HomeMy WebLinkAbout98-7716
BUILDING PE,RMIT
CITY OF ZEPHYRHILLS
(813) 788.6611
Permit
7716 (3
Date
i.j -.30 - <"j'~
t..!> - lYD
02S,t7D
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
BUILDING
P,"perty Owne, b ~ ~
Job Address: t:. 7'3..5--- r- --:P~
Parcel 1.0. #
Water Conn:
Water Meter:
T.I.F.'s:
Zoning: Energy Code:
Descriotion of Work _~./) d.#A1.. ~~
Radon Gas:
NO OCCUPANCY BEFORE C.O.
FINAL
C.O.
..r_~t..--'jJ
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
Inspector
DATE
lS,uL
City license Registration # f-3
State Certified license#
Permit Fee
Signature
Company
Address
Telephone#
Valuation or 4, ~ ./J:2-
Contract Price ~, 0 to.
O(?P {2t~
BUilDING
Ln1~
ElECTRICAl~
PlU~
"
ME CJ;:i.A.N IGA r--""
-
Ftr.
Pre SlB
lintel
FRM. S Is/erg ~8
Insul. Cl
Wl
Tp. Servo
Rough In {/~ /'1r
Meter Can
Const. Pole
Pool
Pre-Meter
Final
Gr.~
,
SlB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
Final
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($+e-,.eel shall be made for each trip for each trade:
.:l.j-; trtJ
Wrong Address
Condemned work resulting from faulty construction.
Repairs or corrections not made when inspection called.
Work not ready for inspection when called.
Permit not posted on job site.
Plans not at job site.
Work not accessible.
a.
b.
C.
d.
e.
f.
g.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
ACE ALUMINUM
6935 STEPHENS PATH
SQ. FEET PRICE
MAIN OR LIVING AREA - $ 40.00
OTHER AREA UNDER ROOF - $ 15.00
OTHER - $ 0.85
VALUATION $ -
FEE SHEET $ -
ADDRESS $ -
DRIVEWAY $ -
BUILDING: $ 65.00
ELECTRICAL: $ 25.00
PLUMBING: $ -
MECHANICAL: $ -
RADON: $ -
CREDIT: $ -
TOTAL $ 90.00
J' ';:,
'r
~" ~
~ /?-
APPLICAtION rOR PERHlt
CITY OF ~EPItYlUI1LLS
bUlLDINU'bKPARTHENT
OWNER · S NAH8
j3fJy
t//i-L.Itt:rJf /}IIILj)f,eS I ;VL
Sr[p!I;; AI .f" ffD;n:/J
PIlONE
OWNEtt · 8 ADDIUtSS A 01 ~ b' 0 6 9.] s;-
Job ADDIU~SS S /1/'1 t:.
LEGAL IJESCRlPTION: LOT(S)
BLUCR
SUBDIVISION
PARCEL t.b.' J-.26,-.';(! COBTAIN FROM PROPERTY TAX NOTICE)
WORk ~ROPOSED!~eW ton~tructiott ----^ddltiott ----^lteratiott ~epai~ ____Install
_S1811
--,"ove
-.JJe.olish
I
PROPOSED USEt ~bigle tuily
---1'1' F
_' of Units
--1f/1l
__tUllllercbl
_lndust.
_Swill. 1'001
_Olher
~estaurant & Ilealth Department Approval
DESCRIPTION OF WORk:
BUILDING SIZE:
Jl" X -2f'6; ~ c> tf SqUAre Feet. ?:n"?' Jleight
RESIDENTiAL: AttAtm (2) pwr PLANS & (2) SETS OF BUILDiNG PLANS & (1) SET ENERGY FORMS.
COtOO:RCtAL! ArtAtll (3) SETS or ButLDiNG pLANS' (1) SBT ENERGY FORMS.
'RUNattt SUlVa! RltQUlRED FOR' ALL NEW CONSTRUCTION.
pERKtrS.RBOUBStEIJ
~UltDING
_ELECTRIcAL
--,"BCIIAJIICAL
---1LtlHbltfU
,$
?tJ'Ib, ~'1
"
Valuatlott ol Total Construction
AH.P Service
Florida PoWer Corp.
W.R.E.C.
,$
Valuatlott of Heclmnical Installation
GAs
ROOFINU
SPECIALTY
TYPE OF COl'fSTRUCTIOIU ,.....--Block. _Frue ",,--Steel
Other
FllUShlID 'WOK ~lJlVATI0NS:. ,.. ; FT .
1S 'PRUJECT IN FLOOD ZONE AREA?
YES NO
...........,...."....,...,....,..........
