HomeMy WebLinkAbout00-9270
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BUILDING PERM!!' 09270
q~
BUILDING
:35'
CITY OF ZEPHYRHILLS
(813) 788.6611
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PLUMBING
Date
.a .;:;S-OU
ELECTRICAL
c2~
MECHANICAL
Sewer Conn
Property Owner:
Job Address:
Parcell.D. # ,;2~-~- ;21- OO~O.-OOOOo- /I/OD
Zoning . ~:e,gv Code Radon G.. ~<l~ mI ~
DescrlDtlonofWork _~k...8JM ,h~) ..~~___V__
Water Conn:
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
FINAL
C,Q.
4.... b- <!YO
DATE
NO OCCUPANCY BEFORE C.O,
DATE
Inspector
~..'~~/
. L( ~
Company
Address
--=- ~
. Ci8fephone# )
C)~/~ ;J;tLl~
PLUMBING /9/<0
. ",)
Valuation or ./i../ /J A" LI ~ ~
Contract Price __+-I ":ZJ,,2 +-
City license Registration # /1/7
State Certified license#
BUILDING
(2J~ lJ.i3EI2)..Eo/
~M:.
ELECTRICAL.:leP- '/'1
(~ 1-~~
M CHANICAL /dlI/
19::r3 aDJJ~r:
SLB
Tub Setl %1 ~ ~
Water
Sewer
Final
Breakers ~
Ducts Insl.~U-ttt' .
Compressor
Final
Tp. Serv.
Rough In ~~-f)lJJJl
Meter Can
Const. Pole
Pool
Pre-Meter
Final
Ftr. ~
Pre SLB 5-1,.t1)() e..
lintel
FRM. v ~ _ 9 .
Insul. CL ~
WL~-I?--t:JJtY~_
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($ 25.001 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
;:L:"/~- i;D
DATE RECEIVED
PLANS REVIEW FEE
c
JOB ADDRESS
L 'f1({,1<. If
:3-13-9
JI nG.Z= w B Vp
I'1BLJX/D!<.
PHONE ~l;.5....1:, ~36
E/YJ~;{I1L.LJ Pt?/~V
SUBDIVISION E "'1~Jl4p /'tJ/.:Vr/
OWNER'S NAME
LEGAL DESCRIPTION: LOT(S)
BLOCK
PARCEL ID # 2--4-26 ~z.I-t70"'O-oCboo - J~t:TZ>
WORK PROPSED: DNEW CONSTRUCTION ~DITION
(OBTAIN FROM PROPERTY TAX NOTICE)
DALTERATION
DREPAIR
D INSTALL
DSIGN
D MOVE
D DEMOLISH
PROPOSED USE: DSGL FAMILY DWELLING
D COMMERCIAL
DMULTI-FAMILY
D INDUSTRIAL
D# OF UNITS
D SWIMMING POOL
D MOBILE HOME
D OTHER
o RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK JV3 "'f)VlJpj;)-DcC.k- IOXJ2.. ScA9iitfV I '-.X2-""1 ~()f)/>1
BUILDING SIZE
SQUARE FOOTAGE
S5-0
HEIGHT R"
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.
D BUILDING
VALUATION OF TOTAL CONSTRUCTION
D ELECTRICAL
AMP SERVICE
D FLORIDA POWER
D W.R.E.C.
D PLUMBING
D MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
D GAS
D ROOFING
D SPECIALTY
D OTHER
~RAME
D STEEL
D OTHER
TYPE OF CONSTRUCTION: D BLOCK
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAD
YES ~O
-tp 1~ pO:L~
BUILDER
t: GNATURE
~/~
COMPANY
******************************************
ELECTRICIAN ~
SIGNATURE -.
******************************************************************
COMPANY
PLUMBER
SIGNATUR~ fA
\
Pt.IJ J) ~^ So L~ ~} t ( t \A-~ ~
COOPANY _
STATE CERT OR REGIST # 1- e;r-~ 0
CITY PROCESSING # (9 2 0 l,.
~u.&o. ~
-
* * * * * * * * * * *.* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *.* * * * * * * r * * * *~ * * * * * * * *
IdJ:CIIAIlICAL ~ COMPANY JJl~..fiz:E. S D
. .' STATE CERT OR REGIST. #..jf C ? 9'>
SIGNATURE _ -"+" ~ CITY PROCESSING # M'Y v::.
*****************************************************************
OTHER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE~F DEED RESTRICTIONS
~he uridetslgne~ understands that this permit may be subject to ~deed restrictions" whicH
may be more restrictive than City regulations, The undersigned assumes responsibility for
compliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they may be required
to be licensed in accordance with state and local regulations. If the contractor is not
licensed as required by law, both the owner and contractor may be cited for a misdemeanor
violation under state law. If the owner or intended contractor are uncertain as to what
licensing requirements may apply for the intended work, they are advised to contact the
City of Zephyrhills Building Department, 813-788-6611.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) sign portions of the ~Contractor Sections" of this application for which they
will be responsible. If you, as the owner signs as the contractor, you. are indicating that
you, rather than the contractor, are responsible for the work. If the contractor wishes
you to sign as contractor that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in the City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of ~Florida's Construction
lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture
and Consumer Affairs. If the applicant is someone other that the ~owner", I cerify that I
have obtained a copy of the above described document and promise in good faith to deliver
it to the ~owner" prior to commencement.
E. CONTRACTOR' S/OWNER' S AFFIDAVIT
I certify that all the information in this application is accurate and that all work will
be done in compliance with all applicable laws regulating construction, zoning, and land
development.
Application is hereby made to obtain a permit to do work and installation as indicated. I
certify that no work or installation has commenced prior to issuance of a permit and that
all work will be performed to meet standards of all laws regulating construction, City
codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other governmental agencies may apply to
the intended work, and that it is my responsibility to identify what actions I must take to
be in compliance. Such agencies include but are not limited to: *Department of
Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment
*Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas,
Altering Watercourses
*Army Corps of Engineers-Seawalls, Docks, Navigable Waterways
*Department of Health & Rehabilitative Services, Environmental Health Unit-Wells,
Wastewater Treatment, Septic Tanks
*U.S. Environmental Protection Agency-Asbestos abatement
I also certify that, if fill material is to be used in Flood Zone ~A" or ~A,etc.", it is
understood that a drainage plan addressing a ~compensating volume" will be submitted which
is prepared by a professional engineer registered in the State of Florida prior to permit
issuance.
A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes,
nor shall issuance of a permit prevent the Building Official from thereafter requiring a
correction of errors in plans, construction, or violations of any code. Every permit
issued shall become invalid unless the work authorized by such permit is commenced within
six months of issuance, or if work authorized by the permit is suspended or abandoned for a
period of six months after the time the work is commenced. One 90 day extension of time
may be allowed for the permit with fee charge of $15.00. The extension shall be requested
in writing to the Building Official. An approved inspection must be logged during each six
month period, or the project will be considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A ~NOTICE OF COMMENCEMENT".
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
of identification)
take an oath.
D who has produced
(type of identification)
and who Ddid DUd not take an oath
D who has produced
(type
and whoD did D did not
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
f\ '\ . ,
I; -...... ') Gi;Ns-r
5lf~).f j.{Jtu~klD-
. .
SQ. FEET PRICE
MAIN OR liVING AREA
OTHER AREA UNDER ROOF
OTHER
" . q~V- . ,,-
BUilDING:
ELECTRICAL:
PLUMBING:
MECHANICAL:
r.s O'f 10. F-+ RADON:
CREDIT:
5:c'"u
.,.- "-
'J. ? '-'
. ~
30 - ,.>"
...::- 0':' '8>
~)
I ~......
lQ~
,.J)p
SEWER: ~1r
WATER: .
TOTAL: -4
Tol.F'sl IJM-
--rD -rA~ -4> '*l q t ".../ I
//11/11/11111111I1111I1111I NII//M/llnllll/' 1//1I1I1/1If!
2000018169
Repl: 3917!51
DS: 0.00
02/1!5/00
Ree: 6.00
IT: 0.00
Dpty Clerk
....
NOTICE OF COMMENCEMENT
State of
FL.
County of
~r.s C i.)
TUB ImOERSIGNED hereby gives notice that improvement will be made to c3rtain
real property, and in accordance with Chapter 713, Florida Statutes, the
following information is provided in this Notice of Commencement:
1. Description of Property: Parcel No. 3 ?-39' hH-LjkJ LJF(
'2 f- Z-' - 2!-() 0 "10 - t> t961SC> - 1~ ()CJ
(Legal description of the property and street address if available)
2.
General Description of Improvement
J () X)"2- .s' c /t b;;;:- / 2....x. 2- ~ tit.. i) ~
t :l0.x J L. oS' HriP
JED PITT"AN~ PASCO COUNTY CLERK
02/1!5/00 1~:!50pm 1 of 1 -
OR BK 4311 PG 1564
Ln-1?,f< Y H de;. cIA./DO}..J
0;.... City '2- -H/..LLs F' State PL
$~S';;3
. t
3.
Owner Information: Name
Address 34 5 cJ );IF}- LI k ./
Interest in Property:
Name of Fee Simple Titleholder:
(If other th~n owner)
Address
City
State
R. Contractor: Name /71 V S- ~ O/L..----5"" ~
Address Ji)~~~.A./E"J,.U'..>V.P'J c tRP City /.JH-..DJi:
C./'Tr'
State /-L-
3a~-z.:.r--
5.
Surety: Name
Address
City
~fAie 0,.. nUHtuA
COUNTY OF PASCO State
tHIS II TO C!'H,'v I MA I I HE FOREGOING IS A
ffiYE AND CO"~ECT COpy OF THE DOCUMENT ON FILE
t}~ OF !lYIlIC RD IN THIS~FFIC 1. ESS MY
"A · I l SEAL THI AY OF
2
J~D~~~TCOURT
BY.. .. .. $ltPartieuRK
Amount of Bond: $
6.
Lender: Name
Address
City
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. ExpIration dftte ot Notice ot Commencement (tbe expiration date 1s 1 year
fr0m the date of recording unless a different date is specified.)
Signature of Owner: ~~ p ~-
Sworn to and subscribed before me this ~ day
~aZo5 30~5 ,qoo
of ~e611l JU..'Q
v(~~
~
Notary Public:
My Commission Expires:
....., NWOATH
l"f'"J:;;,":\ I,W COMMISC,:C'!I. ";-. iy7609
W.A~j EXPIRES. De.;~;, ,O\::I \;, 2002
"'1;~', ...~,~ BOl1ded Thru Notary Publoc undelWlit8rs
,P.f,,~ .-..
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ALL Vle.. _ ,-J ~(Juh?LY!
WITH ALL PRl ll~LING ~JJDES,
STANDARD BUILDING, PLuMBING,
j ,
NlECHANICAL, N.E,C. ANp GITY
qF ZEPHYRHILLS ORDINf\NFES.
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Address
City
Ship To
QUANTITY
SIGNA TURE
AJ'S CONSTRUCTION, t. c.
10332 NEWSOME PD.
DADE CITY, FL 3 3 ~': 2 3
(352)567-002b
CRCO 33421
11 42 64.
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;3 -t,3 -9 /'-1 J9 L) K J l::>R, r;11fitj?B~ I'D/A<
DATE
CUSTOMER'S
ORDER NO.
State
SHIP
VIA
SALESMAN
CASH
CHARGE
c. o. D.
PAID OUT
RETURNED MDSE.
RECEIVED ON ACCOUNT
DESCRIPTION
PRICE
AMOUNT
{)D
All Claims and Returned Gaods MUST Be Accompanied By This Bill
IF pt YWooO IS USED FOR CORsER BRACING
WITH FOil SACKED FOAM BEING USED FOR THE
VAPOR BARRIER. VISQUENE. T AA PAPER OR
SOME O~ER SUITABLE pRODUCT MUST BE
USED OVER mE WOOD,
./
DOUBLE 2.4 TO? Pu\TE
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IF A FOURTH FRAYE WALL IS REQUIRED. ALL
FRA'AiNG AND BRACING SHALL BE THE SAME
AS FOR OTHER WALLS OR PROVIDE ALUMi'<UM
BEA!"'S OR WOOO HEADER AS REQUIRED FCR
SPAN
'-AJLi~G: NOTE:
SID,NG QVER FURRI'<G STRIPS:
l' Sf-I.ANK ALUMiNUM '<AILS 0"- EQUAL
SIDI.'1G OVER FCAM:
1.3.-4' SHANK ALIJMINUM NAILS CR EQ'~AL
10,'1G PRC?E'!l Y APPLIED CYE'! P'!OPERL Y
~.AI~ED STRUCTURE COMPL'ES WITH '00 MP.H.
