HomeMy WebLinkAbout98-8046
BUILDING PE,RMIT
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
804613
Date
/0 -rX.-o-??"
/1C).0-0
BUilDING
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Pmporty Own", Q,lAo.A_ ~,~.u;~ ~
Job Address: ...3f: Ii c.3.s- ~e E?.r 7 'f
Parcell.D. #
4L,~:dO;;;;3/-
Water Conn:
Water Meter:
T.I.F.'s:
Zoning: Energy Code:
Description of Work '~ ~,)
NO OCCUPANCY BEFORE C.O.
FINAL
C.O.
"
DATE
Complete Plans. Specifications and Fee Must Accompany Application,
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Inspector
P~'m;t F''i::t:- _/ ;;L ~ Ol X--
Signature ~ c...---
Company
Address
Telephone#
,tJ. tn.:J ..J-
6/. trlJA
Valuation or h
Contract Price )' 7 ;La. d-V
...-
City license Registration # ~ 'I 7' 0
State Certified license#
c('^^-~ ()jI~
BUilDING
ElECTRICAL
PLUMBING
MECHANICAL
Driveway
10/1/(9f {;b
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
Ftr.
Pre SlB
lintel
FRM.
Insul. Cl
Wl
SlB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
Final
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.
INSPECTION REQUEST
PERMIT # : B:J4rp
TYPE OF
INSPECTION: h/fJ1IL- -
DA TE REQUESTED: /J -/0 - ~
SIGNAT~~. C-~
INSPECTION REQUEST
PERMIT # :
Ao4to 13
TYPE OF
INSPECTION:
.---
-+-CC5Tc~
/ /0, V
DA TE REQUESTED: {D Z- t {~
I L
SIGNATURE: tr2=x: ~ ~
90}Jl
~vuu\. _.1-;)1- - 8~8 - Ie( I.i ()
APPLICATION FOR PERMIT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
DATE RECEIVED loll (; /9 f" .
I I
PLANS REVIEW FEE
OWNER' S NAME~* i-~U'VLf f-u,e/J
JOB ADDRESS 3S-5'2s' B~" <<-r ( LMc J....~ 7~-
PHONE 70-0 - 4Z~
~ ~(')(Ajl" 2 -h~ It ~ .
LEGAL DESCRIPTION: LOT(S)
BLOCK
SUBDIVISION
PARCEL ID #
(OBTAIN FROM PROPERTY TAX NOTICEl
[] SIGN
PROPOSED USE: ~GL FAMILY DWELLING
[] COMMERCIAL
W~DITION []ALTERATION [] REPAIR [] INSTALL
[]MOVE [] DEMOLISH
[]MULTI-FAMILY []# OF UNITS [] MOBILE HOME
[] INDUSTRIAL [] SWIMMING POOL []OTHER
WORK PROPSED: []NEW CONSTRUCTION
c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK VC(f'h( f?-~ -~t-hE"() - C~-n..,
BUILDING SIZE
SQUARE FOOTAGE
HEIGHT
RESIDENTIAL:
COMMERCIAL:
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
PERMITS REQUESTED
[] BUILDING
$
VALUATION OF TOTAL CONSTRUCTION
[] ELECTRICAL
AMP SERVICE
[] FLORIDA POWER
[] W.R.E.C.
[] PLUMBING
[] MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
[] GAS
[] ROOFING
[] SPECIALTY
[] OTHER
TYPE OF CONSTRUCTION: [] BLOCK
[] FRAME
[] STEEL
[] OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREA[] YES
[] NO
SIGNATURE
COMPANY V
STATE CERT OR REGIST # q.
CITY PROCESSING # ,..:;; Lf '()
BUILDER
******************************************************************
ELECTRICIAN
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
******************************************************************
PLUMBER
SIGNATURE
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
* * * * * * * * ** *,* * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * ******** ** * * * * ** * *** *
MECHANICAL
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
OTHER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
corWlTlONS OF' PERMIT A~~FllJAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this permit may be subject to "deed restrictions" which
may be more restrictive than City regulations. The undersigned assumes responsibility for
compliance 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
::~::~~~,RECORD AHD POST ~~~::~
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was acknowledged
Before me this _____day of 19
by
(name of person acknowledged)
C1ho is personally known to me, or
(name of person acknowledged)
[]who is personally known to me, or
"A,who has produced ~\() "-.\ \ S
\/ (type of identification)
and w~.j id ~did ~ t~e an oath.
\~ L--t ~U)
ature of person taking acknowledgement
'\
\
\ ~
[]who has produced
(type of identification)
and who []did DUd not take an oath
Signature of person taking acknowledgment
Name typed, printed or stamped
'~A. 1171 ~^W.
Fa '''.n
SEMINOLE FORl\Il40a
NOTICE OF COMMENCEJVra:"I\.IT ,
State 0' Florida 'PUPARE IN DUPLICATE' 111111111111111111111111111111I111111111111111111I
..} 98126986
County 0' I
The undersigned hereby informs 011 concerned thot hnllrovements will be mode to certoin rent property. and In Bcoordance
with section 713.13 of the Florldo Stntutes, the 'allowing In'ormotlon Is atated In thla NOTICE OF COMMENCEMENT.
Description of property ,,3~S8... ,fu'(.f ?~~, , ,. , ,La .7, ,74,. ... .. . . .. . . . ............ ....... ..........
...,.,... '...,....".,. Em~4P.... .fb.E,M ,;:,..,....,...:.."...",
Rcpt: 276699 Rec: 6.00
DS: 0.00 IT: 0.00
.,"",..............,.,',."".,......,...."."...,...,..,............,......,... 10/20/98 Dpty Clerk
General description of hH~en~s .."....... ~. . . . . , . . . . . . . . . . . . . . . . . . . . . . ' W~~}id~i~:CO 1 ~~~:~ ~~K
owne~~,~.. ,~.~.Ut:>~.., ,~.,',.."..,.......,;............,.............,.".............................,
Address ,3~~~,... .~.~~ J..., ~f!. .-:Y. ~.... ~C:..,), 4.... .l;:;;:~r. ~~. ..~~.~.,.......,...,
Owner's Interest In site 0' the inlprOVetnent , , , . . . . , . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . , . . , . . , , . . . , . . . , . . . . . . . . . . . . . . . . , . . . . . . .
Fee Simple Title holder (If other than owner)
NatHe .........., ,...,...., ,......,......,...,.."..,.......,...,.........,....".....,'....., ..........,.......................
Address .... '0' , . . . . ... . . . . . . , , . . . . . . , . , . . . . . , . . , , . . . , , . . . . . . . . . , . , . . . . , . . . . . . . . . . , . , , . , , . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .'
Contractor. ,. uCr. A-N", ,. :B.~~..~.~,.,..............,..............."..."...... .... .,..... ........... ....,. ....
,Address" .l3~, 2,~", kot:N, D.cL.". ~~ .P:[."" ,34~ ~.7...,..............................
Surety (if any) ..,..,"";",.................,.,.,..,.......,..,...........,.",......,.......".,..,.....................,.....
Address .,.,."............,"",.,.,.....,.",....,.,...,..,.......,....."..,..".,..,.,..., Atllount of bond $ . . . . , . . . . . . . . . .
