HomeMy WebLinkAbout97-6513
BUILDING PERMIT N!
Permit
CITY OF ZEPHYRHILLS
(813) 788-6611
- 6513... I>
Date
~- .J...j- 97
Job Address:
Property Owner:
s~~
Parcell.D. # J (..... Z f.t, -;> I .... CJ D J CI - <9~40D --(?) ~ 90
ELEfCAL
MECHAr
Sewer Conn
Water Conn:
Water Meter:
T.I.F.'s:
Zoning:
Description of Work
Energy Code:
qn r-.AA ~~
I
Radon Gas:
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
FINAL
C.O.
DATE
NO OCCUPANCY BEFORE C.O.
DATE
Inspector
Valuation or
Contract Price
~l 150
I
City License Registration #
State Certified License#
Signature
Company
Address
Telephone#
(J) VJ IV f/ /L
BUILDIN6
PL;kBING
MEtHANICAL
Breakers
Ducts Insl.
Compressor
Final
SLB
Tub Set
Water
Sewer
Final
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($15.00) shall be made for each trip for each trade:
a. Wrong Address
b. Condemned work resulting from faulty construction.
c. Repairs or corrections not made when inspection called.
d. Work not ready for inspection when called.
e. Permit not posted on job site.
f. Plans not at job site.
g. Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
APPLICATION FOR PERKIT')_3 - 77
CITY OF ZEPHYRHILLS ~
BUILDING DEPARTMENT I
=:: ::RESS ~~:, ~ ~~~oP:~~~ H~y _ 2:fI;~~!g~~/'
JOB ADDRESS !l'l31 J 0 ib .sT. 2e..yJ h y r II SitS. 335' C{. ()
LEGAL DESCRIPTION: LOT(S) q + J D BWCK :.?t.( SUBDIVISION C I "fY or 2E.fJiy (:'H-IL L S
PARCEL 1. D.' 11-;;) to - ..:2 I - DO' /) - o.;;t '+01"1 - 00'1 0 (OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPOSED: V New Construction _Addition _Alteration v--Repair _Install
_Sign
--1Iove
_Deaolish
PROPOSED USE: v/ Single Faaily
_KIF _' of Units _K/H
_ec:-ercial
_Indust. _Swia. Pool _Other
____Restaurant & Health Departaent Approval
DESCRIPTION OF WORK: Re.p<D(' Cb~reie po~ 41001"'- repla.c...e.
BUILDING SIZE: III X %' , Square Feet, ,.,' Height
pE>~er pCAA
RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
10 0 rc...h 'f'DO-t aJ\d
, s+-o fLd-e roo,n ,
PERMITS REOUESTED
V/ BUILDING
(;)D
,$J;75'o-
Valuation of Total Construction.
.- ELECTRICAL
AMP Service
Florida Power Corp.
W.R.E.C.
~CHANICAL
$
Valuation of Kecbanical Installation
- PLUMBING GAS ROOFING
TYPE OF CONSTRUCTION: _Block VFr8lle _Steel
SPECIALTY
Other
FINISHED FLOOR ELEVATIONS:
FT.
IS PROJECT IN FLOOD ZONE AREA? V
YES NO
******************************************
CONTRACTOR SECTION
BIJTI.DER D to i'1 e-~~f'c!l'; ~e (i:(\c! COMPANY ~ d.(l.cl R. s tl ff.T IY\E."'T A L
C-:J ~ ~ fI fl.- State Cert. or Regist.' oo;l ::2 (,. g
Signature ~~ Ii\ . \ K ~O\OV City License Registration . ~ ~ If
***** ************************************
RI.RCTRICIAN COMPANY
State Cert. or Regist.'
SiDnAture City License Registration t
******************************************
PLUMBER. COMPANY
State Cert. or Regist. .
Signature City License Registration t
******************************************
MECHANICAL COMPANY
State Cert. or Regist. f
Signature City License Registration .
******************************************
OTRF.R COMPANY
State Cert. or Regist. .
Signature City License Registration f
******************************************
APPLICATION APPROVED BY PERMIT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
Tbe undersigned understands that this perait lay be subject to "deed restrictions" wbicb aay be lOre restrictive than City
regulations. Tbe undersigned assUles responsibility for cOlpliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has bired a contractor or contractors to undertake work, tbey lay 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 aay be
cited for a lisdeleanor violation under state law. If the owner or intended contractor are uncertain as to wbat licenSing
requirelents lay apply for the intended work, they are advised to contact tbe City of Zepbyrbills Building Departlent, (813)
788-6611.
FurtberlOre, if the OIner bas bired a contractor or contractors, he is advised to bave tbe contractor(s) sign portions of the
"Contractor Sections" of this application for wbicb they will be responsible. If you, as the owner sign as the contractor,
you are indicating that you, rather than tbe contractor, are responsible for tbe work. If tbe contractor wisbes you to sign
as contractor that lay be an indication that be is not properly licensed and is not entitled to peraitting privileges in the
City of Zepbyrbills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify tbat I, the applicant, bave been provided with a copy of "Florida's Construction Lien Law _ HDIeONDer's Protection
Guide" prepared by the Florida Departlent of Agriculture and Conslller Affairs. If the applicant is sOleone otber tban the
"owner", I certify tbat I bave obtained a copy of the above described docUlent and prolise in good faith to deliver it to the
"owner" prior to couencelent.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify tbat all the inforaation in tbis application is accurate and that all work will be done in cOlpliance witb all
applicable laws regulating construction, zoning, and land developlent.
