HomeMy WebLinkAbout96-5627
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BUILDING PERMIT--
CITY OF ZEPHYRHILLS Permit 11!
(813) 788.6611
J-5627 ~
- . - -
Date ~-:2 7- ?./:,
~~ ELECTRICAL PLUMBING MECHANICAL
P,opertyOwne" ,4ifQ J-1~
Job Address: "- -S R- kO /-~,,# tJ!.u.-e
Parcell.D. # / /-:J....6 -';)./ -.. C> 0/ D- I3:>CJ 0 - (') / I (
Zoning: Energy Code: Radon Gas: ~ / Y
Description of Work U ~ ("'J-'i /-
Sewer Conn
Water Conn:
Water Meter:
T,I.F.'s:
FINAL
~-l-~("
DATE
NO OCCUPANCY BEFORE C.O.
Permit Fee
Signature
Company
Address
Telephone#
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
Valuation or
Contract Price
/ 2 o-z; - d""i)
~
City License Registration # J?C3
State Certified License#
fJ..I'() O~
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
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 ($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.
,....
It.Pl'LlCAnON FOR. P8RKIT
CITY OP ZEPlIYBPlT.T $
BUILDUG DEPAR'l'HEN'f
OWNER'S 'NAt1K GEiJI<.~ . (},ftJPfI..{'O
OWNER'S ,Al)I)USS J>~'bt) J b z::ct /It/C.
, PHONE
JOB ADDllE:SS
vJ9jtJ€ '
LEGAL DHSClUPtlO,,: L01'(S)
BLOCK
SUBDIVISION
PARCEL ':(.D.I. I /~ ).t:. J-J::" 0010--- / '3 700_ 0 it J (QPT4IH ~OM PROP~Ft~ TAtl~Q.'U.G,t}.
WORK PROPOSED: V)lew' eon&truCtion --...Addition ---Alteration Repair _...~I.r.~ tt...ll
~i&U
~ve
---.D~lisb
v" '"
PRO.PQSEI.l USE: -JiI18le FilIitily
_ec..ercial ,
,---.J:i/F
_t,of,UnibJ --HIU
_~t. ---.Swia., Pool, _Otl:lcr
Res tau.r~t fJ Health Departaent Approval
'J"
_BU1'(~ODlG
DESCRIP'l"ION OF WOnK: ell/? PI) to- r
BUIIJ)DlG Sl2.B: / r x .J.~ , f/1 Square Feet, ,. if) i ' Ueight '
, ',I f ~ ",-," *,. , f'
RES1DEli'Jl"u.L: ATrACll (2) PL01' .fWS , (2) SETS OF BUILDING 1>>L.UlS " (1) SET mUmGYFORtlS.
COnL-1fRCr..I\L: AT'l'AW (3) SiTS, OF BUILDING PLANS fJ (1) SlIT ENERGY FORKS.
PROllERTY SURVEy" ~unum FOli ALL NEW CONSTRUC'lION.
.' I., - .
, '" , ' PRRKITS JEOU~STED
/ J"'OO .00 Valuation' of Tocal Construction
,
$
RT p.::.l'RICoU.
AIIP Se;rv~ce
Florida Power Coep.
W.R.E.C.
---llEC:LiAHICAL
~Lll'mDlG
TYPE 9P 4COHSTRUC':t'l;OM: ,
$
V~ti.OI1 of Hechanical Installation
l ~ , "
GAS
ROOFING
S:rECL\LTY
. ,
.'
It.l~, _Fr~ _Stee.).
Other
...' ..' ,r,:, ~
Y.un:SBE,I~ FLOOli ELEVAnOHS:
FT.
IS PllOJECT IN FLOOD 20N2 ~f
YES
NO
.**~~~!.*~.****.....**.***.*..**..***....*
, I
Signature
~~
CONTRACTOR SEC"I' c.l
mHPAHY .. ' /lCE.,tfL.tf pl "
State Cert. orRegiat~ I: C~C,G 3lf6.F-D
City License Registration f J> ,1'
*****.~**.*.**...*.********.*****.***..*..
~, I'
. ~. ~ ; /'
BUll DRH:
EI.HC'l'RI~(Ali
,,"" j COMPANY'
State ~rt. or Regist. f
City License Registration'
.**_..*..........._-*......_-*-*-_........
S i ROil tUJJ~
PI,UMBER
COMPANY
State Cert. or Beaist. ,
City License Registration t
****..*****.******-**.*.********.*********
Signatu r4~
{f
HECHAHl~~
, COMPANY
State Cert. or Regist. ,
City License Registration.
