HomeMy WebLinkAbout96-5599
BUILDING PERMIT'-
CITY OF ZEPHYRHILLS Permit W!
(813) 788-6611
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~~ ELECTRICAL PLUMBING MECHANICAL
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Property Owner:
Job Add,.,., .3-_ -_- ~~
Parcel 1.0. # / r -X -;).j - t?/66 -- lJ CJO t!) 0 - o..J:> 0
ZOning,' En.'g, ~., Radon Ga., .1..3 J
Description of Work C~~ - ~~ - c.,;~4
Sewer Conn
Water Conn:
Water Meter:
T,U:.'s:
NO OCCUPANCY BEFORE C.O.
FINAL
C.O.
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
~lon:~1-779-.s:1t1
Contract Price ~,y ~ (). (1?)
Inspector
City License Registration #
State Certified License#
~
Po,m;, Fee ~
Si~nature ~ G ~Q
Company
Address
Telephone#
O-'L- ~
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Ftr. ~.I2t> q P/JIJi~P' Servo
Pre SL~ Rough In
Lintel Meter Can
FRM. Const. Pole
Insul. CL Pool
WL Pre-Meter
fA J u1. Final
Driveway Z.-;;!/)-fllt-~t..-r
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
Final
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($15.001 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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APPLICATION FOR PIIKI'1",
CITY OP ZEPBDRTT.T $
BUILDING DEPAa'l'KEH'.f
OWER'S N.UIH G-OOW/A/J J-'W;::)JeA/17
OWNER'S ADDuss~t)1"'=-J??'~RtP(?' ,'~J9uJ~~p~
PIlQNE
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JOB ADDRESS
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LEGAL DBSCRIPTIO",:tot,(S) BLOClt SUBDIVISION I~~Y'WARL) ~..u,o~~
PARCEL I.D.' /i/~qb:-.::<./-..t!/~tJ -OClc90CJ- LJtf7C9 (Pf}T~IN ~OM P~OP~TYTq ~PT:{CE)
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WORK PROPOSED:' ;Yew Coaatalctiou. ---..Additioa -Jlteration Repair _1DM~
Sip :,
- ,: ," ~
,~ve
-De.olish
PROPQSED USE:
~iDal:eF~
,--.Ji/P
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_~ercial,. , ,
_~t.
_' of Units -Ji/H
S,d.. Pool ';""'Otl;ler ,
I I.,
Restaur8llt , Health Departaent Approval
DBSC1lIPTIOM OP lieu:, Ct:JAJ.c,e~r6 - Sl//ZO...... 'CI9x=. JoOR--r-
BUIIJ)ING SIZE: X ,.3'80 Square Feet~ Pn '9 'Beisht
. ~" I ~ ' , : , ,,' t':'" -.. _ , ' .' , . (;_
llESIDEllTIAL: ATrACII (2)' PI.Ot ,I'LAIIS , (2) SETS OP BUILDING PUIS & (1) SET UEIlGY ,POBHS.
CO!tHERCIIU.: ArrACII (3) SETS OP BUILDING PLANS & (1) SET ENERGY FOlUIS.
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_BUlLI)DlG '
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PRRKrTS ppUESTFp
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Valuati~ . ,of. Total CoQS~l'UC~ion
RI.,f.Cli'IUCAL
~,Service
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. Florida po.,.r Corp.
W.R.E.C.
---JmcauaCAL
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TIPS PF 1::oBS~ON,: ,
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Valuati.oa of IlecbaGical.' Iwttallation
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GAS
ROOFDIG
SPECIALTY
Other
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masHED FLOOR. BLBVAT:wIlS: F't'l. ." ; , :. IS PROJECr..UfLOOD ZONa AREA!
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, CONTRACTOR SECTION
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Signaturl:l!
K(.RCTRIC"LAH
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State Cert. or Regist. ,
City License Registration'
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S i D:RJl tur.~
PLUMBER ,
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" COKPAHY '
State Cert. or Regist. t
City License Registration t
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SiaDaturj~
HEC8AHTc.U- ' COHPAIIY
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SiaDatur.~ City License Registration .
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APPUCAT:I:OH APPROVED BY
PEBKIT OFFICER.