Application is bereby lade to obtain a perlit to do work and installation as indicated. I certify that no wort or
installation bas cOIIenced prior to issuance of a perlit and that all work will be perf oIled to leet standards of all laws
regulating construction, City codes, zoning regulations, and land developlent regulations in the jurisdiction. I also
certify tbat I understand that the regulations of other goveIDlental agencies aay apply to the intended wort, and that it is
.y responsibility to identify wbat actions I lust tate to be in cOlpliance. Sucb agencies include but are not lilited to:
t Departlent of EnviroDlental Regulation - Cypress Baybeads, Wetland Areas and EnviroDlentally Sensitive Lands,
Water/Wastewater Treatlent
t Southwest Florida Water HanageleDt District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses
t ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways
t Departlent of Health & Rehabilitative Services, EnvirODlental Health Unit - Wells, Wastewater Treatlent, Septic Tanks
t US EnvirODlental Protection Agency - Asbestos abatelent
I also certify that, if fill laterial is to be used in Flood Zone "A" or "A,etc.H, it is understood that a drainage plan
addressing a "cOlpensating volUleH will be sublitted wbicb is prepared by a professional engineer registered in the State of
Florida prior to perlit issuance.
A perlit issued sball be construed to be a license to proceed with tbe work and not as autbority to violate, cancel alter, or
set aside any provisions of tbe technical codes, nor sball issuance of a perlit prevent the Building Official frOl thereafter
requiring a correction of errors in plans, construction, or violations of any code. Every perJit issued sball becOle invalid
unless tbe work authorized by sucb perlit is cOllenced within six IOnths of issuance, or if wort authorized by tbe perlit is
suspended or abandoned for a period of six IOnths after the tile tbe work is cOllenced. One 90 day extension of tile, lay be
allowed for the perlit with fee cbarge of $15.00. Tbe extension sball be requested in writing to the Building Official. An
approved inspection lUst be logged during eacb six IOnth period, or the project will be considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COHMENCKMElfl' HAY RESULT IN YOUR PAYING TWICE FOR IHPROVEMKlrS TO YOUR
PROPERTY. IF YOU INlEID TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN AnORNHY BEFORE RECORDING YOUR NOTICE OF
COHMENCKHKNT. JOBS UNDER $2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COHMENCBHBlfl'".
~~.Q~
SIGNATURE: OWNER OR AGElfl'
~~(\. \K~
SIGNATURE: CONTRACTOR
STATE OF FLORIDA
COUNTY OF
The foregOing instrument
before me this
was acknowledged
, 19_ by
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was aCknowledged
before me this , 19_____ by
who is personally known to me or who has
produced
as identification and who did/did not
take an oath.
who is personally known to me or who has
produced
as identification and who did/did not
take an Oath.
(Signature)
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
(Signature)
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
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SH~G T'tf'E II .
DE:NOTES INTERfOO
POST UAX. ROCf' ARtA
$[E T.t&.( .
W10 S?~ ~
surCT L f'R<w
T.A.8t( 2
wooo ~ SHED w/
2'ox.. PRt:SSVR!: TREATEO
PINt PlATE ANC2-iOO TO
CooCRfTt W/l/..
AAlUINCRfTE F'ASTtN(RS
o .'-0. O,C.
fRCNT WAll 8VJ,/ snLC T
l. fRCU TABlE 2
SHADiNG T'tf'E t CENOTES
(X1tRl~ PQST ~ AA!.A
m TABlE 4
f--- w .L w -J.[
1- W/2 -L- w -J. W/2+C>>i
l.41N. 3'"){J.xO.~" iriRU
Bet rro TO HEADER POS T
AN~O TO CONCRETE
Sf( O€ TAIL '\1'?1C,dol.
REQUIR(t) ~ST
DOUBLE CARPORT W1TI1 CENTER POST
J. REC(MNG OiANNEL
ANQ-i~ VI/ 3 UQ-i
,a $1.lS ptR FOOT "-
lli/
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------
2"x_ UJO SPAN 8(AM
SiMPLE SPAN
TABU: 2
TABU: 1
ROCf' PANELS
CARRIER 8(AM
3.xJ. POST-
SP Act M"'::-\
2500 ~ CONCRtTE 'II/
5~ Y>€LDE:D W,RE ~SH
0V-e,R v~OO BARRIER
~ 3 '/2" CONCRE:TE Sl..A8
!
CARPORT
l
"
VARlES
SECTION TI1ROUGH
ANC2-iOR 'MTH H~t~ OiANNEl
'rx_" C(NTER
PURtiN 8OJ.I snrCT
'1.: F'ROY T ASU: 2
At. TERNA TE;
WOOO f'R,A,ME SHED W /
2.x.. PRESSUHE TREATED
PINE PlATE ANC2-iOR TO
CONe. '11/1/." CONC.