BUILDER
, ;
. , . CONTllActOit SECTION
'~. .~ 'I ~'. " 'COtWANy',,/7LE /jLJlfiYJ
..' .. . ,... state tel't. or Regist. . CA_cc'sL,I6.PO
tity tlcenge ltegistrat10n . ~~
..........................................
Signature
~ -
EI.BCTR.lCIAR. COHPANY /JJt?,erz;JpJ ~~eC.
::=:- ~. state Cut. or Regist.' ,6;eMo~';I93
. City License Registration' ~a::l...
..................,....................... ~
COMPANY
state Cett. or Regist. .
City Licenge Regi9tration t
.........,................................
PLUKBER
Signature
COHPANY
stAte cert. or Regist. ,
city License Regiatration .
................,..".....................
MECHANIcAL
Signature
COHPANY
StAte Cert. or Regist. ,
City License Registration ,
..........................................
OIRRR
Signature
APPLICATION APPROVED BY
PERMIT OFFICER.
CONDtTtONS 'ot.JJlBhMl't.AFFIDAVIT
A. NOTtCg OF DSgD RESTltICTIOHS . 'l"v'i~.t~'.: "~j .
'he undersigned underRtand' that thl. petllt .ay be IUbJIt~lto~'eId't@ltrlctlonBR which lay be lOre restrictive than City
regulation.. the Uhddr.lgned .1.UIeI tfSponRibil1tt tor totpll~ce ~lth any applicable deed restrictions.
B. UNLICENSEUCOH1RACTOhS AND CONtnACTOR RESPONSIBILITIES
If the owner h48 hired a toftliactor or eontractors to undertake IOrk, they .ay be required to be licensed in accordance with
Rtate and loedl t~laUon.~ If the contractor II not lleenltc1 I. required by law, botb the owner and contractor JaY be
cited tor a 81sdeleanor flolatlon under Btat~ law. It the dMntt or Intended contractor are uncertain as to what licensing
requlrelftntl lal applt tot the Intended IOrl, they are ad,l.ea t~ contact the City of Zephyrbills Building Deparllent, (813)
188-6611. .
Furtheriore, It the owner has hired a contractor or contractors, be Is advised to have the contractor(s) sign portions of the
-contrdctorBectIOd.i of thl. application for which they will b@ responsible. If you, as the owner sign as the contractor,
you are IndIcating that you, rather than the contractor, art r@Rpon8Ible tor the worl. If the contractor wishes you to sign
as contractor that la' be an indication that he Is not properl, licensed and Is not entitled to perlitting privileges in the
City of Zephrrhills.
C. TRANSPORTATION IMPACT FEES AND UTILIT'Y CONNECTION FEES
D. CONSTRUCTION LIEN ~AW (CHAPTEn 113. FLORIDA STATUTES, AS AMENDED)
I c@rtify that I, the applicant, ba.e been provided with a copy of 'Plorlda's Construction Lien Law - HOIeOWDer's Protection
Guide- prepared by the 'lor Ida bepattlent of Agriculture and CORlUler Affairs. If the applicant is so.eone other than the
"owner", I certify that i hav! obtained a cop, of the above described docUlent and prolise in good faith to deliver it to the
"owner" prior to collencetent.
E. CONTRACTORtS/OWNER'S AFFIDAVIT
I certify that all the Infor.ation in lbis applicalion is accurale and lhat all wort will be done in co.pliance with all
applicable lawS regulaling construction, loning, and land de,eloplent.
Application 18 hereb, I8dd to "btain a per.it to do work and InstiillaUon a8 indicated. I certify that no work or
inetallatlon he' COIIenctd prlbt to issuance of I per.it and that III work viII be perforled to .eet standarde of all laws
regulating conltructlon, tilt todee, *onlog regulation., and land developtent regulalionR in the jurisdiction. I also
certify that t underlldnd that the regUlation. bt bther goterhlental agencies .a, apply to tbe'lntended work, and tbat it is
IY responslbilily to identit, what action. 1 .usl take to bI,la COIPliance. Sucb agencies include but are not lilited to:
. Deparltent of Bn,lronledlal Regulation - CypreBI Barbead.; Wetland Areas and InviroDlentally Sensitive Lands,
Valer/Wastewater freatjent
. Southwest Plorlda Vater Managetent District - Wel18, Cypre" ba,heaaa, Wetland Areas, Altering Watercourses
. Ar., Corps of lnQineer' - Beawalls, Docls, la'igable Waterways .
