HomeMy WebLinkAbout96-5589
BUILDING PERMIT~-
CITY OF ZEPHYRHILLS Permit Jl!
(813) 788-6611
'-5589!?
DatE! cJ -/.3 ,-, 9~
~~ ELECTRICAL PLUMBING MECHANICAL
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Parcell.D. # ./p- 19-6. cl/ - 0/6 CJ - 0 DCJCJ V -- I) ~.PO
Zoning, ~ En,.gy Code, Radon G.., ~';.J-J
Description of Work dI ~ ~.Ad'~'A1 _~ - t"- --'~~
Sewer Conn
Water Conn:
Water Meter:
T.I.F.'s:
NO OCCUPANCY BEFORE C.O.
Complete Plans, Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordance with City Codes and Ordinances.
FINAL
3-
DATE
City License Registration #
State Certified License#
%'3
Permit Fee
Signature
Company
Address
Telephone#
Valuation or
Contract Price
2 .r()C). (T7)
,-
{l4.P a /J ~ /1fvI
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.
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APPLICATIOH FOR flBlll'l:.
CITY OP ZUIIDRJu $
BUILDDlc,; DEPAlt~'.f
~atJt.~~/'-"9~
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OWNER'S tLUfR ~MA/I9'SIlIJP1/t~t-t- PHONE
OWER'S ADDu.ss.J../)7'~' '1j.Rt)~l' J..1JN.~pLJJIJ- LDOP
JOB ADDB~:SS -r';/?tJ.E '. . .'.
LEGAL DBSCIlIP'1'lOH,:L01'(S) BLOCK SUBDIV1SIOH A#VJ4/4~~ ~(,u.o...r_
fARCEL I.D.' . ~4C,~'b";.fli...:'~/~b'-~Q?a:?-06'Yb . '(9)>T~IN FROM PRO~~'Tq ~g'flC~l
WORK PBOPOSBD:'V)I~W" _tnCtioo --AdditiOA --J.1,teration Repair ~~'tau
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Sip ;
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Hove
-.J)e.olish
PBOPQSED USE: ~iDa1~ 'F~~
.--Jt/F
_'of . Units . ---Ji/H
.. . ~ t ,'I: \
_eo-ercial.. . .
_1Qdust.
Swia. fool _O~r
:Restaurant' Health Departaent Approval
DESCIU:P'lIOII OF W~: t;J> , .:-:~f ;C - SHILL) .... ..rCREEAJ ~Y'1- c...~RP"R.r
BUl.LDIHG SIZE: x . S-oo Square Feet~ J!';t)'? Beisht
,.,1 i' , ,..-,,", :'. " 'f .
~)l)EllTW.: ATrACII (2) PLOT .l'LAIIS , (2) SETS OF BUILDIHG PLAalS '" (1) SET UERGYFOJlHS.
COHKBRCI.I\L: ATlACII (3) SETS OF 8UILDDlG PLANS '" (1) SET BHERGY fOBHS. . .
. f~~~.~~~;~.~1JUBD..Foa .ALL;HEW'~S~pCTION., '.. .
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BUlLODlG .
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PERMITS REO~TPJl
Valuati~ '.of Total CoDS~.:ruction
RT RCl'RICAL
~ Service
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. Plorida pow~r.Corp.
W.R.E.C.
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-PLUKUHG
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Valuatioa of ~cal1ll&c:allation
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CAS
ROOFDlG
S1>>ECIALTY
Other
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FIllISIIED FLOOR ILIVMlC)JiS:
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F'l' -.' '. . IS fJWJEct U .FLOOD ZONa AREA!
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YES
NO
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'. CONTRACTOR SF:CTION
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Signaturl~
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BUILDKR
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RLRC'l'RIC'lAI
:,i..:",,:',/ f. cOHPAHY . .
Scaee Cere. or Regist. ,
Ciey License Registration',
.....................**._._.**.*._..._-**.
Si aflAtur.~
PLUHB~
'. . .'t" ~J ;,!:,,'i'~ , . .:.~ ".'1",..; .;, , l ;;, l
. COHPAIY .
State Cert.or ~aist. .
City License Registration ,
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HECIIAHT~U.
. ., COIIPAHY
. ~., ,,;' ...., J~' ,'. .,..' State Cert. or Regist. ,
City License Regiseraeion .
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Sianaeurll:
OTRF.R
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COItPAHY
SUI:e Cere. or Regist. ,
City Licea&e Regiseratio~ .
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SigDaturl~
APPLICATLOH APPBOvm
PERHIT OFFICER.
CONDITIONS OF l'aRH.ITAFFIDAVIT
A. lImICE OF DEED RESTRICTIONS; . ,. . . ',' '.'
!be uiI~raigoeclUDderatalldatbat ~'l*Iit_r:))e'~ject to '~reatrictioaa' 'JhicJl iiI be lOti reatric~vetbaDC.itv .
regu!i1tioaa. IJaelllldeni~ "':rea~Wtr.for COIp1ianceI1tll aur applicable deed reatrictiODlJ~ ...... i '. .' .
