON
ANCHOR OR EQUAL AT 24' ON CENTER
F,-"" _~.: .JE #1-: ~ 1.1/2' S.M,S.
'JR '1';000 SCo'EWS ~T 12' ON CENTER
ROOF PANEL
#8 X 9116' S.M.S. (3) PER PAN
AND (1) PER RISER
EXISTING HOST STRUCl1JRE;
WOOD FRAME, MASONRY OR OTHER
CONSTRUCTION
ROOF PANEL TO WALL DETAIL
ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 X 112'
LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 112' WASHERS.
AU SCREW HEADS SHALL BE CAULKED DR SHALL HAVE NEOPRENE GASKET
BElWEEN THE WASHER AND THE PAN.
PAN RIBS SHALL RECEIVE (1) EACH #a x 112' SCREW EACH. THE PANS MAY BE
ANCHORED TI-iROUGH BOXED PAN WITH (3) EACH #a x l' OF TI-iE ABOVE SCREW
iYPES "-NO TI-iE ABOVE SPECIFIED RIB SCREW.
NOTES:
I~
PAN~
ie>
---
l' FASCIA (MINIMUM)
BREAK FORMED METAL
SAME TI-iICKNESS AS PAN
(MINIMUM) ANCHOR TO
FASCIA AND RIB OF PAN
AS SHOWN
#a x 3/4' SCREWS @ 6' O.C.
#8 x 112' SCREWS@6'O.C.
---
---
-f
HEADER (SEE NOTE BELOW)
#a X 9116' S.M,S. @ 8' O.C.
ROOF PANEL
FOR MASONRY USE 1/4' X 1.1/4' TAPCON
ANCHOR OR EQUAL @24'O,C.
FOR WOOD USE #10 X 1.1/2' S.M.S, DR
WOOD SCREWS@12:0.C.
EXISTING HOST STRUCl1JRE:
WOOD FRAME, MASONRY OR OTHER
CONSTRUCTION
ALTERNATE ROOF PANEL TO WALL DETAIL
NOTES:
ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITI-i (3) EACH #8 X 1/2'
LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 112' WASHERS,
All SCREW HEADS SHALL BE CAULKED OR SHALL HAVE ,NEOPRENE GASKET
BElWEEN TI-iE WASHER AND TI-iE PAN,
PAN RIBS SHALL RECENE (1) EACH #8 X 1/2' SCREW EACH. THE PANS MAY BE
ANCHORED TI-iROUGH BOXED PAN WITH (3) EACH #8 X l' OF THE ABOVE SCREW
TYPES AND TI-iE ABOVE SPECIFIED RIB SCREW.
COMPOSITE ROOF ANCHORING DETAILS
/
EXISTiNG TRUSS OR RAFTER
#a X 9116' SMS SPACED AT
8' D.C. 80TH SIDES
ROOF PANEL
#10 X 1.1/2' S.M,S. OR WOOD
WOOD SCREW (1) PER RAFTEJ~
OR TRUSS TAil
#10 X 3/4' S.M,S. OR WOOD
SCREW SPACED AT 12' O.C,
#8 X 9116' SMS SP....CED AT
B' O.C. BOTH SIDES
EXISTiNG FASCIA
ROOF PANEL TO FASCIA DETAIL
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'--......
EXJSTlNG HOST STRUC11.JRE
WOOD FRAME. MASONRY OR OTHER
CONSTRUCTION
#8 x 9116' S.M,S. SPACED AT B'
ON CENTER BOTH SIDES
r" ~..,
FOR MASONRY liSE 1/4' X 1.1/4' T.V'CON
ANCHOR OR EQIJAl. .\T 24' CX' CENTER
FOR WOOO USE #10 X 1,1/2' 5.M.S, OR
WOOD SCREWS AT 12' ON CEN','ER
ROOF PANEL
#8 X 9116' S.M.S. SPACED AT B'
ON CENTER BOTH SIDES
NOTES:
ROOF PANEL TO WALL DETAIL
WOOD STRUCl1JRES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA
FRAMING \Vl;ERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS
BUTTS. SUB-FASCIA AND TI-iOSE AREAS SHALL HAVE DOUBLE ANCHORS.