. Departlent of Health I lebabtlltiti,e Ser.icet, Infltoblenlal Health Uolt - Wells, Wastewater 'reatJent, Septic Tanls
. US lo,irODleDtal Protection Agen~ - AtbeRtos abateleRt . I
I alRo certify that, If fill .aterial is to be used In Flood Ioh@ 'A' or -A,etc.", it is understood that a drainage plan
addressing a 'cotpensatlng ,01nteR wIll be subtitled which 18 prepared by a prOfessional engineer registered in the state of
Florida prior to pet.ll. IssuaAte.
. A per.lt Issued shall b8 construed to be a license to proceed .lth the work and not as authority to violate, cancel alter, or
set aside any pro,lalon. of the technical,codes, hor shall IB8uance of a per.it prevent the Building Official frOl tbereafter
requiting a corr@ctlon ~r trrore in planB, contttuttlon, bt .iolations of any code. Ivery peIlil Issued shall becOIe invalid
unlesA tb8 work autborllfa bt IUch perlIt 18 tOll8nced within .1. IDDths of Issuance, or if work authorized by the peIlit is
suspended or abandonea tor a period of slllOftth. after lhe UII@ the work is cOIlenced. One 90 day eltension of tile, JaY be
allowed for the petitt 11th fee cbarge of t15.00. . !he ealen81on.~hall ~e requesled in writing to the Building Official. An
approved InApectlon lUst be logged during each sl. .unth ~tlbd,'or the project will be considered abandoned.
VIIRllllfG TO OWnA! YOOIl FAlLURI to RICORO A lOfICI or c...ICIIIft MAl RISUtT IN YOUR PAYING "'ICI FOR IHPROVEKliKTS TO YOUR
PROPERTY. 1P 100 ntlllU to ()(rtAllI FIIIAItCIIG, COISULt Vld'tootI t.t1l01lA OR All ATTORIIY BEFORI RICORDING YOUR NOTlCK OF
llJIIIIICIlIIII. J1.1IS" .MIIt 'I tAWlIlO lOt laD 10 Rll.llllfillD IOlIr A '1IIJflCll OF ClIIIIBIICIIIIm'.
~~.,~<
SIGWAIURI! UIfIIR OR 1GB'" SIGJ(!IURI: CORlRAe
, I". . .
Randy Allen Daniels
NolarY public. stBtJ e 01' :'~~~
My cornm, EXDlre5 en .
No. CC614195 .
. 81 Notary 5ervtce
SIATI or FLORIDA
comt OP
The foregoing
before me R
. Randy Allen Daniels
NotarY Public. State of Florida
My Comm. Exolres Jln 16.2001
. No CC614195
Thru: Official Notary Service
d
(Si~e)
: ,,, . 1/'/ /J/h'V/G~
" (Name Typed, printed or stamped)
. . NOTARY PUBLIC
L.
~:'~~~I::: ~~;3640i' .' . ..:~I:~ E' ~~~'(6131 762-2616
ALU,.,lflllg,MI&1CON CREtfE, INC.
:_,...-" L '" -: ,1";- '. r: ~
~f\ '-(' U I u A Gr~ 11 W / LDIif?- S
ADDRESS I~Dr-s'O 0Q3S' sr~IJJlE>>.r p,qrtl
SHIP. TO Z- f PH tU I L..Y' f"-J. .i'~J':f./
DATE 1-J -.) __-q~
PHONE
;:. i .>:' ~
SOLD TO
/ /l/C.
...
00.00
.)S"'() . 00
7ft). {)O
~.
PERMIT
PRIU
TAX
~
The underslpM!d ..rees to pay
()::;IN~ON~~ /
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LEGALDESCIdJ'110N:
'.
Lot so orSTE'HEN'SOLENAT SILVER OAKS, PHASE TWO
accotdlhC; toi:the' map' tlt: plaflhc~or III rerorded In Pial Book :41,
P"Je' ::150Iared ;1'Jloflho .Publlc~ Rcc:o~ of Pn~o County. f~orida.
Nan:8:!::' l~l::{ .j: i;i;1.l', 1;.,1:; : j' : ':i:i'c;'~J' . . "',"~.,,< '.
. If"
1) Under,J1Ound, improycntenll,' I' any. not measured.
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SECTION 3
EDGE BEAM
r x 2" OPEN BACK
ATTACH:D TO FRONT POST wmt
.10 x 2" SMS, MAX. 8. FROM
EACH PlR..N AM} 24" O.C.