'0 !A.F H. A,'1D . 20 M.P.H. WiN!) ZONES
?"CIFrED iN SBCCI AND BOCA CODES
HEADER SIZE
SEE TABLE BELOW
SRACING FOR COR'IE.RS Sl-'.ALl BE 1/Z' 4 Pc Y
CQX Pi. YWOOD FOR WOOD STUQ:; @ 24' 0 C.
NAJLED Wlirl;:&: COMYON 6' O.C. Ei)GES AND
12" Q C FIELD
FOR STRlICTlJRAL GRADE irlERMAL PLY STUDS
SkAll BE 16' 0 C AND .'<AILING CR SCREW
PA TlERN SAME AS CDX 'Vl~ '<AILS OR SCRENS
PE.R ~'1UFACTVR.ERS SPECIFIc.<- TIONS
AL TE.RNATE BRACING Sf-IAU BE 1.',14".14 GA.
GALYA.'1tZED Call STRAP X-BRACED TO STUDS
WI (1):<ad COMI~ON PER STUO OR '.1,4'.0040'
ALIJMiNUM STRAP X-BRACED A'<D NAiLED TO
STUDS WI (2) '.1/4' ALIJMINIJM NAlcS EACH STUD
TYPiCAL WOOD FRAME
ATTACHED TO STANDARD CONSTRUCTED HOME
OR MOBilE HOME MANUFACTl;RED AFTER 1934
.. -,- -~-_._-_._.~-~--"... . _.~- ._-
2'.4' TOP PLATE NON-STRUCTURAL
ATTACH TO ALUMi'lIJM BSAM Wl~ #'0.
2' S.M.S. OR USE 70 FASTEN PANS TO
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WOOD OR ALUMINIJM FRAME
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BRIDGiNG <-e' 0'1 CENTER
5/8' PL YvVOOO DECKiNG
FACE GRAIN PERPENDICULAR
TO JOIST
HOST STRUCTURE
I':JR lUMS\..R Wll:M.'1~ ''ICHOR ----./
YVI,., GALVA.'1IED POST
1iALL,.'iAU FMMi'lG 16' ON CENTER
(EXCE?TION 24' 0'1 CENTER FOR
WOOD STOMGE ROOM)
2)PIER POST CA.'" BE BOLTED TO
SlAB OR CONTiNUOUS FOOTER
OR HAVE ISOlATED CONCRETE
FOOTER EACH PIER
(SEE DEiAlt)
3)CENTER STRINGER REQUIRED IF
DEPT11 OF DECK EXCEEDS 10'..0'
4)HURRICANE A'ICHO'! EACH JOIST
TO CENTE'! STRi'<GE'!
SEE ~A)"'B FRAME DETAIL
TOP ?LATE MUST BE PRESSURE TREATED
P,NE OR f-IA'/E VAPOR BARRiER BETNEEN
ALUM,NIJM A'<O WOOD
FRAMiNG TO BE FLUSH
2" . 0' FRAMING
ALL WALLS wOOD FRA!~E
TYPiCAL WOOD DECK
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4'.4' PRESSURE "TREATED PINE
OR 3' . 3' . O.OW' ALUMiNUIA
3/8' . 5' BOLT
LEDGER SU??O.RT
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LEDGER SUPPOrU DETAIL
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JOIST @ '0' ON CE,<TER
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'- "<--'c..=.- --. A f'- v.AX. SPA.'" BETI"",,'1 SUPPORTS ~
SEE SCHEDULE SELOW
/ YM!ES . -7'
DECKiNG MAY BE 518' OR 3.4' PL '(1'1000 OR 514'.6' OR 2.6 ?lA"'KI'IG
NOTE: SEE SECTIONS (PAGE 86)
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TYPICAL WOOD DECK FRAMING PLAN
Girder Support Spacing
Ty~ Girder
2.Z"x ..
2. Z". Il"
GIrder Splice
Points.
Span 5er-....een $uppof1 Spacing
two Spans Thre~ Spans
:'.',:] 6'-7'"
Four or MOfe
5'4~
Singie Span
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7.9"
6" -8.'
6"-4.
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Notes: A.sS'".I~'ec IJIi'.::>ef te be #2 se,~~ i'JOl"l.oJoe'"'se Pi ~
2 MaJ:I~...In" ~OO' ~ca~ 40#isc, ~
:; S;.a"s a.sSJTlec ~c toe e-o....al
4 Bas~ ~ ~.a:clmiJn ~jo; 'MCir"1 i)( ~6'~'
T11E I:;ESIGNS A."D SPA....S SHO'''" 0'1 T11ESE DRAW,!'iC>S ARE
BASED ON T11E lOAD REQUIREMENTS FOI'( ~E FOUC>V,'IG
CODES
1) STA'IDARD BUILDING CODE 1997. CHAPTER ',6
INCLUDiNG ssm ',0-96
2) BOCA ~TlONAl. BUILDiNG CODE 1996
3) TEXAS DEPAR~ENT OF INSURA'ICE WINDSTORM
RESIST A....T CONSTRUC~'ON 19'"..8
DES1G."I SH(J/<t lOA,.:)
3 . , 5 # I sa. FT.
61-70 # I sa FT.
61.70 # / sa FT.
61-70 # 1 sa FT.
61.70 # 1 sa FT.
95 MPH lOPE.'"
100 M?H lOPE..
120 MPH I OPS.'<
110 MPH I EsClCSED
120 MPH I ENClOSED
WIND ZONE
SEAwARD OF I CW '
INLAND OF I C.W '
INTERCOASTAL WATf.'!WAY
CO",VERSIO'< FACTORS
RooF.\'All
067 1 00
074 100
JOB NAME.
ADDRESS
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SEAL
SH T
1
.:.:~
~
EPS WAlL PN-IEL
314' PL YWOOD DECK (OPTIONAL)
5-,' ,6' OR 2,6 DECK ____
(
a~,
~ / ",
.,' ":. '.
!~~"-
I I ~
I,
11)
----It
11
I I
1
~ '
1/4' X 3" SOL TS OR T.aOL TS INTO ~;~ ~
CONCRETE SlA3 AT 24' ON CENTER ~ \il /
wlm 118' X 1.112" WASHERS ~.~
"'-- .----
~ I i'
,.:, "'-- "
1.'f2"'x 3', 0.060' RECENlNG CHANNEL
+
,~
#'0 x 1l2' S ~ S. @ 6' DC. ~IN.
60TH S'DES
#8 x," WOOD SCREWS WITH
Sl8' WASHERS (3) PER PANEL
2" x 4' TOP PlATE
PRESSURE TREATED PINE
. -,. - - -. -. ~- . .. . - - .
=-=--:-=~==----==-.=-::::.--=--:::.-:=-~: ;c-...;.:
.-----,-~
\ ,J\j,'
'.' ..../ I~
2"' x 6"' OR 2' x 8' : \, I ~
@ 16' O.C. _. , . ,
v/
i
~
114' X '.'l2' LAG SCREW wi
Sl8' WASHER AT 2,' O.C.
AL TER/'iATE DOUBLE STRINGER
FOR CANilLEVER OVER 3'
FROM MAIN STRINGER
SHEAmING:
112" PLYWOOD OR STRUCI1JRAL
GRADE mER.W<.L PLY wi SIDING
COMPOSITE PANEL WALL TO WOOD DECK
AlUM,NUM ?CST SEE TABLE -----"""Er
314' PLYWOOD DECK ~ ~
~ ~~-
'j\T7~
....l.t.~
~ 2"'x6"'OR2'x8' ' /:,
!'; 'O'O.C. 'Y ..1
EXTRUDED AlUMINUM :>ASE
COR.ROS'ON RESIST ANT THRU-aOL T
PER SCHEDULE
U-GLIP
LAG SCREW SEE TABLE
,
i'"
ALUMiNUM COVER (SEE CONNECTION
TO HOST STRUCn:;::E)
PLATES TOP A.ND 60TTOM
HURRICANE N-ICHORS WITH NUMBER
OF NAILS PER MANUFACTURES SPECS
2' x,' STUDS
PRESSURE TREATED 2 X 4 PLATE
.
" -.........
"-
"-- 6" X 6"'0 X 10 \'VELDED WIRE MESH
:-----. #50 BAH CC'IT!i'iUOUS
AL TERi'i.~ Too DOUB'.E ST ,\INGL"'t
FOR CA.'<TlLE\/EH 0\;'8"-( 3'
FROM MAL'I STRINGER.
FOOTING OPTIO~L AS ~=OUIRED
UTILITY SHED TYPICAL WALL SECTION
TUBE COLUMN BASE SCHEMATIC (INTERNAL BASE)
31'4' PLYWOOD DECK __
'Y-
I. _~,
i-I - i
SCREWS SEE TABLE
-.-/!
'Ii
I~
~-
\ :;~
~~
l' X 2' CKA.NNEL
LAG SCRE....S SEe TABLE
I
~
I
I
!
~
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/' I I
" I I
'I 1
',,'2' LAP
M,N"""UM 1.~.'2'
2"' X S' OR 2' x S'
~ ',s'o.c.
AL TERSA-;"E DOU3LE S"7":<.,NGER
FOR CA.N71LE:YER OVER 3'
FROM YA;~ S7RINGER
ALUMINUM BEAM FRA'v1ING INTO CORNER
OF WOOD FRAMED UTILITY SHED PLAN VIEW DETAIL
'\ '
SCREEN ROOM WALL TO WOOD DECK
Allowable Header Spans for Exterior Bearing Walls
Headers Co Headers Constructed of #2 Grade Spruce, Pine or Fir with 1/2" Plywood Spacer
Supporting Supporting Roof and Ceiling Loads Only
Wind Load I Applied Load 1
110 M.P.H.125 :IISq. Ft I 120 M.P.H. I 29 #'!Sq. Ft I 140 M.P.H. I 40 #lSq. Ft I
Heaeer Size 1 Header Size I Header Size 1
(2) I~I (21 i~1 (2) I~I (Z) '~I (2) I~' (2) I~I (2) I~I (2) I NJI (2) I NJ I (2) I~I (2) I NJI (Z) I~i
Roof Span 2, S 2,8 2, '0 I I 2 x 12 ! I 2, S , ! 2,8 2, '0 2 X 12 2, S 2 x 8 2, 10 2x 1Z
lumber Grade I lumber Grade I Lumber Grade I
5 P.F. , '2 P1'-IE I ''2 PI~.JE '2 po; 'c I SPF I <2 PI~-e , <2 P1"E <Z f>I"E I S.P F. <2 PINE I r2 PI"E <2 P'''E ,
Building Width Building Width Building Width
2 '19'.9" I' 26.1',.. i ' 35.". , , I 43..'.. i 1 1 1. 8'.' ~.. i ' I 34'. ~ 0" j , I 3'..'0"1 ' I 4 ~ '.7" I' i 'T-4. l' i 32..". I' I 32'.1 " 11 38-5"" 11
6 ~ 3.5" I' ! 2' ". 1 i 25.. ,.. 11 129.10".1 ' 13.2.. I' 24.2.' I' I 24.2" 11 I 28.10'.