CONDITIONS OF PSRMIT,AFFIDAVIT
A. 1l0000ICE OF DEED RESTRICTIONS ,: ,.. ,
!be uD~~aigDe4 UDderataDda tUt ~ '~t 1iI,))e-8IIbject to IW reatricUcma' 'web lif be lOle reatricti:ve th;aA City
regulat:iODll. fte UDdenipe<< ~ ~eapol'libi Ut, for COIpliaDce 1I1tb aDI appUcable deed reatrictiGD8" " , '
. . . .
B. ". UNLICENSED' CON'l'RAcToRS' AND CONTRAC'l'OR RESPONSIBILITIES '. ,,;,~:,,>,'i .' '
If tba -0ldIU baI biredi'CX)IltrllCtor'OrCOlltractOlltolUldertiU 1IOtk,tbef'IiJ be required tollel1ceued1A~ .ith
atate i111d localnguliU..;,U tbeCQlltr~ ia DOt liceDlie4aa r~e4 bl ~, botJI tba'~,.uCQll~tof,tjr ,I)e
cited fllt a .ildaeallOr viiJlaUOIl UDCler itate lall.. If the ower or lDteDdecl c:ontractor are':~,ai to ~t'Uc_iQg .
lequ!rElllenU iiI app1r for tile inteDded WIk, ther are advised to c:ontact. tile Cit! of lephf~la BllildiDg ~~f,(813)
188-66ll. ' ,'" ,'....,.,... " ",.i.';.'),.., . >, ..' ' ", ,,' ,.....,,~\...,", : "
FultherllOle, 'if tile 0l8ler IIaa hired i'eootractor or c:ontractora, be i8 a4vised to bave the contIactor(I)SipPoiuoo8' of the.
ICon,tractor SectioDal oft.bil app1i~tioQ. fQt 1Ib1eb'ther Idll be reapolU5ible. If fOIl, as the ~ aigu aa .t:hlt. C9l11;fie~,
you an iDdicatiDg tbat, IQU, fa_, thaD tIw cootrllCtor, are reapoaaible fOl tbe 110ft. If the CODtractor .iabea YOll to lip
as cootractOl' that ~l: be.~, iDdica~OIl tbat. be ia DOt propedr liceD8ed and 11" DOt entiUed to PeWttiDgPJ:i,i~eg,~,~.~ ,.
Cl"tv of 9"pbJrbll.la .' ..,.'~'"~I ", . ",,', ' ... " .. " , '.,' " " " , .' ,;.. " ':."",~,!,".""'., ,
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C. 1"RANSPORTATION IMPACT FEES AND UTILI'l'Y' CONNECTION FEES
D . ~ONSTRUC'l'ION LIEN LAW . (CHAPTER 713, FLORIDA STATUTES, AS 'AMEHl)~) . ,
I certify that l~tbeappliCillt, JlavebeeG proviclec1litb a copy of 'Florida'l CODatrucUOIl LIeD Law - ~er,,':'ro~t1QQ
Guide' prepared bytbaFJorida ~t oflgricu1ture aod CODalllU Affaira. Iftba appUcant is ...otber tbiQ'the
'ower', 1 certify that l,Jlave.:obtiiDecl,.cop.y of tile above deacr1becl docUlellt andpIOlia, in goodfaitb to deliver'j.t to tbe
IOlllne11l prior to c:GIIiIDCelMlnt. .' .. , ' '.', .,' " .., . .
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E. f:ON'l'RAC'l'OR'S/OWNER'SAFFIDAVIT., . .' '..'
I certify that all tba ,:wOl'IiltiOli iA\:bi.applicaUOIl ia accurate aDd that allllOfk will be done 'ill' COIpliance .lth' all
applic~ble 1_ regulating COQi~tioo, ..lQDiDg" aod land developleDt. " . , .', " ,.
. ..' 'i : :_" .1.4:'~' \,1 . :"'. ''''/f _jl. l,"( ,t _ . I" ..",,' .". -::' _,' _. ,t, ;" i. .