FRONT WAll. PlRJoj
COW'OSITE ROOF PAtELS:
(4) n) x (t + 112") WITH
WITH 1-114" FENlER WAStERS
PER 4'-0. PANEL Aca>99 nE
FRONT AM} 24" O.c. ALONG
, 9I>ES (WALK.ON)
2" x 2' OR 2" x 3" HOlLOW
SEE SPAN TABLE tEADER
CHAR RAL AM} KICK PLATE
2" x 2" HOlLOW RAL
POST ATTACH:D TO BOTTOM
WITH Wt (2) #10 x 1-112" SMS,
N S~ BOSSES
EXl9THJ SLAB MAY BE USED F
N OOOD CONJI11ON AM} APPROVED
BY nE BUI.DNJ OFFICIAL
(1) "'11112" X 3-112" kBt-BOt.T8
APPROVED FOR 88M lFlFT wmt .
STD. PLAn:D CUT 8lEB. WAStER
(1) 3/8. BOLT FOR 3" POST
(2) 3/8" BOlTS FOR 3" X 4" POST
SCREEN, VINYL & GLASS ROOMS
---------
o
o
..
TYPICAL CORNER DETAIL
TYPICAL UPRIGHT DETAIL
Lawrence E. Bemett, P.E.
eM. "...,. .. DE\'I!I.OflMIM' ooraa. TANr
P.o. lOX ... IClU1H DAYTONA. A. 8ItIt
'JBSlHCltoI! (004) m-4174
FAX (104) m.t8IJI
SEAL
PACE
BIlE WAll. H:ADER ATTACtED TO
... X 2" OPEN BACK WITH MN.
(2)#10 x 1-112" 5MB.
BIlE WAll. Pl.R.NS ATTAct-ED TO
... x 2" OPEN BACK WITH Wt
(2) .10 x 1-1/2" 5MB. N
SCREW BOSSES
FRONT AN> SDE BOTTOM RALS
ATTActED TO CONCRETE WITH
114" x 2-114" MASOhRY QUCK SET
ATe" FROM EACH POST AN)
24" ON CENTER MAX. AN> WAllS
A Wt ... FROM EDGE OF CONCRETE
RISER PAN3.S:
(3) #8 x 112. SMS. PER 12" PAN3.
tt:ADER ATTActED TO POST wrrn
MN. (2) #10 x 1-112" SMS, N SCREW
BOSSES
2" x 2", 2" x 3. OR 3. x 2" HOLLOW
SEE SPAN TABLES
FOR SNAP EXTRUSIONS aiAA RAL
ATTACH:D TO POST WITH MN. (2)
:f1O x 1-112" S.M.9. N S~ BOSSES
... x 2" OPEN BACK BOTTOM RAL
114" x 2-114" MAS~Y ANCHOR @ 6"
FROM EACH POST AM} 24" O.c. MAX.
72
@ COPYRIOHT 1808
NOT TO IE ._ hDDlICED IN WHCU: OR IN PART WITHOUT 1lE WRTTBI PlHI88IOtf OF LAWIB<<E E IIENETT. P.E.
SCREEN, V~YL & GLASS ROOMS
SECTION 3
3-1/2. SLAB ON GRADE
OR RAISED FOO'THG
<--LW--.
FOR MAX.
lFRIGHT
L.ENGTH
/~
I
ROOF
'-""
SELECT EDCE BEAM TABLE 3 . 1 . 1 AHl/OR TABLE 3 . 1 . 2
:x:
1"x:l'
-1
VARE8 NO MAX. (ELEV. SLAB OR ON GRADE)
TYPICAL GLASS ROOM WITH SOLD ROOF. TYPICAL FRoNT YEW ~G
" (tsGHT OF lFRIGHT 18 Y:ASlJE) FROM TOP OF 1"x2" PLATE TO BOTTOM OF WALL BEAM)
AI.. TERNATE CCNECTlON AT
FASCIA ALLOWED
SEE SECTION 7 FOR DET ALS
SOLD ROOF
LOAD WDTH
FOR ROOF PNELS
G=L:;+P/2-
---
--
SIZE SEAM AHl COLIMNi
PER TABLES
J
O.H.
EXlSTJIlG
STRUCT\R;
VARE8
P . PRO.ECTlON FROM SLOG.
LW · LOAD WDTH
L- P VARES ---l
TYPICAL SCREEN I GLASS ROOM
NOTES: ANCHOR 1" x :r OPEN BAa< EXTfIJ8ION WITH 1/4"x2-1I4" CONCRETE
FASTBER MAXMN OF 2'-0" ON CENTER AHl wmtN B'" OF lPRIGHT
ANCHOR 1" x :r TO WALL WITH 2-1/:r t10 8I-EET t.t:TAL saEWS WITH
WAst-ERS 2'-0" ON CENTER. ANCHOR BEAM AKJ COLWH INTERNALLY
OR WTH ANCHOR a.P8 AKJ t10 SCREWS AKJ WAstERS.