"" .v 1 11 11'.1'.. i 1 1 22.3" l' I 22.3'. i 1 I 2S.8.' 11
10 , "I '-6" ! 1 i "16'.j," 1 ' I 21..". i ' 25..2" I' '1..1.. ! ' 16.3.' 11 ! 20'-4.' I' i 24'-4.. : 1 1 w.". ; 1 1'4..1 ,.'1 1 I 18.9.' l' I 22.6" l' I
14 '0.":.. i ' I 15'.1" ! '8,1,"/' ! 22./3'. I' i g.,1 ,.. ( , 14../3.. I' i 18.3.' I' 1 2".9.' I' I g'.v.. I' 1 ' 3'-4" I' I 16.9'. I' 1 20.1- 12 i
18 9.13.. 11 : 13'."" i' 1 ' 7'-4 ,. 11 i 20.8. l' g.,.. 11 13-4.' I' I lS..g.' 11 I 20-<l.. 12 1 8.-4'. l' I 12..3.. l' I 15.S 12 I 18..13.. 12 I
22 8.' 0.. 11 I 12.1'.' . , ',S..3. 11 1 19-4.. !2 1 8.6 I ~ '2.13'. I' 15.13.. 11 1 '8'0'. 12 1 ,..9. I' 11.S I' 14S
, ' 1 I i I 12 I 1T.3.. 12 i
26 8S" I' I 12..3.. :-1 15-4.' ! ' 18.-4.' : 2 I 8.'.. : ' , '1..10". I 1 i ~ 4.'0.. i 2 I 1T.s'. i 2 I 7'-4 ~ : ' I '0.10" ! 2 I ' 3..8.. 12 I '6'-4.' 12 I
30 8 ,.. I' 1 '1.9.. '.4-6.. ;2
.v , ' i 1TS 12 I '.8.. i 1 , '1.3.' 11 I 14..1- I 2 I '6.10". I 2 I T.O.. 11 I 10'-4.' 12 : ' 2., '''12 i 15-T' 12 i
I
32 ,.. I O. (' I , ,.c.. i' 14.-4.. ! 2 : ~ 7'. ,.. 12 I ,..6.. I' ',-<l.. I I I '3.10" I 2 I 16-<>.. [2 I 6.1e.. I'
, I I 10..'.. (2 I 12..9.. 12 i 15.3.. 12 i
1) NJ IS ~~e re-:;ul~e'~ nJmber o~ jaCk Slues II .,c.e numOe.)~ iaCk slues's (1) then H',e hea-:ler may be suppone-:l oy a Semco or eq'Jal :O'sl
Notes: ~ucket
Jaci< slues a.e assume-:l :0 be :2 spruce pine pr fir
2) Use" 0 M PHI 25 S~ Ft for'MO ees'gn Spei;CS .ess :nan "0 M P H
3) 5.Jdjlng WI::,~ :$ meas:.J,'~ Pf:?"2."1,jlcJ:ar ~J t~e (leg.: FJ( Wlc~r;s oe:w€en t~cse s:!cvvn s:::a1S rr.ay :>e In:e?oia:ed
(2) 1.'IiER."Al L.s OR RECEIViNG CKA.'ISEL
(2) ~I'" D:AME7ER 60L"'S EACH A.NGLE
(4) #10 x 1.1,," SHEET METAL SCREWS
EACH A.'<GLE
'.1'2" x :>-le';:" SPACER BLOCKS
iVy-
-xH/
D
~1
,~
o
I . .
, . ,
DET AIL ~1
LAG SCREWS SEE TABLE
~M-
z
~ / \
WOOD SEAM
LAG SCREWS SEE TABLE
nmu SOL T SEE TABLE
3' x 12' . 1/8'
ALUMINUM STRAP
3' x 3'.,/8'
ALUMINUM PLATE
ALUMINUM U-GLlP OR A....GLE
THICKNESS EQUAL. TO OR
GREATER rnA.N POST
~ ----
i ,
~ '
~ J~
:r:
(;),
W ~ .v,
:r co
::E ~ ~ AlUMiNUM POST
~ ~ U SEE TABLE
~ ,<I) . ~ 2"' X 2"'.118" AlUMINUM
::E A.NGLES WlTl1 (2) 1/4" x
%. i~;; THRU-80LTSSEETABLE
II "
, . ,
ALUML"UM POST
SEE TABLE
mRU BOLT SEE TABLE
YASONRY A....CHOR
SEE TABLE
Dei AIL #2
CONVENTIONAL ..-\L\JMINUM CONSTRUCTI')~ ~
FORCH POS r CONNECTION
~'.I~
I '
~
i I
1)~
E
' .
'. . .
''''. 2"' LAG 30L T (2) PER POST
,. x 2' TOP A.ND BOTTOM PlATE
SCREW 2'.0' OC.
TYPICAL POST
.'0.1.1'2' SCRE\VS (3) MIN.
PER POST TOP NID BOT.
"," YASONRY "'...CHOR (2) PER
i'liO CONCRETE SCREEN ROOM
(2) AT POST A.'ID 2'.0' O.C.
ALUMINUM SCREEN ROOM WALL
UNDER WOOD FRAME PORCH
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,,'- 2x61 C 'T
--- ~i1[ "'-- "l """0' ~-, c,,,, 0",0",,-
~
DOUBLE 2' x 5' P.T.P. WITH 314'
Pl YWOOD (PT) SPACER NAilED WITH
#'5d COMMONGAlV.(21 EACH ';'OC.
CENTER OF GIRDER B-B
2 x 6 FLOOR JOISTS FASTENED TO __
DOLiBLE 2 x 8 GIRDER WITH SIMPSON ~
H-2.5 rlURRICANE ANCHORS AT 16' O.C. :,i! l " ~
CONCRETE BLOCK PIERS AT 8'-<l' OC. ~
CONSTRUCTED ON 4 X 15 X 16 CONCRET~ II "-
FOOTI',G PAD, CELLS POURED SOUD WITH '\.I~.. _. "-- 314' PRESSURE TREATED PLYWOOD
(2);<S0 BARS AND (1) SiMPSON H-? i . , DR 2 X 6 PRESSURE TREATED DECKING
A!"CHOR IN EACH CELL FASTENED TO i . I .
DOUBLE 2 < 8 GIRDER ~'.. .-:-1l'
, ~ ""--- CONCRETE BLOCK OR TREATED 1'1000
~ P'!:f\S ;,~ o.-<l' 0 C.
rn
'V_c.
1.'--: . ...1
FOOTING TO DECK CONNECTION SECTION A-A
314' PRESSURE TREATED PLYWOOD
~ OR 2 X 5 PRESSURE TREATED DECKING
CO:'CRETE BLOCK PIERS AT 8'-{)' O.C. ~' ~
CONSTRUCTED ON 4 X ',6 X 15 CONCRET:-UI.
FOOTING PAD
AUGER AT EACH PIER FASTENED TO 2 X 8
G;RDER WITH FLAT STRAP ~
2. X 6 ~.L. OOR JOIST.S FASTENED TO DOUBLE (. _
2 x 8 GIRDER WITH SIMPSON H-2.5
HURR:;ANE ANCHORS AT 16' O.C.
OR 2" x 6' JOIST BUCKET I
. .~ '..1
ALTERNATE FOOTING TO DECK CONNECTION SECTION A-A
2'-0' MIN.
BEFORE SLOPE
(1 l itS BAR CONT.
'->-
OPTIONAL CONCRETE CAP BLOCK
OR BRICK
/---
.... U ..'
, . r~] __ _ __
~m ~--~.'
~ ~: --~
. .J
RIB80N FOOTING OR MONOLITHIC _____.___.:-:-:. ~~~ ,~. ~. . _ _'_ .
IF MONOLITHIC SLAB IS USED SEE NOTES "'. t...:: . .
OF DETAilS BELOW .~-
(1
(1)#4 BAR AT CORNERS AND '0'-0'
ON CENTER FILL CELLS AND ><."<OCK OUT
BLOCK "TOP COURSE WITH 3000 PSI
PEA ROCK CONCRETE
/ 12' /
ANCHOR AlUMINUM fRAME TO WALL
OR Sl-"B WITH 114' X 2,112' MASONRY
ANCHOR WITHIN 6' OF POST AND 24'
ON CENTER MAXIMUM
(1) #4 BAR CONTINUOUS
8' X 8' x '6' BLOCK WALL (MAX. 32')
(" #50 BAR OR (2) tl40 BARS
MIN 2.112' COVER
ilo;:]
GAlV. METAL STRAP ('4 GA. X 1')
KNEE WALL FOOTING FOR SCREENED ENCLOSURES
8' x 8' X ~ 5" CONCRETE BLOCK
'-,
Iff
II __
~.,-,.--
1.-:-'- - --'- -";"""......;.-
b'. _'
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~=:::;;
;;.., :=
~ " ~
5 ." @
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~ " ,~
~ .: :~
~ Fl. ~
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. ..
CONCRETE FILLED BLOCK STEM WAlL
8' x B' x 16' C_M.U.
WELL COMPACTED CLEAN FILL OVER SACRIFICED
NATURAL SOIL 90% REl-"TIVE DENSI1Y
ALUMINtJM ATIAChMENT
3-112' CONCRETE Sl-"B 6 x 5.10 X 10 WELDED
WIRE MESH OR FIBER MESH CONCRETE
ViSQUENE VAPOR BARRIER UNDER SLABS
HAVING STRUCTURES A80VE
~
::!i
~
co>
",
",
8' x 12' CONCRETE FOOTiNG WITH (1) #S CONTINUOUS
LOCATE ON UNDISTURBED NATURAL SOIL
(1);<S VER"T!CAl BAR AT CORNERS AND 10'-0' O.C.
"'
"",
RAISED PATIO FOOTING
(1 l #S BAR CONT.
'->-
,/
3-112'
I'
~-,c=-= =. =-~j
_ _ .~ n
- - - ~- - - -. -
. - -
---------
"'
I'- S' -I'
1YPE I
FLAT SLOPE / NO FOOTING
0.2'/12'
TYPE II
MODERATE SLOPE FOOTING
2'/12'.1'.10'
NOTES.
,....-----
'"
"
..
'-c----7.
- .~ .- -,--
-r---,'-
N
,/- 8' ---;"
1YPE III
STEEP SLOPE FOOTING
> 1'.10'
1. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSiNG EROSION EXCEPT FOR EXISTING
Sl-"B WITHOUT REINFORCEMENT. THEN TRiBUTARY ROOF AREA liMITED BY TABLE 2.4
2. MONOLITHIC SLABS OR FOOTINGS SHALL BE MIN. 2,500 PSI CONCRETE WITH 6x6-10x'0
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
(1
I,
I.~' ....... ,I ~~
/- 12'~"
(2) #5 BARS EACH WAY
/,'AXIMUM UPliFT #
16' X 16' S48#
24' X 24' 978#
30' X 30' , .388#
~,,> ~
ILj~---~~--
g,~----:O '3 r---
--"----i: CI =:
gH :.. ~
-'~--
8J,: "L.~..fJ.p.
.... .:-~. ~, -
-==-~'-.,=..
8' X 24' X 24' POURED CONCRETE PAD
(2) #5 BARS (18'lONGl EACH WAY
CONCRETE POURED CEllS WITH #5 BAR
(SAKR<:TE READY MIX wi CRAVEL)
PAD FOOTING
J TO WOOD DECK OR BEAM
r; ~---- FOR AltJMiNL.M ROOF
/ /~>-..i".-f"...;.(.,.~. '.' 8-f"/~l"-f~~ /'
/ /-!/v'/v. /, ll. ~~'//,<,/ / /:
~:/:",">~~ ..J V;-,/:~ZV
. ~';;;@. ,/, < 1\./0--,/ /
A /~; D >~ ~ i0>>'/:~~/ / /
y>> . '/. .-'v./' ll. ,(f, //, '. // / .'
./ ~"/\:./,,, ~ "\/,,V,~ ~, /. /
~;.:/ /;;/}'./.'" 0'>'i">::r.>:;> / /
,,'-:. ,'-:. '-:./~ \ J"'-.:/",,..'-:. / /
A- VIRGINSOIL ' .' .~. ' /~.
B - 16"x16"x4' CONC. P / /,' ".1 @ i~ I'-@.'///
C - 80 lBS. 2500 PSI CONC. <<A' .. ~. ". /
D - REPl-"CED SOil / / / /,. /j~ / / //
E. 1/4' X 2.1/4' EXPANSION BOLT /, / / / SEE PORCH POST CONNECTION
(2) EACH PER BASE DETAILS
ALTERNATE POST: 4' X 4' P.T.