F'ASTtNERS 4'-0" O,C.
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surCT L FRC\l TASl.E 2
Sl-W)NG ~ 1
'L su TABU 4
w ~ W-J.
~ ..!-- ~ --J '*/2 + O,H.
DOUBLE CARPORT WITHOUT CENTER POST
REctIV.NC Q-iANNEL "-
2"x____ 1.l10 SPAN E'fAI.l
SiE $IolPlE SPAN
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/ 2500 PSI COOCRE TE .'it I
6~ Y>€LOE:O WIRE l.IESH
O~R VAPOR BARRIER
ROOf' PANELS
SEE TA8LE 1
SPACE IolAY_
-----
TABLE .
$?ACE "lAX.
~4
3 1/2" CONCRETE SlAB
VARIES
SECTION THROUGH CA.RPORT
00 NOT 8l00<
f'lRE DlT 'MNOOW
O\f{RHANO VARIES
UT1lJlY SHED
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SEUCT 'l' fRC10l TASt( 2
ust '\,. . W /2 + OJ-t.
3.x3- flUTED POST !.lAX. HeT.
12'-0'" F'M 120 ~H \o(loolY
$INGLE CARPORT
2" lC _ ~ON PER TABU
ANQ-iM ,. x 2" xO.I)4.4. ?LA T!
TO CONCRf:T! WITH 1/4. lC 2 1/2.
COOa<ETE ANCHORS WliHlN S" ~
E.AQ-i SlOE: ~ U,Q-i POST 0 24-
o,c. \.lAX. ~ TrlROOCH ANGU: 0
2.. O.c. \,lAX.'
\oliN. 3 1/2~ StAB 2500 ~ CONe.
Sx~-IOxl0 W.W.M. ~ fl8€R I.lESH
J '10 x I" $1.lS INTO SCl'EW SlOTS
1. lC 2" EXT'RUSlON
/ 1 1/8" l.iIN. IN CONCRET!
POST TO BASE AND POST TO BEAM DETAIL
PU TE TO sc: SAJ,IE WAlL
T'rHO<NESS AS S(AM
PU T! CA.'" Sf: 1N'Sl~ OR
00 TSl~ 8EAJ,l OR lAP C1.J T
Sf:AM SPlJct SHAlL Sf; \olIN.
Of d-1/2~ HE:ICHT ANO
2(d-l/Z') IN LENGTH
MiN. SCRtwS ptR SPUct
TOTAl.. / s<< ~ spuct
2. lC .." . I 2
2. lC ~" . / 2
2" x 6. 4 / 2
2"x.r 6/03
2. lC 8" 8 I "
2" lC 9" 10 / ~
SPUct TO Sf: LOCATfO 1/" TO 1/3
Sf:AM SPAN AND STACC(REl) U,C1
SlOE Of SH; Io(A TING BO.J.I
1. !.lAX.
DE:NOTES SCl'EW PATTERN
NOT NU!.l6ER ~ sa;:rW$
TYPICAL BEAM SPLICE DETAIL
r
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TCP~GRAD€
J"xo3" fl.UTEO POST
'IIR~O W / Ft:L T PAPER
3/8'"xJ 1/2' BOLT
80 LS. 2m PSl
CONCRE TE F'Rt - l.iI x
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PORCH POST CONNEcnON
ISOLA TED FOOTING
POST IN CONCRETE
W/ I" ~A. BAR
12" LCNG
sa: CONNEcnON DETAIL
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surCT PAN F~ RtOlJIREO SPAN
2" It 2. lC 0.0.4"" A1..UIollNl.l~ ~
2. lC .. 0 2." o.c. LU\lBER
STR1JCMAl GRADE: THERioIAl pt, y
'till Tti SlOlNO
Sl-iED IS FRAMED WAll ... TTAOiEO TO
HOST STRUCTURe:
1/2. l-OOLTS FOR 2. x ... P.T. PUTE
OR ~CRETE ANO+ORS 0 4'-0" O.c.
NOTE; NO fOOTiNG RE~IRW ExctPT 'M'IEN ADORESSl'lG EROSlON
2' -0' IolIN ~
I ./ POOREO CONCRETE SUC""" SLoPE ....IN, 2500 ..$I CONC. w/
., "<' 6x6-10x10 'It,W. l.IESl-i OR
I REfER TO TABU: 5 r I F'J8(R t.lESH T'r?IOl
31/2" ~_ .3" t~~" ~~_ CONT. ~ON
'r---' 12 '...
- ---
""~ re(ll Wl(~ ~~ Xl(S "8. 8
HO r 1I(~...u> olf't "0<
,LA T S<.;YE: / NO fQOT1NG l.400f:?A TE StOP~ fOOTING STEEP StOPE: fOOTiNG
o - 2"/12" 2"/12" - "--10' > "-I'Y
SLA2 DETAilS ADDRESSING EROSION JOB NAME
"Wlo VARI{S
F~ F'RONT l3EAJ,l U~ 'l'-W/2.0,H.