MtN.N SLAB THCktE8S FOR SLAB ON GRADE 18 3-1/:l' CClNa:ETE.
8B.ECT FRONT WAlJ: BEAM FROM TAII..E U8tG LARGER "A- VALlE OF
P/2 OR PI2 + O.H.
"P" 18 a.EAR DISTANCE FROM HOST 81'RUC11R TO FRONT WALL BEAM.
Lawrence E. Bemett, P.E.
alii. EMa't!Bf - DE\lB.CA8IT CONtJU..TANr
p.o. lOX ..... 8ClUTH DAYTONA, FL 32121
1II.JIIHOtoE (104) 7rfT-4T74
FAX (104) 7rfT-_
SEAL
PAGE
@ COPYRIaHT 1098
NOT TO lIE RE1"AODlICB) .. WHOlE ClR .. PART WITHOUT DE WATTEN PlHIll8ICN OF LAWRENCE E IIENETT. P.E.
69
SECTION 3 SCREEN, VINYL & GLASS ROOMS
Table 3.2.2: Allowable Upright Heights Screen, Vinyl and Glass Rooms
Aluminum Alloy 8083 T"
2" x 2" x 0.055" Hollow Extrusion
Wind Zone
load 102 M.P.H. I 110 M.P.H. I 120 M.P.H. 125 M.P.H: I 140 M.P.H.
Width ApDlled load
19 , /Sa. R. 23" /Sq. R. 26 " /Sa. R, 29 " lSa. R, 36 , 15q. R.
36" 12'.3" 11 '.1" 10'.5" 9'.11" S'.ll"
42" 11'-4" 10'.3" 9'.S" 9'.2" S'.3"
48" 1 0'.7" 9'.7" 9'.1" 8'.7" 7'.S"
54" 9'.11" 9'-1" 8'-6" 8'.1" 7'.3"
60" 9'-6" 8'.7" 8'.1" 7'.8" 6'.11"
66" 9'.0" 8'.2" 7'.9" 7'-4" 6'.7"
72"" . 8'-8" 7'.1 0" 7'.5" 6'.11" 6'.3"
78" 8'-4" 7'.7" 7'.1" 6'.9" 6'.0"
84" 7'.11 " 7'.3" 6'.10" 6'.6" 5'.10"
90" 7'.9" 7'-0" 6'.7" 6'.3" 5'.7"
2" x 3" x 0.050" Hollow Extrusion
Wind Zone
load 102 M.P.H. I 110 M.P.H. I 120 M.P.H. I 125 M.P.H. 140 M.P.H.
Width ADDlled Load
19" /Sa. R. 23 " /Sa. R. 26 " /Sa. R. 29 " /Sa. R. 36 " 15a. R.
36" 16'.10" 15'.3" 14'.4" 13'.7" 12'.3"
42" 15'.7" 14'.2" 13'.4" 12'.7" 11'.4"
48" 14'.7" 13'.3" 12'.5" 11'.9" 10'.7"
54" 13'.9" 12'.6" 11'.9" 11'.1" 9'.11"
60" 13 '.0" 11'.10" 11'.2" 10'.6" 9'.6"
66" 12'.5" 11'.3" 10'.7" 10'.1" 9'.0"
72" 11'-11" 10'.10" 10'.2" 9'.7" S'.8"
78" 11'.5" 10'.5" 9'.9" 9'.3" S'-4"
84" 11 '.0" 10'.0" 9'.5" 8'.11" S'.O"
90" 1 0'.8" 9'.8" 9'.1" S'.7" 7'.9"
2" x 4" x 0,050" Hollow Extrusion
Wind Zone
Load 102 M.P.H. I 110 M,P.H. I 120 M.P.H. 125 M.P,H. I 140 M.P.H.
Width ADDlled Load
19" lSa. R. 23 " lSa. R. 26 " lSa. R. 29 " /Sa. R. 36 " lSa. R.
36" 20'-9" 18'.11" 17'.9" 16'-10" 15'.1 "
42" 19'-3" 17'.6" 16'.5" 15'-7" 13'.11"
48" 17'-11" 16'-4 " 15'.5" 14'.7" 13'-1"
54" 16'-11" 15'.5" 14'.6" 13'.9" 12'.4"
60" 16'.1" 14'.8" 13'.9" 13'.0" 11'.8"
66" 15'-4 " 13'.11" 13'.1 " 12'.5 " 11'.2"
72" 14'-8" 13'-4" 12'.7" 11'.11" 10'.8"
78" 14'-1" 12'.10" 12'.1 " 11'.5" 10'.3"
84" 13'-7" 12'-4" 11'.8" 11 '.0" 9'.11"
10" 13'.2" 11'-11" 11'.3" 10'.8" 9'-7"
Notes:
Glass Rooms: The addition of aluminum frame windows with glass panes that are designed
to 110 M.P.H. wind load requirements to the above upright sizes increases the strength so that
additional framing Is not required.