**.****************-**************....**.*
Signaturl~
OTH F.R
***_..a*_*****it"
COKPANY
State Cert. or ReSist. .
C.f.,r Licen.&e Regiatratioll ,
~*******-*.**.*******
S igo.a t,; Ire
APPLICJ'nON APPRot'ED RY _
PERMIT OFFICER.
COND~TlONS OF PERKIT AFFIDAVIT '
A. nOTICE OF DEED RESTRICTIONS' '
!be uiJdersigDed UDderltaDda tliat tbiapuaitay be Abject to 'deed reatric;UOII8', 'whieb ay be lOle, restrictive thaDCity
reguliltiOll8. lbe UlldeBigae4 I8IUIIe8 ,reapoalibUitr for COIPliaIIce 11th lUll applicable c1eed restricUODI. '
B. UNLICENSED' CON'l'RAC'l"ORS AND CON'l'RACTOR RESPONSIBILI.'l'IES" , '
If the iJiiDet baa laired i QmtriCtoror CODtractora to lIDdertUe IIOrk, they IiY be required to be liceqe4 lA ICCOriuce ..ith
state a1ld local reguli~.;'. If the coatnctor 11 DOt liceD&eC118 reQUired ))r law, ))oth thi:.m.mer aD4C01ll;rictor ~r be
cited fllt i aisdeleaDOr "ioliuOllUD4er ltate law. If the 0lfD8(, orlAteoded COIltractor are' uiiCertaiD as to Mbaf liCllDiillg
requilelleDU ar app1, for the 'inteDdecl MOlk, 'ther are advised to COIltact the Cit! of lepbyrhilla Building De~~f (813)
188-6Ul. . ,," ; .....'.. " "","""d' "
. ,
FurthullOre, if the 0IlIlIr baa bUed a contractor or contractora, be is adviaed to ban the coDtractor(a) aiga portioDa of the
'CootuiCtor SectiODl' ofWa appliCitiOll for .midi,they ..ill be reapoDiible. If fOU, as the ~ ai!Jll as the CQ,Pt[iC~,
lOll an iAdicatiDg tbat.JOU, rathertball tile CODtriCtor, are rea(lQD8ible for the _k. If the COIltractor .iahea r~' to sigD
~ CQ[lt[actor that lIIll.:be lUl iDdicatiOll that be is oot properly lieeDIed aDd is DOt entitled to peraitUog pdvil~~ ~ th,e
Cltv [If Zenhvrbilla " "".' ' " ' ,. , . ' "::, d', :-:." ,..".
" a-. ., . 0" '. I '
C. ~rRANSPOR'l'A'l'ION IMPACT FEES AND UTILITY CONNECTION FEES
D. !~ONSTRUC'1'ION LIEN LAW (CHAPTER 713, FLOllIDA STATUTES, AS'AHEN)lED1,
1 certify that 1, tbeappliCillt, Jav.1leea provicled lith i copy of "Florida'. CoaatrucUoa Lie.a Law - HoIIeoMDer'.ProtecUcm
Guide" :preparec1 by the Florida Departllent of Agriculture aod CoDa",.r Affairs. If the applicant is ao.eona other tbaDthe
'ower', 1 certify that I tal,. obWDed i copy of the above deacdbec1 docwIeIlt aod prOliae in good faitb to deliver it to the
'olllner' prior to ~l)~_i1t. ..,,' '., ' ,', '"
, 1 I.,
E. !::ON'l'RAC'l'OR'S/OWNER'S' AFFIDAVIT
I certify ~t ill tbe'WonaUcm.~~applicaUOII'ia ac:curateaod~tall ak llillbe~'iJfC:olpllance.ith'all
applkable lid regulating CODItruc~fiooiDgiaod 'laod deYelOplleAt. . - " , ",
. ,"'<".:'.:''-'.~.!;'.','' ',' ".",.,':' .>....,.....~..,I. ~ ,""," . I
ApplkatiOll 1Iberebr IadetOob~ilpenit todollQrk aD4 iDatallaUon l8iD4ieated.lcertify that 110 ak or.' '
inataUat1011 baa ~eapti9r~']~~~Qfi:P,eWtaD4,tbatall.GJ- ,111i1i perf.to..~ atiDllarda of aU ~.a
reguhting cooatructioa,' CityCodtlai'.~ .'~egu1iP0D8i an4 ,l~ de"elOPI8Dt .r~uliti0D8 in' the iud~ctiOll. I also '" .'..