ISOLATED FOOTER
3' X 3' ALUMINUM POST OR
1f6. 4' x 4' P.T.P. p. OST IN GALV. 1fT
POST ANCHOR AND 4-114' X T
-1- ,.",. ""'0<"' 'CREW db
,; -;- 3-1'2' SLAB . ~'.
· I. ~ _ _ "'- _ t _ _ ~_
-'-;
/-- 16' MIN. -/
POST TO SLAB DETAIL
.,>{"
I I
ALUMINUM STRUCTURE FOOTING
2500 PSI CONCRETE WITH (') #S BAR CONT.
MINIMUM 2.112' OFF GROUND
ALUMINtJM STRUCTURE FOOTING
2500 PSI CONCRETE WITH (2) #5 OR (3) #J BAR CONT.
MiNiMUM 2.112' OFF GROUND
'-
~~
-' 8- ".:...
RIBBON FOOTING TYPE II
RIBBON FOOT:NG TYPE I
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SEE TABLE 5 FOR LOA:) A'ID
FASTENiNG SCHEDULE
~
HEADER STRAP CONNECTION DETAIL
,~.
".
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I, ". '.
I'.
01'1
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SEE TABLE 5 FOR LOAD AND
FASTE.'Ii'lG SCHE:)ULE
';""'--,
i ~
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~
TOP PLATE STRAP CONNECTION DETAIL
~I
I !
~
SEE TABLE 5 FOR LOAD AND
FASTENi'lG SCHED'ULE
SILL PL.\7E STRAP CON~~ECT:CI'J DETAIL
'----
ATIACH SHINGLES ,0 COMPOSITE ROOF PANEL
WITH INDUSTRiAL ADHESIVE'
(2) CONTiNUOUS ','4' LINES PER SHINGLE 4' TO S' OC.
, CHEM REX.PL PREMIUM :t48 URETKA'IE ADHESIVE
. OSI. RF140
Metal Strap Load and Fastening Schedule
'.3/8.' x 0.040" Flat Strap
I I Fas:ener Allowable Loads
Size Product Dime nsions i Schedule Wino I EarthQua,e
W x L Nails Uplift Uplift
8 A8108 1.318.. x 8'. 5 540 I 549
10 A8100 ,.3.8'. x 10.' 6 648 I 779
12 A8120 1.3i8.. x 12.. 7 746 i 897
14 AB140 1,3/S'. x 14.' 8 854 I 1.039
16 A8160 '.3IS" x 16.. 9 972 I 1.169
AlUMINUM FACiNG
EXPANDED POL YSTYRE'IE OR POL YISOCYANURATE
'.3/8" x 0.040" U ,Strap
Dimensions Fas:ener Allowable Loads
Product W = 1.318" Schedule Wind I EarthQuake
S x H Nails Uplift Uplift
ABU10S 3-5i8.. x S.. 2 432 i 51S
ABU',CS 3-Si 8'. x 8.. 4 S54 i 1.037
ABU110 3-5/8'. x 10.' 6 1295 I 1555
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W Z
SO
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NOTE: MIN,MUM SLOPE 114" PER FOOT WHEN iNDUSTRiAL
ADHESIVE IS USED FORATIACHMENT
6
8
10
r
; jI ~!
"
Note:
Number of naris re'ecs to numoer each slcie c! connec\Jng members or each
sloe of U.stao
Nalis to~: hot doo";:: galyanll~;:: smooth shae,k (10d) 9 9a x 1.112" Mln
r:
1,"1
, ,
,',
:QD:
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Maximum Uplift Load For Stud To Top Plate For Delenninalion Of Hurricane Anchor
ForVarious Pan Or Composite Panel Spans And Overt1angs
Stud Spac,ng 8 , 9 '0 11 12 1)
I
1.33 16- OIC 's.: . 92 2:" 2';3 3~ ~i :;.ss ~2': ~2 S01
2.00 24" ole 232 2% I ~8 <)6 ~ i ,-- , S80 538 I 6:;5 ;~ I
.a I
2.66 32" O/C 3V8 3es <132 i ~:!; 6. ; " , I ii 1 I 6-'8 I S25 'X2 I
,,,",
4.00 48- ole "-54 I sse I s;s e' 2 9,,3 ~ ::.u , "50 i '2;5 I ~292 I ~5<.'8 I
1-3/8" X 0.040" METAL U-STRAP
Room Projection (P) Sum Of 1/2 (P) + Overhang
Overt1ang 8' 10' 1Z' 14' 16' ZO'
"'" 0' to 5 6 7 8 10
! c ~ i l' 5 6 7 8 9 11
,'. Z' 6 7 8 9 10 12
:00:
., )' 7 8 9 10 11 12 13
I
...
'<!:
W ~_
, -.J N
r"'I ::>-
u.. V) N
- ~ :
~ 0 ~....
...-U .1'.
Q)...<"
Ci56;:!~
C::q:~:g
~&C3:;;;
u..J~ C:>>I"'-
, ~ ~ ;:;-:;
W~66e
,"'=><
Q)C:::",c..<
U",ow,,-
W"'..-
.. W
<3><1-
<!:
UJ
Wind load Conversion Table For Max.imum uplIft loa
Wind
ZDn.
'02
"0
120
,---'-,5
,~
AppH'CS
LCoId
29
:l.\
.,
45
50
Con~"of'l
Jw4\,ollb p~;(' r
'00 i
"~i
,:>a
'52
,~
1-3/8" X 0040" FLAT METAL STRAP
4
CF
h
,.
_.---_.- ----_._..._-----,.~ '- --- ---- ---.-.-------- -----------..-. ~--- ---_.- ---- ---~ '...-.----...- ._-_.--- p----~- ----- ..- ----_._---_._.,--_.---~--------
Table 4.1.1:
Column Capacities Supporting Conventional Construction
Maximum
Allowable Roof Area In
Square Feet for Vanous Loads on Post
Load In Lbs.
" ,
I
1_ r x 3" x 0.050.' Hollow ExtruslOn. Aluminum Alloy 6063 T.Q
! -Ma'xl,rn-um-II Maximum Allowable Roof Area in
Height I Load In Lbs. Square Feet for Various Loads on Post
r-'c).2. i,./jb 4~
~ -':) 2.:0.:::. 4'j
'~l' i ~'jO 2.'-a
"...:"
1';)/
, '
3" x 2" x 0.070" Hollow ExtruSlon. Aluminum Alloy 6063 T.Q
Maximum
Allowable Roof Area in
Square Feet for Various Loads on Post
I Maximum
I Height
i~-2
I "-6
i iG.,1 1,'';)01;
;-----.,.7:.~ I ' 4~'
15 x~x~o~d.,~,:'iloy3'05H.'4
Maximum Maximum
Load in Lbs.
~:~:
o~
4
30
l!
Height
!V-V
L~ad in Lbs.
2 081
Allowable Roof Area in
Square Feet for Vanous Loads on Post
43
32
",
I
I
I
~~.u I i,vaL
3.. x 3" x 0.060'. Roll Formed. Aluminum Alloy 3105 H.14
Max.imum Maximum
11 -8
1,/130
i.) -4
I,.)O":J
1:.l
Height
" .0'
1".iU
Load in Lbs.
30UU
/.,IUU
Allowable Roof Area in
Square Feet for Various Loads on Post
04
48
~8
14.8 CUU I
;0 -c ") I I
3.' x 3" xC 060.' Fluted Hollow Ex!ruSlon. Alumirum 6063 T.Q
MaXimum
Height
11.10
Maximum
Load in Lbs.
j,4vCS
",o~b
i ,':JOO
1 4~'
Allowable Roof Area in
Square Feet for Various Loads on Post
01
40
~o
L'
'j-1li
,:..'\J
, { .',J
Example:
Fin.: Roof Area Neeeed. Area = ''';'' Post Spacing ='5' Str\Jc~ure Projection = ~'N
A = S x (W12 + OHI. ~ .S' = T. N = '2. acd OH = 2" then Area = 56 Sq Ft
=or a 1C'.1 1" post anSl 120 m phNlnd load:x 23 # l Sq Ft, post c,,!C1ces are
1 I 2.. x 3'. Srap Section
21 Al' :lOst sizes I.sted be'ow the 2.. x 3.. Snao Section
VVcere :00 condlllons dictate a post c,elght of 10' ,n a 120 MPH Wind lore a 3.' x 3.' ROll Formed COULD
NOT 3~ '"sed because ,men ,( IS crore tran 10' tall 11 can on'y suppo<1 39 SF of roof On tr.e other r.and. a 3" x
3" f=:u~ed Pest wlth a post .~e'ght of ~ C'. 7" can Support an area of '2.9 square feet of a,ea Tnus, deSign mlJst
sa;lsfy DOt.t"1 nelght al"1d area require'TIents
Table 4.1.2: Column Capacities Supporting Conventional Construction
I
i
I
I
1
!
Aluminum ....osts
).. x 3" x 0.090" Hollow ExtruslOn "Aluminum Alloy 6063 T.6
MaXimum I MaXimum Allowable Roof Area In
Height Load in Lbs. Square Feet for Various Loads on Post
" .lu I ,. ,C4 ~.:,
iJ. I U I 3.ddo o~
I ~., v I J.U~4 04
I .:v i L.Lo~ 41
3" x 3.' x 0.125" Hollow EJ.trusion" Aluminum Alloy 6063 T.G
Ma x. irn urn I Maximum Allowable Roof Area in
Height I Load in Lbs. Square Feet for Various Loads on Post
J .., I 0.~1 ~ 0
l '0. I I " 04. i ,~
o~ I 4, 'JJ.::: I "
"v., I .:, U~4 I 04
I 4.' x 4.' x 0.125" Hollow Extrusion. Aluminum Alloy 6053 T-6
I MaXimum I Maximum Allowable Roof Area in
Height I Load in Lbs. Square Feet for Various Loads on Post
I ~ ~ ::: I ~.~~~ I '00
I , ;LO
, il":J , 5.432 -
I I "I
0.0 i 4.U14 I':'
steel" POStS
3" x 3" X 14 Gauge Post. 45 k.s.i. Steel
I Maximum I Maximum I Allowable Roof Area in
I Height Load in Lbs. Square Feet for Various Loads on Post
i..l'u I 1,.....'..;'0 '"
I
" ., I 1.4~U IJ~
"" ., I 5.0':'~ I I U1
<0.. I 4.~/1 10
I 3" x 3" x 11 Gauge Post" 46 k.s.i. Steel
I Maximum I MaXimum I Allowable Roof Area in
I Height I Load in Lbs. Square Feet for Various Loads on Post
,. .0 I O.~I U ,,~J
l L. .1 , 1 , iJ'~ cu,
I
r-2J ,0 I 6':J1 :J ,I:>W
L~ -0 I :>."UI.) I IL~
I 4" l 4" x 14 Gauge Post. 46 k.s.;. Steel
! "'aximum I Maximum I Allowa ble Roof Area ir
Height Load in Lbs. Square Feet for Various Loads on Post
I LO -0 I L~,o~:; I LLI:>
i L. .~ i '':,j,,)':)'..) ! ,01
~2.J I 1.15U ,,'~
,A.~ I ~.OvJ "~
Table 4.2: Schedule of Allowable Loads I Maximum Roof Area for Anchors
Anchors into wood for ENCLOSED buildings
Allowable Load I Maximum load area (Sq. Ft.) @ 120 MPH. Wind load
1 Diameter Anc.hor i Number of Anchors
I x Embedment 1 , 2 I 3 4
1'/4.' x 1" 264#1 I I.SF I 528#122-SF I 792#133.SF 1056#144.SF
i 1/4.' x 1.112.' 396#117.SF i 792#I33-SF I 1188#i50.SF , 684#166-SF
! 1/4" . 2.112.' 660#l28.SF I 1320#/5$.SF I ' 98Q#/83-SF 2640#1110.SF
5/16" x 1'. 312#I13-SF I 624#126-SF I 936#139.SF 124B#l52.SF
15/16.' x 1.112" 46B#l20- S F I 936#/39-SF I 1404#/59-$ F 1872#178-S F
" -
,5/16.' x 2.112.'
13iS" x ,.'
3iS.. x 1.1 '2.'