$[E CONCRHE C€TAJlS
NOT!S: UnuTY SHED AND CARPORT WALL SECTION
1. #ICHOR PANS TO ~ADE:R C2-iANN(l 'MTH (J) "0 JC 1/2. S.1,"S 'fI1 WASHER.
2. AN~ PANS TO ROO" Sf;AJ.lS 'MTH (3) 110 x 1/2" SJA.S. W/ WASHER.
3. AN~ COlUMN TO CONCRETE fl.OOR 'MTH 2-1/4. lC J" ~T! ANQ-iCR$.
". AN~ COlWN TO 8AS€ PlATE 'MTH 1-1/." 5.S. OOLT
5(E C~N(cnON DETAJI..
2" x ." lUI.I8(R TCP PlATE ....TH ROOf
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2" x .. 0 24" Q,C. LUI.C8ER
STRUCTURAl.. GR.AOe: iriER\.lAL Pl 'f
WI Tn SlDINC
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2. x ." P.T,P. PlATE 'MTH 3/8'"x4 1/2"
CONCRETE AN~~
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C'<
SEe: COOa<ETE OETAJlS
'f;, SECTION THROIJCH UTIUTY ROOM
\i,~.;f
{fASTENED DE:TER1.lINED
SASW 00 CONSTRUCTlC<<
CF HOST STRUCTURE
.;
P AN ~ cc..cPO~ it P "'~(lS~ :!
USE ~SlON RE:SlSTM:~. PAN~'
AN01OREO w/ I10X1/2" 0 3fPAN INTO .
RtCBYlNC CHANNEl AND 1 110,,'/2. 0
R1lX-C: CAP CONNECTION TO REOOYlNC
Q-iANNEL CCioIPOSl TE PANELS USe:
1/."x t+l/2. 'M'O-i 1/.. WASH(RS SCl'(w
TriRooGH REC(JYlNG Q-i#lN(l F'ROY TCP
CAUu<. ALL CQNNECTIONS.
ExTRUOE:D 00 6ROJ(METAL HEJ.DE:R
0032. MIN.
CONNECTION RE~RED
(sa DE:TAJl)
CONNECTION TO HOST STRUCTURE
HOST STRUCTURE OR FACIA &I $Va-fACIA C~EcnON REoolRD.IE~TS FOR VARlOOS
LO,l!) CON~i1ONS LOAD CONOlTIONS
GlASS ~S 'ftINQ \o1:l00TY LOADS D€AD + U~ LOADS
HOST STRUCTURE 100 IoCPH 110 t.lFH 120 \olPH 211/SF nl;S; ~71/SF
1. CooCRtTE 1/..xl-1/S" COOa:<ETE Sa:<EWS 0 12. 0,C.------>2 0 l' Q,C.
2. WOOO f'RAME 1/4"><2" LAG SOEWS 06" Q,C.------------>2 0 I" O.C.
SCR(E..... YlN'11.. ANO w.?~TS
HOST STRUCTURE '00 l,(PH 110 MPH 120 l,jPH 22#/SF nl/SF 571/$1
1. COOCRETE 1/..xl-I/S. CONa:<ETE: SCREWS 0 12- 0.C.------>2 0 ,. Q.C.
2. WOQO F'RAME 1/".1<2. lAO SCl'EWS 0 12" 0,C.----------->2 01" o.C.
NOTES: WOQO )TRUCMES SHOUtO Co.'l.~(CT TO TRlJSS SUTTS QRTl-l( sua F'AClA
FRAMING WHERE P0S'Si8lE OOl y 1~" (%' SCREWS CAN Sf; OUTSlDE iri(
TRUSS BUTTS/SUB F'AClA AND THO$( AREAS SHALL HA~ OQlJBLE .A.NC~~S
ALL SCREWS INTO friE HOST S'TRUCNRE SHAll HAvt I.lIN 1-1/4" WASJ-IERS
OR SHAll BE WAS~ER HEADED SCREWS,
ADDRESS
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DRAWiNG l~' "OR 1 PERM
TABU 2: 1oIAX. ROCf' 8UJA SPANS F~ C~TS. SCRUN 8c 'v'IN'T\. RCQ.IS ANO
On;ER ~ STRUC'l1JRES 'II/S<<JO RW"S 6063 T-6 ALlOY
E~ F~ SPAN 1.' ~ DRAWING use: lOAD WlOTH - V /1 + O.H,
2" 4"" 0.050" TILT BVJ.l: lOAD 'MOTH - 14'/2 + 29,H. - g'
lOAD 'HiH - g'; LL 0 22I1Sf B(AJ,l SP~ - ..,.- J
BUJ,C SIZE 8(..&.W SP~ r~ DE:SlCNAT'ED lOADS
BUJ,C U~ lOAD WIND lOAD
lOAD \'lIOiH Z21/Sf J21!SF 100 t.lPH 110 Iol?H
2'" J'x<l.05O' TilT ~ ~ 2'" 3'.0.050" EX1'RV$lON
~. 8'- ,. 6'- ..,. g'- O.
