HomeMy WebLinkAbout96-5600
BUILDING PERMIT-
CITY OF ZEPHYRHILLS Permit Jlf
(813) 788-6611
j--5600A
Date
c9- -/6- ? .-'
c9 ELECTRICAL PLUMBING MECHANICAL
Pmp'rty Own.., ~~
Job Address: L3~ ~_~
Parcell.D. # Jtj- ~ - J../ - 0/ b 0 ~ eJ 0" c;J ,'J '~ D3li-6
Zoning: Energy Code: ~ Radon Gas: ~,3 tJ
DescriPtionofWork~./U~ - _/- C.~A~~
Sewer Conn
Water Conn:
Water Meter:
T,I.F.'s:
NO OCCUPANCY BEFORE C.O.
FINAL
C.O.
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
Inspector
Permit Fee J Cl. c::r-t>
Signature ~ (;V.;\. \J~~
Company
Address
Telephone#
Valuation or
Contract Price
.,2 '/..$. -0. crv
.
City License Registration # fr:3
State Certified License#
IlY2 ~
BUILDING
ELECTRICAL
PLUMBING
-
MECHANICAL
~~:. S~~~ ttfTlrr
Lintel
FRM.
Insul. CL
WL
Tp. Serv.
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
Final
Final
Driveway ~ZO,..q~lJJ BLr
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.
APPLICAnON FOR PBlKIT
CITY OF ZEPIIYIUIIU.S
BUILDING DEPAR'l'KENT
OWNER'SNAKE
1.v1f1W~
OWNER'S ,ADDUSS ALJr ~ R ....PRo I fl 1.. 14 w It /l.JD~
JOB ADDRESS S,t:l ME
GoD J,J I fJj- tI-
PHONE
7/~~ /3S'i/
LmP
LEGAL DESCR1P1'lON: LOT(S) BLOCK SUBDIVISION W/'7YW/J1€.P btJ/ J./tD..f'
PARCEL 1.D.' / <!-.;2b-dJ.,j-L:>/bD-t!)OCK::o- O.JR'O (OBTAIN FROM PROPERTY TAX liOTICE)
WORK PROPOSED: ~ew' CoaatructioD ----..Addition ----^lteration Repair _Install
Sip
PROPOSED USE: ~iDa1e F~
_ec-ercial
-.....JIove
-DeIIOlish
--Jl/F _' of Units --Jl/H
_lDduat. -5wia. Pool _O~er
Restaurant II Health Departaeo.t Approval
DESCllIP'1'ION OF WOB: Ct>)Jc.~c'i1i- - S#eO - C1111' r='LJR-r-
, . "
BUILDING SIZE: X , .s':;0 Square Feet,P 70 9 Heiaht
RESIDBllTIAL: ATrAaI (2) PLOT PLANS , (2) SETS OF BUILDING PLANS " (1) SET UERGY FOBMS.
COMKERCIAL: AttACII (3) SETS OF BUILDDilG PLANS, (1) SBT ENERGY FOBHS.
PROPERTY SURVEY BBQUDED FOR ALL NEW COHSTllUC"tION.
"~" ,
-=..JStJ1LlI)DiIG
PERMITS REQUESTED
$. c2L/~tJ . 00
Valuatio~ 'of Total Construction
RT RCmCAL
AIIP Se:n~ce
Florida Power Corp.
W.R.E.C.
--1IEQI.Ui1CAL
$.
Valuatioo of Kechanicallnstallation
-PLUKlBDlG
GAS
ROOPDlG
SPECIALTY
- ,
TYPB PF 4::01lS'1'JWC1'10B:
B1ocJr. ~raae -5teel
Other
FDlISBBD FLOOR ELBVAnONS:
FT.
IS PllOJEC1' IN FLOOD ZONE AREA!
YES NO
..........................................
Signature
CONTRACTOR SECTION
~' mtlPAIIY ):JLE /fLU /lA ~
, '. ,. "'-. State Cert. or ,Regist.' CRC-Dj:,JbN-E>
_ City License Registration' __
.**..**...*.**.****.*****.***************.
BUTLDRR.
RI.RCTRIC:t.AIl
COHPAHY .
Stace Cert. or Regist. ,
City License Registration'
..***.....................................