Any person making a loan 'or the construction of the improvements:
NatHe ,..,."",. .., .'... ,.. ...,..." .,.......,.." ,., '" .,'., .,...,..,....", ,...., '.. ,..." ...,....,...,........................
Address ".....,.",..,..... .".,.,.".,.,',..,.,",.",...,.......,......,............"".,.,.......................,........
Person within the State of Flmida designated by owner upon whom notices or other documents may be served:
NatHe .".. ,....,. '....., .... ,.,.., ,." ',.......,..."...................,......."..,."...., ,.,...,..............,............
Address ,..,.,.,..,.,.,..,..,..,..,....,...,...,',."....,..",....,..,...,..."".,.".""......"..........,.................
In addition to himself. owner designates the following person to receive a copy of the lienor's Notice 8S provided in Section
713.13 (1) (h). Florida Statutes. (Fill in nt Owner's option).
Name
............... ,..-................. ..._.....-.................... 0.0.................................. ....0. .... ........... ..0...
Address ',..""""..,..... ',' , . . , , , . . . . . . . . . . , , , . . , , . . . , . . , . , . . . . . , , , . , . . . , , . . . . . , . , . , , , . . . , . , , . .. . , . , , , . , . . " . ,.. , . , . . , .... . , .
TIllS SPACE FOR RECORDER'S USE ONLY ., ,~". v..~".........
Owner '
Sworn to Rnd subscribed before me this... (?c;:7."':~~~~.......".,...
CYNTHIA C. GUEST
,.. MY COMMISSION' CC 830617
W ElCPIfES: MIn:h 17. 2!101
'oP.f... lIlIndIcIlbru IID'-Y PIMc lltldIIwrntn
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.John Curran
ALUMINUM & MOBILE SET-UP
13626 Arden Drive
Hudson,FL 34667
(727) 868-1460
Licence Numbers: LA07634-00004444
JOB NAME/LOCATION
DATE OF ORDER
NAME:
ADDRESS:
2-~1
L-o-r-
QTY.
DESCRIPTION
AMOUNT
If}.. 11
~.
t.J. k /1.411... .
TOTAL goo ~ ~
.j
3- V2" SlAB ON GN.DE
OR RAISED FOOTt-lG
~~
I
saECT EDGE BEAM TABLE 1
LW
FOO MAX.
~
l.ENG111
l' lt 'r
V MlES NO MAX. (ELEV. SlAB OR ON QVoDE)
TYf"IC.lL ClJ.SS F\OOIoA wmt S<<.D~. TYf"IC.lL FRONT VFN FRM'I'-lG
. <l-EGiT C* \.I'flGfT IS t.EASU'lEO F'AOM TOP C* fa pure TO BOTTOI.l C* wm BVJ.O
fJ..~re ~ AT
FASOA moWED
SEE SECllOH 7 FOA DET AU
L01D wtl111
FOO ROOF PA.'B.S
S<<.D ~
,,1 LW-1
1.\ P/2 -t- P/2
-1
O.H.
SIZE BEAM AHJ CCt.lJ,M
~ TAaES
V ARES
p . PflO..ECTlON rnot.f BlDG.
LW . L01D WD111
L P VARES -l
TYPICAL SCREEN I GlASS ROOM
NOTES: ~ l' x 'r OPEN BACK EXTRISl()N WITH 1/4.>:2-1/4. CQlCfETC
FMrae:\ w.xJ.U..c CR z.(f ON (;a{TCR AHJ WlTai 6" C* lE'f<<iHT
~ l' x 'Z' TO WAll. WITH 2-V'r t10 Sl-EET loETAl $CREWS WITH
W.A.SaJ\S 'Z. (f ON CCNT'Eft ANCHOR BeAM AHJ COl.lJ.f'4 NTUlfoW..l y
OR WTH ANCHOA ct.P3 AHJ t10 $CREWS AHJ W Ast-EFIS.
IRN.U su.a THCK1'ESS FOO su.a ON GN.DE IS 3- V'r CONC<'lETC.
SELECT fRCM' W AU.. BEAM F'AOM T ABl.E USU3 L.J..FlCieR . A' VAlLE CR
P12 OR P12 . O.H.
"P" IS a..v.R OOT Na. FROIo4 HOST STfll.JCT\..FE TO FRONT W All. BEAM.
SPANS ~ TABlES
S<<.D ~
srnucTUW.. OR PAN
1-i'*
* . lE'f<<iHT f-ElGHTS
TYPICAL F1.A T ROOF ENClOSURE
S<<.D COvt;R
EDGE BeAM
=--->k
~ WD111 . -'t
EDGE ElEAlol SP AN ~
RQlJGi 0PeiNQ
'Ml1i NO I-E.ADER ~
2:x2:
V AAE3
-'I<
SOlD ROOF
~
:r
WHXJW ~ CAN ATT AQl
DFEC11. V TO I-E.ADER
1
GLASS WHXJW NST AI.lB) ~
w.tU AC1'\R:RS SPECIlCA TlONS
~
~.l FI'VJ,Hl OA Al.l.Wl.N
COVER SYSTEM Sl-EEfflG 80111 SDES
ANCHOR WITH '8 x V2: Sl-EET loET Al
Al.lJ,.Ifu.. sa:ETt-lQ OR Vtffl.
~
E)JSTN]
STfLlCT1..fE
GlASS ROOM WALL SECTION
Io4NM.U 2: x 2: x 0.04-4.
CTYf"ICAL)
Sl-fiTN3 I.4NM.U Qt.E SDE
su.a 3-V2" ~
(sa: DET.&..U
TYPICAL ELEV A TlON GLASS ROOM WALL
'H'
TYPICAL GABLE ROOF ENClOSURE
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Wf'ld Load to Snow Load Converslon Table
50 Yr. Snow Load Snow Whd Load I ~ Type
5 . 25 '~Ft. 3 - 15 t~ Ft. ~ L4.P.H.: Opon ~
26 . 30 t/Sq. Ft. 15. f1 t/Sq. Ft. 100 I.I.P.H.: Open ~
31 . 35 ,~ Ft. f1. 1Q t/Sq. Ft. 120 L4.P.H.: Opon ~
34 - 00 '(Sq. Ft >>- 34 '~Ft. ro I.I.P.H.: EndoHd flu1c*'ll
e1 - TO ,~ Ft. 34, 3a ,~ Ft. 120 I.I.P.H.: ~ ati'lg
~ roof Of ...... lllOlrt><<. from awroor'.at. ...rd Io&d tatAoa.
~~~
....~~T
+J ~ ~
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Q) <!'o,
m o~~
W~~~~
giil~
t:!d
6~
n-e CESI(JojS AHJ SPANS SHOWN ON 11-E~
OAAWNGS Af€ BASEl) ON 1lE LON> ~
FOA n-e F<llOWOO C<<lE3:
1) ST NVN'O' Bt.Ult-lQ cooe ~1 o-w>TER 15
~ SS10 >>-~
2) aocA NA roNAL. B\A..Dt-lQ cooe '003
3) TEXAS DB' ARTloI:XT C* NSI..IWa
JOB NAJ,E:
ADClfESS:
1
OAA wt<<J FOA a€ PEfUT cu. y
Of=
7
EDGe BEMf
l' lC 'Z' x 0.0.<<" OPEN BACl< A TT ACl-al
TO F1'lCffi' POST WI11i .10 x 2' a.M.s. MAX.