6' 7'- 4' 6'- Q" 8"- J'
r 6'-10' ~'- 6" ..,.- 6'
a' 6'- ~. 5'- .,' r- .,'
g' .6'- 0" 4'-1i'" 6'- g'"
10' 5'- 8' 4'- 8" 6'- ..'
II' 5'- 5" 4'- 5. 6'- ~
.l~... 5'- 2" 4'- J' 5'-10.
2" 4 " 0,050 " nt.r eu.w
5' g'- 9' a'- o.
6' 8'-1'. r- J'
r a'- J' 6'- g.
8' r- 9. S'- 3.
9' EXAMPU: r- J' ~'-11.
10' 6'-11' 5'- 7'
11' 6'- I 5'- 4.
12' 6'- J" 5'- O'
2'" 4"" 0.0<<'" 0.120. SJ,I,8.
~. ""'-10' 10'-~.
6' 11'- a. 9'- 6'
r 10'-10' 8"-10.
8' 10'- l' S'- J"
g' 9'- 5' 7'- g.
10' 9'- l' r- ~.
11' 8'- 8' ..,.- O'
12' S'- J' 6'- 9'
2'x 5'" O,050.x 0,120" S.J.f.B.
~' '5'- r ,..,'- 4.
6' 15-10' 11'- 3'
..,. 12"-10. 10'- 5.
a' p'- 0- 9'- 9'
9' 11'- J. g'- 2'
10' 10'- S. S'- g"
11' 10'- J" 8'- 4.
12' g' - 9' S' - 8'
r" 7'" 0,062'"" 0,120" S. l.I. 8.
i' . 17'-1' "'-f
' 160' -' '~-'
, IS' -' I' - .
, 14' -' I -1 .
1 ' '~' -. 11: - .
l~; \ ;: 'r. Vb~:':
I.' 1 ;: ~. ~::'.
2"" I" 0.062'" 0.1~' $.J.f.8.
6' 18'- 4' 15'- 0-
~: Ir.-!t' 't'-I~:
~' 15.:'b' ',:"
10' 14'-10' 11 - 7
'~' '~- 7' 11'- ,.
1 ' 1 '- o' '8'- r
1 . 1 - 6' 1 '- 2"
14' 11 - r 9'-10.
2"""" 0.072'" OiP-'"9~1otB., r- g.
8' 2a'- 4' 1'5.'- 7"
g' fg'- 2' 15"- 8'
10' 18'-'" 14'-10'
II' lr- ~ 'f'- f
13: 'lk o' 1,: o~
'4' ~'- 5. 1 '- r
2'" g'" 0.072." 0,2'?4. <: l.I.8.
r 24"- 20r 19'- g" 2r- O. 24'- 2' 22"- ,.
3' 2'?'- r 18'- 6" 25'- J. 2'?'- 7' .,..,.. ","
9' 21'- 4. lr- 5" 23'-10' 2'''- 4' 19'1'_-6'1
10' 20'- J. 16'- 6. 2~'- r 2<)'.r w- 6'
11' 19'- J" 15'- g. 20'.-_ 6. 19--J 17- r
12' 18'-~. 15'-'" 2 8 la'- S" 16'-10"
13' 17'- g" 14'- o' 19'-10" lr- 0" 16'- .,"
14' 17"- I" 13'-11. 19'- I" 17"- ,. 1~'- 7t1
2"x 0"" 0.072"" 0,J10" <: IotB.
l 26'-11'" 21'-1,. 30'- l' 26'-11' 24'- r
S' 25'- 2. 20'- 6. 28'- 2' 25'- 2' 2'?'-ll"
9' 23'- 9' 19'- 4' 26'- 6" 23'- g. 21'- a'
la' 2'?'- 6' 18'- 4' 2....-.,. "Y)'_ 6' 29'- ",'
,,' 2;'- 5. 17"- 6" 24~- 0'" 2~"'- ~. 19 - 1"
12' 20'- 6' 16'- g" 2"'-11' 2"'- 6. llt'- g'
13' 19'- g' 16'- l' 21'- I" 19'<- g. la'<- O'
14' 19'- 0" 15'- 6. 21'- J' 19'- O. 17'- 4'
1. f,,( SMALLER spm ~Rc..I n;( l.L 04'l Tl-lE i'IINO LOAD TABU: CO~RNS.
TABLE: 1: MAXU,jUIol SPANS F~ STANOARO ALUWNl,,'U ROOf' PANUS ry
JI05 1-1-14 ~ H-25 ALLOY
WINO lO,l.QS: CARP<.'RTS. ~ ROCUS, ANO on;ffi ~ BUIlDINGS
0.1-1. CON04nON NO O. H, " 0, H, 2' O. H, J' 0, H.
1-1/4",,_0,025'
100 t.lPHW. L 7"- r-
1t0 t.lPH W. L 6'
120 IoIPH W. L 5'-1.
1-1/4',,_0.032'
100 t.lPH W. l.
1t0 t.lPH W. L
120 IoIPH W. L
1-3/4"",_0.025"
100 IoIPH W. L
1\0 I.lPH W. L
120 l.IPH W. L
l-J/4',,_0.0.32.