SiaflAturl~
PLUKBER
COKPANY
Stace Cert. or Regist. .
City License Jlegistration .
............*..................*..*.......
S1goaturl!
HECHANIClU&
~ COHPAtlY
State Cert. or Regist. .
City License Registration .
...........................*...........*.*
Signature
OTRF.R
..***~
COHPAHY
State Cert. or Regist. ,
City License Registration .
~*.*.*..........*.........*....*
Sigoature
APPLICAT10H APPllOVED BY
PERKIT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A. llOTlCE OF DEED RESTRICTIONS
'fbe uDdi!raignecJ UDderataDdathat this penit liy,be"aubject to 'deed restrictioaa' 'which lir be lOre restrictive tbaD City
regulations. !he UDderIigDeCl aa&UIe& :respoaaibilitr. for C'.OIp1iaDce with aDY applicable c1eed reatriCtiODl.
B. ' UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the iMUlI baa hired" COIltractor or contractora.to IUIdertake work,. theY.IiY be. required to ))e 11ceuae411l ac:coicJance with
atate a11d local regulati~., U the cootractor la not licenaed is reQUired by law, both the' ~ aDd COIl~tor Eyba
cited fllr a .iac1eleaDor ;1c)iat1oa uocler atate law. If the 0IRIer or intended contractor are- 'Unclrtain is to _t lic8118ing
require/lents IiY apply for the inteDded work, they are advised to contact the City of ZepbyQilla Building Departlent, (813)
788-6611. . .' '
Furtbenore, if the owner baa bired a contractor or contractora, be ia advised to bave the contractor(8) sign portioaa of the '
IContractor Sectioaal of tbi8 appUcatiOll for which 'they will be re&pcI1iible. If JOU, is the 0IIJIer 8ign is tile contractor,
you are iDdicatiDg that, JQU, rather than till! contractor, are reaponaible for the lIIOl'k. If the contractor lliabeayou to' sign
is cootcactor that Ii' be aD indication that be is not properly licenaed and is not entitled to perlittiDg privileges in the
City of Zephyrhilla.. ' ,
C. 1RANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. ~ONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, tile applicant, llive been provided with a copy of 'Florida'. CODatruction Lien Law - BoIeolIDer'aProtection
Guide' prepared by tile Florida Departlent of Agriculture and CoDaUlU' Affairs. If the applicant i8 8OI8OIl8 other tbaIl the
.mmer', 1 certify that I baveobtaiDed a copy of the above described docuIent andproliae in good faith to deliver it to the
lownerl prior to COIIeDCeI8Dt. .
E. !=ON'l'RACTOR' S/OWNER I SAFFIDAVIT
I certify that all theinfOl'liltiOli ill tbia application is accurate and that allllOIk will be done.in CoipliiUlce with.all
applicable 1_ regulating COII8UUCtiOO, 10000g, and land developl8Dt.
. &.,
Application is hereb, lade to obtain a. pmit to ,do IIOrk and iIlStallation iSiDdicated. Icwf, that DO lIIOl'k or
installation baa co.eDcec1 pdor to iaa~ of a;peraU.and that all work "ill be perfOIJedto leet ataDdarda of all 1_
regulating cooatructiOll, City codes, ICJIling 'r;egulatiOll8, and land developl8lltregulatiOll8 in the jurilldictiOll. I also
certify that I UDderataDd that the regulatiOns ofotber gGV8IIlIeDtal agenciea IiY apply to the illteDded work, and that it is
If responsibility to identify _t actiOns I lUSt take to be in c:oapliiUlce. Such agencies include but are not lilited to:
I DepartleDt of BnvirODJelltal Regulation - Cypress kybeada,. MetlaDd Areas and BnvirODJelltally Sensitive Landa,
, Mater/MiStewater treat:JeDt .