ALL SCREWS ,NTO TI-iE HOST STRUCTlJRE SHALL HAVE MINIMUM 1-1/4' WASHERS
OR SHALL BE WASHER HEADED SCREWS.
HEADER INSIDE DiMENSION SHALL BE EQUAl TO PANEL OR PANS "\". Tl-IE WALL
TI-iICKNESS SHAU BE THE Tl-IICKNESS OF TI-iE ALUMINUM PAN OR COMPOSITE
PANEL WALL TI-iICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST
STRUCl1JRE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO.
TI-iE ANCHORS DETAilED ABOVE ARE BASED ON A LOAD FROM 120 M,P.H. FOR
SBC SECTION 1606 FOR A MAXiMUM POSSIBLE SPAN OF TI-iE ROOF PANEL FROM
TI-iE HOST STRUCl1JRE.
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#8 X 1/2' ALL PURPOSE SCREW
@ 12' O,C,
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BREAKFORM FlASHING
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FASTENING SCREW SHOULD BE A MIN,
OF l' BACK FROM THE EDGE OF FLASHING
3' COMPOSITE ROOF PANEL
SEE SPAN TABLE
/
/
ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS
1, FV.SHING TO BE INSTALLED A MiN, 6' UNDER THE FIRST ROW OF SHiNGLES
2. STANDARD COil FOR FtASHING IS 16' .019 MIL CCll
3. FIRST ROW OF NAilS WILL HAVE TO BE RE.'-o10VED TO INSTAlL FLASHING PROPERLY
4, FlP.SHING WilL BE iNSTAlLED UNDER THE FELT PAPER \Vl;EN POSSIBLE
5. HEADER WilL BE PUTTY TAPED AND CAULKED EVEN TI-iOUGH FlASHING IS TO BE INSTALLED
6. IF THE DROP FROM THE EDGE OF TI-iE SHINGLE DOWN TO TI-iE TOP OF THE HEADER is MORE
THAN 1'TI-iEN TI-iE DRIP EDGE WilL HAVE TO BE BROKEN TO CONFORM TO THIS DROP
7. \Vl;EN USING FV.SHING THE SMAlLEST SIZE HEADER AVAILABLE SHOULD BE USED
12'03 MIl. ROLLFORM OR 8' BREAKFORM IS BEST SUITED FOR HEADER SINCE IT KEEPS
TI-iE FlAP LIP OF TI-iE HEADER BACK FROM TI-iE EDGE OF TI-iE FLASHING
8. \Vl;EN SEPARATION BETWEEN DRIP EDGE AND PANEL FV.SHING IS REQUIRED
1/2' SEPARATION MINIMUM
9. STRIP SEAlANT BETWEEN FASCIA AND HEADER PRIOR TO INSTALLATION
PAN ROOF ANCHORING DETAILS
SEALANT
If=- PAN HEADER
(BREAK..fORMED OR EXT)
/ ;- #8 x 9-16" S.M.S. (3) PER PAN
iL-:::-,AND (1) AT PAN RISER
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RIDGE CAP
HEADERS AND PANELS ON
BOTH SIDES OF BEAM
FOR GABLED APPLICATION
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.. ,.,.. 'M.' p, "" '''' /
AND (1 ) AT PAN RISER
#8 X 9116' S.M.S. (3) PER PAN
ALONG PA..... BOTTOM
\_ PA..... OR CCMP. ROOF PANEL
ALTERNATE CONNECTION:
#8 X 1.1/4' SCREWS (3) PER PAN
iNTO BEAM THROUGH BOXED
END OF PAN AND HEADER.
ROOF PANEL TO BEAM DETAIL
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NOTE:
\Vl;EN FASTENING PA.'IELS OR PANS TO
WOOD PLATES SCREWS SHALL HAVE A
MINiMUM EMBEDMENT OF"
FOR COMPOSITE ROOFS:
#10 X (I + 112') S,M.S. WITH 1.114'
D:AMETER FENDER WASHERS
@ 12' O.C. (lENGTI-i" PANEL
THICKNESS + ") @ ROOF BEARING
ELEMENT (SHOWN) AND 24' O.C. @
NON-8EARING ELEME.....T (SIDE WAllS)
ROOF PANEL (PER TABLES)
SECTION 7
11-
FOR PAN ROOFS:
(3) EACH #8 X 112' LONG 5.MS.