100 IolPHW. L
110 l.IPH W. L
120 IoIPH W. L
3'",-0,025'
100 t.lPHW. L ,',~': ~:
110 !.CPH W. l. ~
120 IolPH W. L. 10'- 8.
3",,_0.032.
tOO t.lPHW. L 15'- ",. ,"'- It.
110 IoIPH W. L 13'-10" 1~- 0"
120 t.lPH W. L. 12'- s' 12'-10.
U~ LOAD: AU BUIlDING ~S
0.1-1. CCN04nON NO O. H. I' 0, H,
1-1/4',,_0.026'
20 I/S; L L ..,. - 0"
30 liS( L l. 5'- 9"
1-1/4',,-0.0.32"
20 IISF' l. l. 8'- 3"
30 liS( L L. 0'- 9"
1-3/4',,_0.0'20'
20 IISf l, l.
JO IISF L L.
1-3/.."_0,0.32"
20 Its.~ L L
30 IISf L L
3."_0026'
20 liS( L. l. lJ'- J"
JO I/S( l. L 10' - 9"
3',,_0,032.
20 IISF' L l. 15'- ,. 15'- 2' 15'- 7" 16'- r
JO liS( L L 12'- J" 12'-.5' 12'-It" 13"- 8.
1. TOTAl. Rif.J" PANEl.. 'MOiH - Rro.I ',""OiH PLUS '<<Al.l 'MOlrj PLUS O~ANG.
2. n;e: SMAllEST VAl.UE Of" iHE 'MND LOAD TABU: ~ lrjE LL TABLE CO\ot:RNs.
TABLE 1: I.IAXlI.lUIA SPANS r~ INOUSTRY STA....OARD Al.WiN\J\I ~POSlTE ROCf'
PANELS W/3105-H14/rl-25 Al.UI.llNUI.I ALLOY SHEATIilNG 8c 1.01 E:?S CORE
'MNO LOADS
CAR?ORTS. SCREEN 8c VlN"r1.. ROOMS, ANO OTI-;(R OffN 8lJllOlNC'5.
0,1-1. CONotnCN NO 0,1-1, l' O.H. 2' 011. J' O,H.
J"" 0,026' 100 Io4PH W.L. 15'- 4" 15'- 6' 15'- 10. 16'- 6-
110 IolPH W,l. 13'- 9' lS- 11. 14'- 4' 15'- o.
120 IolPI-I W.L 12'- 6' 12"- 8" 13"- 2" 13'- 11.
J-x 0.0.32' 100 MPH W.l. 10'- 8' 16'- g' 17"- r 17"- 9"
1t0 I.IPH W.L 14'- 1,. 15'- o' 15'- 5" 16'- I"
120 M?H W.L 13'- r lS- g. 14'- 2" 14'- 10"
4"" 0.026' tOO l.IPH W.l. 15'- a' 15'- 10" 16'- 2' 16'- 10-
110 l.IPH W.l. 14'- 0" 14'- 2. 14'- r 15'- J.
120 MPH W.L 12'- 10' 15- 0" 13'- 5" 14'- 2'
4." 0,032" 100 MPH W.L 18'- S. 1S'- to' 19'- ,. 19'- r
110 IolPH W.l. 16'- 9. 16'- 10. 17'- 2- 17"- 9"
120 l.IPH W.L '5'- 3" 15'- 4. 15'- g. 16'- 4'
L1~ LOAD (INQUOE:S 2 IISF OCAD lOAD) ALL BUILDING T'l'?(S
J'x 0.026' Z21/Sf 13'- ,. 13'- 2" lJ'- 8" 14'- 5'
321/Sf 10'- 10" 11'- O' It'- 6. 12'- 5"
221/Sf 14'- 2' 14'- 4' 14'- 9' 1~'- ~.
3211Sf It'- g. 11'- 1,. 12'- 5" 13'- 2"
2211'* 1.r- 5' 15- 6' 14'- 0" 14'- 8.
J21/Sf lr- I" 11'- 3. 11'- 9' 12'- 7"
2211'* 15'- 1,. 16'- 0" 16'- 5" 17"- o'
3211Sf 13'- 2- lJ'- 4" 1.3"- g. 14'- 5'
1. TOTAl. ROOf" PANEL WlOiH - ROOY ~OiH + WALL 'MOTH + O~RHANG.
2, n;( LEs<5C:R SPAN ($ WIND LOAD OR LIVE: LOAD Sl-W.L CO~RN,
TABlE 1: t.lAXJI.IUIol SP~S F'OR ST~OARO Al.I..'IAINUI.I ROCf' PANELS ($
3105 H-25 AllOY
'WINO LOAOS: CAHPQRTS. S~(EN ROOUS. AND O!,}<(R OPEN 8IJILDINGS
O,H. CONOtnON ,'l0 O. H. l' O.H. 2' 0.11. J' O.H.
J' ,,0.026' 100 I.lPH W.L 15'-11" 16'- l' 16'- 5" 17"- 0"
110 !JPH W.L. 14'- 3' 14'- S" 14'-10' 15'- 6.