I Soutbweat Florida lIater __t District - lIe1l8, Cypress Bayhea4a, MetlaDd Areas, Altering Matercouraea
I lray Corps of Engineers - Seawalls, Docks, lavigable Watervaya
I DePilIt:JeDt of Health , leIlabilitative Senicea, InvirODJeDtal Health Unit - Mella, MiStellater Irea_t, Septic I_
I US InvirODJental Protection Agency - Asbestos abat8lleDt . . '
I also certify that, Utillliterial ia to be used in Flood loDe IAI or IA,ete.l, it is underatood that a draiDage plan
addreaaing a lCOIpeII8ating vo1uae' will be aubJitted which la prepared by a professional engineer registered in the. State of
Floridil: prior to penit iaauance. '
A ~it isaued aball be COIIItrued to be a license to proceed with the IIOrk aDd DOt as authority to violate, cancel alter, or
6et aside aDY proviaioaa of the tecbD1cal codes, nor aball iasuance of a perait prevent the Building Official frOl thereafter
requiring a c:oaectiOll of errora in plana, COIl8tructiOll, or ,iolatiODl of aDY cocle. Ivery perait iaaued tball ~ invalid
unless the IIOrk authoril.abr such perlit i8 cow,"*, witbiD au IOIltbs of iuuance, or ifak authorued by the perait' i8
suspended or abandoDed for a perioc1 of aillOIltbs after the tile the lIIOl'k Is ~neecl. One gO day utenaion of tile, IiY be
allOlfeCl for the penit ldth fee charge of $15.00. !be eltenaion &ball be requested in "riting to the Building Official. An
approvlld iDapeCtiOD I118t be logged. during each. ail _tit perioc1, or the project will ,be cooaidered abaPdoPed.
IWUUX(i 10 OWl: YOUI FlILURB 10 BBCORD A IIOfICI 0' aJIHBIICIIIDf MlY RBSULI II YOUR PAYING IIUCI POll IHPROVIMiIIIS 10 YOUR
PROPIB'I1. 11 YOU 111110 10 OBIW PWKCIJIG, COISULI'fllH YOUll LBNDIR OR AN lllORllKY BIFOHB RICORDIIG YOOI JIOfICI OF
O>>lHIJf(:JOIIIII. JOBS UIDIR.. $2,500 U VlLUIllO lor IIID 10 JIBCOIU) AXD POST A 'IOIICI OF aJlHBJlCIlIIDI'.
~
SIGNA : COII1lACIOIl .
-~y;
SIGlUI7UB1: 0EIl OR AGBft
SIAIK OF FLORIDA P
coum OF :4-5 [' 0
Tbe foregoing instI'Wlellt was acknowledged
befoI'B me this SJ. J) , 19~by
-'dJ-t) e- R-r . S I H f1S
who j,s personally known to lie or wile has
prodtll...dd"
~~~o:~~ do ~d~DOt
(S1gm'lture) L ..:7.... .. ;:
(Name~ Typed, P~inted or Stamped)
~rt PUBLIC' '
,SIAII OF FLOiIDA
coum OFse.-a
Tbe foregoing ins rument was acknowledged
before me this . '-. , 19$. by
ALI3~r .s /HN-S
who is personally known to me 91' wAQ"has
, proauced""
as id8Rtifi"CftioA and wbo -dH1did not
tat. e an oct.. th. f!~1 /1., fJ A
~.<:. 'JI'-' ". (J-zJ>.-
(Signature)
I(fiTl-lLfEXJ J BR /JWr./
(Name Typed, Pr~nted or Stamped)
NOTARY PUBLIC
:\""v PI/e
.'1> b. ({.
~II~
"" ~
, Of f\.l)~
KATHLEEN J BROWN
My CommlssiCln CC449029
expires Apr, 02. 1999
Bonded by NFNU
80(1,224-6368
..toy PI/
",,<o:\,nb({. KATHLEENJBROWN
II My ComrniIMlon CC449029
* * eXptfes Apr. 02. 1999
~ ~.. Bonded by NFNU
,., Df f\.O~ 800.224.8368
.1
I "i " >e' "'4" 1 \ , ,>
"--
ACE
ALUMINUM
Job No.
Phone: (813) 782-2616
ACE ALUMINUM
38525 2nd Avo.
ZEPHYRHILlS. Fl. 33540
762-=:616
SOLD TO Go!1W/PS- ~ If J',1kE.J:
ADDFIi:SS .(pr.......?R ~PC'/ A !1W/T,vD,q " oop
SHIP'l'O cEp)-/V,er//LLS F), cJc.?Sl//
DATE ;) -S""- q b
PHO":I: ? 1~-/c3 S-<(
.. /!i>AY".LJ/Zr; - -S7"'EP~ - /)AJJV$W/J Y
,.