Applic~tiOll ia Ilerebr'" to' ob~i~tto,do~rt iIIld.1Ilata1laUOIl lI'indicated. 1 certify that 110 110ft or," . '
inataJ.1~tiOll baa ~Dced,. pti,of W~w~of,a~~t iIDd ~t itllllOl't .iU~ ~onedto I!'t a~ of ~.' .
legu!iltlng ~truct.iOll;' CIty ~,: ~ :r;~tlcma, 'ap4 ,l~ devel~~t.,r:ep1.tioQlr ~the luriadict101l~' I'llao -..1" ,
certiJ, that l1111darttaDiJ tbat tIIO,i~UOoI'of ,other goVlIJIIeDtalageDdu iii, apply to 'tile lDteDded_k, .11I4 that it ia'
Ir lu;ponaibiUtr to idenUfy atacUOaa I.-at take to be 'ill COIPlialice.. Such ageaclea iDc1ude but are DOt lilited to:
t DepiI,rtlent of InvilOIIII8Rtal Regulatioo - eypreaa kybeada,'W,tllll4 Areas 11I4 iIl,irODleDta11ySeuiUve LaDda,
, , . ,....'.' .. *ter/W~Wlater lreatleAt ' . '. " .
t Soul~weat Plorida Mater llanacie.ent, Diltrlct ,;. W,1l8,. Cypriaa BaJbea4a,' W.Uaad Areas, Altering "atercoUIiU
t lIII)~ Corps of Engineers - SeiIIa1la~ Docka, lavlgable Watenlays
t DePCIIlllent of Health, lehabilitaU" Senicea,.lnviIODIIeDtal Health unit - "ella' MaateMat,erllut8ellt, SepUc la',
. US IwvirODleDtal Protection Agency - Aabeatoa. abituent ." "
I alan certify tbat,':UUUliteriil :Ia to be used ill IloocllOAe III or II, etc. I!, it 1& UDderatoocJ thatadra!Dage plaD
addrelliiDg a ICQlpuaatiDg vo1.' ,ill be aublitted 1Ib1eb II prepared br a profeaaiODal engineer registered iD the State of
Floridal prior to peg1t' iaaUiDC8.; :_..::" , .... " , . . ..", ' ....
1 ~lit isaued Ibill be COIIIU:ue4to ~ ilic:eD&8 to proceed ,1tll tile 110ft aDd DOt as iIltbority to vlol&te, caACel alter, or
set al~ide aDr proviaicma of tbe tec:bD1cal codes, DOl' aha11 iaauaoce of a PlQit prevent the BuilcliDg Official flOI ~eafter
lequi:C.ing i c:orrectioll: ~ errora la, pI_, CODatnct101l, or,io1a~cma ofaDr CQde. ..,1v1EJ pmit iaaued tball becClII ,invalid
unle&I3" the IIOrk. autborho.ll:br auda. pan,it ia ~nted 1dtb1D IU 1ODt.ba of iaa\IaDCe,' or if"at autboriJed by the perait' is
luspe;aC1ecl or aba_eel for i peri04' of ail atba after tbethe the tIOl't ia CQIIIIClIaKI. " <<me 90 'day eateaaiDll of tile, lir be
allowed for tba peni~ litb feec:barg, of tI5.00. !be 81teDaioo aha11 be requeated in 1I1'itiDg to the Building Official. An
appro~l:d iDapectioa IUIt beloggedtlUdDg _ ~,_tIl periotJ, 'ortba project Idll.be conaiclered abaPdoPeeI.
WAJlJU;~(i TO 0lIUR: .,YOUR FAlLUU 10 .amo.llOTla OF CDIIDCIDCIIIIlAY USUL! 11 YOUR P1YDlG I1ua fOIl IHPWVEKmS 10 YOUR
PROPiIl1T. 11'. YOU lIrUD!O OBIW'lUICUG, CouDLI,WI'IH YOWl LUDIIlOB 1II11lOlUlBY WORB IICOBDDlG youa MorIa 01 ',' ,
COHHaI~(:IlHQt...:~OM,,-.WDII'.2,500 11 VAWlIlO lor M~ IOIICORD lHD POSt I 'Karla OF WOIiNCBHm'.