O.S.. x 2.1:2..
, SO#/33-SF
35611< ; 5-S F
534#122.SF
1560#,65-SF
712#/30-SF
10?6#/4$.SF
1780#/7 4-S F
234'..../98-SF
1068#/45-SF
'60L#/67.SF
3120#1130-SF
1 424#169.S F
2136#i89.SF
~"'i('#,'J7. S c
2iS -::: " ~ S r=
35GC;#,' ~ ~.~,-SF
Anchors into concrete for ENCLOSED buildings
Allowable Loao I Maximum load area (Sq. Fl.) @ 120 M.P.H wind load
D1ameter Anchor
x Embedment
I 1/4" x 1.1/2'>
Number of Anchors
227. #:')$.0, F
317 ',#, I :'2-SF
432,"" ~ eO.SF
4
,OZc..:/"Z':.SF
4222~ 176-SF
6772#/24' .SF
,
!-7S7#/3(.S::
I 514#/03-So
2~ 14~;a8.Sr=
2886#;' 2D-S F
3/S" x 1.112.'
1'12.. x 1.':4.'
1057#:44-SF
1443#/5D-SF
Table 4.3: Fastening Schedule for Wall Cladding
Connection Fasener
25/32 Fiberboard Sheathing i '_3.'4N gal\l3nlzed roofing raIl
I 8d common nail
Number or Spacing
I 3" 0 C al edges
i 5- 0 c at other beanngs
4~ 0 C at edges
! S' 0 c at otref oeanngs
4~ 0 C at ecges
8.0 c at other oeanngs
7" 'J C on ceIlings
8" 0 c on walls
7" '~c on ceIlings
8- 0 c on W3l1S
112.. Gypsum Sheathing
1'1 ga 1.112- galvanlz ed
: 7/16~ heaa
5/8" Gypsum Sheatl1ing
; 11 ga. 1-3;4- gal.an,zed
!7!"iS"read
1/2" Gypsum Wallboard
1-3,'8" ,j;ywaH na!1 ..
5iS.' Gypsum Wallboard
1'.112" drywall nail ...
i
Particle Board Siding
5116" .112.' 1
5i8.'
3/4.'
50
8d
8~
dboard Lap Siding, Over Sheathing
I 8d corrOSion resis:ant With
I. mInImUm 0099"" shank and
mlnJmum 0240"" head
,Od corrOSion resistant WIth
16- 0 C al 100 and bottom e~ges I
I' 6.0 c allop and bottom edges I
15- 0 c at edgesand 12- 0 C al I
intermediate supports
I J
I' 6" .:: at ~dg~san(j ~ 2" 0 c 3;
InlenTledlate supports
Oirect to Stuos
Over Sheathing
minImum 0,099"" shank and
mlnJmum 0,240"" head
6d corrOSion resistant With
minimUm 0,092"" shank and
rTlInpT'Um 0 225"" head
Direct to Studs
Over Sheathing
3d c,:xros,on resistant with
i minimUm 0092'"0 shack and
I minimUm 0 226"0 head
Fiberglass sheathing may be stapled usmg '6 ga gatvanlzed stap1es '.'is''long Of '/2" sheathing and ~.'I
2-long for 25/32 shealh,ng Stap.es 10 have m,mmum crown 017/16" and spaced 3" 0 c at edges and 5- 0 c at
att"ter beanngs
- Drywall nails shall confonn 10 ASiC.l C 514
, ) Siding applied to 5/8" :let wood shea:hlng. '5/32 wood structural panel Of '1:;'. :anlcleboard sheathing
2) Corrosion reSistant nails spaced 6~ on cenle,.. at edge 8" on center allntermeal3~e SUPPOr1S Nails shall
have a rnlnm'Um edge distance of 3'8"
3) Siding app~led to studs spaced 24- on center maximum
4) Siding applied directly to studs spaced 24~ on cente,.. maXimum
5) Use annular Of spiral thread nails for comtHnal'on sub~oo( f unde;'\ay;;"ent
6) "'J,JiI n1;Jst be of sutf'clent :erq\~ ~.:- JccomlT1JdJ\e t'\:r.~liess of Sldl!~g )I,j she.J'.... I\~ If ,Is,~d Jrld a::,')w
rT'Ilnlm,Jm stud penetfJIJon of '.'/2~ lI'c,~es
r.r;
w
er::
::)
I--
U
::)
er::
I--
r.r;
W
~
~
LJ..
o
o
o
~
....J
~
:J
Z
~
~
Z
(9r.r;
r.r; w
w ....J
o CO
r.r;~
WI--
er:: "7
:JZ
I-- 0
Ui=
:JU
0:: l.l.J
S;r.r;
:2
:J
Z
:2
::)
....J
~
....
<:
W~
, -J N
0.. iii ~
......-~u:~
~U .f"oo,
(l) .... < r--
C~~~:.sl
C :q: r--:J?
~&~~~
L..L..I ~:I: e~
it~~g
aOO-
~ it ~
W l.L.
-'
w
f-
5
OF
6
PAN ROOF ANCHORING DETAILS
/" -- - --------
~~.~~:/ /-;~-~~~
:!:, -T' / '
V;/ ,1/ ....
4. 1 ;r..~..
"- r -1
5 ~-I~c;j't-~l-
r.n ~ Z1
c:: I I <-u~
__~ ! T--- :1. a ~J.-----
~ .'"--:~~
---'-=--lJ
"
-~----------
.."'---------
'"
"
EXISTING TRUSS OR RAFTER
SEAlANT
HEADER (SEE NOTE BELOW)
1#3 d'~6' S.MS. (3) PER PAN
AND 11l AT RISER
#10 x 1-112" S.M.S. (1) PER RAFTER
OR TRUSS TAIL
ROOF PANEL
#'0 x 314' 5.1.1.3. AT ~2' ON CENTER
Ire x 9/16' S.MS. (3) PER PAN
AND \1) AT RISE::l.
ALTERNATE CQNNi:CTION:
Ire x '.1/4' SCREWS (3) PER PAN I.'HO
FASCiA THROUGH PAN BOXEC: i:~D
EX:STING FASCiA
ROOF PANEL TO FASCIA DETAIL
/'-----
/ /---
./ /. /' /
/,' A /
///; ".
///P i, ~-"
/ /oJ I
~~~l/ !g+
, 0 ._____
,,-' ~
/ /' .;
/'~
HEADER (SEE NOTE BELOW)
Ire x 9116' SMS. (3) PER PAN
AND (1l PER RISER
FOR MASO.NRY USE 1/4' x 1.1/4' TAP.{:ON
ANCHOR OR EQUAl. AT 24' ON CE'HER
rOR WOOD USE ~'O x 1.~r.:" S.MS.
CR WOOO SCREWS AT '2" ON CENTER
ROOF PANEL
Ire x 9/16" S.M.S. (J) PS'l. PAN
AND (') PER RISER
EXISTING HOST SBUCTlJRE:
WOOO FRAME. MASONRY OR eTHER
CONSTRUCTION
ROOF PANEL TO WALL DETAIL
ROOF PANELS SHALL BE ATTACHED TO THE HEADER \VlTrl (J) EACH <<a x 112'
LONG CORROSION RESISTANT SHEiET ~~ETAL SCREWS WITH ~12" WASHEFS.
ALL SCREN HEADS SHAlL 310 CAULKE:D OR SHALL HAVE .NEOPRE~E GASKET
3SVIEi:~. THE WASHER AND TI-\E PAN.
PAN RIBS SH.4.LL RECEI\/E 11) EACH #8 x '12" SCRE",'.' EACH. THE PA.NS 'lAY 3"
A.NCHCRED IrlROUGH 3CXED PAN WIT;'; (3) EACH #8 x ~. OF THE ABOVE SCRE,."
TYPES A.ND THE A3CYE SP"CIF"EJ RI3 SCREN.
NORS:
~~/L, !~
PAN~
//0: i:!S~
:////\\\~ - -
\\
\
1" FASC:A (MINiMUM)
BREAI< FORMED METAL
SAME T1-1ICKNESS AS PAN
~lr2~~~?~g~ ;~
AS SHOWN
#8 x 314" SCRE\'IS @ 6' O.C.
#8 x 1/2' SCRE""S @ 6' OC.
---
HEADER (SEE NOTE 3ELOW)
#8 x 9/16" S.MS. @ B" O.C.
ROOF PANEL
FOR MASONRY USE 114" x \.114' TAPCON
ANCHCR OR EQUAl. @ 24' D.C.
FOR WOOD USE #10 x ,.'/2" S.M.S. OR
WOOD SCREWS @ '2: O.C.
EXISTING HOST STRUCruRE:
1'1'000 FRAME. MASONRY OR OTHER
CONSTRUCTION
ALTERNATE ROOF PANEL TO WALL DETA1L
NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WlTH (3) EACH Ire x '12'
LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 112' WASHEHS.
ALL SCREW HEADS SHALL BE CAULKED OR SHAll HAVE NEOPRENE GASKET
BETWEEN T1-1E WASHER ANO THE PAN.
PAN RlBS SHAlL RECEIVE (1) EACH #8 x 112" SCREW EACH. THE pANS MAY BE
ANCHORED T1-1ROUGH BOXED PAN WITH (J) EACH #8 x 1" OF THE ABOVE SCREW
TYPES AND T1-1E ABOVE SPECiFIED RIB SCREW.
COMPOSITE ROOF ANCHORING DETAILS
~/ - ______._u
~ /'---
'" ,.
<(
"-
co ...~-g,
~ \ If
EXISTING TRUSS OR RAFTER
"
#8 x 9/16" SMS SPACED AT
8" OC. flOTH SIDES
ROOF PANEL
#10 x '.112' S.M.S. OR wooa
WOOD SCREW (1) PER RAFTER
CR TRUSS TAIL
#\0 X:lW S.MS OR WOCO
SCRE,." SPACED AT '2' oc.
#8 x g,16' SMS SPACED AT
8' O.C. BOT1-1 SIDES
EXISTiNG FASC:A
;-"
"
N
...J :r -1---
~ ~.~
1"~1----==--~ _.~ -------
--.J~,
~,
.'-
~ ----- -----------..
--..
---....
ROOF PANEL TO FASCIA DETAIL
/----- ----
EXISTiNG HOST STRUCTURE
WOOO FRAME. MASONRY OR OTH"R
CONSTRUCTICN
Ire x 9/16' S.M.S SPACED AT 8"
ON CENTE.R 80TH SIDES
~.
~
rOR MASONRY USE' '4' x '.114" TAo"'CON
ANCHOR OR EQUAL AI ':4' ON CE.Nl.oR
FOR WOOD USE #'0 x \.112' S.M.S. CR
WOOD SCRENS AT 12' ON CENTER
.. --..,-
li1~~
~ ~"
0. 0
~
---------,,-~ -~~
ROCF PANEL
#8 x 9116" S.M.S. SPACED AT 8'
ON CENTER BOT1-1 SIDES
ROOF PANEL TO WALL DETAIL
NORS: weoo STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA
FRAMiNG WHERE POSSiBLE ONL'( 15% OF SC."lEWS CA.N BE OUTSIDE THE TRUSS
BUTTS. SUB.FASC:A AND THOSE AREAS SHAU HAVE DOU9lE A.NCHORS.
ALL SC."lE'NS :NTO THE HOST STRUCT\.;R" SHALL HAVE MINiMUM '.114' WASHERS
CR SHALL 3E WASHE.R HEADED SCREWS.
HEADER ;.NSIDE DiMENSION SHALL 3E EQUAL TO PA...EL CR PA.NS"'1". THE ..vALL
THICKNESS SHALL BE THE THICi<;NESS OF T;';E ALUMINUM PAN OR COMPOSITE
PA."EL WALl.. THICKNESS. HEADERS SHALL 3E ANCnORED TO THE HOST
STRUCTURE ......1TH ANCnORS .4.PPRC?RIATE FOR THE MATERIAL CONNECTED TO.
IrlE ANCHORS DET AILET) ABOVE ARE BASED ON A LOAn FRC'..1 '20 ~.PH. FOR
S3C SECTION ~ 606 FOR A MAXiMuM POSSiBLE S?AN OF THE ROOF PANEL FROM
THE HOST STRUC71JRE.