~ F'RClM EACH P'.fU4 An) 2." O.c.
F1'lCffi' W AU.. P'.fU4
COI.f>OSf1C ~ p#aS:
(4) 11." x ." LAG OC(. TS 'MTH
WI11i 1-11." FEKlER WASERS
PER .'-0" PNB. Aa=tOSS TH:
F1'lCffi' NV 24. C.c. AlONG
SI:lES CW,l.U<- ON)
2' x 2' ~ :r x 3" HOU..OW
sa: Sf' AN TABLE f-EADER
~ RA1. An) IQO( f'l..A TE
'Z' lC 2" Jl 0.0.<<. HOUOW RAL
POST ATTACl-al TO eoTTOM WITH
WI11i l.fl. (2) .10 .lC ,. 112' SMS.
N S{;PEW BOSSCS
EXlSTtKl SLAB MAY ee USCD F N
00<:0 ~ An) APPROVED
BY TIE ~ 0fflCW.
(1) ..... n 112' x 3-112' KBl-oc(' TS
Af'PAO\IED fOR 6eU LFlFT WITH
sm. PU TE:D CUT STEEl. WA~
(1) 31~ 80L T fOR 3" POST
(2) 31~ OC(. T5 fOR 3" x ." POST
o
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TYPICAL CORNER DETAIL
I
r-
f
1-1
. .
TYPICAL I.JPR1GKT DETAIL
SU WALL f-EADER A TT ACl-al TO
l' JC 2' JC 0.0<<" OPEN BACl< wmi
"*l. (2}.1O x 1-W,a.M.s.
ANCHOR l' x 'Z' xO.o.<<" PlATE
TO CONCflETE wmi 11." x 2-112'
OONC?ETE ANQiOAS ~ ~ C>>'
EACH S[)E ~ EACH POST An) 2."
a.c. MAX.
S[)E WALL F'\..R.NS ATTACl-al TO
l' JC 2" x 0.0<<" OPel BACl< wmi
"*l. (2) .10 .lC 1- W s.M.s. N
SCflEW 8O$SES
S[)E WALL F'\..R.NS A TT ACl-al TO
l' x 'Z' x 0.0<<" OPel BACl< wmi
p,fi (2) '10 .lC ,. VZ' s.M.s. N
SCflEW 8O$SES
"*l. 3-1I'Z' SLAS 2500 PSI CONe.
6x6-lOxlO W,WM. ~ fElER t.ESH
fRONT 1JCJ S[)E BOTTQ.t RAL5
ATTAOED TO ~ WITH
11." x 2-114" MASOt.RY QUCl( SET
A T ~ F'RClM EACH POST An)
24" C<< CENTER MAX. IHJ WALLS
A l.fl. l' F'RClM EDGE ~ ~
'"
/.
fE.l.OER BEAM
(2) .10 .lC l' sreT f.ET Al sa€W
MO SCREW SlOTS
l' x 2' EXmUSlON
,. 118" "*l. N CONO=lETE
VAPOR BAffiER ~ ~
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HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DET AL
'Z' x 'Z' 00 1:' x 3" ~ 'Z' ~ POST
P$SER P #as:
(3) '8 lC 1I'Z' S.M.s. PER t2" P AhE1.
ANCHOR l' x 1:' lC O.e<<" PlATE
TO ~ WITH 114" x 2-112"
CONCflETE ANCHOAS ~ ~ ~
EAOi S[)E ~ EACH POST AT 24'
C.c. MAX. OR ~ ANCLe AT
24" O.c. MAX.
f-EADER A TT ACH:D TO POST wrTH
tnl. (2) .10 x 1- V2" s.M.s. N SCPEW
BOSSES
...... 3- 111:' SLAS 2WO PSI CONe.
6x6-lOxlO W.WM. 00 fElER t.ESH
1:' x 2'. 1:' x 3" OR 3" x 2' HOU..OW
SEE Sf' ffl TABlES
~--~~
o 0
(4) .10 x 112' S.M.s. EACH SI)E
~ POST
t-E.ADER BEAM
o 0 ~ f+-BAR 00 GUSSET PlATE
'.
2' x 'Z' lC 118" ANCl..E EAOi sve
ATTACH TO POST An) caOlETE
AT LOAD 6EARNG WALL WITH
(2) .10 .lC 1/2' S.M.S. EACH SU
~ ~ li
..;~:.
..... ~ ~
~~~~~
(I) <I-,.:.
aJ c~~
uj~~-~
Ji~l~
3~d
"'a~
-l
l' x 'Z' EXTRUSION
1- 1/8" ...... N CONO=lETE
VAPOR BAffiER
SELF-MATtiG POST TO BASE AND SELF.MATING POST TO BEAM DETAIL
FOO SNAP ~ Q-V.R RAL
A TT ACH:D TO POST WITH "*l. (2)
.10 x "1/1:' S.M.$. N SCfEW BOSSES
1'xXxO.O<<" OPel BACl< BOTTOt.t RAL
114" X 2-114" MASOt.RY ANCl-lOfI -' ,-
F'RClM EACH POST An) 2." O.CO MAX.
2
OF
#8 x 112" . 24. 0.0. (3 Pm PAtH.)
o
00' MAX.
2" x 8' s.M.B. ~
o
o
>C
C'\j
,AJ. lUlNA T1VC BEAM Sl...F'POOT
~ Q-l.l.'Ia 8 fax 112'
TO SlU) 8 fax 112" TO BEAM
'8 x 112" (3 PEl'l PAtH.)
2x ~BEAM
BEAM SLPf"O'lT
sn.os TYPiCAl...
,. ,. >C
C'\j -
,.
C'\j
FRAMING DET AJLS
l1-E STflJC1UW. AOCXTlONS AS SHOWN N 1ltS ~
PAexAGE W'E DESIGtB) TO BE t.W'lRED TO A IoWUACl'UlB)
HOI.E ST'Fl...IC1UE l1-E PER SU'f'OOT SYSTUof FOT nE
IoWUACn.R:O HOI.E l.tfT AS REFERENCED BY TIE Wo/
FU...E "6C-2.00n 1H) nE NATlOtW. IMtU'ACl1..FEO HQl.)$l'~
CCNSTRUCTlON 1H) SAFETY ST A.'CAPOS ACT ~^80.308 IS
ADEOOATE TO IWnE l1-E ADOOlCtW. STa..IC11P.AI. LOAD
TRANSMTTEO TO TI-E lM.'U'ACn.R:O fUE STAUC11.RE BY
l1-E STRUC1UW.. ADOmCiti
l1-E PAN SPANS SHOWN W'E CAl...ClUTED ON l1-E W~T
CASE LOAD Cf' WW l.f'lI'T 00 20 , I SQ. FT, UVE LOAD
1-112' X 1-112" X 0.080" ANQE
EAOi SCE Cf' ~
BEAM 'MTH SO'lEW3 AS SHOWN
~ BEAM
sa: TABlE 3
1-112' X 1-112" X 0.080" ANQE
EAOi SCE Cf' COtH:CTm BEAM
'MTH SO'lEW3 AS SHOWN
@
@
@
@
@
@
l
~
.-
~
~
f'flJ,V,RY BEAM
sa: TABlE 1008
1R'&.u.t t8 s.M.s, X 3/.. LONG
~ RE<:lLFa) EQUAl. TO
BEAM DEPni N NOES
NOTE: ~ 'MTH NTUlNAL SCfEW BOSSES
1M '( BE <XHECTEl) 'MTH (2) '10 X 1-112"
fot'TUfW..1. Y
CARRER BEAM TO BEAM CON'JECTION
............ '8 s.M.s, X 3/.' LONG
I'Ud3ER ~ EQUAl. TO &AM DEPTH
NOTE: EXTHl..lSlONS WITH ~ SCfEW BOSSES
1M Y BE COtH:CTED WITH (.2J t10 X 1- V2"
NTC:flNA4. Y
~y BEAM
sa: TABlE 1 00 8
-I
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.-
~
i!:
~
CARRIER BEAM TO WALL CONNECTION
CI)
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f'Ol...flED CONCRETE FlEFER TO TABlE 2.4
POST N CONCRETE '4 BAA t2" LONG
l)
~ClWfa
~
<.' '>
L.',./~L.