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The i'oregoing ..i~.s,~,~~~ ,w,as aCl,U1owledged . The foregoing i.D&trument was acknowledged
be~Qlre,!~.,~,i,~.;k.os'ifi;:!!-t., ,19..Qk. by, ' ... before me this rEo. -::Y'ztt , 19 9t:: by
.. /JLI3~/tr~''SIM.t1:S.'f'''' h;..., . ",: IIL13~i?T: . ~/ MivJ~
who i.s personally AQWJl. to __ .ko, he. .ho is personally known tOile e. ..A ...8
IWS&ailee4' 1>--'..2, nj;
,a&ib"'ifieHiOlliu~cl ,1f~.,."lldi,4 ~t, as id8RtWi-""ti8ll and who dill/did not
take' oil .""".." ~..." f,lq.' i ,; , . ' take an oith., A _.. ~} .12
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(Signature)
/{1}1fILL::.~ ~_ A~w,J
(Name 'l'yped,Pr~ntedor Stamped)
NOTARY PUBLIC '
~\l-1\" P~II
,,<:> ~ (~ KATHLEEN J BROWlli
* *; My Pojnmlnlon CC449029
:i;)(p;r8s ~. 02. 1999
~" ~.., Bonded by NFNU
~ Of f~()~' &'lO-224-6368
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KATHLEEN J BROWN
My CommInion 00449029
Explretl Apr. 02.1999
Bonded by NFNU
F)(l-224-6368
.1
ACE
ALUMINUM
Job No.
Phone: (813) 782-2616
SOLD ro ()DDW/A) j- I"1~O /lJ1i'"
ADDfll:SS L Or-";>7 .J>?O/ J.../1J1//1fll,oIJ ~p
SHIPTO Z EPUY/c-)./ILL.S Fl. 2.:J>stj /
DATE ~ -,s-- 9b
PHON I': 71'S' - /.3S-'-/
ACE ALUMINUM
38525 2nd Ave.
ZEPHYRHIU-S. FL 33540
762-::616
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PERMIT
PRICE
TAX
The undersigned agrees to pay TOTAL PRICE cQl./ S-D, () n
INSTALLERS IN FULL ON COMPLETION DEPOSIT
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BALANCE C.O.D.
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MiY l\OLlU I~~ UFWI\TM AUP no.wWA'IS (1HC~UDINC UI\H.!::S) AJ.)JAC1~'r 'rCJ 'l'1I~ l'1I0PI.:.II'1"'(, !tIU1CII'j'~
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ATTACHED ALUMINUM COVERS
SEE CONNECTION OET AIL
2" x 4" LUMBER TOP PLATE WITH ROOf
w U 2" x 2" x 0.044" ALUMINUM OR
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0 ci 2" x 4" AT 24" O,C. LUMBER
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O <( SHEA THING: 1/2" PLYWOOD OR
:::;; STRUCTURAL GRADE THERMAL PLY
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x / 2" x 4" P.T,P. PLATE w/ 3/8" x
. 4-1/2" CONCRETE ANCHORS
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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
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SHEATHING: 1/2" Pl. YWOOD OR
STRUCTURAL GRADE THERMAL PLY
WITH SIDING
.wl. VARIES
FOR fRONT BEAM USE 'L'=W/2-t-O.H.
SHED IS FRAMED WAl.l. ATTACHED TO
HOST STRUCTURE
1/2" l.-BOl.TS FOR 2" x 4" P.T. PLATE
OR CONCRETE ANCHORS AT 4'-0" O.C.
/
SEE CONCRETE DETAIl.S
UTILITY SHED AND CARPORT WALL SECTION
NOTES:
1. ANCHOR PANS TO HEADER CHANNEl. WITH (3) '10 x 1/2" S.M,S. W/ WASHER.
2. ANCHOR PANS TO ROOF BEAMS WITH (3) '10 x 1/2" S,M.S. W/ WASHER.
3. ANCHOR COl.UMN TO CONCRETE FLOOR WITH 2-1/4" x 3" CONCRETE ANCHORS.
4. ANCHOR COl.UMN TO BASE PLATE WITH 1-1/4" S,S. BOLT
LAWRENCE E. BENNETT, P.E.
CIVll. ENGINEER &: DEVELOPMENT CONSUcrANT
P. O. BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (904) 767-4n4
fAX' 1 (904) 767-6556
C COP ,'RIGHT, 1996
NOT T( I BE REPRODUCED IN WHOLE OR IN AJ.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. RE.
J
oJ
,
'----"
.
3
40
ATTACHED ALUMINUM COVERS
MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS
OF 3105 H-14 OR H-25 ALLOY
CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINGS
NO o. H. l' O. H. 2' O. H. 3' O. H.