eerthy that I UDdarttiUlll that tile' rfl9ll1aUOU' of ., other goiUJllelltal agenciu' iiI apply to the intended IlOlk, aD4 that it 1i
IY rellponaibilitr to ideDtify what ~tiOna llI\I8t tale to be' in COIPlialice., SllcJl agencies ioclude bllt are oot liaited to:
* ~jltae.at of IDvirODlelltal Requ1atiOll - CJpreaa IIIrbeada, Wetland Areas aD4 Bn'irODIeDtillr Sensitive LaDda,
. . .'.. ~ter/Ml8teAter !natleAt ' "
t Sou~lIIeat Florida ~ter llanageaeot District - .UI, Cypreaa Baybeadl, MetlaD4 Areas, Altering "atercoUlaea
* An i COrpl of Knqineers - Seawalls, Docks,' 'av~gable "ateEVaYI
. .!!.I!llrtaent of Health' RehabilitaUve Senicaa. IDvirODlellW Bealtb Unit - MeUa, "illite.ilter freatleDt, Septic liUlU
t y!"~vironaenW Protection Agency - Asbeatoa ibatuent, .
1 alai) certifJ that, 1ffUl atetw 11 to be uaed ill Flood lODe "A" or "A,ete.', it is Ulldetatood that a iltaiaage pllUl
addrelliinq a 'CQlpeDlitiDgVolUle' .illlle aublitteclllhicb 11 prepared br a profeaaiooal engineer registered in the State of
fl1otid~L prior to pen1t ialUilACe..'"...". '
A ~lIlit iaaued aball becoaatrued to be i liceD&e to proc:eecl .ith the tlQrk aDd DOt as authority to ,iolate, caDCel alter, or
6et G side lUll pro"iaioDa of the tecbn1cal codes, DOt &ball iaa\liUlCe of a peIJit prevent the Building Official floa thereafter
requi ring a c:orrec:UoQof eaor. ia .pljIDI, CODItructiOll, or violaUooa of lUll CQI1e. Ivery perait 18Iued Jiball becoIe. iDvali4
unllUi a tbe IIork authori...,br allCb perlit ls COl!N8nctcl tdtJda au IODtba of iaaUitAce, or if.alO(k autbodled by the peBit is
suspuuled or aba_eel for i peri04 of ail atba after the tiM the _t 11 COMInced. (kIe 90' day ute.aaion of tile, JIllr be
alloulil for the ~t lith fee charge of 115.00. !be utension &ball be requested iIllldUng to the BuildiDg Official. An
applllVOO inapectiOD _t be logged cluriDg eacb ail _tit peri04, or the ploject .ill. be COII8idered abiDdoDed.
"AIUIl HG !O OWJIIR: YOWl FULUII !O UCORD A IOJICl 01 'CDHDCIIIUt' lilY USULr 11 YOUR 'AYUG !VICI fOi lHPJlOVIKD'tS !O YOUR
PROPllIl'llY. 11 YOU QrBID !O OBrAIJI ,IWClJIG, COHSDLr .,tlIIH YOUR LIJIDU OR AM lnoRllBY BIPORK RiCOBDDlG YOUR 1I0rICI 01 .
COUUUNIIT. -QIUII~'~QQ:II~ ~ go 101 IUD !O .-0 AID fOS! 1 '~R,
Si(;JfJl7URi: OWl OR AGUI SlWfUBK: COftJlAC!OR
I' : .~. :-
SU!E OF PLOUDA ' .. .: .
COUKWY 0'
The foregoing iD&tIWIent was acknowledged
befurB me this' , 19 by .
'....,:.,,/\ . ~
'. surK OP PLOR1DA
coum OF
The foregoing instrument was acknowledged
before me this , 19 by
\ ;, ~.,., j,. ,." ,
whq 1s personally known to me or who has
. produced
as identification and who did/did not
take em Oqth.
(Signature)
(Name '~ed, Printed or Stamped)
~OTARY PUBLIC
whol,s personally kAownto _ or who. has
pr~j~ced .
as :i.~lent1ficationand w~' ,4,id/di4, uot
takl3 an' oath.'. " .
. ." , '0.. .. .; ,- ~ . I~ .. ''; " 1 .