/ / xS-?< II SHE.;:)
p 1:2.. 7< ..:; ~ CA~fJO~~
,
...
..
..,
...
"..
..
PERMIT
PRICE
TAX
The undersigned agrees to pay TOTAL PRICE dJ qS-o .00
INSTAllERS IN FUll ON COMPLETION DEPOSIT
--
"--
L
- ,{!/W, )
~ kef>.
BALANCE C.O.D.
Customers Sijrwture
SlTR l'l~
. (llP..SlDl!HTUL USR OHLY~
I'JdlCEl, I .11.
/L/ ~b
-" ~~ !':l; '1\4 ,.
1'1101'1;11'1'\' : I~SUIl~1t::fH
~I
llW.;
S-:?X Ro .
0/60.
suuu
~
LI L.Ul: I~
tX??t!)
l.or
33o~
/'IN/))jf::, ~
UAT~ c;;l-S-91-
,. ....
ClJllill:1 rr ('0 d ~IlS
Qo D W jtJ'..l ..J-
W8.teA/~
1 I. .Ie.un tg "c.-l'. tor nll Jlatc~l~ oe lotu !1~~ Acru~ or l~~u,
,Jdl IlrUW,CI'ki:t ohul uQ w ....... If '... ..
< 53~ I
1
,
ld-
J
< :.J.b '8
f-1.S -7 i . {
is (<FOf.:
C'
~C!'
t 'j.1 Sf( 1 6-
v 01311.-
fil fl1~
~~ "
)
r
y~' +- ,.S ~
~() ,
~IO'
..;1\< t
p~' ~~
:20'
l
L.o r -...;>,p ~ J"o/ 1/ L.Ilttll'/ A/ /}/J L.{)O~
SllllW 1\1.." LXLS1.1NC AND rnOrOSED S'rnUCTUllES CIVlJiC n~SIOHn AUD S~l'u.AC~.s, bL:; .'" lllU1Clin~
I>/;Y 1I0LlII~::i, (Jf WATf.ft MID nO.wWA'tS ,( INCLUDIHC HI'JiES) A.DJ^CI~'r 'ro TilE l'IlUP~IlTY, .1t/U1CliTE
1"1': 5 I" I Y EJ\Il. N'iu tiN1E Of IiOt:U.E I SUCH AS ll' x ClO', 19 Q \ I fLEETwaoU I
~ll "EA';l~tIEIi1SIl. "iUCUT-OF-WAylI &104 ~'JUJllSDICTIONAL LINE6".Iil:u/I,: bQ ahown on all Idt;: plall:).
UU /lUT HICROACU INTO ANY EASEMENT WlTH A S'fRUCTUll.E
1I0UH COtf5UlUCJ'Otf
.u~.; ," M'
.... . 60 II,'
PflorOHU ~ODIfIO'"
".10&; '" .,'
"'.~;ZlJlL.' 1I0'''E :iClUI" I
. .......'1'.. .~. .
.:,: ~)...i '.... ir .:...".....~.:
.,\1....., 1 o. .,. .',,:
. "
..,1'
)'
.
~
..
..
"
.
.." '60'1.' .... 11)0'1.1
.' .... .... · . ",', -t..... -.1
.:: ' : :". .a' .' ,. " ~o' , H,.
\~, ~h i;t,l;';~:~wiv',.,o' :(;,t.,l~~~ q~j~ ~;1'.. 'I~tl'~l':, "'::'(f'~I'D"" ...
..., ... ~l" . . .' 'J '.. . .
" i .'411. _ ~ .
v .. g _. Q . Q
1.1' Q. Q 1111 ..' - ,. .,' ,.: 1.0....... ;:
- - ~.~.:. : -.. ," : a..,
t" ; ~ lJ:'
,. ",
.
..
, 10'
'0.
,",. _.J.
60'
a040 Iuwf
ac.
....,
hQ411 ......,
.
!i 1'1 f'1'\']: l'I!
... ......
Ct') --::--
"' 'E-..-- "'_
\ '-/
~
~
f.
r
\U [ ~ - 0.
~~
;0
\\\
~
?v
-
7
~
'-
~
.....
'-..
~ ~ ~_.o.c~_>
1
~
A
~
~.