120 loIPH W.L. 13'- 0" 13'- 2" 13'- r 14'- 4'
3. x 0,0.32. 100 IolFH W.L. lS'-tO' la'-1" 19'- J. 19'- g"
tl0 '"PH W.L. 16'-10" 16'-1\" 17'- 4' IT-II'
120 U?H W,L 15'- 4" 15'- 5' 15'-11" 16'- 5.
UVE: LOAD: Al.L BUilDING TY?ES
O.H. CONomQN NO ox r O.H. 2' O.H. 5 O.H.
J. x 0.026' 201/SF L,L. 16'- I" 10'- 2" 16'- r 17"- 2"
30#/SF L.L. 13'-'" 13'- 3" 1.3'- a' 14'- S'
J" x 0,0.32" 201ISF'L.L. 18'- 4' 18'- 5' 18'- g" 19'- J'
Jel/SF L.L, 14'-11' 1~'-" 15'- 6' 15'- l'
1, TOTAL ROOf PANELMOlrj - ROCl.l WOiH ptl,;S WALL 'MOiH ptUS O~RHANC,
2, n;c: SM ALLEST VALU!: Of iHE 'MilO LO.AD TA8LE OR n;E L L. TABlE COVEP-NS.
""- o.
r 6"
6'-10.
r s"
6'- a"
Q'- ,.
a'- g'
r..,.-IO:
- 1
7'- s.
6'- a.
6'- 2"
8'- a"
7'- 9.
r- I"
~: f
T- I.
g'- ,r
8~';' ~:
7'-11
..,.- 7'
6'-11"
6'- 4.
~'- ~.
77": \.
g'- q:
e:- '.
7'- 5
o' r
e~- g"
8'- Z-
1}'- ~"
12 - ~
1 l' - 5'
l'f: g:
1.3'- J"
2' O. H.
3" O. H.
t " "
''':;1~
10'-11'
11'., ~.
1.3 - 2'
12'- J"
16'- .,.
15'- l'
14'- 4.
7"- ,3"
6'- I"
8'- l'
7"- rJ
S' - 5"
7"- O.
g'- 2.
7"-10"
7"- 4"
6'- o'
7"- 7.
6'- 4'
a'- 4"
7'-11"
S'- r
7"- O'
S' -10"
7"- 4.
9' - .p'
8-:::- I"
1J' - 4"
11'- O'
lJ'-10.
11'- 6'
14'- 6'
12'- 4.
r" 0.0.32'
4'x 0.026'
4"x 0.032.
10'-11'
10'::00"
g'- J"
8" - 8'
8'- l'
7"- g"
r- 4'
..,.- rJ
14'- 4'
IS., 1-
12'- I"
11'- 4"
Ig'- ~.
10- 1
9'- 8'
9' - _3'
16'-11'
1~'- 6'
14'- 4'
13'- ~.
12'- 8"
1"'- o.
11'- 5'
10'-11"
't-11..
i ': t.
l:: .
14:- .
14 -
13'- 6"
lJ'- o.
2"'- 6'
19'<- 0"
IT;- g'.
lhq-;I~
15'- ~.
14'- .
'3'-1
1.3'- 5"
24' - 4"
l?-';: ~:
2Q' - 4'
'~- 5.
l' r
I ':1~:
8'- l'
7"- 4"
6'-10"
6'- 5.
5'- o.
~'- ~.
5.- ~
5 - ~
9'- 9"
6'-1'.
s'- 3.
7'- g'
7"- 3-
6'-1'.
6'- I
6'- 3'
p' - to'
1 l' - 8'
10'-10.
10'- I"
g'- ~"
9'- 1"
a: - 8:
8 - .3
15'- 2"
lJ'-10"
12'-10'
q'- 9.,.
11 - J
10'- a'
to'- 3"
g'- g"
17",- g""
l~': ~~
If4': a:
\ .: 'r.
1 - 1
," - 8"
1~'- 4"
IZ::,P-"
I}' - 9'
14-3
1(;:"- 7Q:-
12'- 0
,,,- r
21'- g.
20'- i"
I~"- 2
18'- ~
17'- 4-..
't: - r.
1 ,- O.
1 -:)
120 104?H
..,.- 5.
6'- g'
6'- J"
~'-10'
~'- 6'
~'- '1,:
~- 0
4'- g'
8'-1'.
8'- I"
7"- 6"
7"- 0"
5'- S"
6'- J-
6'- 0"
5'- 9.
1 l' - J"
10'- a-
g' -11.
9'- J"
~'- ~"
a - J
5'-10'
r- 6.
1.3'-10"
12'- 8-
11'- 8'
10'-11'
10'- 4'
9'- g"
9'- 4'
S' -11"
t6'- J"
a:: t
1:{'~~:
11'- .
10'- .
1~'- :r
,~- 6:
14';" 6-.
,1~-- O~
12'- 4'
11,'-10"
11 - s'
to'-I'-
19'-11'
Hf- :r
IT- 6
16'- r
15'-1~
1:)'- .