ISOLA TED FOOTING
INTERNAL OR EXTERNAL RECEIViNG CHANNEL
'r x 'r x 0.063" ~S
~ x ~ POST ~ SO-TED
TO ANQiOA PSSffi
2-3/4" x 2-3/4" x 2-V'r LONG
V8" lUlU)
WElDED COtfo.ECTlON
F AST9I pffi TABlE 2.5<0
t2" x t2" x V4" PlATE
. ~
BASE ANCHOR CONNECTOR
FOR POST TO SLAB CONNECTlON
INTERNAL OR EXTERNAL ANGLE CLIPS
---------
AU..tRUA lUlE COlI..Ml
EXTIlLOED ALl.t.Wu.4 BAse OR 8flEAK
F~ ~CLP
CCfflOSlON RESlSTlVE STEEl.. nro
SO- T PER SCl-HlU..E
I
~
L
CONCRETE ANQiOAS pffi SCl-HlU..E
d
CONCRETE Sl.Jo.8 OR FOOTtlG
~
~
r-
1
18"
TUBE COLUMN BASE SCHEMA TIC
INTERNAL BASE
0P110NAl. CONCRETE c.o.s> BlOCl< OR BlOCl<
('0 '4 BAA AT CO'NJlS AH) '(]-(;1' O,c. Fll
CEllS AH) I<NOQ( OUT BlOCl< Ta> COU'lSe
WIlli 3000 PSI PEA ROO< CONCflETE
DECK OR ~ LEVEl..
RI380N FOOTNG OR t.lONOI.ffiIC
F I.lONOU1HC su.a IS USED SEE NOTES
Of' DErALS ea.OW
ANCHOR AL~ FRME TO WALl. OR
SlA8 'MT1-t V4" x 2-V'r MASOt-RY ANQiOA
wmIN 8" Of' POST AH) 24" O.c. MAXM..N
('0 t4 BAR CCMHJOlJS
8" x 8" x 18" BlOCl< WALl. o.wc. 321
(2J 14 BAAS I.9t 2- V'r OFF 0'l0l.N)
KNEE WALL FOOTING FOR SCREENED ENCLOSURES
't' . T1-ICIQESS OR REQl.J18) POST
Ta> Of' ~
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J ..,
~
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r-
:r x ~ POST pffi TABlE
M b. 2500 pal CONCRETE PAE-l.<<X
RAJSED PATIO FOOTING
3/8" x 3- V2" BOt. T
(?J 'r x 'r x 't' ANa..r. OR (1) ~Cl-IAN'B.. x 't'
3' x ~ BASE
1
NOTE: A TT A(>>.ENT DET ALS SHO~ REQI..R! DlAOO'W.
BRACH3 FOR FFeST AN;lUl COVERS
PORCH POST CONNECTION
ALUMINUM CONVENTlONAL CONSTRUCTION
'Z- (;1' t.9t
BUOAE SlOPE
f 1 3-V'r
~-----
I I I I I" '
',""-'.,',~,~~
I . I I ! I I ,i::::5ii I I
, '
I
TYPE I
FUT SlOPE I NO FOOTtlG
O-'l:'I'Z'
(1) '5 BAA CQNT,
I '
"..-----
TYPE I
I.!()OfJ>.A TE SlOPE FOOTtlG
'rr:r - 1'-11)"
~.
STEE? SlOPE FOOTm
. 1'-11)"
~l()TES: 1. NO FOOTtlG REOLI'E) EXca>1' ~ ACat:SSU3 EROSION l.N1L nE ROQ.C
EXcaDS'tf-(;1'. ROOMS 0AEATf;R THAN 'tf-(;1' use ~ I FOOmG.
2. FOOTN3S SHAU. BE l.IH 2.SOO PSI CONCflETE 'MT1-t 6x6-lOxl:l W8..DED W'FE I.ESH
OR ~ t.ESH MAYBE USED N LE1J Of' l.E.SH.
3. F LOCAl 81...1..J::t-jQ C<<lES ~ A l.II-N...M FOOTtlG use ~ I FOOTtlG OR
FOOTtlG SECTION REc.u:>.EO BY LOCAl CODe. LOCAl CODe OO~
SLAB DET ALS ADDRESS~ EROSION
PAD FOOTING
~,~
. . '
. , .,
j 8" J..-4<
AL~ STaJCT\.FE FOOTm
2500 PSI CONCRETE WIlli (1) '5 BAA CQNT,
td'N.J.t 2. V2" OFF 0'l0l.N)
RBBON FOOTING TYPE I
~-{
. .
.".'~. Co
." :"-".
J-t2"--J,
AlI.MUol STf4JC1UE FOOTtlG
2500 PSI ro<<:a:TE WITli (3) .3 BAA COOT.
td'N.J.t 2-V2" OFF OOOLtD
RBBON FooT~G TYPE I
ALl..t4'u.4 A TT Aa-t.ENT
3- V2" CONCflETE SLAB 6 x 6 . 10 x 10 waoeo
W'FE t.ESH OR ~ t.ESH CON<::R:TE
~ V APOA BAI'F:ER \KlER su.as
H,4,VUl STRUCTUES ABOVE
'NB..J.. COld' ACTE> CL.EAN Fll OVER SACflFlCCD
SA TUW. SOl. 901> REU TlVE DENSITY
CONCflETE fl.LE!) BlOCl< STE.'.t WALl.
8" x 8" x 16" c.M.U
8" x t2" CONCRETE FOOrnG WIlli (1) .5 C(MNJ()US
LOCATE ON 1..KlISTUl8ED NA nEW.. SOl.
(1) IS VEROCAL BAA AT COFH:RS #D '(]-(;1' O.c.