~-
)-
~
t
---...;,
b~
~~
. \)
we
~~
~~
Ill~
~ t;\)
c>C)
~
~
'~
.....
'l
'\
~
tl)
C:>
~
11)
!)
~ Sl'
~~ ~w
~ ~ x
(--\\ ' ,
""'V ~ X I,,(J
~ L1 ~;~
~;........
0'\ '0 ~ ......\
. c ~ \ri
~ r> t; D
~ V)
'\ )J
~~ ~ a
~~~~
.., '1
'v "t-- ~
'-'>, ~\)
~9v~6'-
~~~Q
~
~~
','\
.)
~
v!
/
<)...J
V)
~
x
.-\..
~
If.! '\
r~ "
.. l'
~'1
c~
"
4) Q)
~-{.
tl\ ""
;:r
~'l":\
N"\
~~
....
....
~~
~ 11'1 ~ h
~C> ~ ~
ll\~ '\ ~
~ 'Ii :j
'I;~ l1 ~
~~~
I""
.....
()
:1
"
~
l'l\
"
~
I:::
~
......
r
1'1
~
l.::
....
-::
,-
VJ~
fi\ ~
t.~
~~
fu
~1.
~l>
~,~
~~
~
..
j.J
G"
"--" '
~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"
BEAM SIZE BEAM SPAN FOR DESIGNATED LOADS
BEAM LIVE LOAD WIND. LOAD
LflAD WIDTH 22'/SF 32'/SF 100 MPH 110 MPH
2":1: 3"xO.050"TILT BEAM OR 2"x 3"xO.050"EXTRUSION
5 '8'-1- 6'-7- g'-o"
6 '7'--4" 6'-0- 8'-3-
7' 6'-10" 5'-6- 7'-6-
8 . 6'-5- . 5'-2" '7'-2-
g' 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"): 4"x O.OSO"xTILT BEAM
5' g'-g-
6' 8'-11"
7' ' 8'-3-
8' 7'-9-
g' 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"
7' 1 0'-1 0"
8' 10'-1-
g' g'-6-
10' 9'-1"
11' 8'-8-
12' , 8'-3-
2" I[ 5"x O.OSO"x 0.120" S.M.B.
5' 15'-2"
6' 13'-10"
7' 12'-10"
8' 12'-0"
g' 11'-3"
10' 10'-a"
11' 1 0'-3-
12' 9'-9-
2", '"x O.OSO"X 0.120" S.M.B.
5' 17'-2"
6' 15'-a"
, 7' 14'-6"
8' 13'~~
g' 12'-9"
10' 12'-1"
11' 11'-1"
12' 1 0'-3"
EXUdPLE
--..'
8'-0-
7'-3"
6'-9"
6'-3"
5'-11"
S'-~
5'--4"
5'-0"
10'-5"
g'-6-
8'-10-
8'-3"
7'-9"
7'-5"
7'-0"
6'-9"
12'--4"
11'-3"
1 0'-5"
g'-g"
9'-2-
8'-9"
8'--4"
8'-8"
14'-0"
12'-9"
11'-10"
, 11'-1"
10'-5"
9'-11"
9'-5"
g'-o"
1 0'-11"
1 0'-0"
9'-3"
8'-,-8"
8'-1-
7'-9-
7'--4"
7'-0"
14'--4"
13'-1"
12'-1-
11'--4"
1 0'-8"
10'-1-
9'-8-
g'-3"
16'-11"
15'-6"
14'--4"
13'-5"
12'-8"
12'-0"
11'-5"
1 0'.11"
19'-2"
17'-6"
16'-2"
15'-2"
14'-3"
13'-7"
12'-11-
12'--4"
8'-1"
7'-4"
6'-10"
6'-5"
6'-0"
5'-8"
5'-5"
5'-2"
g'-g"
8'-11"
8'-3-
7'-9-
7'-3" .