I
I BlE 1
WIND LOADS:
O.H. CONDITION
l-lM'x 0.026"
10C, MPH W. L.
11 C> MPH W. L.
12:: MPH W. L.
l-l/'I"X 0.032"
10:: MPH W. L.
11 C> MPH W. L.
121:> MPH W. L.
1-31ij"'x 0.026"
1 o:~ MPH W. L.
11:, MPHW. L.
12: MPH W. L.
1-31-1 'x 0.032"
10C, MPH W. L.
11(, MPH W. L.
12(' MPH W. L.
3"x (1.026"
1 0::' MPH W. L.
11 :: MPH W. L.
121:, MPH W. L.
3'.x 1:1.032"
100 MPH W. L.
110 /l,,tPH W. L.
120 MPH W. L.
7'-2"
6'-5"
5'-10"
S'-5"
7'-S"
6'-10"
7'-5"
6'-S"
6'-1"
8'-9"
7'-10"
7'-1"
11'-5"
10'-3"
9'-6"
13'-2"
12'-0"
11'-0"
LlVI!: LOAD: ALL BUILDING TYPES
O.H. CONDITION NO o. H.
1-1/.i"x 0.026"
20 "SF L. L. 7'-0"
30 II'SF L. L. 5'-9"
1-1/.1 "X 0.032"
20 II, SF L. L. S'-3"
30 'SF L. L. S'-9"
1-31~, "x 0.026"
20 'iSF L. L. 7'--4"
30 II/SF L. L. 6'-0"
1-31~: "x 0.032"
20 I/SF L. L. 8'-r
30 I, SF L. L. 7'-0"
3"x '11.026"
20ttSFL.L. 11'-10"
30 Ii SF L. L. 9'--4"
3"x'I:I.032"
20 ,:SF L. L. 13'-4"
30 #/SF L. L. 10'-S"
7'-5" S'-2"
6'-S" 7'-S"
S'-2" 7'-1"
S'-S" 9'-3"
7'-g" S'-S"
7'-1" 7'-11"
7'-r 8'-5"
S'-11" 7'-g"
S'--4" 7'-3"
9'-0" g'-r
S'-l" S'-g"
7'-5" S'-2"
11'-6" 11'-9"
10'-5- 10'-9"
g'-S" 10'-1"
13'-4" 13'-7"
12'-1" 12'-5-
11'-1- 11'-5"
1'0.H. 2'0. H.
7'-3- S'-l"
S'-l" 7'-0"
S'-S" 9'-2"
7'-0" 7'-10"
7'-7" S'--4"
S'--4" 7'-11"
S'-lO" g'-S"
7'--4" 8'-1"
12'-0" 12'-5"
9'-6" 9'-11"
13'-6" 13'-11"
10'-S" 11'-1"
J
12'-3-
11'-4"
10'-7"
14'-0"
12'-10-
11'-10"
3'0.H.
J
13'-2-
10'-S-
14'-S-
11'-10-
1. TOTAL ROOF PANEL WIDTH;: ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG.
2. TilE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE L.L. TABLE GOVERNS.
LAWRENCE E. BENNETT, P.E.
CIVIL ENGINEER &: DEVELOPMENT CONSUlXANT
P. O. BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (904) 767-4774
fAX' 1 (904) 767-6556
'----'"
3
C COP iRIGHT. 1996
NOT Tlr BE REPRODUCED IN WHOLE OR IN fli\RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
46
ATTACHED ALUMINUM COVERS
---~.
SEAlANT
~ 'S' HEADER EXTRUSION
~ ~ 18 x 9/16" TEK SPACED AT /0 /
~ _______ 8" D.C. BOTH SIDES / /
__ SEAlJINT
#10 x 1-1/2" S.M.S, OR WOOD
WOOD SCREw (1) PER RAFTER
OR TRUSS TAIL
EXISTING TRUSS OR RAfTER
#10 X 3/~" S.M.S. OR WOOD
SCREW SPACED AT 12" O.C.