PER 12' PflNEL
SUPPORTiNG BEAM
(PER TABLES)
ROOF PANEL TO BEAM FASTENING DETAIL
(1) #8 X 1/2' WITH HEAD 5,M,S.
TOP OF EACH RISER
/~
/
BOX HEADER
BEAD OF CAUU<JNG ALONG TOP OF
BOX HEADER
ROOF PA.....
#10 X 1-112' WASHER HEAD S.M,S.
THROUGH BOX HEADER 12' O.C.
INTO HOST STRUCl1JRE
NOTES:
1. \Vl;E.'l HOST STRUC11.JRE IS MASONRY
USE 1/4' X 1-1/4' DRJVE PINS OR
1/4' X 2.1/4' THUNDERBOLTS
2. FASTEN THE EXISTING SUB-FASCIA
TO RAFTER TAILS FIRST WITH
#10 X 3' S,M,S.
(3) PER ROOF PAN #8 X 3/8'
wi HEAD S.M,S, O.C. INTO BEAM
(3) PER ROOF PAN #10 X l' WITH
S.M.S. TI-iROUGH ROOF PAN AND BOX
HEADER O.C, INTO HOST STRUC11.JRE
PAN ROOF AND BOX HEADER
FlASHING 0.024 OR 26 GA GAlV.
L-
I
2'x 2'x 0.06' X BEAM DEPTH
+ 4' ATTACH ANGLE 'A' TO
FASCIA WITH 2-318' LAG
SCREWS AT EACH ANGlE
MiN. 2' X 3' X 0.050' S.M.B,
(4) #10 S,M.S. AT EACH ANGLE
EACH SIDE
@
-@
@ I
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B = OVERHANG DiMENSION
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A = WIDTH REQUIRED FOR GUTTER
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BEA.... TO WALL CONNECTION: ,(-- A ~
(2) 2' X 2' X 0.060' EXTERNALY MOUNTED ANGLES ATTACHED TO WOOD WALL WITH MINIMUM
(2) 3/8' X 2' LAG SCREWS PER SIDE OR [2) 1/4' X 2-114' CONCRETE ANCHORS TO CONCRETE OR
MASONRY WALL ADO (1) ANCHOR PER SIDE FOR EACH INCH OF BEA.... DEPTIi lARGER THAN 3'
(ALTERNATE) (1) 1-3/4' X 1,3/4' X 1-314' X 11B'INTERNAL U--CUP ATTACHED TO WOOO WALL WITH
MIN. (3) 3/8' X 'Z' LAG SCREWS PER SIDE OR (3) 1/4' X 2.1/4' CONCRETE ANCHORS TO CONCRETE
OR MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH iNCH OR CONTILEVERED BEAM
DEPTIi lARGER l1-iAN 3'
RECENiNG CHANNEL OVER BEAM
ANGLE PROVIDE 0.060' SPACER
AT RECENING CHANNEL ANCHOR
POINTS. (2) #10 X 2.112' S.M.S.
AT RAFTER TAilS OR 'Z' ON CENTER
MAX. WITH 2' x 6' SUB FASCIA
MUST REMAIN FOR ANGLE
STRENGTH
NOTCH ANGLE OPTIONAL
2' X e- SELF MATING BEAM WlTl-I
(4) #10 SHEET METAL SCREWS AT
EACH ANGLE EACH SlOE
CANTILEVERED BEAM CONNECTION TO WALL AND FASCIA DETA1L
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12' WIDE x VARJOUS HEIGHT RISER [INDUSTRY STANDARD] ROOF PANEL
Table 7,1.1: Allowable Spans for Industry Standard Riser Panels for Various Loads
Aluminum Alloy 3105 H.14 or H-25
:-r:TToFllT""i""~~ i-\ls.ef' Panels
, Open BUildings I ct1closed oUllIJlngs
Nlnd I Applied L Ovemang Condition v'llnd i Applied i (]vemang Condition
I RegIon I Load I N01'ie-;1'"-<lI2"OIT~ RegIon I Load I~E I 1 -0" ,:qo-;-J"-o'
1'0Df~7 6',3"' '3'"-7"'T7.' I 6'-<l I 10'~;r;:r.r-~C "J ,-J r.;;
[lTIP,l?:'R:"i2 I' 0-217~3'4""I9':~'O:.l ~3,.--p.; 4,10" ,.'1 r-,
j12lJ\l: " .9" I ~.1 I 7-OT1Nlil: . I .