.. ," .. " ".;" " ' . .,',
B. UNLICENSED COH'l'RACToRS' AND CONTRAC'l'OR RESPONSIBILI'1'IES . ,'~.:. ' "
If the illiDer baa hired aatractor.OrCOiltnctorsto WldertaU IIOck,ther'lil be. required toIle liceue4lAieCGi4iDce "itJI
atate aJ1ClIOCil reguliU~,,' U the ~triCtor is DOt liceDae4 II requiIe4 br law, botJa tbe. ~ iDll ~tof u, .be
cited fIll a liade_DOl ,lbllltiClll UDder atate Ib.. If the ower or inteDc1ed COI1tractor are"UnCertaiD'1I to _t'liceoaillg .
requirlaJleDu ~r applr for the inteDdec1 WIt, . tber are advised to contact. tJIa Citr of Zep!lrrlJ,illa BuildiDg De,~~.f\ (.~13)
188-6611. ' . '.' ..'........ .,';.. .".,:',.,':<,.... . >. :. . . . . .... . .
Purtbenore, . if the 0IIDIr baa birect' {i:oatractor or contractors, be is a4viaecl toba,e the contrac:tor(a) iipPGrucmi Qf ,the ~
'Con.tractor SecUoaa' ofW, iPpli~tjOD fQrJhicJl .tller 11111 be reapooeible. If fOIl, II the 0IfQer aip aa tbt ~~~~, .
1011 ue iDdic:atiDg tbit: IOU, Ia.: tbaa tlwcootractor, are reapoaaible for the _k. If the COIltractor .iabeaJOQ~ 'aip
as co.atcactor tbat lir be'~ iDdic:aUClIl tbat, he ia. DOt propedr liceoaed and is 'IIOt entitled to PexaittiDgpri'~J", J~tbe
City of Zephyrbllla;'!'~ . ", 'r- .,', .. ", .;:' , .. ','." ... '" . .,."~;~~'.?:::"',,::,
C. TRANSPOR'1'ATION IMPAC'l' FEES AND UTILI'l'Y' CONNECTION FEES
. ,
D. CONSTRUCTION LIEN LAW ,(CHAPTER 713, FLORIDA STATUTES, 'AS'AH2NPtQ): .
1 certiff that l;'tbeiPPliCiDt,'lIivebeeD provilled iltb a cop, of 'florida's CoaatrucUon LlenLal- HlIIIOlIIler")~~UOll
Guidel prepared brtbe'lQtidiDepirtlentofAgriculture aDd CoDa",.r Affaira. l( tbe i1PpliCiDt ia 8QIIIGDaothet tbaDtbe
lownerl, 1 certifr tbat 1.lIivulbtiilaed'i:COPY of the above described docueDt aDdplOliae in good faitbto delivei'it to till
lowner.' prior to COIIi8Dcueat. -'" . . .
.', ,:
E. CON'l'RAC'l'OR 1 S/OWHER I. SAFFIDAVIT . ". . .,..: '..
1 certify tbat all tbe ,:wonatiOli iAtbiaapplic:aUOIl is accurate aDd tbataU 110ft till be done : in' eo.pliuce litb' ill
applicable 1_ regulitiDg coutr:Ue~".ODiDg; .aDdJ.iDd developleDt. . " .
., . ",' -'.-/~',:'.'.J'~,,;;-,~..ii';" . ':~'-":~~~'(":!"~."~'.:; >-, ,i';,' " :'11.,:,,"'," -;_<",'._ "', _ . ',;'-',"
Applic:atioa 1a bet_, .. to'ob~i peralt tQ,do~tiDd iQatallatiOll aala4icated. Ic:ertifr tbat 110 IIOfkor: . '. .....,
installation baa. ~ced.piiof ~/,~~'o( 'iI~p8qi~.. aDd ~t ~llfOlt .ill~ perfotledto. aoetataDdardaof ~..~.
regul~ltiog COIlItructi~;' City codata#,: ~ .'r.~tioaa;aDd ,liDd de,elo~~:~89JI1.aticMl.r iJlthe iuriadictiOll. li1ao...,L ,.'
certiJy that 1 WldarataDd tbat tbo regulaUQu'of.otber gcw~ta1ageDCi8lIir IppIJ to"tbe inteDded tIotk, aDd tbat it 1a
If ra,ponaibilitr to idelltify trbatacuOna I ..t tate to be 'in CQlpllaJice.. Sucb agencies include but are DOt liaited to:
t Depilll'lIent of EnvirOlllelltal Regulation - Cypress' krbead8,'WeUaDd Areas and iD,uOIlIeDta!ly'SenaiUve LiDda,
. . ..... ", Miter/Mastllfiter Ireament '. '.
t Soul~weat 'loridi Miter. _Men':' District.. "ella, Cypna BaJbeada, "etlaDd Areas, . Altering Witercouraea
t lnJ~ Corpa of Enqineera - _alla,' DocU, livigable MaterMiya .'
· DePilltaent of Healtb , lebabilitatiye Senicea, IDvirDDlel1tal Health Unit - Mella, MaateMat.er IreatleDt, Septic liDb ". .
· us Itnvirooaental Protection Agency - Aabe8toa ,lbiteaeDt '. ',' ,
1 also certify that,'if'UU.laterwiatobeuaecJ in 1l00d ZOQe 'l'or: Il,8te.', itia Wlderstood tbatadraiDage pliD,
addrelliing a 'CQIpID8atiDg vo1ue' will be aublitted web is prepared br' a professlODal engiDeer registered in the' State of
Floridal prior to penit' iaauince.>..........~., ., ". '.' . " .