(Si\jDature)
(NalM~ Typed, P~iDted or Stamped)'
~~:Y PUBLI.C
'-..--
'....-----
ATTACHED ALUl\tl1tJUiVl COVEns
(2) 1-1/2" x 1--1/2" x "t" ANGLE
Oi< (1) U CHANNEL x "t"
It=-
~r.,.
",:1':1> -- ./
b ,-I
,'.,~
8u L8, 2~;OO PSi CG,iCf(f::1f
flr<E -tltl>:
lOP OF GRADE
j" )( 3- POST SfE TAr,!!:
(1) HAT CtlANNEL x "t"
3/B" x 3-1/2" DOLT
"t" IS THICKNESS OF
[{EQUIRED POST
. "..4 "'.
l'
..'4" -'1
. ~ . '4
--'--
1 16- 1
3"x3" BASE
~
'-
I
,.,
ALUMINUM CONVENTIONAL CONSTRUCTION
PORCH POST CONNECTION
3" x ;}" POST TUF:N lJOL lLD
TO .".NCHOfl RISil(
POST IN CONCRETE w/ ,4 g, 8AR
12" LONG
2-3/4. x 2-3/4" x 2- 1/2"
LONG )( 1/8" TUi3iNG
i-
POURED CONCRETE
REFER. TO TABLE 5
WELDED CONNECTION
>
-- ~
LL-jY
12" x 12. x 1/4" PLATE
I~';OLA TED FOOTING
3-1/2" CONC. SLAB
BASE ANCHOR CONNECTOR
FOR POST TO SLAB CONNECTION
NOTE: IF LOCAL BUILDING DEPARTMENT HAS A
MINIMUM FOOTING SPECIFICATION, THAT
MINIMUM SHALL SUPERCEDE THESE PLANS,
2'-0" MIN.
BEFORE SLOPE
1 f ,
______ . ";",,:":r'::III:::i1/:I,I1":;-;~"'I-r"" ~I'~
/ ' . "'''''',;:'''~JI,:.'~II.',:,."..
. NOTE: FIBER MESH CONCRETE DOES
NOT REQUIRE WIRE MESH
(1) #4 BAR CONT.
LAT SLOPE I NO FOOTING MODERATE SLOPE FOOTING
) - 2"/12" 2"/12" - 1'-10"
iOTE: NO FOOTING EXCEPT WHEN ADDRESSING EROSION
MIN. 2500 P.S.I. CONCRETE W/ 6 x 6 - 10 )( 10
WELDED WIRE MESH OR FIBER MESH CONCRETE
SLAB DETAILS ADDRESSING EROSION
STEEP SLOPE FOOTING
> 1'-10.
LAWRENCE E. BENNETI', P.E.
CIVIL ENGINEER &: DEVELOPMENT CONSUIIANT
P. O. BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (004) 767.4n4
FAX /I 1 (904) 767.6556
::....-.
Q (:)PYRIGHT, 1900
! NO r TO BE REPRODUCED IN WHOLE OR IN Il'.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
3
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1'lID 1'1:11 T\' III AS Ull1.:l1I::tH
ClJIlilElH O~IIE.llS
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,(IlP.SlDJ!.NTUL USE OHL,{~
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SUUU
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ULUCK
LOT
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tJ ft7 ~(;-.a
DI<(JfJHsc:?
I)ATE
. 1\1 1 urawln ~9 uha11 bQ drawn to lic..l.. for all parcQla or lotu fhu aeroa or 1e:.l8.
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Sll()~ I\LL ,'.xISl'lNC AND PROPOSED STRUCTURES CIVINC DDtENSION:l AND SIn'l1AC~.s, IIL:..~. 111lH CATE
I.li'( nOUH:; Of WATf..R AND nOA.OWA'iS (INCLUDINC NAJiES) ADJ^C~'f 'fO TilE PIlOPEIl'li', it/UICA'!'E
THE SIU, YEI~It. Nib NN1E OF HO~:t1.EI SUCII AS l1.' x 60'. 198\. FLEETWOOU,
~ll "EASL1EN1S", "RIeUT-OF-WAY" lmd ."JURISDICTIONAL LINES", lliulI~: be ahown 01\ all llj tP. plulI::l#
1>0 tlOT EIJCROACH INTO ANY EASEMENT WITH A STRUCTURE
1I0USt CONSTRUCTION
.,.__.: .It. Nt
PROPOSED ADOlfIO,..