3" ROOF PANEL
EXISTING FASCIA
~
~.,:
----
SEALANT
~ 'S' HEADER EXTRUSION
~ ~ fi8 x 9/16" TEK SPACED AT
~ _______ fi O.C, BOTH SIDES
__ SEAlANT
FOR MASONRY USE 1/4" x
1-1/4" TAPCON ANCHOR OR
EQUAL SPACED AT 24" O.C,
FOR WOOD USE jll0 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 DETAIL
ROOF PANEL TO WALL DETAIL
N( rES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA FRAMING WHERE POSSIBLE
ONLY 15";; OF SCREWS CAN BE OUTSIDE THE TRUSS Buns / SUB-FASCIA AND THOSE AREAS SHALL HAVE
DOUBLE ANCHORS. AU. 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
GL/.5S ROOMS WIND VELOCITY LOADS DEAD + UVE LOADS
HO~;T STRUCTURE 102 MPH 110 MPH 120 MPH 22#/SF 32 #/SF 57#/SF
1. CONCRETE 1/4"x1-1/8" CONCRETE SCREWS @ 12" O.C.----->(2) @ l' O.C.
2. WOOD FRAME 1/4"x2" LAG SCREWS @ 6" O.C.------------->(2) @ 1" O.C.
SCI: :EEN. VINYL, AND CARPORTS
HO~;T STRUCTURE 102 MPH 110 MPH 120 MPH 22#/SF 32 #/SF 57#/SF
1. CONCRETE 1/4"x1-1/8" CONCRETE SCREWS @ 12" O.C.----->2 @ l' O.C.
2. WOOD FRAME 1/4"x2" LAG SCREWS @ 12" O.C.--------->2 @ l' D.C.
"--'
BI AM SPUCE SHAU. BE MIN.
01 d-.50" HEIGHT AND
2 (d-.50") IN LENGTH
M,,4. SCREWS PER SPUCE
TI 'fAL / SIDE Of SPUCE
2' x 4" 4/2
2' x 5" 4/2
2" x 6 4/2
2' x 7" 6/3
2'x8" 8/4
2 x 9" 10/5
1- d-.50" -t- d-.50" -{
+ + + + + + + +
DENOTES SC EW PATlERN
NOT NUMBER Of SCREWS
1" MAX.
Sf IJCE TO BE LOCATED 1/4 TO
l/:S BEAM SPAN AND
S' AGGEREO EACH SlOE OF SELF
M .,TING BEAM
+ + + + + + + +
d = HEIGHT OF BEAM
I" MAX.
PLA TE TO BE SAME WALL
THICKNESS AS BEAM
PLA TE CAN BE INSIDE OR
OUTSIDE BEAM OR LAP CUT
TYPICAL BEAM SPLICE DETAIL
LAWRENCE E. BENNETT, P.E.
crVD.. ~OlNEER &; DEVELOPMENT CONSUU'ANT
P. O. BOx 4368 SOUTH DA.YTONA. FL 32121
PHONE 1 (Q0.4) 767Jon4
FAX' 1 (904) 767-6556
.....J
o COPYR :iHT. 19Q6
NOT TO B I: REPRODUCED IN WHOLE OR IN ""RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT; RE.
....
44
ATTACHED ALUMINUM COVERS,
(2) 1-1/2" x 1-1/2. x .t. ANGlE
OR (1) U CHANNEL x .t.
TOP OF GRADE
3. x 3. POST SEE TABLE
(1) HAT CHANNEL x .t.
.t. IS THICKNESS OF
REQUIRED POST
3/8. x 3-1/2. BOLT
80 LB. 2500 PSI CONCRETE
PRE -MIX
"['
~
I
I')
4 .
..:4" .. 4 .. '4
1 16. 1
3.x3. BASE
ALUMINUM CONVENTIONAL CONSTRUCTION
PORCH POST CONNECTION
POST IN CONCRETE w/ 14 ~ BAR
12. LONG
POURED CONCRETE
REFER TO TABLE 5
3. x 3" POST l\JRN BOLTED
TO ANCHOR RISER
1'1
2-3/4" x 2-3/4. x 2-1/2.
LONG x 1/8. l\JBING
WELDED CONNECTION
-----...
>
. -- ~
LL-lY
12. x 12" x 1/4. PLATE
T
2.-0. MIN,
BEFORE SLOPE
3-1/2. CONC. SLAB
BASE ANCHOR CONNECTOR
FOR POST TO SLAB CONNECTION
NOTE: IF LOCAL BUILDING DEPARTMENT HAS A
MINIMUhl FOOTING SPECIFICATION, THAT
MINIMUM SHALL SUPERCEDE THESE PLANS.