~~5T ' 0.., n .., ,
j14O>l.~3~, , o.
C os.e U\ HV~S
pp Ie I e ang on I on
Load
I ~_
I I I '$,)
"'i I ~~'~bB
:-~ ~; I ~~: ~ '
c ose Ul lngs
I e ang on I on
r~a'Ejl'"WTY-ll"T
! o.J I '0.0 {.:; r::f-~ 1{].
I 1":1-
S". J-
:l 'O-J '0
,. ..,
EiiClO"SeQaulldlngs
e ang on I on
,'-0" I ,.(J' Y.(J' 4'
:;." I c-ll)
I 0 o. "0 0' -0
I 0-<:> ,- 0,
I 0- -. I ,. -<:> I
I 5-3" 5
I on
Y-o" 01"
-,
-<:>
~
cose UI lngs
on I on ye ang on I on
-ll"T' .(J' I J".(J' 01"
.,
..,
o.
0'"
Note: Total roof panel 'Mcth = room 'Mdth plus 'Nail ',.,.;d!.h ph.is o'~arq.
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74"1
[1 f
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, , 12" .,f
12' WIDE X 3" RISER INTERLOCKING [INDUSTRY STANDARD] ROOF PANEL
SEE iNDIVIDUAL PANEL SPECIFICATION (IN TABLES) FOR ALLOY AND THICK.....ESS
Table 7.1.2: Allowable Spans for Industry Standard Riser Panels for Various Loads
Aluminum Alloy 3105 H,14 or H-25
13" . 12". O.OW' Riser Panels
I Open BUIldings
Wind I Applied: Overhang Condition Wind
Region , Load I NONE! 1'-0" i Z-O" I :r.o" 4-Q" I Region
: 102 :.I.P.M. I 17 I' ".1,' i '2'.,' I 1Z.7" 'Y-4" 14'..": 102 If.P.M, I
1110 .\l.P.M.: 20 I 1(].1" i 1,'.2" 1"'-8" 1Z-6" '~.r: '10 :.I.P.M, :
, '20 :.I.P.M_ i 23 1 (]-5" ! 1(].'" 11'.10" 11Z.',' 120 :.I.P.M,
1'25 :.I.P.H_' 26 9',10" 1(],S' 1,'-4" 'Z-6" 125 :.I.P.H. I
1<W M,P.H. i 32 I 3"."" g"r 1(]_i i ,,'.10" 1.s.o M.P.H. I
I Y' . 12" x O.ON' Riser Panels
I Open BUIlding.
I Wind I Apolied I _:--, _?v.:.~_,~" ~9 Condition
L~egio~ L.oad: ~IONE ';'~' It..... 'S.o"
1iD2 <l.P.H, 17 I 'Yo"~. 14'-1' 14,5" 1S-2"
1"0 M.P.H. 20 ',-1if "'-2"
120 :.I.?H. 23 11','," 1Y-4"
'25 :.I.P.H. 26 'Z,9"
140 :.I.P.H. I J2 11'-9"
Enclosed Buildings
Overt',ang Condition
,'.(J' I z.{)" i Y-o"
g-4" g.11'
~-6" '1-J"
7'.1'" I 3"-r;
T-r ~-4"
T-d"
Wind
Enclosed- 8uMi ngs
I Applied I Ov-.mang Condition
Load i-'JbNET;,.(",7TTJ)",; ]..f)" 1- 4~
'n i '(].15' 1'(]"O"~' I ,z.J" I 13'-4" ,
35 g.f!' 9'.11" I 1C"-6' 11',5" l,z.r
.'~9'-2"I9"'C"i'(]'~
45 ~-r; ~-9" I 9'-5" 1(].5" 11'.15'!