,.:----.- 6"
10"
#8 x 1/2' ALL PURPOSE SCREW
@12'0.C.
r"'
w
a::
~
tJ
~
a::
f-
en
f-
'"
o
:I:
\
BREAKFORM FLASHING
<(
U
en
<(
"-
3 1.1 ".ill I..il
c;: II I I
t"olI :,' I'
Vi"
=~U .-
/ I
FASTENING SCREW SHOULD BE A MIN. ~/
OF l' BACK FROM THE EDGE OF FtASHiNG
3" COMPOSITE ROOF PANEL n_ __
SEE SPAN TABLE
--j
ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS
1. FlASHING TO BE INSTALLED A MIN. 6' UNDER THE FIRST ROW OF SHINGLES
2. STANDARD COIL FOR FL4.SHING IS 16" .019 MIL COIL
J. FIRST ROW OF NAilS WilL HAVE TO BE REMOVED TO INSTALL FLASHiNG PROPERLY
4. FlASHING WilL BE INSTALLED UNDER THE FELT P4.PER WHEN POSSIBLE
5_ HEADER WILL BE PUnY TAPED AND CAULKED EVEN THOUGH FLASHING IS TO BE iNSTALLED
6_ IF THE DROP FROM THE EDGE OF THE SHINGLE DOWN TO THE TOP OF THE HEADER IS MORE
THAN ~. THEN THE DRIP EDGE WILL HAVE TO BE BROKEN TO CONFORM TO THIS DROP
7. W1-lEN USING FtASHING THE SMALLEST SIZE HEADER AYAllABLE SHOULD BE USED
12" .OJ MIL ROLLFORM OR S' SREAKFORM IS BEST SUITED FOR HEADER SINCE IT KEEPS
THE FLAP liP OF THE HEADER BACl( FROM THE EDGE OF T1-1E FlASHING
a. WHEN SEPARATION BETWEEN DRIP EDGE AND PANEL Fl.J\SHING IS REQUIRED
112' SEPARATION MINiMuM
9. STRIP SEALM'T BE1WEEN FASCIA AND HEADER PRIOR TO INST AU.ATION
PAN ROOF ANCHORING DETAILS
RIOGECA? ____n___--..... ____ SEALANT
'r<EADERS ,0..'10 PANELS ON '-..... r ___ PAN HEADER
30rn SIDES OF BEAM '-..... / ,r- (BREAI<-f'ORMED OR EXT )
FOR GABLED APPLICATION ~ '/ __ #8 x 9-16" S.M S. (3) PER PAoN
_ --~-;-->':I- ~ AND(1)ATPANRISE,R
~ /1 IJ-~~
L(!:1- 11 i \ !
:a x 91~6' S '~S '3: ""::R. PA.N '/' I \ PAN OR CC'~? ROOF PANEL
AND 1)A";"~A."lKISE~ -------' ,/ -' ,
/ L~ AL ,ER.NA TE CONNECTION
:a x 9/',6" SH.S. '3) PER PAN . #8 x 1.1/4' SC.~ENS (3) PEH PAN
ALONG PA.N 30TTCM -- INTO 3EAM THROUGH BOXED
END CF PAN AND HEADER.
RCOF PANEL TO BEAM DETAIL
~'o,.
'1
f'~
I I
/
l,
SUPPORTiNG 3EAM
(PE,R TABLES)
......:::0..
NOTE
SHEN FASTE.NING PA.."ElS OR PAo'lS TO
.v000 PL>-TE:S SCRE,."S SHALL HAVE A
MINiMUM EMBEDMENT OF '"
ROOF PANE,- (PER TABLES)
SECTIC:>; 7
"OR CCMPCSITE ROOFS:
#10 x (t + 'l2-j S.f~_S.. N!T1-1 '.1/4'
JIAMETE.R "ENDER \.....^SHERS
@ '2' O.C. (LENGTH = PANEL
THICK.'1ESS . ") @ ROOF BEARi.NG
ELE~ENT (SHOWN) AND 24' O.C. @
NON-8EARjNG E,-E~ENT (SIOE.YALLS)
-- FOR PAN ROOFS:
(3) EACH Ire x ~12' ,-ONG S.M.S
"'E:< ':. PANEL
ROOF PANEL TO BEAM FASTENING DETAIL
i 1) :;a x 1'2' 'N1Trl HEAD S_M.S. '
TC? CF EACH RISEH
~~ ~--
~;/. ~:/
~/ / ,"
(3) PE:;' ~OOF PA.N #8 x 318' _ \ -------.., / .
NI~S'DSMS.OC ,NTOBEAM X. ~
(3)FE.RROOFPAN#10x"WIT1-1 ~/\v
S oM S THROUGH ROOF PA.N AND BOX '
HEADE.R 0 C. INTO HOST STRUCTURE '
30X HEADER
BEAD OF CAULKiNG ALONG TOP CF
:lOX HEADE.q
ROC;: ?NI.
#~O x '.'12" WASHER HEAD S.M.S.
THROUGH 30X HSACER ~2" OC.
i.NTO HOST STRUCTURE
NOTES:
1 W1-;E.'< HOST STRUC-:lJRE IS '.\ASCSCi.Y
USE '/4" x ~-1I4" DRIVE PINS CR
',/4' x 2.1W T1-1UNDE.RBOLTS
2. FASTEN Ir'E EXISTING SUB.FASCiA
TO RAFRR TAILS FIRST WIIrl
#',0 x 3" S}AS.
PAN ROOF AND BOX HEADER
FLASHiNG 0.024 OR 26 GA GAl. V.
2"x 2"x 0.06" x BEAM DEPTH
+ 4" ATTACH ANGLE ,,... TO
FASCIA WlTH 2-3/8' L4.G
SCREWS AT EACH ANGLE
Mil'l.. 2:' x 3' ~ 0.050" S.M.8.
(4) #10 S.MS. AT EACH ANGLE
EACH SIDE
I
t
I
LJ
I
\
,.. = WIDTH REQUIRED FOR GUTTER
B = OVERHANG DiMENSION
I @
L':
I
i
BEA'A TO WALL CONNECTION: >"--- A -/
(2) 2:' x 2:' x 0.060" EXTERNAL Y MOUNTED ANGLES ATTACHED TO WOOD WALL WITH MINIMUM
(2) :JI8" x 2:' t.4.G SCREWS PER SIDE OR (2) 114' x 2.114" CONCRETE A.NCHORS TO CONCRETE OR
MASONRY WAlL ADD (1l ANCHOR PEH SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3'
(ALTERNATE) (1l 1.3/4' x 1.3/4' x ,.3/4' x 118' INTERNAL U.{:UP ATTACHED TO WOOD WALL WlT1-1
MIN. (3)3/8' x 2:' t.4.G SCREWS PER SIDE OR (J) 114' x 2.114" CONCRETE ANCHORS TO CONCRETE
OR MASONRY WALL ADO <') ANCHOR PER SIDE FOR EACH iNCH OR CONTI LEVERED BEA!"
DEPT1-1 LARGER THAN J'
o
NOTCH ANGLE OPTIONAl
RECEIVING CHANNa OVER BEAM
ANGLE PROVIDE 0_060" SPACER
AT RECENiNG CHANNEL ANCHOR
POINTS, (2) #1 a x 2.112" S.M.S.
AT RAFTER TAILS OR 2:' ON CENTER
MAX. WIT1-12:' x 6" sua FASCIA
MUST REMAIN FOR ANGLE
STRENGT1-1
2:' x 6" SELF MATING BEAM WlT1-1
(4) #10 SHEET METAL SCREWS AT
EACH ANGLE EACH SIDE
CANTILEVERED BEAM CONNECTION TO WALL AND FASCIA DETAIL
...J
-<
:J
r./)Z
~ -<
o ~
a Z
0:: S2 r./)
r./) r./) W
r./)W...J
:S 0 en
(J ~ ~
06 0:: i"-
...J:Jz
>-f-a
ZOi=
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0:: w
Z- ~ r./)
:ij ~
0:: :J
OZ
(/) ~
:J
...J
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D... :;) -
V') N
-~ ~
~ 8 ,w. ~
(1)f.,.<""
c~~;!:g
c~s::e:g
(1)~<(~~
co ... a '" ""
l!J:I:-~
.:>>-UJ;5
W~5~e
(1)~~l\:~
nl!J"'l!J"-
'wILUM..J
c<!: "'l!J
(1)\3)(1-
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:> UJ .
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ro-ci
-.J
6A
OF 6
if
f
/
12'
12" WIDE x VARIOUS HEIGHT RISER [INDUSTRY STANDARD] ROOF PANEL
Table 7.1.1: Allowable Spans for Industry Standard RlserPanels forVanous Loads
Aluminum Alloy 3105 K.14 or K.25
Tf74....-x"2(~'Olr~P.lneI5
-- Open Buirdings ::J1C10;,e1j BU11dln9s
--...Vin~APpl7ea--~Cond~tlo(l \Mn'a-~plred Ovem.lnq Landlbon
Re910n i lOJd -~01.:J~f".O~"t.:o--Y.!j---I-C;-.r-- Re910n Load -'..O\~~7:(;;-~:rr-,
,- \02 III i' H.~---lr---?:-"O-',-:~--.s-- r.;-+~~ =-~'O~~A p w--- 2r--r7~~~
'-,10V~' ;..r-- iO--=.7-~::?--"7':r:r-~-T.n"---i1C\fP~~r-.;.~~~,., ''j.1
"-QO lJ';5"~-2J--:'S-~ :.r:o.;-O--~;".;""---'20 M,~4'- r.~~5".-r-~.JT~
-'25V,?~2s---::,"T--:'S"~c~~V--~~2S1l;Tr;r:--4~'J ':4,. ".~1 I
-,4DV. ;:>.~J,---,.~.r:""'~~-:-.-;--".''''''''''40R;r-r-~,"" ,.J ,.',1 o.g
-r.1.'J"'":.:--n: .u,~i~~?anels
cpe-n 'Efuiidlr'lg5. c:J'c.o::.eQ OUlidtngs
-.~~ Applleo-- ove;;:;ang ~on Vlind--~ Applied O'/emang COf"dltlon
Region I Load ~O~~f":u.,.-.--t~Y.!j~.r.n- Region Load '-;O~E , .(J" T.nyr---r~~
lD,V;:>~T .J .,..:;--o:T--7....--;-.v.'clO<"~2~.. ,.'1 0 ., ,.J ,.9
~~lOM ~rr- -..,,\: -C) .... -,:~----~o-- "r-,j"~C';; '~O-y,~-J~--:.,...... ~.;---S-~-~,~..
-1~0"~,;n:1.~~r-!.r-:--):::-7~";'.r---'v.r ~2~~.~- -,rr---:;.;- ~~~~.-
"',5"V,,-;r-26 ,.,. '.0 i."--"::-~25"1i!.~,------z--.., '.'
laO,J.;:>;r-J'---,-:;r---,.,-;;.~.c-:-~O"'~W--!"., J.., ,.3 .~
-~T'"X~Jr~'Panels
vpen gu~g$ ::,,"clc:,sed BUlldlnr;s
~.('~APPlica'--~mangCo(\dltJon V.JIr"d I J.pp,jed ~Condltlon ,
Reg!on I load ~,y~~ro-~Y..J"--r..c"'----n"-- R.egi-o~ ' L::ad ~~c:. 1 ..::)' ~y~r,
-rC~'-.T,~,r-~6-::r-~~:-lCrl.~~-;--.~ ':-? j.a I ',C-4
,lo-ll'~2~~-.~";S--~~"';-llu-Y,~~~:.-: :"'i ?~1 j.J n~
':2o-".~'2J-~~-'J'-~-::r--~.:--,~.-;--l2o-'l,;J,H. 4' :.~"5"".----?- "~,. ~'I
12",,;r;::r--2r- ;-:;--~PC---:-.il- <-1'". '~,5"T.f~5 ,. - ' ,., .,~
-~-o'''-~Jr~~.''''---ar.~~JY,,,--r-~~ :,il 'Tr
...,-:1,.'-:'''X'"T""i""n-01~1''iSer ~
c;pen 8ulld/ngs c!,'lclcsed BUildings
,"lInd I Applied O\lert'.,ang r...ondluo() --;;:Vlnd ;'pp:lej Q'~'emang CondltJon 1
Region I Lead ~ry.~f'"~-T~Y~~ Region I Load ~u.c, 1 ~ 7.::r-:-T~r:
-'rz~~r----"\ I ''0..) ~-:l ~C.-;-'C"2-'J,~2~-? ::'.~'L ::. o.,J ;r:~.