I~)OLA TED FOOTING
1"
lI'
(1) 14 BAR CONT,
NOTE: FIBER MESH CONCRETE DOES
NOT REQUIRE WIRE MESH
:.1' ""I,.'i''''
ili .,i .
- 8"
STEEP SLOPE FOOTING
> 1'-10"
,'LA T SLOPE / NO FODTING MODERA TE SLOPE FOOTING
) - 2./12. 2"/12. - 1'-10"
.10TE: NO FOOTING EXCEPT WHEN ADDRESSING EROSION
MIN. 2500 P.S.1. CONCRETE W/ 6 x 6 - 10 x 10
WELDED WIRE hlESH OR FIBER MESH CONCRETE
SLAB DETAILS ADDRESSING EROSION
'-
LAWRENCE E. BENNETT, P.E.
CIVR. ENOlNEER .t DEVELOPMENT CONSUU'ANT
P. O. BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (004) 767-4n4
FAX . 1 (904) 767.6556
C (OPYRIGHT, 1996
NC: r TO BE REPRODUCED IN WHOLE OR IN fliI.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, RE.
.
"
.;)
43
ATTACHED ALUMINUM COVERS
BlE 4
ontinued
3"x ::."xO.040" ROLL FORM.
10'.,-0"
11'., '-8"
1 3'.'-4"
15'., -0"
3"x :~"xO.060" ROLL FORM.
11'.,.0" 3.600 200 164
12'-'10" 2,700 150 123
14'.,.8" 2,100 117 95
16'-.6" 1,575 88 73
3"x ::I"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 :l"x O.90"TUBE EXTRUSION 6063 T-6 ALLOY
11'-10" 5,184
13'-10" 3888
15'-10" 3:024
17'-10" 2,268
3"x:I"x 0.125"TUBE EXTRUSION 6063 T-6 ALLOY
13'--9" 6912
16'.,-1" 5' 184
18'-'-4" 4'032
20'- -.7" 3:024
4"x :a"x 0.125"TUBE EXTRUSION 6063 T-6 ALLOY
15'-,.9" 9,312
18'- -.5" 6,984
21'--0" 5,432
23'-'.8" 4,074
· Al LO( 3105 H16 .
1 . T~ IE SMALLER ROOF AREA OF LIVE + DEAD LOAD AND WIND 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
l
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
, '-o"X 1'-0"X 1 '-0" 29 25 21
1'-4"X 1'-4"X 1'-4" 86 72 61
1'-S"X 1 '-6"X 2'-0" 163 136 116
"-8"X 1 '-8"X 2'-0" 187 156 134
,'-a"X 1'-8"X 2'-6" 275 229 196
2'-o"X 2'-0"X 2'-0" 346 288 257
,2'-S"X 2'-S"X 2'-6" 463 386 331
PRE. CAST SLAB WI 80' SACK-CRETE
& BJli CKFILL OVER SLAB
1 '-4"X 1 '-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.
CIVIL ENGINEER & DEVELOPMENT CONSULTANT
P. O. BOX 4368 SOUTH DAYTONA. FL 32121
PHClHe 1 (904) 767.4774
FAX , 1 (904) 767-6556
"-...I
o COi'YRIGHT, 1996
NOT' :) BE REPRODUCED IN WHOLE OR IN W,RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
3
52
. .
'--"'
~BLE 2
ATTACHED ALUMINUM COVERS
MAX. ROOF BEAM SPANS FOR CARPORTS. SCREEN" VINYL
ROOMS AND OTHER OPEN STRUCTURES WI SOLID ROOFS 6063
T-6 ALLOY
EXAMPLE: FOR SPAN "L" ON DRAWING USE LOAD WIDTH = 'W"/2 + O.H.
2"x 4"x 0.050. TILT BEAM: LOAD WIDTH = 14'/2 + 2'O.H. = 9'
LOAD WITH = 9'; L.L. @ 22#/SF BEAM SPAN = 7'-3"
BE ,AM SIZE BEAM SPAN FOR DESIGNATED LOADS
BEAM LIVE LOAD WIND. LOAD
LCIAO WIDTH 22#/SF 32#/SF 100 MPH 110 MPH
2") 3"xO.OSO"TILT BEAM OR 2"x 3"xO.OSO"EXTRUSION
5 '8'-1. 6'-r g'-o.