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A ~Iit iaaued abill be QlDItnecJ to ,~ aliceD&l to proceed .1tb tbe IIOrk iDd DOt as iIlthority to violite, CaDCel alter, or
&et illlide au, proviaioaa of tile tecbD.lcal coclea, DOt aball iaauaoce of it peQit prevent the BlIlldiDg Official frOl tbel;eafter
requi:ring il c:oaectioQ'N<morls..,pliDI, c:ooatructiOll, orYiola~ODI olaur CGde..lvllJpmitiaaued Pall becoIe .invalid
Weill the IIOrk. author.lJ..-l;by. aw:b penit is eoMea lIitbiD su IOIltbs of iaauaace,. Qr iL_k authoriled by tbe perait. I.
auspellulcd or abiAdODed for a peri04' of iii' atba after tbe tile the _k is ~"cecJ.. " (M 90 'day UteAaiOD of tile, lir be
allowl~d for tbe per:ai~ II1tb fee_ge af t15.00. !be IlteAaion aball be requeated in writing to the Building Official.' An
appro'wlld inspeWOIllWlt lit loggell'dudag eacb~lOIltb period, 'ortbe project: II1ll.be considered aba.ed.
WARIIIW(i 10 OWR:YOUi FAlLUU 'fOucoao A ,"lCl 0' aIIHIIICIHIrt lilY RKSULI II YWI PAYIHG !'IIICK fOIl IHPROVlNllrS 10' YOUR
P.ROPllill~., IF YOU U'IIMD, !O QBlW'lUICIIIG,eww,I..VlfU YOUR LIJIDIIlOJl1ll1nORlllY BIFOBB B&COBDlJIG YOUi )lOfICK 01
~~(:HIIPI...~0JIS'~',f2,500, II: y~ ,IXJ)lOf. )IUD IORICORD1IID POSt 1 'IOflCl OF COfHKNCIHIO'.
WE'...........~.
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SlGlUI1Wl1 oa AWl. .'., .,H'''' .'. ." . SIGB W. COlI .
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SUfi OF 'LQiIDA: I.'.~...i'.' :'. '"
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The foregoing .~,t.r.ua~:t..,w.a~ ~c~wledged
befClI'e IDe this' . " . . .:19 ' by .
. < ';'".. .,', \":,.... . . . " ......-
_If L-!3eiir"c, . '$>~ U!:t!S-4.i ,,;,\ h.,; ".."
who is personallyknOWD toae er wbe. has
prgQ.Qeed
ai dleBtifieHiOil' ilQd.~~,~di4 ~ot
take,.~ O~th,,:,:,.';"'..,'."':,'",':.', ""~'. '. l,.:,.~", .".. ,;" 'k,...~.. t2., .' ii.' .J.' .:..., ". :','
~1itM:1i.~~~~..__, .'.QA~
(Signature) ....' , J
__I{/J 7Hl-I:j&~ . J,. E>Rdw'{'I.
(Halllle~ 'l'yped, PfiD~ed ot'~ta.iDped)
~!jrt PUBLI~::-""':--..'. '.,. '
.. SflIlO' FLOIUDl . /} .
COODY 0' r.4S C 0
. The foregoing instrument was acknowledged
. before IDe this , 19 by
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ffL-.l5dr :.$/ MUS. .
who is personally known to lie &I' who A,-.. .
'~pl'e8tseed
" " 48 ideatifieaticm- and who -d-Wtdid not
:~;;~i,~~~
(Naae TYPed, Pr~ted .or Stallped)
NO'l'ARY PUBLIC
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~,iiiiI"'.".TH,.LE,EN, J BROWN
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~ ~ ~ Apt. 02. 1Q9g
~1', . ~~ Bonded by NFNu
OF f~1l 800-224-43368
Iolll 1'/1' . .
~'\.i~::~!/(~ KATHLEEN J BROWN
*. '.*. My Com~slon CC449029
ExpttOS Apr. 02. 1999
~1' ~.. Boncbd by NFNU
~ OF f~Il'" 800.224.6368
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SlHltJ I\Ll. EX1S'l'lNC AND PROrOSED STRUCTURES CIVlJ.C DDtENSION:l AND Sln'UAC~S. IlL:; .~. 1111H c^n~
"'i"{ UOL>I I~:i Of WI\Tf.R AHD ROA1>WA'tS (INCLUDINC NAMES) ADJ^Cl~'r TO TilE 1'1l0PEII'lJ'. HlUlC^'J'E
'I" E '5 11.1 ~. Y EJ\Il. Nib HN1E Of t10~:tl.E I SUCH AS 111 x 60'. 1 ~ B \. FLEETWOOU.
~ It "EAf:l::HEHl g... "RICIIT-OF-WAyll lIRa ~IJURlSDICTIONAL LINES". lIiUIli: be ahown on all oj tP. plallS~
DO flU l' ENCROACH UlTO ANY EASEMENT WITH A STRijCTURE
1I0U$E CON 5TftUCT ION
H6~': ,', N'
PROPOSED ,\DDITIO,.