""ll-O-V_~20 ~.S I r,~ - ~~~.'5""1-O-V-.P~Jr-~.-::;-:-~o:~ -iQ" i 11-5"
1"2,----r.T~2r-;_.S--.;..:O_.-~~:-.:__l2~.?,rl. 41 ~-: ~.' 0-2 ;j-J I
''25~~2~u c... -, 0':1 P1"'"'""125~.~'J :-',' 1-':1 ~r
140 <;r~J'---'.:r-:-5'".'--;-:;--~~4"1i!.~~~.= '.0 -o-.~
~2X12:"X'u:-D~ Pane,s
o-pen Buddlngs
---VJlnd I Applied U"emang COf1dltJo~ Nlnd Applre~
Reg:on ! Load~O\~~n~jr-Z:;~ )~1'"gion Load -----S-G\E '..Q
-';'C2~~7 -:,.:, 0,0 3-4, ~-o-~lO,,--V~2g--,:.::
110'J~2~.~3"C-~7-1~.T1l~J~.
12'5V.~2r--'-.~7.o--s'".~"~:;-,<ll1i!?ri. 41 ,.,
-"l2~,?X-:~" ,,, .i~ ~. '::"'.~2~l,~...
~~~J-r--'~'4 ':l':: ,4 ~~n1J'J',~'"5~~
=.reI 0:: se d OUII dings
Uvemang Cond(tlon
Z -0"
J'"~
Vo-j1w:J!
o"J :;j-"
~.i I 9-0 I
,.;
0-4
,.;
::,-;j
,.,
Tl"r2~2""X'-rr.vJ7-~Panels
open oUI!dlngs ::f1Cicsed B\.illdlngs
-~APPlled Q\lemang Cond,tJon ~Vlnd Applied u'.emang CO("ldltJon
Reg'o, : Load ';O'J~T.o~y~.r Reg,on 1 load ';U.rT~7~y.(l'!4'"q-.
-1C2'-'-l;rr:r;'~r--~.-5"'--W.' "., 'Z.T1C2~J,~2g-- " .;; 3,.,; ~-4 I 10""
~l~T,r,~2O---3'.~~~-:-~~~UV.~Jr-~~ o.~ ., ~.~T: ,O,~ i
~21'l7~2Y-~~~r1 ~~~ ''2lJ'll.?rl, 4' :," 0..1 .~~~"
'2"..r~~.2S---, -0 8-0 ~~l25-YY~:;.-: c,' ?,~ ~~:
140V~J~;r.s .' .'u n~~a.o~,"--W--56 .:--: .. I 'j-O
~.Q~e io~a! ''Xi: ~a;,~i Md1" = ':>err, M:tr- ~'-':s '.....'311 'M~,~ ::';.;S ~F.:"",If'-<;
, l
~j
f
12'
/
12" WIDE X 3" RISER INTERLOCKING [INDUSTRY STANDARD] ROOF PANEL
SEE ,NDIVIDUAl PA.'iEL SPECiFICATION (IN TABLES) FOR ALLOY A."D THICKNESS
Table 7.1.2: Allowable Spans for Industry Standard Riser Panels for Various Loads
Aluminum Alloy 3105 H.14 or H.25
I:r- x 12" 1 0,019" Riser Panels
Open Buildings
Nlnd i Applied' Ovemang Condition
lOdd NONE '..0.. 2'~'. )..0"
J ':..C. 1 '0-4-
.." i 11-8". 1 1Z-6..
Region
'02 '<I.P.ri. '
I ' 10 '<I.P.ri. i
: 1Z':l M.PX
i 125'<1 PX :
I 140 MPH.
11
ZO
2)
26
)2
9..T.
I '0".1 : ~ "'.'v"
~ ' S' . " ~ .
'~'.3n I ~::.5"
i ~a."'" i 1".10~', 1Z.~~"
'C' -5' ~ 1'-4"" ..:"...s .
;. ,f"
,('.n
3'..3n
S',' ;
'J.' ~ 12.,0.026'. Roser Panels
Open Buildings
OVH,-:H'1g CoccHtiof'l
1'~"1 2'.<J" r J'.q' ,~
.... 14'-6" I ; 5 .2" I ,.: ,~
Applied.
I Loa d I:N0NE
'7 I ~ 3'.' ~ .
i 'Z.~C"'! '2.11'" '3'.5"
zo
Z3
Z.
)Z
14'-2""
n.4"
~ Z' .g~
'" .g..
I .,',. i 1" ~ ':- . ~ . ~ 2' . i"
! ~i'.3" I '~'-5" 1~'.11"
: ":':-'2'" ! ; ':' -4'. : 10'.' ~ .
,; )" l 12" x O,O:3Z' Riser Panels
Optn Buildings
Wind \ Applied!
Region i load I NONE
i 102 M,P.H,) 17 '5-5" I '5~-"
i 110 M.P.ri. 1 ZO '4.2.. '4-4.
1Z':l M.PH. i 23
1 '25 M.P.H. i Z.
i 140 '<I.P.H. I )2
i6'...s"'
is"-5''
4-0..
14.'-4
i 'J,,'
Enclosed Buildings
i Applied! Qvemang Condition
Load I ~~O",;E i 1'-0" 2'~" J'-O" ( 4'.J.)"
29 ~.~,. 9'-4 !?';' ~}.n~l '2',2'.
35 13'--4. S'';;. 3'"1' '0"-3' I ',,-6"
4, :.fj.. 7.". S.fj. 9..9. ',1..'
45 _ 1., 8-4 9'-6' I ;C-.~C~"
140 M.P.H,! 56 3.-" 6",10' ;-'08 I S'.,~ I '8"-4"
Wind
Region
'OZ MPH. .
, 10 '<I.P.ri.
120 M.P.ri. ,
1 Z5 M. P. H.
\lflnd
I
Enclosed BuildIngs 1
----- _._..__.~
'~p~llrQ ~__ Ovema;-q ConcHtlo,,,, I'
load ',NO'lE I 1'.q' 2'-0.. )'~.. I .
Z9 .;.fj..,'C..O.. '1" ',:..J. I
lS ,.fj.. 9....'. , ',' S i
41 I ,..,'. g..z-
45 ;: .:.. 8..T
5. -.,3.., .,
.5.\".
".S
l'o.'C..
'Z."
Region
102 M.P.H. I
110 M.P.ri. I
120 M.P,H,
IZ5 M.P.H. ,
140 M.P.H.
e.fj.
4.~"
Enclosed Buildings
Wind I Applied: Ovemang Condition
Region Load i NONE! "~" i Z-o" I ).~..
102M.P.H,' 29 I ~':~r Ii n'.~,.,' ~2'-5' ~3.3'. I
",0M.P.H.1 35 1 .,c.g..1 '0..'1.11\".5. 12..;)"
'20 M.P.ri. I 41 I go.,," I '0..1. I 1C"-8". I ".( 1
125 M.P.H. I 45 I ;.S ;.-8". I '0"".3. 1'..2..
140 M.?ri., 56 1 e...;.. s..,. i g-4 1 .C.S.
~ -;'-8"
'1"-4"
4.~.'
IJ.3-
13.5 1
12'.g--
'2".5..
IS..;)"
15'-6""
Note: Total '"";01 carej w.ct'i = '"Com w'dt~ pl!,.;s wajl '......'Ott'1 ;ks :J'.emarog
Table 7.1.3; AJiowable Spans for Industry Standard Riser Panels for Various Loads
Aluminum Alloy 3105 H.28
p"Xl2"X1r.~~?anels
I c;pen Bl.Ji!dlngs Enclosed Buddlng$
I Wind I Applied I , ovema-ngCondttlon I WInO! Applied i ,Oyerhang n I Ion
Region I load m~-1rT~~": Reg,on I load .Cl~-<rT~r~
nOm,.:K--.n : '0.10 '0.'" I 14., I '5.1 i '5.'1 lO2li!.~,~.., ..., _ I
0l1lliT.~20 I '.., "'~.4 1;4., ,;,.. "1lliT.~-:l I' ,.... c., I
r2O"ll.~2J I 11-11 .~-~ I ~L-Q ! 34 ! '~-l QiiV.P.H.: 41 I:: '1:1-':1 '[j-:1
im1;{J>:11.)'~2 I ::"~'.1::;;~~S,' . 12n1~r--T'-o_ a, ;.,
~.~-:l2 I ..1 ,.._ : .11l. I "., "..~1if.~~., . I ,.
r~"Xl"2'XO:~ ane s
I CJpei1 SUlld.ngs
In pp Ie I ~Condltlon i \ In pp Ie I
Region . lO;d r:2.~_.i-_};~!.":WT::.Ojr-ll- Region load ClcmE 1
~2"1J:~ ! 0.. I '0 I '~-'3-! i,.~;)-r02li!~2~~.4: I
~.~O :'4.'1 11:;,~JTl:."~o.' !'6.\1 ,~'~-\t~1S I ',-3 !
,~.~2,,~~., I 15.' 1 15C:r-:12lrll.?H.: 41 '0.; I 1C.
1"l:n.l~,6 I .3.' Ir.T")lo-o I 144 ,',.J nn~.~5 ,.,]
~U,P<f;:>~-:l~.~~7~:J.TT'4~;rrr-;.-,." I ,.
:J"""Xl2-X'O","01T"~Panels
, open 8uudlngs ' ~ Buildings
I W\l1d I Applied i. ~Cond(tlon I Wlrid I' Applied I. -~G.:lndltlon I
i Reg,on load i'<m;~~"""T;~:T,~" i 4 -ll"i Regwn load ~O'JE I 1'-0" 1 ,,~~" 'I. ~:~..
1n2"1J:J>:11.T1/1lTlYT1T:TfT1 I.. o"tT7~orn.~~9Tl.. :J.a:: I '::': I :~.3 I :~::1 I :,.;~ 1
[1l1lliT~~;;~:;.r]1o:lT"i'7<>- i is.J .. "O~.~~7:; 'i.' I o.T 10." 14.,U 1
n2~Rl'Ki'rT'~~~S--.I3T'7'4"""7l2O'RPH. 1 4' I i~~: I ;:~: '~~:.2: ."~.!: 1 :S
h2mJ>:11.). 2~.~., 1"..1.-1 I,.;rr~2n11>"1{j45 I. .JI: I .:~: I ';-'3 :2~ i ;0.'
rTI~1i!~~~J'"~o.TT1:rJ3 1 144 1 b:J"7rulW~;r-7,..u I I..' 1 \.:.:l ,T-o,'-Z I
9-0
g.,,\
I'u .~
,-0
! ..~ 7. 1
:,':':.~I
I .,:r
"'...--:.