GAL V, lET AI.. STRAP (14 GA. x r)
8" x 8" x 18" CONCRETE BlOCl<
8" x 24" x 24" f'Ol...flED CONCRETE PAD
(2J IS BAAS (18" LONG) EAQi WAY
CONCflETE f'Ol...flED caLS WIlli #5 BAR
(SAKflETE READY l.<<X wi ~ vaJ
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Table 1: Allowable Beam Spans" Hollow Extrusions for Screen
and/or Vinyl [Open] Rooms with Solid Roofs
Aluminum Alloy 6063 T-6
r-~ Lone = 10ZMr'H I "OMr'H I 'ZOMr'H 'Z~r'H I '4ln;\~
"PPI,ea Loa" = II~~.... zfl~q..... ZJ '11>q. .... <5 .~ .... J2'T~~
Loaa ""om 1."11"0,044'
5' (:;'-4' ~-1U' ,.., '-Z 4'~"
5' ~'lU ~-4 ~-'J" 4~" 4.J
~-~ 4. 4~" 4-4' J'-1'
.' 5'.<J' 4'~' 4'-4- 4' J'~"
11~ 4 .. 4,~' 4'.'" J',1()' J'..,
.., 4 -Z J'lU J~ :r:;-----
,,' 4-4 J. J-<O J-o' J'-z"
H' 4 - :r:3' J.., J-4 z'., ,..
Load \^/jdtll Z' l ~ ll""Tilftleam Q( I." l 3"Ko,o ,0-
5' IF-9 !!,"-'J" '.., 1- b-4
5' .11 -4 b.1U b'~ ~'lU
T 1-4 5.3" 5'-4" ,. ~'-4"
S' 0"" 0-4' ~'1 ' ~- ~-'J"
.' I).." ~- >-1 ~-J" 4 ,_
lU' a-z 5'-ij" ~'-4' 4'." 4-0'
'" ~'lU" ~ .~' ~. 4'-_" 4-J'
,-" ~- ~ 'Z 4.1U 4- 4.
Loaa mom Z' l J . 0',0 r 0"
5' 1(1.~" .'-1' ~'.1 " ~'-~" -f'
5' ..., !f:9 ~-Z' 1-<0' b'
I IF-. 0'" 1'-0' 1'-" o'-~'
S' 0',[ 1- !!'"~.. ~.
.' '. 1 .z b-<O a-J ,-<0
10 -4 5'-3" 0'-4' 5'." 5'-4'
b," b " b-'J' ~-<O" , .
,-" 0-<0 I),z ,.. ,-, 4.1"
Loaa mom I.' l4' . o,ll 0" Tilt Beam Q( Z- . 4"lll:ll '0'
5' ltr-ij- ..'U" .'-1.' 0'-1 ,.'
lj' gr~'" 0.11 0-4 I -W"
I' O. 1 8'-J' -.' -J' 0.1
. 0-' 1-. -J a-1U 0'-1'
." "" 1-4 b'lU' b-5' ,-.
IV .., 0-1, 0.., 0- ~:;.-
'Z' 0- a.z" ,.1U
I. o'.lU" 0'-4" 5. 5'= 5 .-()'
Ex ample:
Fo< 2".2".0044" EArus,on beam span IS distance between opr'ghts: to
anter table roof panel prole<;lJon of , 4' -<)" find load w.cth:
L,W . 14'/2 + Z Or!, = '1 Enter table on left ul1<ler load w,dlh,
Load Wdlh = '1-<)" and read span unOer appropnate load:
U..... Load @ 17 *1 Sq,Ft I '02 MP,H, Load Beam Span = 4 .~
Note:
Tables assume extruSK>(". onented Wltn longer eldJ'U$10n dimenSion parallel to applied load
Table 4: Allowable Post/Upright Heights for Screen, Vinyl and Glass
Rooms, Hollow, Snap and Self-Mating Extrusions
A1vminum Alloy 6063 T-6
truslons
oa 1 :2 OStJ pnght pacing
Hallow Se ctiont
Table 2:
Allowable Beam Spans - Self-Mating Extrusions for
Screen and/or Vinyl [Open] Rooms with Solid Roof
Aluminum Alloy 6063 T-6
mna I.one = 10' Mr'H 11 V M r'H 'ZU M r'H I 11.) Mr't1 I 14V Mr'H
Applie d Load = 17 */Sq., Ft. 20 */Sq, Ft. 23 */Sq. Ft. 26 */Sq, Ft. I J2 #ISq, Ft.
Loaa matn ,. x 4" x o,05~ll
~' lJ'. 1~ 'lU -J" lU'.~-
6' '2'.3" , ".9" 10'.,," 10'.3" 9'-3"
, 1'-.- 10'.10' 10'." 9'-0 ~.
.' -'J" lU..I.' .'-0' ~'. 8',0"
g' 10'.5- 9'.l" 8'.\1- 8'.5- r-l"
'0' ~ "lU .. 8'-0 ." 1"1.'
" .',5' 8'-0- 8'." , -I' o .1U'
12' 8'.,,- 8'.3" 7'.9" 7'.3'" 0',7"
Load Wldlh i'~l.""l~ 55'Xll:12v
)' I ~'.1" lor~- '5-1' 14',~' I J-Z
6' 16''<;- 15'-3" 14'.3- 13'-4- 12'.,"
I ~-4 14'. lJ'-~ lZ" 11'.2"
S' 14'-4" 13'-1." lZ-4 ,,'-1' lU'-5"
g' 13''<;" 12'-5- , 1'-1' 10'-, ,- g'.tO"
lU' IZ'.1U- 1"IU" 1'-()' lU'-4 ."-4'
11' lZ -J 11 -J ,0""-0 ..11 ~ '11
12 , "-8" 10' -3. 10'.,- 9'-5- . 8''<;
Load Width 2" . 7" . 0, 16~
)' ~ .Z- 19'.., 10'-~' 11'., 1~-'.
6 19'-4 17 .10" 16'-1- 15'-8" 14'.'-
11'11 10.., " ., ".., lJ.,-
S' 10'-9- ,,'-5' 14'.5' I J'-o 1 Z-~-
g' 15'-9" 14'- . 13'-7" 12',9" " '.<;"
lV ,4. 1 lJ -, U lZ .,u lZ .1 10'. "
'" 14'.J" lJ'.Z' 'I.'-J' lU'.~
12 , 3'-8" 12'.{" \1',9 11'.," 9'.,,"
Laaa >'Vlotn Yl8 . 0, rz' '~/H"
~' Z I .11 <~ . ~4 . ZZ -<0 <u -,-
6 25'- " 23'. " 21 ',"" 20'-8" 18'.7"
~J'" ~,. <U-4 1.,Z 1/,-J-
S' 1.1."1." I.U'- ,~ -v .", '0 -,
g' 20'.10" 19'.3" 17'-' 1" 1S',10' 15'-2"
10 ,~ .1U 10 -J -v '0,0" '4,~"
11' 1~'lU" 11 -, lb-J " -J 1 J .3-
'2' 18'.1" 16'-8" 15''<;'' 14'-7" , 3'.2"
Loa" WIOlh ""-"...-0-: In...-o-:U4-
. J '1 <0 -<0 '2ll"=~ Z' '1 U'~-
6' 28'-4" 26'.2" 24'-5" 22'-\1- 20' -8"
r "b-J' <4.J- U-I Z' -J 1. 'Z
S' 24'-7 U-<O <1 . ,. .10" 11'.