56 I r-f!' 1 7',1" ~.15' i 9'-7 11'-1'
~q I Region
1f5.(J' i '02 :.I,?H, I
1S,1" I "0 M.?H,
14'-5" , 120 :.I.P.H, :
i '3'.10", 125 M.P.H. I
i 12'."": 140 M.?H.
I 3"' x '2" x 0,032"' Riser Panels
Open Buildings
Appli~d I Overhang Condition Wind
L.oad : NONE 1'.q' 2"-0" ],-0" 4'.(1' Region
17 ! 15'.5'" is-6''' is.,," 16'-6'" 17-4- 102 M.P.H.
20 I ~4'.2" 14'-4" 14'.~ '5.5" I :'O.~ ':'0 M.P.H.
23 '~.3" 13'.5" 13'.10" I "'-Q' I 'S.15' I 120 :.I.?H.
26 "2'.5'" ,z.r '3".'" : '3',,0" 14'.'0" I 125 ~.P.H. i
32 11'-3" 11'-5" "'-11"1 1Z.9" 1~.7
Enclosed Buildl ngs
Applied
Load
29
35
.,
45
56
Wind
Region
102 M.PH, I
110 :.I.P.H.
120 .\l.P.H, I
125 If.PH.
140 .11.P.H.
'2..5'"
"'-il"
Note: Total rod ~Mdth = room MdtI1 plus 'Nall MdtI1 plus c'.erhang.
Table 7.1.3: Allo"/able Spans for Industry Standard Riser Panels for Various Loads
Aluminum Alloy 3105 H-28
IJ" . 12" x 0.019" FUSerPanel.
I open Ul lngs
tn pp Ie : ve ang n I on
Region Load; ~ i
i -~5-"'15'"
:2~7. 3"4" 14'.,.' 15.,'
~:
. []', 'Z.d" ~3.
o. ,
~8ulldjn9S
In I PP Ie Overhang COndition I
Region load . C I'.(J I ~1"~q-,
I :~zuxt-IT*r i ~f i jr I 1~.
,'Ir];f'2f' - ,if I 1C'-0 I 11-4 I '2-<:> ,
,~ . . '..,: I :'C':;: \"-.~: I
. _ ,;;...r~r'7" I T-1ff I 6'-7"T9'.e" 1".1" I
lngs
e ang
c ose
UI Jngs
In I pp Ie ve ang on I on J
RegIon load E I ";! ~~~.! ~~ ~~
; ; ~o. . a~~~1 j~~ i ;~~:-~:I}IHf
z:,-;nr-~-~~ ~~ I ~~ I ;~; ~ I
n I on
oI".(J'
-s:TD"".
'Z~~ 13'.7'"
-<:>
Note: Total rOO ~a 'Mdth = coom \'o1dt11 ;>us 'NaJlMdtn plus c,",mang.
J
l
12.00"
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
lea.e 3nelS
on I on In on I on
,.
,.. 'oQ .., .1
cose UI lngs
e ang on I on
.11 ,1
J5 ,.J" 7-Q~ <'-3 3.~ 'Q".~"'1
0'
open UI lngs cose UII u:v,;s
ye ang on I on In e ang on I on
I Region
'0 Z.." 13,1(]' I 102 :.I, -<:>
,. 1 , I I
WY. I ,OQ
-4 1 1 1 1 .1 1 nl:~ o. ,
., , .?H, 56 '3'". ooQ .,
~ote:
Totat root panel 'Mdtn = rocm 'Mdth pjus 'HatJ 'Mdth p~LJS c'...emaflg.