Using screen panel width 'W (See typical glass room drawing.), select upright required from
the maldmum height allowed fot each extrusion.
Screen Splines on 3" side. extrusion turned with 3" side parallel to sole plate.
Lawrence E. Bemett, P.E.
avL INJN!I!R .. DE1/ll.ClfIMWr ooretI. TNIF'
P,D. lOX ..... ICU1M DAYTONA, A. 111I1
~ (104) 787.4774
FAX (104) 787-_
SEAL
PAGE @ COPVRIGt-fT 1008
80 NOT TO IE HLn,ClDUCED .. WHOlE OR .. PART WI1HOUT TlE WRITTEN PEJU88lON OF LAWA:NCE E IIENETT, P.E
ALUMINUM FRAMING COMPONENTS
l1"f
JJ
It · 0.24 In.'
WT · 0.28 pll.
Ix · 0.14 In.'
8x . 0.18 In.'
8083 - T8
,2.1
OJ
SECTION 8
It . 0.50 In..
WT . 0.57 p.Lf.
Ix · 0.28 In.'
Sx . 0.37 In. ·
8083 - T8
1" X 2- X 0.044- OPEN BACK SECTION
2- X 2- X 0.055- PATIO SECTION
,2"1
OJ
It · 0.32 In.'
WT · 0.37 pll.
Ix · 0.18 In..
Sx · 0.24 In.,.
8083 - T8
,2.1
OJ
It · 0.84 In..
WT · 0.74 p.Lf.
Ix · 0.75 In.'
Sx · 0.70 In. ·
8083 - T8
2- X 2- X 0.032- PATIO SECTION
2- X 3- X 0.050- PATIO SECTION
,2"1
OJ
It · 0.38 In..
WT · 0.41 p.LI.
Ix · 0.19 In. ·
Sx · 0.28 In. ·
8083 - T8
,2"1
l
.
J
~
s:
It . 0.75 In. ·
WT . 0.88 pll.
Ix · t53 In.'
Sx . t07 In. ·
8083 - T8
2- X 2-.x 0.03S- PATIO SECTION
2- X 4- X 0.050- PATIO SECTION
,2"1
OJ
It · 0.42 In.'
WT · 0.48 pl'.
Ix · 0.23 In.'
8x · 0.31 In.'
8083 - f8
~- X 2- X 0.044- PATIO SECTION
Lawrence E. Bennett, P.E.
CJVL I!!NfJH!E/f - DEWLClfIME!HT CONSU.TANT
P.o. lOX 43lII, IOU1H DA 1TONA, R. 32t21
lB.S'HONE (804) 7ff1-4T14
FAX (1104) 7ff1-_
SEAL
@ cOPYAIBHT 1088
NOT TO IE ._'IlODUCED It WHOlE OR It PART WlTHOUr nE WIUTBI PlHIIIION OF LAWfENCE E.1BtETT. P.E. 135
PAGE
SOLID ROOF PANEL PRODUCTS
SECTION 7
~.~.
PAN ROOF ANCHORING DETALS
EXIS'I'NG TRUSS OR RAFTER
SEALANT
lEADER (SEE NOTE BB.OW)
#8 It 9/18. SMS. (3) PER PAN
AN) (1) AT RISER
#10 x 1-1/2" S.M.S. (1) PER RAFTER
OR TRUSS TAL
ROOF PAtS..
#10 x 3/". 8.M.s. AT 12" ON CENTER
'8 x 9/18. SMS. (3) PER PAN
AN) (1) AT RISER
AL TERNA TE CONECTION:
'8 x 1-1/". SCREWS (3) PER PAN NTO
FASCIA lHlOUGH PAN BOXED EN)
EXIS'I'NG F ASeIA
ROOF PANEL TO FASCIA DETAIL
lEADER (SEE NOTE BB.OW)
'8 x 9/18. SMS. (3) PER PAN
AN> (1) PER RISER
FOR MASONlY USE 1/". x 1-1/". TAP-CON
ANCHOR OR EQUAL AT 2... ON CENTER
FOR WOOD use t10 x 1-1/2" 8.M.s.