14'-
,.'- O'
T...au: J: SQiEOUU: (S POST TO S(}j,I SIZE k I ~ 1}iR\J BOlTS R(OOlR(1)
SE:.AJ.l SIZE loIlNll.AW I j"r1;RIJ ~TS 0 l- 0 + '/2"
j"X n 8 (6" TlLT J~\Sltt06. ~ 1 1/4 3/6'
"J( 4"X .C6" nu J"X J"X 0.06' I
"X 4"X .c<<" x 0.12" $1.18 J'")( 3"X 0.06" 2
2'x 4"X 0.00C4: x 0.1~. $1.18 3'x 3:< 0.06. 2
2:< 5')( O.c<<. X 0.12. $1.18 3')( 3")( 8.093 J 2
2"X IX o.~" x 0.13' $1.18 3"X 3:< ,093 3 2
~:~ g~ &8~8' : d'l3~ ~I Ff Ff gi'l! 44 }
Tm ~~Rf100F~~4,lolAR~'( ~M;rt.~ PQST
~~; - . w. 12. a,,&H'-'l1~TN~lX" ruT
\;cAX: Her 0 \,lAX. lOAD IN I UYE: . DUD lOAD WOO LOA5'S~
3"x J'"xO.C40. R<:tL F'~.. 5!!;IISf 221/Sf 100 I.lPH 110 ~ 120 l.I?H
8'- 0" 7.200 1:5 I i27 4.50 JM 300
10'- 0" 5.500 tOO ~ ~ 27~ m
12"- O' 4,700 85 13 m 235 '*
S~!~OW R<:tf.W" 1~ 341 375 312
l~: g: ~:m. '~ ~~ ~~ ffi ~~
J'" J"!9-060" $C.lUCf>(O.
1\.-10 8~&40 157 392 5-40
14'- o' ,.3JQ lJJ JJ3 458
15'- 0" 6,120 11 1 278 S82
3-" )"x 0.90" TVSE:.
"'-10" 12,96-0 2.31S 589 610
14'- 0" 11,070 201 50.3 631
15'- O' 9,180 157 417 574
3"" 3'x 0.125' TVSE:.
tJ'- 3" 13,500
14'- O' 12,000
15'- 0" 8.000
4"x 4'x 0.12~' TV6E:.
15'- 9- 23.280 '23 1.058 '.455 I.1e4
18'- 0" 20.712 375 g41 1,29-4 I,OS.
20'- o. 18,4JQ JJ.5 3S8 1,'52 912
· ALlOY ~J T-5 .. ,l.UOY 3105 H15
1. iHE SloW.LER ROOF AREA iY U'-I( + DEAD lOAD ~O WINO LOAD SHAlL OO"ERN..
TA8l( 5: 1$C(.ATm rOOTINCS
IolAlCl.IUl.I ROOF ARf.A iN SF F'OR C~T PQST 'III t$C4..A1U> rOOTING
rOOTING TY?t AN{) SIZE F~ snow UST(O ""NO VELOCITY UPlJFT LOADS
POOR(!) COOCRE T( 100 IoCPH 110 MPH 120 Io4PH
l'-O"X "-O"x 1'-0" 29 25 21
1'-4:< "-4'X 1'-4' 3d 72 61
1'-5:< 1'-s'x 2'-0" 163 136 116
1'-8:< 1'-8:< 2'-0. 187 ,~ IS.
r -8'" r -8"X 2'-6" 275 229 196
2'-O-X 2'-O"X 2'-0' 346 2M 2~7
2'-6.X 2'-6:< 2"-6: 403 386 JJl
PRt-CAST SlAB '11/ 8JJ1 SAO<-Cl"f:T( &c SACl<fILL O~R StAS
1'-4}( "-4:< 2'-4' 117 97
432
3QQ
X<i
648
55-4
459
245
218
145
8-44
750
500
514
545
~4
675
500
400
3ro
305
255
5-40
461
J3,J
5Q.3
500
JJ.J
970
6S3
768
~
~ '"
z "'~
w _VI
.3 a::5 :I
w~ ~~ ~
t3::> 0.0. >-
;r:0 ~c III
...~ c~ ~
~C ~ ~
~ A~ 0' w
i'3 -~ -u
ow ~'3 8 ~
~.; ~c u ~
.. 2: III
1Il5~'" WJ () 2:
~o @w.., g?: :~
o.w ..JOt 0'
Ill", ()~ I 5 >- '0
c~~ 2:UC ell Zw
2: ell... 2".:::1- wc
~w~ ;Jo.c ~ i!a
~~~~~~~ ~
() ,A <:5 0" . >= 0. Wu
ii\oY. a::z8 ~ w
wzw ~6 z o~
O~iE C:;,<D < ",>-
w~ ~....'" u <'4
'!:a::.... .....u,. 0 x".,
1'000 "'~o ell ~1lt
~ N";'
tJ)
a:
UJ
>
o
o
~
:z:
i3
z
<
~
(/)
UJ
w
a:
u..
/
~
@,
>-
gr~
~~
~~ ~~
0. Nt--
~ '3 .... T
l!.!J~ ~~oD
w - '"
(00 s:::2
~ I ....... I
....0,...
e50J .OloD
t W ~ ~'-"'r--
z.ztJ-
~~~g~!
.... ~ >- 1:;,
~, . ~ d ~
, 0..>-....
~
Of'