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ALUMINUM SKIN
E.P.S, CORE
SIDE PANEL CONNECT-
TlONS VARY (DO NOT
AFFECT PANfOL SPANS)
'-
SELECT PANEL DEPlli
FROM TABLES
4a'
,1'
r
COMPOSITE ROOF PANEL [INDUSTRY STANDARD]
Table 7.1.5: Allowable Spans for Industry Standard Composite Roof Panels for Various Loads
Aluminum Alloy 3105 H.14 or H.25 1.0 EPS Core Density Foam
~~Panel$ j
~ _~_, -~;'1gUl;dlf'~~ i E.'1<';."SCO 3U11dln~s '
-~- pp Ie ! - .'-- ---overF.angCO'I'Oiti~' I W;~d I.~p~llca I -c;.;emdn<J c.,)n~-:1
I R<3ion Load i'1cm:r-v-<rT:;r~~. ~ Region , Load I'KJNE:, 1'.0- , Z,," , 3.0 1 4".0'
nM:X:t1R:"T'~2.' I. ,z-a I. ~~.H.' ~ !7='~ I ;'4" I '3'."" I ~O'." I '2-' !
i'l1l1l.~2lJIlC"1l"TTf:~-8' ,'Z.,," 1~~ !! ." ';-4- I 10'-3 ".,," ,
i '20 M.P.H. i 23 I '(J,J- IHJ-'- ! fC":TI'" - Zlr>l: I
!,2.5 ~.P.H. I, Z6 ~-r! ~.'iJ' I 1(;.J . ,- I
, 4(lM.P.:1,; 32 ! 3'-a" I ~~ b-r . 0','0'" ~
~~f.JaneIS
r-upen dUlldmgs
~r;~lled I {Jvemang
~~ad ~_,! _
r-nnl:l'Xj'l , -"
r;2lmJ'}1.I-Z3 I l1'~l1'i I. '2"T'T17-T
fl25"f.~ ~.. ! ,~., I
~.PH. I 32 ,';-8" i ';,11" I 1[]-6" ! ',.,"
fJ"X48" . 0.030" Panels
pen Ul logs
~ on I on
r-wrna lAt.'Piled I
I Reglol Load 1
[1ll2 M.i'.H. 1
Enclosed BUlIolngs
po Ie I ~C:ondltlon
Load [l'lONCfl'".iJ" ..0" J'
29jl , -4
., "
45 0-
56 r-4 (-I 3'~~ ~.-o~ I ,
.J
Ul lngs
ve ang on I on
1'.<)" I 1,(;" ! J.o" , 4'.iJ"
~2'-2~ I ';l.an i 13':1 '4':1
,2" 11-a-! 'Z." 13.,'
I "
fl25"f. P. H,
2
26
I,J':I i
,-6"-r ""
..,
'Z-:; j 1z:1
.,
3'."
Note: Total root ~af'6l 'Math:s room 'Metr, oIuSH3II 'Mdth plus O\eft1.3n9.
.,.........~
I II
'r----
!
0.019. ALUMiNUM COVER PAN OR
CONTiNUOUS ALUMINLiM SHEET
Ii
#8 ~ 5/8' CORROSION RESISTIVE
WASHER HEADED SCREWS AT 24'
O.C, ALTERNATE #8 ~ Si8' SMS
WI 112" DIAMETER WASHER.
W
TYPICAL INSULATED PANEL
NOTES:
1,INSTALL RIGID FOAM INSULA.TION INTO ALUMINUM ROOF PAN.
2. COVER INSULA.TlON WITH 0.0145. PROTECTOR PANEL WITH OVERlAPPING SCAMS.
3. ,NSULA.TlON PANEL SHAlL 8E CLOSED Wlni ALUMINUM END CAP TO SECURE Pl.ACEMENT
AND TO DISCOURAGE THE NESTING OF WILDLIFE AND OR iNSECTS.
4, PROTECTOR PANEL WILL BE SECliRED 8Y #8 X Si8' CORROSION RESISTIVE WASHER
HEADED SCREWS,
5. SCREW PATTERN WILL SE '2' ON ALL PERiMETERS AND 24' O.C. FIELD ON EACH PANEL.
6. ALUMINUM END eN' WILL BE ATTACHED Wlni (3) #8x112" CORROSION RESISTIVE WASHER
HEADED SCREWS.