S' 23'-2" I. 1'-4" 19'.,," \8'.9 i6'.1'"
lU' Z1, <U'-J' I ~, '. 10 -U
," '21)'.1'" 1 .'-4" 10 -v 10' ,. 15 -J
12' ,0'.," 18''<; 1 '-J" 1S'-3 '4'-7"
< -
. Mnimum chait ra~ .p.ci,,~ i. 6'-6" a,e. Thu. with cha;, rail @ r.6" the maximum wall heillht
witho..t additionaj chair rail is 9..2-,
Not..:
Glass Rooms, n,e addrtlOn of alumonum frame ...nd~...th glass pa".,s Ihat are desrgned 10 110 M.PK
Mf\d load reqwemenls 10 lI'''' abe,e uptIght SiZeS <1O'eases Ihe strenglh so that add,tlOnal framong 1$ not
if)qu"'&d
Usong saeen panel...olhW' (See typoc:al giass room dra...ng ), seled upnghC reqwed from the
malQt11\Jm heoghl allo.....d for each eJdtuslQ(l
Table 3: Allowable Spans For CARRIER Beams in a Solid Roof, OPEN Structures
(102 MPH Wind Zone. Applied Load = 17 Ibs/sq, ft.) Aluminum Alloy 6063 T-6
Wind Zone Conversion: Table is constructed for 102 mph wind zone, open structure (17lbs/sqft). to convert
tabular value to higher (more severe) wind zones, multiply by the factors in the following Conversion Table:
Table 5:
Allowable Loads On Screws And Bolts
(As Recommended 8y Manufacturers)
p ,e
Load
Self.Tapping and Machine Screws Allowable Loads Tensile
Strength 55,000 psi; Shear 24,000 psi
~rew Diameter STiigl'8 ear
.(Ibs,)
334
418
576
734
76'
1,253
, ,588
18
#10
#12
#14
114"
5/16"
3/S"
u e ear
-(Ibs,)
668
836
, ,152
1,468
1,522
2,506
3.7 10
Screw Diameter
1/4"
5/16"
31S"
Concrete Screws And BoilS in Conerete, Brick or C,M,U,
(Embedment Must Be a Minimum of 1-1/2" Thickness With 1.1/4" From Edge)
2,000# Cancret. 3,000# Concrete
crow Diameter Tension (Ibs,) hear ension (Ibs,) hear
757 825 352
',057 1,184 898
, ,443 1,776' ,503
114"
5/16"
3/S"
176
263
375
Aluminum Rivets with Aluminum Mandr.1
Screw Diameter Tension (Ibs,) Shear
1'8" 210 325
5/32" 340 490
3/16" 445 720
Single Shear Screws Fy = 36 - 40 k.s,L y;ek:l Strength
Double Sl1ear Scre..s Fy = 50 - 54 k,s,l Yiek:l Strength
- All barrellenglhs; Celus Industrial Qualay, Use manufacturers grip range to match
total waR ItHckness of connection, Use d1art. To $elect screw U,S, rivet svbstrtutlOn of
anchor specifICations in draW\l1gs,
OF
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SEAL
5
7
~I~ ~'
1
/'0..
/'0..
/'0..
12"
12" WIDE RISER [INDUSTRY STANDARD] ROOF PANEl.
/
~[]
1
EP.s. CORE
.a-
COMPOSITE ROOF PANEL [WUSTRY STANDARD]
I
1
J
.a-
.~
1
;.,
1
ASS EZ-LOK 3" x 0.024. x 48" ROOF PANEl.
I
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~
FUGD NSU..AllON
If
1
Ie
-
1
/'- /..... "'......
W
TYPICAL tlS~ TED PANEL
r
1
y
r1"r1"l
~ -r
I-
-J.
ALlHU.I Sl<H
2. x 2'" P A no EXTRUSION
$DE PAtS. CCHECTIONS V MY
(DO NOT AffECT PAtS. SP.o.NS)
y
SClfCT PAtS. DEPni Ffl()I,4 TABlES
Q.OOO'
-l
I-
-<>--- 1" x r x 0.0.<<"
-<>--- r x r x 0.0.<<"
CONVERSION DET AL 1
r .~~ l
r
r
:0
..
x
A " O,M 'n,2
WT . 0.78 Pl..F,
be . o.M 'n,4
Sx . 0.043 'n,S
eo63 - T8
:0
..
1" x 2. 125" x 1" x 0.().4.Q"
RECBYm QW-fB. EACH
$DE
ATTACH Q-lMtEL.3 TO
EXIS'TNi r x r POST
I-
J
,
EXlSTNG 2' x r x 0,0.<<"
i.J'flJG-IT
WH)OW fAAI,E
2'" x 3" x 0.050" P A no EXTRUSION
CONVERSION DET AL 2
0.0146" AlI..I.4tIM COVER P.'.N 00
COHTH.JOUS AllUUof 5i-eT
SCREEN ROOM TO GLASS ROOM
CONVERSION DEl AILS
NOTE: 0Tl-ffi POssa.e EX1"fl..ISlaoj ~ NOT SHOWN
SEE~~
.8 x 518" CCAflOSICN RESISTIVE
W~ H:.AOEO ~S AT 2.."
O,c' Al T'Eff'lA lC t8 x 518'" 5M3
WI V'Z' CXMETER W~
NOTES:
1. NSTAlL AlGI) FOAM HSU.A~ MO AL.l.J,.H,IA ROa' PAN.
2. COVER tlSU.A~ wml o.cna" PAOTECTOO PAtS. wml Ovat..N'f'tjIJ SEAMS.
3. HSU.AT1ON PAtS. Sl-W.l.. BE ClOSED wml Al.I.J.4tUf En) CJ.P TO se<::t..R: PlAca..EHT
NCJ TO OOOO......Ge llE /oESTNG a= WI.LU'E NO 00 H$CCTS.
... PflOTE<:TOO PAtS. wu. BE SEO...flB) BY t3 lC 518" ~ ~TIVE WA.SK:R
~EACEO salEW3.
5. SI:PIEW PA ~ wu. BE 12" ~ AlL ~ /H) 2... O.c. fEI...O ~ EACH PNe...
a. All..IMI.U EN) CJ.P wu. BE ATTAQBl wmi (3) tS.x1l2" ~ RESlSTM: W~
HW:leO OCAEWS.