6 '7'--4- 6'-0. 8'-3.
T 6'-10. 5'-6. 7'-6.
8 . 6'-5. 5'-2. 7'-2.
9' 6'-0- 4'-11. 6'-9.
10' 5'-8. 4'-8. 6'-5.
11' 5'-5. 4'-5. 6'-1.
12' 5'-2.4'-3. 5'-10.
2":1 4"x O.OSO"x TILT BEAM
5' g'-g-
6' 8'-11-
T 8'-3-
8' 7'-9.
9' 7'-,.3-
10' 6'-11.
11' 6''';'''7.
12' 6'-3.
2"::: 4"x O.044"x 0.120" S.M.B.
5' 12'-10"
6' 11'-a'"
T 10'-10"
8' 10'-1-
9' 9'-6.
10' 9'-1-
11' 8'-8-
12' , 8'-3-
2"::1: S"x O.OSO"x 0.120" S.M.B.
, 5' . 15'-2"
6' 13'-10"
7' 12'-10"
S' 12'-0"
9' 11'-:r'
10' 10'-a'"
11' 10'-:r'
12' 9'-9.
2"K 6"x O.OSO"x 0.120" S.M.B.
5' 17'-2"
6' 15'-a'"
, 7' 14'-6'"
8' 13'-,.~
9' 12'-g"
10' 12'-1-
11' 11'-1-
12' 10'-3"
E)O~MPLE
~'
'---
8'-1.
7'--4.
6'-10.
6'-5-
6'-0-
5'-8-
5'-5.
5'-2-
8'-0-
7'-3-
6'-9.
6'-3-
5'-11-
5'-r
5'--4-
5'-0-
10'-11-
10'--0"
9'-3.
S'-:-S.
8'-1-
7'-9.
.7'--4-
7'-0.
g'-g-
8'-11-
8'-3.
7'-9-
7'-3- ,
6'-H-
6'-7-
6'-3.
120 MPH
7'-5-
6'-9-
6'-3-
5'-10-
S'-6.
S'-2.
S'-o.
4'-9-
8'-11-
8'-1-
7'-6-
7'--0.
6'-S-
6'-3-
6'-0-
5'-9.
11'-:r'
10'-a'"
9'-11-
g'-3-
'S'-8-
8'-3-
6'-10.
7'-6-
13'-10"
12'-a'"
11'-a'"
, 10'-11-
10'--4-
g'-g.
g'--4-
8'-11.
lS'-S-
14'-3-
13'-3-
12'--4.
11'-8"
11'-1.
10'-6'"
10'-1-
LAWRENCE E. BENNETT, P.E.
aVll.. ENGINEER .t DEVELOPMENT CONSUlIANT
P. O. Bo)( 4368 SOUTH CA.YTONA, FL 32121
PHONE 1 (90-4) 767Jon4
FAX . 1 (90-4) 767-6556
C C lPVRIGHT. 1996
NOl TO BE REPRODUCED IN WHOLE OR IN fll.RTWITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETt P.E.
10'-5"
g'-6-
S'-10-
8'-3-
7'-9-
7'-S-
7'-0-
6'-9-
14'--4-
13'-1.
12'-1.
11'--4.
10'-a'"
10'-1-
g'-S.
g'-3.
12'-10"
11'-a'"
10'-10.
10'-1.
g'-6.
9'-1.
S'-S.
,8'-3.
12'--4.
11'-3.
10'-S.
g'-g.
9'-2.
8'-9.
8'--4.
S'-8.
16'-11.
lS'-6'"
14'--4-
13'-5"
12'-8.
12'-0"
11'-S.
10'-11-
15'-2"
13'-10"
12'-10"
12'-0"
11'-3.
1 0'-8.
1 0'-3.
g'-g.
14'-0"
12'-9.
11'-10"
, 11'-1-
10'-5"
9'.11-
9'-5-
9'-0.
19'-2"
17'-6'"
16'-2"
15'-2"
14'-3-
13'-7"
12'-11-
12'--4.
17'-2-
15'-a'"
14'-6-
13'-7"
12'-g"
12'-1-
11'-7"
1 O'-:r'
..
3
49