"""'1: .-. .,'
.".~;c.DIL[ IIOME SETUP I
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I. 1I0AD HAW[ Rlhll "AWl
,
385',5 Palm Grove Drive
Zephlrhills, Florida 33540
ACE
ALUMINUM
,&-tn~- j(J. - - - I. .
3ytll.~
zEPIIY~NIl-~ rl.
::2 - :2/- 9e:.
Job No.
Phone: (8131 782-2818
'-
SOLD ro
ADDRi::SS
SHIP 1 0
DATE
PHONI:
J:; "ryo
-I
.
.~ I "l. /1 l- IS-; y /1
. .f'
L 1"< /Y, /'7.;' V '"
3-1I- .. 2X7
,
I-::::J ,?' :1 ~'7
:U1 IL~
~f jJo-J
..
PERMIT
PRICE
TAX
The undersigned agrees to pay TOTAL PRICE /':f ,U O. V-i)
INSTALLERS IN FULL ON COMPLETION DEPOSIT
-
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"--
~
--.:~~ ~A;VIV
Rep.
~ Q IJ BAlANCE C.O.D.
cuJtOmers~ V
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ATTACHED ALUMINUiV1 COVERS
i
J. ..
I}. ..
3"x :."xO.040" ROLL FORM.
10'..,-0"
11'- ._8"
13.....-4..
15'"..-0"
3"X:I"XO.060" ROLL FOAM-
11'--0" 3,600 200 164
1;.::'"lO" 2,700 150 123
14'--8" 2,100 117 95
16'- '.6" 1,575 88 73
3"x.3"xO.060" SCALLOPED OR FLUTED EXTRUSION 6063 T-G ALLOY
11'-10" 3,408 189 155
13'-10" 2,556 142 116
15'-10" 1,988 106 87
17'-10" 1,491 83 68
3"x j"x O.90"TUBE EXTRUSION 6063 T-6 ALLOY
11'-10" 5,184
13'-10" 3,888
15'-10" 3,024
17'-10" 2,268
3"x ; I"X 0.12S"TUBE EXTRUSION 6063 T-6 ALLOY
13'.-9" 6,912
16'..-1" 5,184
18'-..4" 4,032
20'- -7" 3,024
4"x ,~"x 0.12S"TUBE EXTRUSION 6063 T-6 ALLOY
15'--9" 9,312
18'- -5" 6,984
21'--0" 5,432
23'-..8" 4,074
- AL.Of 3105 H16
1. HIE SMALLER ROOF AREA OF LIVE
2,381
1,786
1,389
1,042
132
99
77
58
288
216
168
126
384
288
224
168
517
388
302
226
103
81
63
47
236
177
137
103
314
236
133
137
423
317
247
185
99 74 ':j3
74 " ,", 33
~O
sa .,3 ~) .-:"
--'
43 33 1!J
150 113 6t-;
113 8.l 50
83 Co 38
66 32 20
142 107 ,,')
0_
107 80 "'y'U
80 62 35
62 47 27
216 162 94
162 1~2 71
120 95 55
95 71 41
288 216 126
210 162 94
1GB 10' 73
..0
126 95 55
388 '291 163
291 218 127
226 170 09 /
170 127 74
DEAD LOAD AND WIND LOAD SH LL GO ERN
+ A V-
I ~~~-,,~:';~~~ ISOLA TED FOOTINGS
~ ". "..' . ~ fBt
IMUM ROOF AREA IN SF FOR CARPORT POST WI ISOLATED FOOTING ..
FT LOADS FOR BELOW LISTED WIND VELOCITY
ING TYPE &: SIZE 100 MPH 110 MPH 120 MPH
ED CONCRETE
l'-O"X l'-O"X 1'-0" 29 25 21
1'-4"X l'-4"X 1'-4" 86 72 61
l'-S"X l'-6"X 2'-0" 163 136 116
1'-8"X l'-8"X 2'-0" 187 156 134
I' -8"X l' -8"X 2'-6" 275 229 196
:?' -O"X 2' -O"X 2'-0" 346 288 257
:?'-6"X 2'-6"X 2'-6" 463 386 331
:::AST SLAB WI 80' SACK-CRETE
::KFILl OVER SLAB
"-4"X l'-4"X 2'-4" 117 97 56
LAWRENCE E. BENNETT, P.E.