Table 7.1.6: Allowable Spans for Industry Standard Composite Roof Panels for Various Loads
Aluminum Ailoy 3105 H.14 or H.25 1.0 EPS Core Density Foam
~~Panels , ..., i
r- Ope:r( 8;lllcll'~9s c:nc~.!n9s -----.J
r--~r~~:ie -c--;em-a-r.g C,Jnd~- ~ - wrn<~- pplled I OYemang conaiF"lJ~. I..
I RegkM , Load j' m'O"""T2'.<Ji1'.;yo-;-4'"-<r[ ~eg'oM L~ONI: 1 ~ 'Z'll'"'TT~
r;O:n1".~.~, I ' . : - . ""! lOa.~.n, I < \T-7'T1' I 1':'5'Tl1.J I 'J'., ,
~. . ., ,. i.' .." "'7\llO>l:~ I ';... ,.". '(J,r 1"" I'Z-, I
~.P.~~~. ~. ~iMt.~I., ;~:.*L2n.~~~ i~~. :".: I '~':r. ;~
~.; ~ .-0' -n~Q"11.(5V"'1 11$'(13"-' i:l~!'~:,,"
.l'J'1.I)2 ! '(J,l' I'(]" I,a." 111"Cjl~M.P.H'1 56 I T.. I r,,, I ~-<l I "." ! 1,-,
~O.024' Panels
-open BUlldmgs
pp Ie ovemangCondltion
RegioM I Load 1'2'<l:1'
~I-I"'i-"''''
~mi : I E I ~~? i~~ ~J'~ ;'"
~ , . . . I . " I . . I 1'-. 1
[-T4ll"Y.P.H.! 32 1 '1'1 1,-4 i ''''U' 'Z-<r!
-l
<l::
::)
Z
<l::
(/) ~
Cl'::Z
~<.9
aU)
UW
aO
~t3
n.C!::
od~
(/)U
I-:J
Cl'::C!::
a I-
n.(/)
0:: ::;2:
<l:::J
Uz
::;2:
:J
-l
<l::
~BUI)dlng5
Wind I Applied I Q"emangCondltlan
RegIon 1 Load -<rT
O;<M: ! ,- I
I - I l) M.P.H. i : - I -
" I "OIl.P.H" 41 I "'2.:.J..i..'-l'
14-, 11251l.~7"Tg--<r
'3.. i ,~.~56-tc" I c-C"
~lr.UJ.o' i-'anels
Upen BUildings
1 Wind Applied b ovem.a ng Condition
RegiO~" LO~. E: r.iJ" I ~1'
r-ncr1l~
r;2!Hif.l'J'1.I
r;2
~Prl,'
I
4'"~
!::nclosed BUlld';;9S
'WTi1d! Applied I OVe ang CondItion
RegIon ! Load !
,'Jote:
I .~ I ' , . I I
., . "llll.~.H'! 35 ,
,6'-4" I. IT,;: 112o->r . ,,-
,5""-0.... I io-~ I '~-fif. , I .'
32 ,~:2Il4O'if. . . .
i'otal root pana 'Mdt.~ = rocm 'Mdth pjus 'NaIl 'Mcth pjus C'-.emil/19.
:)- i
."
f-
.~
W ~_
...... N
Cl. ::l -
<I)~
....... ~ it .
QJ~<~
c ~ Z I
,.. 1JJ 0 ,
~ ~ r- ,
Q)Q.~:
f't"\ 0 Cl c
L.Ui:dJ:~
. :s r- l
WlJJ~ .
aD
I</)
Q)Cl:o:>
UlJJ'"
lJJM
C)~ ~
Q)~O
L..~aJ
/~ ~ q
.ro;::o..
I.-JU
ATTACH SHiNGLES TO COMPOSITE ROOF PANEL
WITH INDUSTRIAl ADHESIVE'
(2) CONTINUOUS 114' LINES PER SHiNGLE 4' TO 6' O.C.
. CHEM REX-<'l PREMIUM 94a URETHANE ADHESIVE
'OSI" RFt40
ALUMINUM FACING
EXPANDED POL YS1't'REl'-lE OR POL YISOCY ANURA TE
NOTE: MINIMUM SLOPE 1/4' PER FOOT WHEN iNDUSTR:AL
ADHESIVE IS USED FOR ATTACHMENT
SEAl
SHEET
7C
OF