OR WOOD SCREWS AT 12" ON CENTER
ROOF PAte.
'8 It 9/18. SMS. (3) PER PAN
AN) (1) PER RISER
EXlSTfoIG HOST STRUCnR:
WOOD FRAME, MA~Y OR OnER
CONSTRUCTION
ROOF PANEL TO WALL DETAIL
NOTES: ROOF PNEL8 SHALL BE ATTAa-ED TO n-E !-EADER wrrH (3) EAai #8 It 1/2"
LONG COM08IOH .RE8ISTANT SH:ET MrrAL SCREWS wrrH 112" WAStERS.
ALL 80EW lEADS 8HAL.1. BE CAl1.kED OR SHALL HAVE tEOPRENE GASKET
BETWEEN THEWA8H:R NIl THE PAN.
PAN M8 8HALL FECEIYE (1) EAat '8 It 112" SCREW EAa-L THE PANS MAY BE
ANCHORED 'flIdJGH BOXED PAN wrrH (3) EACH .8 It 1" OF THE ABOVE SCREW
TYPES AN) THE ABOVE SPECFED RB SCREW.
Lawrence E. Bennett, P.E.
OVI. EMJN:ER - DEVELGft&IT COMlLI. TNIr
P.o. BOX 43e8, 8OU1H DAYTONA, Fl 32121
lB..B'HOfE (804) 787"4774
FAX (804) 787-eaese
@ COPYR!aHT 1098
NOT TO BE IE'RClDUCED t4 WHOlE OR t4 PART WITHOUT nE WRITTEN PEIWISSlON OF LAWRENCE E. IENETT, P.E.
SEAL
PAGE
113
SECTION 7
SOLIDfROOF PANEL PRODUCTS
SEAL
PAGE
120
T8b.. 1.1.2: AllowldtleS,*,* tol' Indueby SlaIIdItd Rite' Panels 'or Various Loads
AlumnUM Moy31oa H.14 or H.2S..
). . tl" . '.0"" ....t .......
Ene~.d aUlIdIna.
Wind ApplIed OVtl1llna Condlllon Wind Applltd Overheno Condition
Ailalan LoIId NONI t..... 1'''. "... ...... Ailaton .LoId NON!! t'.o" 1'.0" )'.0. 4'.0.
tOI M.PJl 17 "..". tl'." '2'.7' '3..... ,....... 101 M.PJl I' g'.I' g'"" g'.'" 10'.\1' 12'.2'
t10 M.PJl 20 10'.". 11'.1" ".... '1'''. 13'.r 110 M.P.H. )I 8''''' 8.... 9'.3' 10'.3' 11'.6'
t20 M.PJl 23 '0'.,. 10'.5. ,O'.tt" 91'.i.. ,r.it" 120 M.P Jl ..t 7'.8' 7'.\1' 8'''' o'-g' 11'.1'
UI M.P.H. 2. r.r ".'0" 10'.r "..... 1N. 12. M.P.H. ..8 7''''' 7'.7' 8''''. 0'-6' 10'.10'
'''0 M.P.H. '32 r..' ...". r.7. ,O'.r "'.,.. 140 M.PJl 88 6'.7' 6'.10' 7'.8' 6'.\1' 10'-4'
3. . 12. . '.OJI. ...., .......
Ene~.d Buldlngl
Wind ApplIed Oftrhelll CandIIIon Wind Applied Overhlng Condition
....ton LoIIj(. NONI 1'.0. 1'.0. 3.... ....0. ....ton load NON!! 1'.0" J'.o" 3'.0. 4'.0.
102 M.PJl 17 13'.tt" 1....1. '4.... 15'.1" ,..... tOI M.PJl 21 10'.8' 10'.10' "'.4' 12'.3' 13'.4'
"0 M,PJl JO lr.'O' 12'." '3'.5' \....1. tS'.\' 110 M.P.H. )I g'.8' g'.'" 10'.6' \1'.5' 12'.7'
110 M.P Jl U It'-". tI..\. \r.7' 13'.4' t....II. 120 M.PJl .It 8'.11' 0'-2' 9'.10' 10'.9' 12'.0'
t II II.P ,H. 21 tI'.3' " .1I' "..". 12'... 13'. to. tll M,PJl 48 8',7' 5'.9' 9'.5' 10'.5' \1'.8'
t40 M.P.H. 32 t 0'.2' 10'.... 10'. tt" 1 \'.g' 12'.\ \. 1401l.PJl 68 7'.8' 7'.11' 8'.8' O'.g' "'-1'
3. . 12. . OMI" ,..., ,.....