CIVIL ENGINEER & DEVELOPMENT CONSUI.:rANT
P. O. BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (904) 767-4774
FAX , 1 (904) 767-6556
~W~(IIfll~'
'(RIGHT, 1006 3
;, BE REPRODUCED IN WHOLE OR IN B>.RTWITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. ~
52
"
I
MA>
UPll
FOC,T
POUlt
PRE-:
&BA'
C COF
NOTT'
'---...I
ATTACHED ALUMINUM COVERS
MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS
OF 3105 H-14 OR H-25 ALLOY
CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINCS
NO O.H. 1'O.H. 2'O.H. 3'O.H.
WIND LOADS:
O.H, CONDITION
1"1/4 'x 0.026"
10., MPH W. L.
1 1 ( , MPH W. L.
12~ MPH W. L.
l-l/oIl 'x 0.032"
101 MPH W. L.
114 MPH W. L.
124 MPH \V. L.
1-3/~ 'x 0.026"
101 MPH W. L.
111 MPH W. L.
121 MPH W. L.
1-31~ 'x 0.032"
101, MPH W. L.
111 i MPH W. L.
12'.' MPH W. L.
3"x ',1.026"
1 0" MPH W. L.
11 MPH W. L.
12'. MPH W. L.
3"x ".032"
100 ,.tPH W. L. 13'-2"
110 I',I\PH W. L. 12'-0"
120 IAPH W. L. 11 '-0"
LIV 1:: lOAD: ALL BUILDING TYPES
O.H CONDITION NO O. H.
l-l/.I'x 0.026"
20 Ij'SF L. L.
30 II 'SF L. L.
1-1/'i'x 0.032"
20 II/SF L. L.
30 /I,'SF L. L.
1-3/.,,, 'x 0.026"
20 1l'3F L. L.
30 II SF L. L.
1-3/"1 "X 0.032"
20 #/SF L. L.
30 jI/3F L. L.
3"x u.026"
20 jI/SF L. L.
30 AiISF L. L.
3"x U.032"
20 .liSF L. L.
30 II/SF L. L.
7'-2"
6'-5"
5'-10"
8'-5"
7'-6"
6'-10"
7'-5"
6'-8"
6'-1"
8'-9"
7'-10"
7'-1'
11'-5"
10'-3'
9'-6"
7'-0"
5'-9"
8'-3"
6'-9"
7'-4"
6'-0'
8'-7"
7'-0"
11'-10"
9'-4"
13'-4"
10'-6"
/
.---./
7'-5' 8'-2"
s'-a' 7'-6"
6'-2" 7'-1"
8'-8' 9'-3"
7'-9" 8'-6'
7'-1" 7'-11"
7'-7" 8'-5'
6'-11" 7'-9"
6'-4" 7'-3"
9'-0" 9'-7"
a'-l" a'-s"
7'-5" 8'-2"
11'-6" 11'-9"
10'-5" 10'-9"
9'-a" 10'-1"
13'-4" 13'-7"
12'-1" 12'-5'
11'-1' 11'-5"
1'O.H. 2'0. H.
7'-3" a'-l"
6'-1" 7'-0.
8'-6" 9'-2"
7'-0" 7'-10"
7'-7" a'-4"
6'-4" 7'-11"
8'-10" 9'-6"
7'-4" 8'-1"
12'-0" 12'-5"
9'-6" 9'-11"
13'-6" 13'-11"
1 0'-8" 11'-1"
12'-3"
11'-4"
10'-7"
14'-0"
12'-10'
11'-10'
3'O.H.
~-j
13'-2'
10'-8"
14'-8'
11'-10'
1. TDTAL ROOF PANEL WIDTH = ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG.
2. TrlE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE L.L. TABLE GOVERNS.
LAWRENCE E. BENNETI', P.E.
CIVIL ENGINEER 4< DEVELOPMENT CONSUlTANT
P. O. BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (904) 767.4774
FAX . 1 (904) 767.6556
" .
-------
o eOI'fRIGHT, 1996
NOT 1 iJ BE REPRODUCED IN WHOLE OR IN FART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
46
01>,
.,
'"
ATTACHED ALUMINU'JI COVERS
~
~'
~
SEAlANT
~ 3" HEADER EXTRUSION
~ ~ Vs x 9/16" TEK SPACED AT
~ ________ 8" O.C. BOTH SIDES
_ . '::-, '. .......__ SEAl.ANT
110 x 1-1/2" S.ld,S, OR WOOD
WOOD SCREw (1) PER RAFlER
OR TRUSS TAlL
EXISTINC muss OR RAFTER
610 X 3/~' S.ld.S. OR WOOD
SCREW SPACED AT 1 '1" O,C,
3" ROOF PANEL
EXISTING FASCIA
Sf'ALANT
~ ;S' HEI,oEl< EXTRUSION
~ ~ #8 x 9/10" IEK SPACCD liT
~ ________ 8" O.C, 80 [I-I SIDES
_, _""""""~ __ SEALANT
f1 -' ~t FOR MASONf~Y USE 1/4" x
1-1/4" IAPCON NiCHOl< OH
EQUAL SPACED A I :l4" D.C,
FOf~ WOOD USE ilia x 1-1/:-"
S i.I,S, all \'tOaD ~CR[\'IS AT
_ 1'1" O,C.