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ATTACHED ALUMINUM COVERS,
(2) 1-1/2. x 1-1/2. x .t" ANGU:
OR (1) U CHANNEL x .t-
TOP OF GRADE
3" x 3" POST SEE TABU:
(1) HAT CHANNEL x "t"
3/8" x 3-1/2" BOLT
"t" IS THICKNESS OF
REQUIRED POST
80 LB. 2500 PSI CONCRETE
PRE-MIX
3"x3" BASE
~
I
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16.
1
ALUMINUM CONVENTIONAL CONSTRUCTION
PORCH POST CONNECTION
POST IN CONCRETE w/ 14 ~ BAR
12" LONG
POURED CONCRETE
REFER, TO TABLE 5
3" x 3" POST TURN BOLTED
TO ANCHOR RISER
( .
2-3/4. x 2-3/4" x 2-1/2.
LONG x 1/8. TUBING
WELDED CONNECTION
'-
>
"- ~
LL-1Y
12" x 12" x 1/4" PLATE
I~:)OLA TED FOOTING
3-1/2" CONC. SLAB
T
2' -0" MIN.
BEFORE SLOPE
BASE ANCHOR CONNECTOR
FOR POST TO SLAB CONNECTION
NOTE: IF LOCAL BUILDING DEPARTMENT HAS A,
MINIMUM FOOTING SPECIFICATION, THAT
MINIMUM SHALL SUPERCEDE ll-tESE PLANS.
f
(1) 15 BAR CONT.
(1) 14 BAR CONT.
NOTE: FIBER MESH CONCRETE DOES
NOT REQUIRE WIRE MESH
---
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, .:':i"
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I'LA T SLOPE / NO FOOTING MOOERA TE SLOPE FOOTING
I) - 2"/12" 2"/12" _ 1'-10"
:IOTE: NO FOOTING EXCEPT WHEN ADDRESSING EROSION
MIN. 2500 P.S.I. CONCRETE WI 6 x 6 - 10 x 10
WELDED WIRE MESH OR FIBER MESH CONCRETE
SLAB DETAILS ADDRESSING EROSION
. "J' "1"1.,1'
N ,II:
~
8.
STEEP SLOPE FOOTING
> 1'-10"
'-
LAWRENCE E. BENNETr, P.E.
CIVIL ENGINEER & DEVELOPMENT CONSUlTANT
P. O. BOX ~8 SOUTH DAYTONA, FL 32121
PHONE 1 (904) 767-4n4
fAX 111 (904) 767-6556
~ COPYRIGHT. 1996
NO no BE REPRODUCED IN WHOLE OR IN B\RTWITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E.
"
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43
ATTACHED ALUMINUM COVERS
BlE 4
onUnued
3"x 3"xO.040" ROLL FORM-
1 0'-..-0"
11'--8"
13'-. -4"
15'--0"
3"x 3"xO.060" ROLL FORM-
11 '--a" 3,600 200 164
12'-10" 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-6 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}"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 .]"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"xl"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
* AlLOf 3105 H16 .
1. THE SMALLEA ROOF AAEA OF LIVE + DEAD LOAD AND WINO LOAD SHALL GOVERN.
2,381
1,786
1,389
1,042
132
99
77
58
108
81
63
47
99
74
58
43
150
113
88
66
142
107
80
62
288
216
168
126
236
177
137
103
216
162
126
95
384
288
224
168
314
236
183
137
288
216
168
126
517
388
302
226
423
317
247
185
388
291
226
170
I
BlE 5
II
ISOLATED FOOTINGS
MAXIMUM ROOF AREA IN SF FOR CARPORT POST W/ISOLATED FOOTING ..
UPLIFT LOADS . . FOR BELOW LISTED WIND VELOCITY .
FOOTING TYPE & SIZE 100 MPH 110 MPH 120 MPH
POUI;:lED CONCRETE
l'-Q"X 1 '-O"X 1'-0" 29 25 21
1'-4"X l'-4"X 1'-4" 86 72 61
1 '-6"X l'-6"X 2'-0" 163 136 116
l'-8"X 1 '-8"X 2'-0" 187 156 134
1'-8"X l'-8"X 2'-6" 275 229 196
2'-Q"X 2'-0"X 2'-0" 346 288 257
2'-6"X 2'-6"X 2'-6" 463 386 331
PRE. CAST SLAB W/80' SACK-CRETE
& BJJ, CKFILL OVER SLAB
1 '-4"X l'-4"X 2'-4" 117 97 56
74
56
43
33
J
43
33
25
19
65
50
38
29
62
46
35
27
94
71
55
41
126
94
73
55
169
127
99 .J
74
113
84
66
32
107
80
62
47
162
122
95
71
216
162
126
95
291
218
170
127
LAWRENCE E. BENNETT, P.E.
ClVil. ENGINEER & DEVELOPMENT CONSUU'ANT
P. O. BOX 4368 SOUTH DAYTONA. FL 32121
PHONE 1 (90.) 767.4n4
FAX 1/ 1 (004) 767-6556
C CO'YRIGHT. 1996
NOT 1 () BE REPRODUCED IN WHOLE OR IN At.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
'-...J
3
52
'-
BlE 2
continued ','
FREESTANDING ALUMINUM COVERS
MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL
ROOMS AND OTHER OPEN STRUCTURES WI SOLID ROOFS 6063
T-6 ALLOY
BE AM 'SIZE BEAM SPAN FOR DESIGNATED LOADS
BEAM LIVE LOAD WIND LOAD
LOAD WIDTH 22#/SF 32#/SF 100 MPH 110 MPH> 120 MPH
2")1 7"x 0.062"x 0.120"S.M.B.