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7
Table 10: Nlo'..vable Spans for Roof Pan Panel Products for Various Loads Table 12: .Allowable S pans for Roof Pan Pane I Products for Various Loads
Industry Standard Produ<:ts 3105 H-14 or H-25 Aluminum Alloy Industry Standard Products 3105 H-28 Aluminum Alloy
1 .y," x '2" x Q.026" Paneis 3" x 12" x 0,021" Panels
Open Buildings Enclosed Buildings Open Buildings Enclosed Buildings
Wind Appiied Overhang Condition Appiied Overhang Condition Wind Applied Overhang Condition .A.pplied Overhang Condition
Region Load NONE 1'.(1" 2'.(1" J'.(I" .'.(1" Load NONE 1'.(1" 2'.(1" J'.(I" .'.(1" Region Load NONE 1'.0" 2'.(1" J'.o" ,'.(1" Load NONe ".(1" 2'.0" J'.(I" .'.(1"
'02 lI,!',H. 17 7',S' 7',"" a'-r 3'.9' ,,'.,' 29 5'.10- a'.2' 7'." a'.5 na '02 M,!'.H. 1r , 5'.9- 15'.,0' 16'-3' '6'-10" 17'-8- 29 12'.,- 12'.3' 11'-8- 13'.0' ,.'.0"
110 M,?,H. 20 7'." 7'4- a',,' .'.J' '0'''' J5 5'-4' 5'.a- 6'.S- S'.(I na ,,0 M.P,H. 20 '4',0- '4'''- , 5'," , 5',9- 16'-7" 35 '0'.,,. ,,',2' , ,.-8- 11'.0- 13'-)"
120 ,...,?,H_ .. 6',) ,,.,10- 7'.a- 9'.". '0'4' ., 4'.' ," 5'-4" 6'4' 7',. na 120 M.P,/1. 23
1)'-6- 13'-8- 14'.,' 14'-'0- 15'.9- 41 '0'.2' '0'4' 10',' l' , ",g" 12'.'1
12'M,?,H. 2' 6',2' 6''''" 7'4' 6'.r 10'," 45 ,',a- i"'" 6',2" (,) na 125 M,?/1.
26 12"9" 12'-' ,- 13'4' '4'." lS'.()" '5 9'-8" 9'-, " 10' -6" , ,.-5" '2',)"
"0 M,;>,H. 32 5',)" )'.,," 6'.10" 3'.2- ;1..' 56 4'.3" 4'.S' 5','0' 1'4 na
140 M,?,H. 32 11-8- 11'-8" 12',2' 12'.'" 13'.1" 56 8'-8- 8'-1 I' 9'-7" 10'.7" ,,'-10-
, ./' x, Z" x Q,032" Pane s 3 x 12' x 0,026' Panels
Open Butldings Enclosed Buildings
Open Buildings Enclosed Buildings
Wind A,ppueo uvernang Cond,tion Applied OVerhang COno,tiOn
Region Load NONE 1'.0" 2'.(1" J'.o" ,'.(I" Load NONE ".(I" 2'.(1" J'.(I" ,'.(1" Wind Applied Ove rha ng <..;ono,tJon Appllea vvernang <..;ono,tlon
IV' ,..., " 1'- 11' .'. .' 'v 29 6'. " r7.' ('." ".,' 'U'.(' Region Load NONe ".0" 2'.0" 3'.(1" 4'.0" Load NONe 1'.0" 2'.0" 3'.0" ,'.0"
,"' ,.. '.~
I1g ,",,"',H- 2g 6'.J- 6'.{)' 1"7.' lU-,"- -0 J' o.J O. .. '-0 IV,' 102M,p,H. 17 16'.\1' , (', I( ,0 ,. .. .. " . 1. ., 1. ' "... ,0'"
1<V,", ,.... .. ., .." , ., 11" ., )',9' o. .'.{,I- S'-4' na 110101,",11. 20 1)-a' I) .g' ,0 -, '0" 1f ,/ 35 .,.. 1<-0 I. ." ..."
12> ,","',t1, "' ..' r.{)' "-4 ,-. lU,lV .. ,"'" ,. 'v 10"V ." na :TIa1;T." ,H- ,J 14.r " .. ') . I> " '-0 41 IU', -0 ,,-0 lJ"",'
"U ,", .,.... Jl 0, .'v ." 10' " 1V~ 50 . " ;...' 6',.' r..' na 1<> ,...,,,,11. ':0 1J"9' lJ',lO ,.'...J' ",1 11)-11 4) 1U'-) 10', '. '. ...., lJ '.'
'.W" x '2" x 0,025" Panels ,.u ....,,,,11. J~ 17.'4' "'"'> "',,, 1 J'.;;' ,.... )0 g...' ;;., 'v.. ". "'..' (/)
~
Open Buildings Enc Ios ed Buildings 3" x 12" x 0,032" Panels 0
Wind Applied Overhang Condition Applied Overhang ConditiOn Ope n Buildings Enc Ios ed Buildings 0
0::
Region LQad NONE 1'.(1" 2'.(1" J'.(I" 4'.(1" Load NONE ,'.(I" 2'.(1" J'.(I" .'.(1" Wind Applied Overhang Condition .Applied Owrhang Condition
....J
,...~, ','" [( 00<)' ..J '.. '.~ .. 0" 0" "4- .' 'v - Region Load NONE ,'.0" 2'.(1" 3'.0" ,'.(1" Load NONE 1'.(1" 2'.0" J'.o" 4'.(1" )0-
liO ,",,"',H- 7.0 .;' '-a- 6'.)' .'"'" ,-0' J' , ," I' .1U 0'" na 'OlM,"',i1. 1{ ,"'4- "'0 ,~ ., 'v." ,'v -". .:g 1'.'-IV ,. . ".. 1), 1"-lU !?;
17.0'"', ',t1. 'J ,0 ." .. '. ., . , , -. ,-0 .-0 ." na \Ta1;T.,.. , 11. ,U If'Iv ,. .1U' 1>-0 J) lJ-o 1J- " . 1. .. l' ." >
" " I.'"
'", ...,..,,,. 7.B .'",>' .'.' "- 'v 'v.'w .. ,-4 '-4 ., na ~J "- lo'~ 'I. 1/-<1' ,.'" 41 ,~'" 1~ ., lJ. '. .'w
, . "w 0
Jl , ',V 0" ,. .'" IV~ ,. ",' ,lV' ,'. .)' na 12:nT..., H- Z
,,, 1). ,.. '. '0 '. " '. If ., ., ". '. '..' ,....
1.'1,,' x ,2" x 0,032" Panels '40 M,..,H- J' 1. ,1 , ~ -0 '.. 10 '. '0 'v." ,'v"v ... " ." ,.~ <(
upen t!uuolngs ~Buildin9s Note: Total roof panel width = room ",idth plus wail widtlt plus o...erhang, (/)
(/)
Wind ft,pplied Overhang Condition Applied Overhang ConditiOn <(
Region Loold NUNE ".(I 2'.(1" J'.o" .'.0" Load NONe 1'.(1" 2'.(1" J'.o .'.0" a
10211,?,H. '7 9'.;' 9'.r 10'.J' , ,',2' 12'.(1' 29 7',2' r-8' a'.J" ~'4' 10'.9'
110 M.?,H. 20 a'-8 6'.,,' 9'-8- '0'-6' "'-6- J5 6'.)' 6'.10' r" 6".'" 10..... Z
120,....;>.H. 23 6'.1 a'... 9'.(1" '0'.1' "'.," 41 6'.," 5'.... .J- 6'''' na Table 13: Allowable Spans for Industry Standard COfTl'Osite Roof Panels W
W
125 M.?,H. l. r,7" '.'0" 6,7" . -8" ,0','0" ,5 S'.~- 6.,' 7'.lJ- 8'4' na Aluminum Alloy 31 05 H.14 or H,25 1,0 EPS Core Density Rlam 0::
'40,\I.I',H. J2 6'.10" r,2" ) ,,," 9'.,. '0'4' 56 ;',2- 5'.7" 6'-8' I r."" na ()
Note: Total roof panel widtlt '" room wid1l1 plus wall Width plus o...erhang, J" x 48 x 0,013' Panels (/)