J" flOor PAIJEL
EXISTING HOST STHUCruflE
WOOD FHAMf. MASONt~Y Oil
OfHm CONSTHUCIION
=----
---
--
--.-
Ri)OF PANEL TO FASCIA DETAIL
ROOF PANEL TO WALL DETAIL
N' 1ES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS Buns OR THE SUB-FASCIA FRAMING WIIERE POSSIBLE
ONLY 15% or SCREWS CAN BE OUTSIDE THE TRUSS Buns / SUB-FASCIA AND THOSE AREAS SHAU HAVE
DOUBLE ANCHORS, ALl SCREWS INTO THE HOSI STRUCTURE SIIALL HAVE lAIN, 1-1/4" WASIIEfl~3
OR SHALL BE WASHER HEADED SCREwS
HO,;T STRUCTURE OR FASCIA AND SUB-FASCIA CONNECllON REQUIREMENTS
LOAD CONDITIONS
GU,SS ROOMS WIND VELOCITY LOADS DEAD + LIVE LOADS
HO':;T STRUCTURE 102 MPH 110 MPH 120 MPH 22#/SF 32 #/SF 57#/SF
1. CONCRETE 1/4"x1-1/S" CONCRETE SCREWS @ 12" O.C.----->(2) @ l' O.C.
2, WOOD FRAME 1/4"x2" LAG SCREWS @ 6" O.C.------------->(2) @ 1" a.c.
SCI,:EEN, VINYl, AND CARPORTS
HO;T STRUCTURE 102 MPH 110 MPH 120 MPH
1. CONCRETE 1/4"x1-1/S" CONCRETE SCREWS
2. WOOD FRAME 1/4"x2" LAG SCREWS @ 12"
S dCE TO BE LOCATED 1/4 TO
1 'j BEAM SPAN AND
S AGGERED EACH SIDE OF SELF
I<I','ONG BEAM
Ell. AM SPUCE SHALL BE MIN,
C, d-.50' HEIGHT AND
.. (d-.50.) IN LENGTH
,. ,{,I. SCREWS PER SPUCE
1 II r AL / SIDE Of SPUCE
~!' x 4" 4/2
~, x 5" 4/2
~" x 6 4/2
=, x 7" 6/3
~" x B" 8/4
~, x 9" 10/5
22#/SF 32 #/SF 57#/SF
@ 12" O.C.----->2 @ l' Q,C,
O.C.--------->2 @ l' O.C.
'-......//
.75
r d-.50" ---of- d-.50"-{
++i-+++++
1. MAX,
-r
;u
J
I~
I
"0
DENOTES SC EW PAITERN
NOT NUMBER OF SCREWS
d = HEIGHT OF BEAM
-4.
+ + + + + + + +
PLA TE TO BE SAME WAU
THICKNESS AS BEAM
PLA IE CAN BE INSIDE OR
OUTSIDE BEAM OR LAP CUT
1" MAX,
TYPICAL BEAM SPLICE DETAIL
LAWRENCE E. BENNETT, P.R.
CIYU. ENGINEER & DEVELOPMENT CONSUU'ANT
P. O. BOx 4368 SOUTH D.\YTONA. FL 32121
PHONE 1 (90-4) 757.4n4
FAX' 1 (904) 757-6556
'.......J
Q COPYR ;iHT. 1900
NOTTO [: i: REPRODUCED IN WHOLE OR IN At.RTWITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, RE.
",. " ".
+.
...,
44
ATTACHED ALUMINUM COVERS
BE,,'_
d
LO,I"
2"x '"
M SIZE BEAM SPAN FOR DESIGNATED LOADS
EAM LIVE LOAD WIND LOAD
D WIDTH 22#/Sf 32#/SF 100 MPH 110 MPH 120 MPH
"x 0.062"x 0.120" S.M.B.