6' 17'-9"
7' 16'-6"
8' 15'-S"
9' 14'-6"
10' 13'-9"
11' 13'-1"
12' 12'-7"
13' 12'-1"
14' 11'-6"
2")1 7"x 0.062"x 0.135" S.M.B.
6' 18'-4"
7' 17'-0"
8' 15'-11"
9' 15'-0"
10' 14'-10"
11' 13'-1"
12' 13'-0"
lS' 12'-6"
14' 11'-1"
2"); 8"x 0.072"x 0.224" S.M.B.
7' 21'-9"
8' 20'-4"
9' 19'-2"
10' 18'-2"
11' 17'-4"
12' 16'-1"
13' 16'-0"
14' 15'-5"
2"): 9"x 0.072"x 0.224" S.M.B.
7' 24'-2"
8' 22'-1"
9' 21'-4-
1 0' 20'-3"
11' 19'-3"
12' 18'-5"
13' 17'-9"
14' 17'-1-
2"J< 9"x 0.072"x 0.310" S.M.B.
7' 26'-11- 21'-11" SO'-l" 26'-11"
8' 25'-2" 20'-6" 28'-2" 2S'-2"
9' 2S'-9" 19'-4" 26'-6- 23'-9"
1 0' 22'-6" 18'-4" 2S'-2- 22'-6"
11' 21'-5" 17'-6" 24'-0" 21'-5"
12' 20'-6" 16'-9" 22'-11- 20'-6"
13' 19'-9" 16'-1" 22'-1" 19'-9"
14' 19'-0" lS'-6" 21'-3" 19'-0"
1. THE SMALLER SPAN FROM THE L.L. OR THE WIND LOAD TABLE GOVERNS.
'--
14'-6"
13'-S"
12'-1"
11'-10-
11'-S"
10'-9"
1 0'-3-
9'-10"
9'-6-
lS'-O" (
13'-11.
13'-0"
12'-S-
11'-1"
11'-1-
10'-1"
10'-2"
9'-10"
17'-9"
16'-1"
lS'-8"
14'-10"
14'-2"
13'-1"
13'-0"
12'-1"
19'-9"
18'-6"
17'-S"
16'-6"
lS'-9"
lS'-l"
14'-6"
13'-11-
19'-11"
18'-5"
17'-3-
16'-3-
lS'-S"
14'-8-
14'-1"
13'-6-
13'-0"
20'-6-
19'-0"
17'-9"
16'-9"
15'-11"
15'-2-
14'-6"
13'-11-
13'-S-
24'-4-
22'-9"
21'-6"
20'-4-
19'-S-
18'-1"
17'-10-
17'-2-
27'-0"
25'-3"
23'-10-
22'-1"
21'-6-
20'-8"
19'-10-
19'-1"
17'-9-
16'-6-
lS'-S-
14'-6"
13'-9"
13'-1"
12'-7"
12'-1"
11 '-8-
18'-4"
17'-0"
15'-11"
lS'-O"
14'-3-
13'-1"
13'-0"
12'-6-
11'-1"
21 '-9-
20'-4"
19'-2-
18'-2"
17'-4"
16'-1"
16'-0"
15'-S"
24'-2-
22'-1"
21'-4"
20'-3-
19'-3-
18'-5-
17'-9"
17'-1-
16'-3"
lS'-O"
.14'-1-
13'-3"
12'-9"
12'-0"
11'-6"
11 '-0"
1 0'-1"
16'-9" >
15'-6"
14'-6"
13'-8-
13'-0"
12'-4-
11'-10"
11 '-S"
10'-11- .
19'-11-
18'-7"
17'-6"
16'-7"
15'-10"
lS'-2"
14'-1"
14'-0"
22'-1"
20'-8"
19'-6"
18'-6-
17'-1"
16'-10"
16'-2-
15'-7"
24'-1"
22'-11-
21'-8-
20'-6"
19'-1"
18'-9"
18'-0"
17'-4"
,--.
LAWRENCE E. BENNETT, P.E.
Clvn. ENGINEER .t DEVELOPMENT CONSUlXANT
P. O. BOX.f368 SOUTH Cl.\YTONA, FL 32121
PHOHE 1 (004) 767-4n4
FAX . 1 (904) 767-6556
4
63
C CCPYRIGHT, 1996 _
NOllO BE REPRODUCED IN WHOLE OR IN ~RTWITHOUT WRITIEN PERMISSION FROM LAWRENCE E. BENNETT, P.E.
ATTACHED ALUMINUM COVERS
~,
"-.J
~.,.
. SEAlANT
~ S HEADER EXTRUSION
~., ~ '8 x 9/16" TEK SPACED AT '0
~ ______ f5' O.C. BOTH SIDES / .-
. ___ SEAlANT
110 x 1 - 1/2" S.M.S. OR WOOD
WOOD SCRfYt <1> PER RAFTER
OR TRUSS TAlL
EXISTING TRUSS OR RAFTER
610 X 3/+- 5.104.5. OR WOOD
SCREW SPACED AT 12" O.C.