upen BUildings ErlCIOSeO t:!ulKllngs
Wind Applied Overhang Condition Applied Overhang ~ndition
Region Load NONE 1'.0" 2'.0 J'.o" (.0" Load NONE 1.0 2'.0" 3'.0" (.0
102 M,P,H, 17 13'4' 13'",' 13'-"" 14'.,' 1 )'.0- 29 10',2' 1 0'-5' 1 0',\ , 1 ,','0 12."
"0 M,P,/1. 20 12'-3' 12'-5' , 2'." 13'-8' ,"-8" 35 9'-3- 9'-8- , 0'," 1\'.,' lX-3' ~~~
Table 11: Allowable Spans for Roof Pan Panel Products for Various Loads 120 M,P,/1. 23 "'':;' "'-I" t 2'.,- 12'-1\ I J'.1\ 4, 6',r 6',10- 9'-5' 10'-8- \ ,'.g"
Industry Standard Products 3105 H-14 or H-25 Aluminum Alloy 125,...,P,/1. 25 10',9- '0',11' ,,'-8- 12'4' 13'-5' 45 8',2" 8'.5' 9'.," 10',2" \ 1'-5' --~ ; ~
3" X 12"x 0,021" Panels 140 \l,P,/1. 32 9'-8" 9','" 10'-8" \1'-5' 12',7" 55 7'4" )'-7" 6'4' ~'-O' 10'.\0
Open Buildings Enclosed Buildings "~5 x I1.UZ4' l-'anelS - !:::
Wind Applied Overhang Condition .Applied Overhang ConditiOn upen t:!u'lolngs EiiClOiiQ l:Iu'Kllngs Eih~
Region Load NONE ".(I" 2'.(1" J'.o" 4'.(1" Load NONE 1'.(1" 2'.(1" J'.(I" .'.(1" w,no Appl,eo vvernang ~noltJon Appt,eO vvernang '-<lnQltJon Q) <""'
102,""",H. 11 12'." lJ'.," lJ'.,' 14'-J" 15'.J" 29 .'.1\" 10',1' '0'-8- "',)" 12',9 Region Load ~,..~ l"<l" .'....' ....... Load NVN" HI' ..... ..... ..... CO Q~~
"o,...,p,H. 20 "'." 12'.,' 12'.7 'J..... 14'... J5 9'",- ~'.J" 9'.10" 10'.",.. 'X., l~P,i1. 17 1"" " I), 10-0 10 ' I I.' .~ '''' "., J< '. " ..1 1. -" uj~~~~
120/il,,,,,H. l~ , 1',2 11'.... "',10 lZ'-8 1J',9" .1 8'-4. 9'- . 9'-3" 10'.J. ,,'-r lTO' ,.....M. 20 1 J..- 'J-, , ,. ,......, I'''' JO 1U'" ,v-' l' '. '. ...., ,. -.
I.. !II,P,", 2' 10'-6" 10"-8" 1 1'.J" IX.'" '3',. .. .". ~'.J" 5",'" 9'.1'" , ,..J" 11"u ....,",H- lJ I""U ,......, '...., " '. I) -, . .-0 .111' 10'<>' .. '. -0 ~'d~
140/,l,;>,H. 32 9'.5' 9'-8" ,O'.J" "'.2 12'4" 5' '2" .5' 9',2' .'.... 10'.." 12nT... H- 2O ".1. ,,~ '4 .. ,.. ., " -0 .. ~',Z- ~ -, 'V"'" 'v. .. '.
nrxu'rx~VPinels 14a1;T.... .... J' I'V' -. '4 ~ ,. -0 .. ~"J' ~'"'> -~',,' lU'.~' ,"'>'
Open Budd,ngs Enclosed Buildings ~~tr.lnU l-'inelS ... g
>'V,M ApplieO uvernang IAloo,tiOn Applied OVerhang COndition upen !:luuo,ngs CIlCloseo I:IU'KllOgS 3'g d
Region Load NONE 1'.(1" 2'.Q" J'.o" .'.0" Load NONE 1'.(1" 2'.(1" J'.(I" ,'.(1" vv,no Applleo vvernang <..;onoltJon Applleo uvernang l.oonoltJon '" a:
H ,.{,I' '.' 11 '. ,...r Region Load ,WNc 1''''- 7.'.0- J''''' 4"'- Load NUN" "....- l'~ .'....' .....' rtif\R ~S8
lV', "...,n. H ",, ,..' Ig', '4 -0 11lZ1.f.", H.
110'"',",". ,...lU' 1.. " ...' J' 1U -V' 1V'" 1V'~ I." 1<"V 17 10'" I. 10-0 .... I.' 2~ "'-) 1<" 1 J 0<) 1J" " ,~
'U ,..... ,...~
:TIlllT.... ,t1, ,~ 1<'-4' 1<-0 ", 1. ., "'~ ., '.'.J' .'.{)' w. ,0<)- U,J- '10 M,P,i1. 7.0 114'-11' ')'- '''-'' '.- I'.' " J' .... "~ 1 .'. 1J-1U tw, r II
17.. ,""P,M. .. -0 "',.. 1.. .. .'v , - .." lU .,,' '~,P,H. 2J I'J'.11" 14', ~ ,. '. Hl-" -" Hi'" IV" ,,' ' ,OJ 'J " 0 ~g~
'.' 12nT.p,H.
"U ,...,...,n. Jl lIJ"",' 1U.,,' .J "., 1.. '. " "..' I.' ." 11'" ;:, lJ'. '.. ..~ 04'0 ,..... .. ". 'v'. I V'. "..
J X 1 ~ X U,II~ l"anelS 14nT.p,H. JZ .,v '11 '.'. ,..~ ,. ." ~, 6, ',1. ... lV"" .1] ~/ \
vpen ",-""",ngs CO<;lQseQ t:luuQlngs Note: Total roof panel width '" room widtlt plus wall Width plus o...erhang, I;
'1'1100 I'.ppl.eO uvernang <..ona,uon "PP ,ea ,-,vernang '"""""<Nn
Region Load "'-'N" -u 2'.(1' ~.....' "-<1' Load "'-'Nt: '....n .....' J'....' .'....' '~
'02,",,",M. ,g., '.-0 I ,,,.,v ,,-)' ,.S." '" 1<-/ 1<-0 1J '. I'''''' 1.
'V'...,..,t1. '0 ", " .J " . 10-" J' .)' 'l'. I" . ,...
120'"''p,M. .. i4' 10 ... ..',d- " -4' 10',.- ., 'v.,' IV,' .J "'.' 1... ~tEET
,2> ,......,,,, .. ,..... ,...~ I '''''w ,~~ "... .. lV' HI.J' 1'1r.TO' " ".. 12',10'
"U '...,..,n. J, 1<' "'. ,.'" i4~ ,. g'-<)- i'.J' I" IU I 'v' 'U '4'
Note: Total roof panel width '" room wid1l1 plus wall wid1l1 plus o...erhang. 7
OF 7