0Ilefl........ Ene~.d Buldlngl
Wind Applltd Oftrhena CandIlIon Wind Applied Ovelhana Condition
AI.ton IMd NON! ,.... I.... 3'.0. ....0. AiI.1on Lo.d NONE t.... 1'.0. 3'.0. '4'.0.
101 M.P.H. 17 IS'.II' 111~8' 15'.W ,..... IT.... 101 M.PJl 21 11'.9' \ 1'.\ I' \2'.5' 13'.3' 14'.3'
"0 M.PJl 20 14'.2. ,....... 14'.,. tll'.II' '6'.3' 110 M.PJl 36 10.... 10'.1\' 11'.5' 12'.3' 13'.5'
t20 M.P.H. U 13'.3. '3'.5. '3'.'0' '4'.8' '5'.5' 120 M.PJl 41 g'.\ I' 10'.1' 10'.8' 11'.7' 12'.9'
tll M.PJl 21 \2'.11' '2'.7' '3'.,. 13'.Ur ,....,.. 12. M.P.H. 48 9'.5' g'.II' 10'.3' \1'.2' 12'-5'
'40 M.PJl 32 "'.3' 91'.5. "'. tt" '2'." '3'." t..O M.PJl 58 8'.6' 8'." 9'.4' 10'.5' 11'-8'
Not.: Tolal roof p.nel wIdI1- room wid" IIIUI well wfdfllllul overtt.nll.
3. II U.. OJl1r...er ..-..
Tabl. 7.1.3: Allowable Spans tor Indusby Standard Rls.r Pan. Is for Various Loads
Aluminum Allor 3105 H.28
Ene....ad.......
Wind ADIlMG Overhlna Condition
Tol..... ReGIon LoIId i1i5Nl" 1.... 2'.0" )'.0" 4'.0.
. . II 2. '3" Jj., 4"3" \4'.11 15'.10"
38 IX. ,. 3.1 13'.'0" 14'.10'
ttIIt "" , '.2" 12'.11' 14'.0"
LPH AI 0'. \. 1'.8' 12'''' 13'.7'
...1 '0'''' "'.8' 12 .8'
Wind
AilI110r
102M"
110 M,P
1 H M.P
UI II"
,..oM.P
Y.,r.
~ Ii:i;;t "......... 3.....
1? ~ r.lf' '4.... 18'.1'
H 12'''' 1'.". 3''''' '4'.\'
",s ,.t1. 1:1'.' ':1'''' 3'''''
2t ".1I' ,t..... ".,.. ,lI'",
. 51 1M. tll'03. ,11'.10" t t'.r
., .
~I
Wind
..... AilI11nn
'5'.'1' t02 M.PH
'8'.,. 110 M.PH
,.'.... 120 II.P-"'.
'3'.11" U'M.P.H.
tr.tO" 140 M.PH
,I'~
Wind
, ~..~ AilG10n
:Im
'I 11........
, t40 M.PJI
B
.tt.
3.U'
.
W\nII, ; Ill! ilIIM
Ail ' L """
',.
Note: TotIIroofll..hl'....................."pkI. _rhlng.
Lawrence: E.. BemeU.' P.E.
awl..... .o!.~."""Mr
11.0. lOX .... eount DAV1'ClHA, ... 'ant
l1!I.II'HCIHI (ICM. m..."...
PAX (104) 117.....
Ene.....d -
Apphd Overhe.... Condition
LOIId NONe t..... 2.... 3'.0. I 4'.o~
2. 10'.7" 10'.11' '1''''' 12'.2" 13'.3"
n lI'.r 11'.10' 10'.5' 11''''" 12'.6"
4' 8'.11' 9'.1" 1I'.g" 10'.9" 11'.11"
45 8'.8" 8'.g" g'.S" 10'.5' 11'.8"
51 7'.7" 7'.10' 8'.7" 9'.8' 11'.1'
EncIOll
ADDlIed
LoIId ~
2. tx...
31 1.3
41 10'.1l"
45 11'.11
51 8'.11
Overhena Condition
,..... 2'.0" 3'.0"
tx..' '2'. 1 13....
".5. 1'. 1 12'.9'
0'.7. "'.2. 12....
1.1 10'.8 11'.7.
11'.1' 11'.11 10'.11'
4'.e.
14'.11"
13'.10"
13'.1'
12'.0'
11'.11'
@ COPYAIOHT 1DO.
NOt TO II! l.a I DIl'~ N WHCIJ! on N ,MT wmtClUT lHI! ~ PBUS8ION OF LAWRENCE E. EENETT, P.E.