3" ROOF PANEL
EXISTING FASCIA
SEALANT
~ S HE;.OER EXTRUSION
~ ~ #8 x 9/16" TEK SPACED AT
~ ______ f5' O.C. BOTH SIDES
___ SEAlANT
FOR MASONRY USE 1/+" x
1-1/4" TAPCON ANCHOR OR
EQUAL SPACED AT 24" O.C.
FOR WOOD USE 110 x 1-1/2"
S.M.S. OR WOOD SCREWS AT
12" O.C.
3" ROOF PANEL
EXISTING HOST STRUCTURE
WOOD FRAME. MASONRY OR
OTHER CONSTRUCTION
---~
-----
R()OF PANEL TO FASCIA DErAIL
ROOF PANEL TO WALL DErAIL
NCES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA FRAMING WHERE POSSIBLE
ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS / SUB-FASCIA AND THOSE AREAS SHALL HAVE
DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MIN. 1-1/4" WASHERS
OR SHALL BE WASHER HEADED SCREWS
HO~ T STRUCTURE OR FASCIA AND SUB-FASCIA CONNECllON REQUIREMENTS
LOAD CONDIllONS
GU 5S ROOMS WIND VELOCITY LOADS DEAD + UVE LOADS
Hm:,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) @'1' O.C.
2. WOOD FRAME 1/4"x2" LAG SCREWS @ 6" O.C.------------->(2) @ 1" O.C.
SC~:EEN. VINYL. AND CARPORTS
HO~.r 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 @ 12" O.C.--------->2 @ l' O.C.
'-"
Bl .\M SPUCE SHALL BE MIN.
Of d-.5O" HEIGHT AND
2 (d-.50"> IN LENGTH
Mill. SCREWS PER SPUCE
1(1 rAl / SIDE Of SPUCE
2. x 4" 4/2
2. x 5" 4/2
2" x 6 4/2
2" x 7" 6/3
2" x 8" 8/4
2" x 9" 10/5
1- d-.50" ----r- d-.50"-{
+ + + + + + + +
DENOTES SC EW PATTERN
NOT NUMBER Of SCREWS
1" MAX.
SF ICE TO BE LOCATED 1/+ TO
1/ ~ BEAM SPAN AND
Sl <,GGERED EACH SIDE OF SELF
M;, liNG BEAt.!
+ + + + + + + +
d = HEIGHT OF BEAM
I" MAX.
PLA TE TO BE SAME WAll
TtiICKNESS AS BEAM
PLA TE CAN BE INSIDE OR
OUTSIDE BEAM OR LAP CUT
TYPICAL BEAM SPLICE DETAIL
LAWRENCE E. BENNETT, P.E.
CIVR. ENOINEER a: DEVELOPMENT CONSUlIANT
P. O. BOx -4368 SOUTH DAYTONA, FL 32121
PHONE 1 (llQ.4) 767....n 4
FAX' 1 (llQ.4) 767-6556
.......;
o COPYRliHT. 1006
NOT TO BI REPRODUCED IN WHOLE OR IN fJt.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
..,
44
ATTACHED ALUMINUM COVERS
,
BLE 1 MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS
'I OF 3105 H-14 OR H-25 ALLOY
o LOADS: CARPORTS, SCREEN ROOMS. AND OTHER OPEN BUILDINGS
CONDITION NO O. H. l'O.H. 2'0.H.' 3'0.H.
'x 0.026"
MPH W. L. 7'-2" 7'-5" 8'-2"
MPH W. L. 6'-5" 6'-8" 7'-6"
MPH W. L. 5'-10" 6'-2" 7'-1"
x 0.032"
MPH W. L. 8'-5" 8'-8" 9'-3-
MPH W. L. 7'-6" 7'-9" 8'-6"
MPH W. L. 6'-10" 7'-1" 7'-11"
l( 0.026"
. MPH W. L. 7'-5" 7'-r 8'-5"
. MPH W. L. 6'-8" 6'-11" 7'-9"
MPH W. L. 6'-1" 6'-4" 7'-3"
"II( 0.032"'
MPH W. L. 8'-~" 9'-0" g'-r
MPH W. L. 7'-10" 8'-1" 8'-9"
, MPH W. L. 7'-1" 7'-5" 8'-2"
1,026"
, MPH W. L. 11'-5" 11'-6" 11'-9" 12'-3"
.' MPH W. L. 10'-3" 10'-5" 10'-9" 11'-4"
, MPH W. L. 9'-6" 9'-8" 10'-1" 10'-7"
I ,032"
,iPH W. L. 13'-2" 13'-4" 13'-7" 14'-0"
,1PH W. L. 12'-0" 12'-1" 12'-5" 12'-10"
,lPH W. L. 11'-0" 11'-1" 11'-:-5" 11'-10"
I:~ LOAD: ALL BUILDING TYPES
CONDITION NO O. H. 1'0. H. 2'0.H. 3'0. H.