1'..,
~ote: 70131 'z:! ~a0ej Jo,C\",:: '::>om1tl'dU'''; ::)11..;5 ,^,al1 H"~'" ::-'~$ :~,a('l9
J
l
/..-------- 1200" ---.- ---.--,
INDUSTRY STANDARD CLEATED ROOF PANEL
Table 7.1.4: Allowable Spans for Industry Standard Cleated Panels for Various Loads
Aluminum Alloy 3105 H,14 or H.25
jl"-Ji4ll~:I l;,~ated Panels
I ope;:1Sull<hng$ I ~8t,.Illdlng$
~\nd I APPlle~. _ ~Conddjon I V\lifid 1 Appll~d Oveming Condition I
i Re';;ton Lo.ad r'fiJCiNCT.:oIT'~"""---J'.::o~. Region I Lo~d ~~~ I T~" J'-O~~"""'"
ltP'l~l~T..,...----...,--,~~T7',.r-lO!1;T!>~Zg ,.1 .... 8.1 ,.J 'C.,
\l~.PX-,o:"!""'--8'".r-~.>1T.r-11nl~l~5'.; ,." ~.TTl~:-
;~2~M.?~1~I:n-Q~r-~1l-1' . ",-.) 120~.i'-:R'I1' ,~-\, r;-~", 6.~ ,~.',~
l25">1JfR1' ,7:,-7.m:;--"."""~2:nl:.~,~~~~
14n:"M.P"m-)r-r--~i-O-:7':U--~;s-:11lr'M.'P~5ti i ,"I ' :l-Q ,e~ 1'\1", ':I""
~ .:3T,f""X1 r7lY"02rcrei1iO I" a ne I s.
open tJul!dll1g, i EnClosed 31..l11dlnQs
/."'1lnd I Applied i Q\lertlanq Cond'tlon ; \vtriO ,Applied, U.....ertliing C:ondltlot'l
Reg!ot'l i Loiid r""NG~r-r;o:7W-r~~~ Region i Load ~ 2'~" 3'.4.) .~
1~TM,?~~~c.{ i 11-1 ;.11 i 1~~2MJ'1~-.;---2~I.l1 ~," 3.)1 :11'.11 / "-.)
ll~~.'-~V."'--'-.."'---'O'" '.'.~ \""';;711~"'~J~7'.y---7.., 8.3 ., 1J.r",
"~'"""R:j"'J- nr- ,.r...", ',T-I1..n-l,cr1i!..'~--c.s--~n-._~~c-:>
,12:rV_~zr-T"3'"=~E.~r:r-':~.~l'2~.~~'~~n ,.oS 3"r~.
11~.?X-Jr---r.~-C--~7r-'t~T4~'P~~~." -;;., e.\', ':i,,~
,.J;-.illn--rr:lj~~r'inels
Open Buildings E;.nclo5ed aUtldH~gS
Wind I APPlied!. O.....erh.l.nq COnOltlon . ; V'/in~1 Appl;~d. O\lem.ang COn.dltJOI"l
I RegIOn . Load~~.-~~n-J.u-r..J:i"""-; Re-glon Load ~~c-T~~.:.o)'T~-
~~1'\T.~7 ';'",:, 11.,! 1',.1~ ;2,9 '~'fV.~'"2-r----g'"-, ~.'Q 'u..., ",~
ll'O"V,~20 iO..A: lV_' ~1.1 '~.ll l~IY1WT.~Js--I,-l!... cs.l I tj.l(; ~_1;:; 11."
~'2-o-\frs~Il'-----r-7:.a ~.'O '17-? ".~ '7='7"""-'~-n-o~.~.' '-Q 3,,,\ :f"~ 'C.,
~t3';{,~~--:-.~.1 ",-4 ~~"" ~2-' 125~,~~,2 .11 :l'~~
:nn-v~1'1~-a--.~~~J.~ ',',~ '4~,~~o" .~ 3'0 I 1~
"-.jote: To~al roof ~a(;e' .....c~r, :; ~om .....Oll" :>~$ ,...all .....0\1'< ~...s c..ert'ang
--.J
I
"
..J
~
:J
Z
~
Cf)~
w
0:: Z
=>~
1-Cf)Cf)
UWW
:JOa3
0::Cf)~
I-WI-
Cf) 0:: I'-
W=>z
~ I- 0
~~i=
LLO::U
Of-W
o Cf) Cf)
o~
~~
~
:J
..J
~
h
~
lL!~N
0... ~ ~
- 2: ...J
~ 8 u.. ~
Ch. <~
C~~G;;g
c~~,..:g
(l)i's<~:;;
CO...J 0 '" ,..
w ~ ~ ~~
'''':I:><
(l) :g~~
...J
UJ
....
68
OF
6
-' 1:
UJ f-
Z tl.
<: UJ
tl. 0
,
r
Ii
AlUMINUM SKiN
EPS CORE
SIDE PANEL CONNECT-
TIO'<S VARY '00 NOT
AFFECT PANEL SPANS)
SELECT PANEL DEPTH
FROM TABLES
/--------- - 43. --------/'
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
-1"'"T'..a.;rmr ?anel$
-- - ---"~31.jldln9$ ----~aul,dlr.gs--
-vlIr1a- APPl'i"e"C ---rrYe~:-:g'C.JiiOi~-;. Wiri~;eo- -~-angCOn~--
Reg'on Load ~~r-O~T~r-O---";J.O! Region Load ~~~~T.v-J~.u-
-'r~"'?cr-1~-',"~:-~T4-T:r1r1.\l"p~2r--~. 9-4 ,.... ':-:c
,~OV,~ 20 '"f:r-rr-.~7-~'"'J.r--lllj-V.~J~.3 O~ ~~
'2O'J~~2:r--'~~1J.~~~~r~12cr~.i"',H 4' -Q ~.r-".~" .
'2S-V,~~i.~~~:--':-., ',..4 "7~l25lV{.~S---~ ::::~ ':l"~ LJ"...
~V."X--jz--o:~n~".Q!1:r~~~.r-r--~--;--C-'C--"7".~~c:r
J~..a x ~.v:4""?anels
0Peii~ - enclosed t3ulldlf"gS.
-Y~.4ppjlej ~["o/"ldjtlon 1~pJled ~-Cond'tJon I
,Re~,on Load ,"01'.CjY-O---:-,~Y~.r-~ Re~Ion Load :",,0'<r;--T~7~~~
:'vlr,{.~7j1S:';S 113-3(','~", ';4., '5~1J!~-;:r;::r-:r9~~, 1,,].4 ,,'" ~""J ", I
11ijV,~~-o---'~j'l"7-~~j-r-'T-~1-cr1;.{,~j~-;-.~..o--'~-~7r:
-~"2t)V,?X-2J ":l 11-1 '~~Y<;T.--n~,p,H. 4' ;""--;---g'".,? ~-:l 1-C--.~
'25:l~2~~~~~"'!'.~251YT.?~S--O:l. ~.:. --;-:lj1'J-2 I 1"1.:
-,4l5'l.~r-7~9.~1 '",~ ":~:-.~.~5~~7., 0-4 '-J~ I'C,~~
-~ ,'( 0",'010 ...anels
op:en~~s trclosed 8ulld:ngs
--"l,l:l-;-na- .....ppi;ed Uvemang Condrbon I "VIi'i1a-Applled Ovemang Condition
Region Load ~~-e--T~7~~-n-1 Region Load ~cr~~~~ J..Q I 4:ur-.
,-c2"TJ,P-Y-~'---'-S--~ i:;-~'J ',;.~~~(-;--ltf"Y.~2~7.~~-r-~-~r
"'-'iYV ;>X--20--'4~-~,~,~-77111l1if~3s---'~~~.;"Tl'r-T"'
-'20'l~2~)~:r.a '..1' '4-...--.-s'-iT'1201if?Kl4,----,C.1 10.4 1;.11 11.": 12.11 I
'2~;rr:r-2~~P~..-4 ',<:., ~:>.\.., T2m.~S--:-';'"-e g.~", i7;:, 1':-4 ~2-,
~VI'"~J~-:~.~-~~~~;m1wf~5o__::e d.'~ ~~\..<> i~.~
'~ote
-:;tal r?Q! :a~l 't. "t"1 = rOCf""l ^":~~ ;)jl,..S 'Nail 'N'ct~ ;:;Iu$ c.ert'al">9
1:
~r
0.0,9' ALUMINUM COVER PAN OR
CONTINUOUS ALUMiNUM SHEET
(
#8 X 5/8' CORROSION RESISTIVE
WASHER HEADED SCREWS AT 24.
O.C. ALTERNATE #8 X 5/8. SMS
1"1/'12. DIAMETER WASHER.
~-- ------
-1"1
TiPICAL INSULATED PANEL
NOTES.
, INSTALL RIGID FOAM iNSUtATION iNTO AlUMINUM ROOF PAN.
2. COVER INSULA.TION WITH 0.0145' PROTECTOR PANEL WITH OVERLAPPING SEAMS.
3. INSULA. TION PANEL SHALL BE CLOSED WITH AlUMINUM END CAP TO SECURE PtACEMENT
A.ND TO DISCOURAGE THE NESTING OF WILDLIFE A....D OR INSECTS.
4. PROTECTOR PANEL WILL BE SECURED BY #8 x Si8' CORROSION RESISTIVE WASHER
HEADED SCREWS.
5. SCREW PATTERN Will BE '2. ON ALL PERiMETERS A....D 24' 0 C. FIELD 0... EACH PANEL.
S. ALUMINUM END CAP WILL BE ATTACHED NiTH (3) #8x~!2' CORROSION RESiSTIVE WASHER
HEADED SCREWS.
Table 7, .6: Allowable Spans for Industry Standard Composite Roof Panels for Various Loads
Aluminum Alloy 3,05 H.'4 or H.25 1.0 EPS Core DenSity !'oam
--.,.........~"Ol9" Panels
open BUI:dlngs -:-I":clo~o BUII~lI'v~s ~
i- "~lf'o--~~-Overhang .:onorr;on---wIr1Q -~pU~-0VCrF:lngLondltlon --I
I Re~Ion Load :NONE.-1'-if-2'~3'.()"--4'~ Reg,on ! Load -'Kl"'r;-T.u---7:0--:r:~.u--',
102~,P~~f~.~.;.~.~S".~?7"1C':ZV_?-:::r.-:--~~.;1 ~".1' ~.~n~
'10V_~2~n~~~.~ST1l~:~jr---';"';1 :!.'i ~'1-:,
'201l,P~2~7.~7-~7-o-Tr.~.~~_p H. " -q~'1.~~".I ~C'-~:J .. I
125"M,P~2r---rr:-4 ".0 ',-::--l7~~712:;>;f,~,rr.---:i:5--:- ~-~l.i -~~TJ~.~
"""M.~j~-::'-r-:-'C".5'i'~~~,l;:>X--SO-7.~~o'e 9"-9 ... I
~u,~:-4 r'ane!s
o-pen B..lldings E:iiCTOsea 8ulldlng~
,~~ApP!led ~c..ond!tlon ," f'd App\ eO Ovemang ConditIon I
Reg,on Load ....O...e-l'-<)~T-<)~Y.i).-4'~ Re~Ion Lead CJO'<e-T~7~)~-lT"-j
ln~-v~~~~v~or~741~r-v~~9 ~~ \" I '2~j:~
~O:.l,~2~.2 '': -' '~-~~:S---J-1TO""\T,~~0'"-~~-',' I 'i-:l '2.~1
'"201l,~"21~j-~~~-~.o---'"S"".~"2~,".H 41 :l ., '0.; iC_~ ~~-~
12SV_P~"2~~7-~:r-~'J"-~--;---125V_~S--'1-::> ;j-d 1l,;-..l ,,-~
~1l,~Jr--l"1-2 "-4 '1,'~7-~T.~~~9-~ d-d ~-4 1Q-4 ii-e
~~ ,'( ~Panels
open~dlngs Ef'closed 8Ulldll"tgS
Wind Appl;ed Overhang CondltJon .Vlna ; Appl1eo Overhang ConditIon
Reg,on Load .1<I0N-':-,'-<)..---,-- 2'.0, :r-il~.r--<r: Region Lead ,,0'<'r1'q--;-~~.u--',
~ll~"\l,Px--l~7-~(:l-Y-'r:.:--1-gr.o---'-;,":S--1n"2T,{.-;:rq--~1'. ~3.o ~,t;-2 '4 '0 ~
:-ll~,~2~~o.~b-~U 'I'~ :=:7--Tro-~.~-J~r--~2-? .~., 1] 471
n,ov.1'x--2J1'5'-~"'~'.TT1S"4-;-;-.~,OM.? H. 41 ,-r:," ','., ..,' ,.. '..22.~' ;, ,.,>:,J
n25"V.~"25 ',4-4 ~<:...r; ~4.~'J": fS";--~C:~iS-V:-~~." i~-' - -..J - ~
'~~J~7.-P--~Y-o ~4.3 ,,-~V~R~s.s---~.3 9.1~ ~C-~-~~
Note: -etal rocf pare....::;.... = r?Om......:-;~ Dl'..;$ ...al ....C".~, O':..S c.er-.ar-;
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