6' 17'-9" 14'-6" 19'-11" 17"-9" 16'-3"
7' 16'-6" 13'-5" 18'-5" 16'-6" 15'-0-
8' 15'-5" 12'-( 17'-3" 15'-5" 14'-1"
9' 14'-6'" 11'-10" 16'-3" 14'-6" 13'-3"
10' 13'-9" 11'-3" 15'-5" 13'-9" 12'-9"
11' 13'-1- 10'-9" 14'-8- 13'-1" 12'-0"
12' 12'-7" 10'-3. 14'-1" 12'-7" 11'-6"
13' 12'-1" 9'-10- 13'-6" 12'-1" 11'-0-
14' 11'-a" 9'-6- 13'-0" 11'-8" 10'-7"
"X 0.062"x 0.135" S.M.B.
6' 18'-4" 15'-0- 20'-6- 16'-4" 16'-9"
7' 17'-0" 13'-11" 19'-0" 17'-0" 15'-6'"
a' 15'-11" 13'-0- 17'-9" 15'-11" 14'-6"
9' 15'-Q" 12'-3" 16'-9" 15'-0" 13'-8"
10' 14'-10" 11'-7" 15'-11" 14'-3" 13'-0"
11' 13'-7" 11'-1" 15'-2" 13'-7" 12'-4"
12' 13'-Q" 10'-7" 14'-6" 13'-0" 11'-10-
13' 12'-6'" 10'-2" 13'-11" 12'-6" 1 1 '-5"
14' 11'-( 9'-10- 13'-5" 11'-7" 10'-11"
."X 0.072"x 0.224" S.M.B.
7' 21'-9" 17'-9" 24'-4" 21'-9" 19'-11"
8' 20'-4" 16'-7" 22'-9" 20'-4" 18'-(
9' 19'-2- lS'-8- 21'-6'" 19'-2- 17'-.6-
10' 18'-2'" 14'-10" 20'-4" 18'-2" 16'-7"
11' 17'-4- 14'-2" 19'-5" 17'-4" 15'-10"
12' 16'-( 13'-7" 18'-7" 16'-( 15'-2"
13' 16'-Q" 13'-0" 17'-10" 16'-0" 14'-7"
14' 15'-5" 12'-7" 17'-2" 15'-5" 14'-0"
>>"x 0.072"x 0.224" S.M.B.
7' 24'-2" 19'-9" 27'-0" 24'-2" 22'-1"
8' 22'-7" 16'-6" 25'-3" 22'-7" 20'-6"
9' 21'-4- 17'-5" 23'-10- 21'-4" 19'-6"
10' 20'-3" 16'-6- 22'-7" 20'-3" 16'-6"
11' 19'-3- 15'-9" 21'-6" 19'-3" 17'-7"
12' 16'-5" 15'-1" 20'-6" 16'-5" 16'-10"
13' 17'-9" 14'-6" 19'-10" 17'-9" 16'-2"
14' 17'-1" 13'-11" 19'-1" 17'-1" 15'-7"
I"X 0.072"x 0.310" S.M.B.
7' 26'-11- 21'-11" 30'-1" 26'-11" 24'-7"
8' 25'-2" 20'-6" 28'-2" 25'-2" 22'-11-
9' 23'-9" 19'-4" 26'-6" 23'-9" 21'-8"
10' 22'-6" 18'-4" 25'-2" 22'-6" 20'-6"
11' 21'-5- 17'-6" 24'-0" 21'-5" 19'-7"
12' 20'-6" 16'-9" 22'-11" 20'-6" 18'-9"
13' 19'-9- 16'-1" 22'-1" 19'-9" 18'-0"
14' 19'-Q" lS'-6" 21'-3" 19'-0" 17"-4"
(: SMALLER SPAN FROM THE L.L. OR THE WIND LOAD TABLE GOVERNS.
LAWRENCE E. BENNETI, P.E.
ClVR. ENGINEER &: DEVELOPMENT CONSUlTANT
P. O. BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (004) 767-4n4
fAX' 1 (904) 767-6556
'RIGHT. 1996 ~ 3
BE REPRODUCED IN WHOLE OR IN R>.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. 50
MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL
ROOMS AND OTHER OPEN STRUCTURES WI SOLID ROOFS 6063 .-J
T-6 ALLOY
2"x Y
2"x :
.~
2"x '
2"x
1. TH
/
'-/
QCOP
NOTT(