"II( 0.026"
:jF L. L. 7'-0" 7'-3" 8'-1"
~:;F L. L. S'-g" 6'-1" 7'-0"
'x 0.032"'
'~;F L. L. 8'-3" 8'-6" 9'-2"
::;F L. L. 6'-9" 7'-0" 7'-10"
"II( 0.026"
:;F L. L. 7'-4" 7'-7" 8'-4"
:;F L. L. 6'-0" 6'-4" 7'-11"
"x 0.032"
'iF L. L. 8'-7" 8'-10" 9'-6"
;F L. L. 7'-0" 7'-4" 8'-1"
(,1.026"
~;F L. L. 11'-10" 12'-0" 12'-5" 13'-2"
r::'F L. L. 9'-4" 9'-6" 9'-11" 10'-8-
(1,032"
/:;F L. L. 13'-4" 13'-6" 13'-11" 14'-8"
1~;F L. L. 10'-6" 10'-8" 11'-1" 11'-10"
ITAL ROOF PANEL WIDTH = ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG.
IE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE L.L. TABLE GOVERNS.
..
LAWRENCE E. BENNETT, P.E.
CIVll. ENOlNEER 41: DEVELOPMENT CONSUU'ANT
P. O. BOX: 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (904) 767-4774
FAll , 1 (904) 767-6556
,.
. I)
'(RIGHT.1996 oJ
(i BE REPRODUCED IN WHOLE OR IN Rt.RTWITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. RE. ~ 46
WIN:
O.H.
1-1/4'
laC
11C
12C
1-1/4'
laC
llC
12C
1-314'
10C
l1C
12C
1-314'
laC
11C
12C
3"x (
10C
11C
12(
3"x (
100 .
110 .
120.
LIV
O.H.
1-1/4
20 tI/
30 III
1-1/4
20 III
30 II
1-314
2.0 III
30 III
1-314
20 III
30 tll
3"x
20 III
30 II
3"x
20 II
30 tI
1. TC
2.n
CCOP
NOTT
J
J
'--'"
SCRli!ENED ENCLOSURES: SCREEN I VINYL AND SOLID COVER
2"x :3
--J
BEAM SEE TABLE 4
OIl, I~HANG VARIES +
2' U" MAX.
-~r
.W"-
fOR MAX.
UPRIGHT
LENGTH l"x 2"
I
.
3- 1/2" SLAB ON GRADE
OF, RAISED fOOTING
VARIES NO MAX. (ELEV. SLAB OR ON GRADE)
-J
TYPICAL GLASS ROOM WITH SOLID ROOf. TYPICAL fRONT VIEW fRAMING
· (HEIGHT OF UPRIGHT IS MEASURED fROM TOP OF 1"x2" PLATE TO BOTTOM OF WALL BEAM)
ALUMINUM PANEL CO.VER
i-
N
T-J
LJ
a:::
:)
1--
o
:)
f-
Ul
~~
~:
Ul
X
....
I
"-/
2"x~ BEAM AND COLUIwINS
MAX. COLUMNS, SPACING
SEE TABLES
1 "x2"xO.040"
'If( VARIES
1
TYPICAL GLASS ROOM
NOTES:
1. ANCHOR 1" x 2" OPEN BACK EXTRUSION WITH TAPCON 1/4"x2-1/4" LENGTH OR EQUAL
MAX. OF 2'-0- D.C.
ANCHOR TO WALL WITH 1-1/2" 110 SMS WITH WASHERS 2'-0" D.C. SPACING
ANCHOR BEAM AND COlUIwIN KNEE. BEAM WITH ANCHOR CUPS AND 110 SCREWS AND
WASHERS
2. "'IN. Sl..A8 THICKNESS FOR su.a ON CRAOE 15: 3-1/2" CONCRETE
3. SEu:CT FRONT WALL BEAM fROM TABLE USING LARGER "A" VALUE OF W/2 OR W/2+0.H.
4. 'If( IS CLEAR DISTANCE fROM HOST STRUCTURE TO FRONT WALL BEAM
LAWRENCE E. BENNETT, P.E.
CIVIL ENGINEER &; DEVELOPMENT CONSUlIANT
P. O. BOX 4368 SOUTH DAYTONA. FL 32121
PHONE 1 (904) 767-4n4
fAX . 1 (904) 767-6556
"-.J
C COPYRI :iHT, 1996
NOT TO BI REPRODUCED IN WHOLE OR IN flt.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. RE.
;REENED ENCLOSURES: SCREEN I VINYL AND SOLID COVER
II~BLE 3:
MAXIMUM HEIGHT OF UPRIGHTS FOR SCREEN AND GLASS
ROOMS EXTRUSIONS AND SELF MATING BEAMS OF 6063 T-6
ALUMINUM ALLOY
W~ING SCREEN PANEL WIDTH "W. (SEE TYPICAL GLASS ROOM DRAWING), SELECT
Uf :'RIGHT REQUIRED FROM THE MAX HEIGHT ALLOWED FOR EACH EXTRUSION
WIDTH "W"
36"
EXTRUSION
42"
48"
54"
60"
66"
72"
78"
2" I( 2"x 0.044"
9'-2"
8'-6"
7'-11"
7'-6"
7'-1"
6'-9"
2" j( 2"x 0.050"
10'-2"
9'_5"
8'-10"
8'-2"
7'-11" 7'-6"
7'-2"
6'-11"
2" J( 2"x 0.093"
12'-10" 11'-11" 11'-1"
10'-6" 9'-11" 9'-6"
9'-1"
8'-8"
3" .( 2"x 0.050"
10'-8"
9'-11" 9'-3"
8'-9"
8'-3"
7'-11 "
7'-6"
7'-3"
2";( 3"x 0.050"
12'-10" 11'-11" 11'-1" 10'-6" 9'-11" 9'-6"
3" I( 2"x 0.070"
13'-8" 12'-8" 11'-10" 11'-2" 10'-6" 10'-1"
9'-1"
8'-8"
9'-8"
9'-3"
',-"
Ni )TES: GLASS ROOMS THE ADDITION OF AN ALUMINUM FRAME WINDOWS WI GLASS PANES THAT
AloE DESIGNED TO 110 MPH WIND LOAD REQUIREMENTS TO THE ABOVE UPRIGHT SIZES
IN:;REASES THE STRENGTH SO THAT ADDITIONAL FRAMING IS NOT REQUIRED.
'-
LAWRENCE E. BENNETI', P.E.
CIVIL ENGlNEER &: DEVELOPMENT CONSUlTANT
P. O. BOX 4368 SOUTH DAYTONA. FL 32121
PHONE 1 (904) 767-4774
FAX , 1 (904) 767-6556
:lPYRIGHT. 1900
TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNEn, P.E.
.
2
33
I
~
ATTACHED ALUMINUM COVERS
SEE CONNECTION DETAIL
2" x 4" LUMBER TOP PLATE WITH ROOF
w U 2" x 2" x 0.044. ALUMINUM OR
::::;
a ci 2" x 4" AT 24. O.C. LUMBER
I
.
w v
-' C'l
CD f-
a 4: SHEA THING: 1/2" PLYWOOD OR
::It STRUCTURAL GRADE THERMAL PL Y
Vl
Cl Cl WITH SIDING
z :::l
i= f-
Vl Vl
X .v
w
)( / 2" x 4" P. T.P. PLATE w/ 3/8" x
. 4-1/2" CONCRETE ANCHORS
C'l
SEE CONCRETE DETAILS
SECTION THROUGH UTILITY ROOM
SEE CONNECTION DETAIL
12" x PAN (SEE CHARTS) USE 'W' TO
SELECT PAN FOR REQUIRED SPAN
2" x 2" x 0.044" ALUMINUM OR
2" x 4" AT 24" O.C. LUMBER
w
::It
a
I
w
-'
CD
a
::It
Cl
z
i=
Vl
x
w
SHEA THING: 1/2" PLYWOOD OR
STRUCTURAL GRADE TliERMAL PLY
WITH SIDING
"Wl" VARIES
FOR FRONT BEAM USE 'L''''W/2+0.H.
SHED IS FRAMED WALL ATIACHED TO
HOST STRUCTURE
1/2" L-BOLTS FOR 2" x 4" P.T. PLATE
OR CONCRETE ANCHORS AT 4'-0" D.C.
/
SEE CONCRETE DETAILS
UTILITY SHED AND CARPORT WALL SECTION
NOTES:
1. ANCHOR PANS TO HEADER CHANNEL WITH (3) 110 x 1/2" S.M.S. W/ WASHER.
2. ANCHOR PANS TO ROOF BEAMS WITH (3) 110 x 1/2. S.M.S. W/ WASHER.
3. ANCHOR COLUMN TO CONCRETE FLOOR WITH 2-1/4. x 3" CONCRETE ANCHORS.
4. ANCHOR COLUMN TO BASE PLATE WITH 1-1/4" S.S. BOLT
LAWRENCE E. BENNETT, P.E.
ClVll. ENGINEER &: DEVELOPMENT CONSUcrANT
P. O. BOX 4368 SOUTH DAYTONA. FL 32121
PHONe 1 (004) 767-4n4
FAX , 1 (904) 767-6556
e COP, RIGHT, 1006
NOT T( BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
J
J
,
'-../
.
3
40
.,
II ~,' ". 1" . j . > C ':-
ACE
ALUMINUM
Job No.
Phone: (813) 782-2616
SOLD TO
ADDAI:SS
SHIP "f 0
DATE
PHONI:
II~R-
Lor- ~ '/ ...?J>t>b/ ~ /ItU/;,VL)/f L..l'JoP
ZEP)fY/2)//LLJ" r/' ..7r.?S't/ /
/ -.....7 t!J " 9 h
7r~ "'d.27b
ACE ALUMINUM
38525 2nd Ave.
ZEPHYRH1U-S. Fl33540
762-::616
\......-
-
"
/\ ~ ./' r> ...5., ~
.~
.. /
LP)( ~ J( /D X c:, s'/I-.€D
() X Jolx 10 <SCR-$EAJ K..DOr'1
I
." ;<. / C l7,e.pCJ~ ...,.-
.~X// "/ seX'. tRDOM
IP/I eJ/ SHED
;'
-..
...
...
....
..
...
"',
...
.'
PERMIT
PRICE
TAX
The undersigned agrees to pay ~ TOTAL PRICE ..3J>tJO,. ro
INSTAllERS IN FUll ON COMPl;;.....:;. " DEPOSIT
-L
-A
~
,-----L
L
-/lilt(
BALANCE C.O.D.
Customers Sign;ature