6'-"'''
6'-7"
6'-3"
12'-10"
11'-8"
10'-10"
10'-1"
g'-6"
9'-1-
8'-8"
8'-3"
15'-2"
13'-10"
12'-10"
12'-0"
11'-3"
10'-8"
10'-3"
g'-g"
17'-2"
15'-8"
14'-6"
13'-7"
12'-9"
12'-1"
11'-~
10'-3"
120 MPH
7'-5"
6'-9"
6'-3"
5'-10"
S'-S"
5'-2"
5'-0"
4'-9-
8'-11"
B'-l"
7'-6"
7'-()"
6'-B-
6'-3"
6'-0"
5'-9"
11'-3"
1 O'-B"
g' -11"
g'-3-
8'-8"
8'-3"
6'-10"
7'-6"
13'-10"
12'-8"
11'-8"
10'-11"
10'-4"
g'-g-
9'-4"
8' -11"
15'-8"
14'-3"
13'-3"
12'--4"
11'-8"
11'-'"
10'-6-
10'-1"
\
~
LAWRENCE E. BENNETT, P.E.
CIVIL ENGINEER &: DEVELOPMENT CONSUlIANT
P. O. BOX 4368 SOUTH CAYTONA. FL 32121
PHONE 1 (904) 767~n4
FAX' 1 (904) 767-6556
3
49
C CiJPYRIGHT. 1996
N01 TO BE REPRODUCED IN WHOLE OR IN R'.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
ATTACHED ALUMINUM COVERS
ISLE 4
ontinued
"
3"x 3"xO.040" ROLL FORMa
10'. ,-0"
11'.-8"
13'.-4"
15'.-0"
3"x :3"xO.060" ROLL FORMa
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 :1"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'. 1 0" 5, 1 84
13'.10" 3,888
15'. jO" 3,024
1~1~ 2~~
3"x ]"x 0.125"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 0.125"TUBE EXTRUSION 6063 T-6 ALLOY
15....-9.. 9,312
18'. ,-5" 6,984
21'.-0" 5,432
23'--8" 4,074
· AU.Of 3105 H16 ..
1. THE 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
,
BlE 5
ISOLATED FOOTINGS
i
MAXIMUM ROOF AREA IN SF FOR CARPORT POST W/ISOLATED FOOTING ..
UPUFT LOADS FOR BELOW LISTED WIND VELOCITY
FOOTING TYPE & SIZE 100 MPH 110 MPH 120 MPH
POUli4ED CONCRETE
l'-o"X 1'-0"X 1'-0"
1'-4"X 1'-4"X 1'-4"
1'-S"X 1'-6"X 2'-0"
"-8"X 1'-8"X 2'-0"
"-8"X l' -8"X 2'-6"
2' -o"X 2' -O"X 2'-0"
2' -S"X 2' -6"X 2'-6"
PRE.,CAST SLAB WI 80' SACK-CRETE
& Bi'l CKFILL OVER SLAB
,'-4"X 1'-4"X 2'-4"
29
86
163
187
275
346
463
25
72
136
156
229
288
386
21
61
116
134
196
257
331
117
97
56
LAWRENCE E. BENNETT, P.E.
ClVIL ENGINEER & DEVELOPMENT CONSUlXANT
P. O. BOX 4368 SOUTH DAYTONA. FL 32121
PHONE 1 (904) 767-4n4
FAX . 1 (904) 767-6556
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
~
o COf"YRIGHT. 1996
NOT TO BE REPRODUCED IN WHOLE OR IN fll.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
3
52
'----
ATTACHED ALUMINUM COVERS,
(2) 1-1/2" x 1-1/2" x "t" ANGLE
OR (1) U CHANNEL x "t"
(1) HAT CHANNEL x "t"
"t" IS THICKNESS OF
REQUIRED POST
TOP OF GRADE
3" x 3" POST SEE TABLE
3/B" x 3-1/2" BOLT
80 LB, 2500 PSI CONCRETE
PRE-MIX
r
,4 ". "
4
...:4' . " . 4
1 16" 1
3"x3" BASE
.
N
........
I
,.,
ALUMINUM CONVENTIONAL CONSTRUCTION
PORCH POST CONNECTION
NOTE: FIBER MESH CONCRETE DOES
NOT REQUIRE WIRE MESH
.)
>
- ~
LL_fV
1~30LA TED FOOTING
2' -0" MIN,
BEFORE SLOPE
I
" . ~ 1 il C':' i
3" x 3" POST 1\JRN BOLTED
TO ANCHOR RISER
POURED CONCRETE
POST IN CONCRETE w/ 14 ~ BAR
12" LONG
ok---
2-3/4" x 2-3/4" x 2-1/2"
LONG x 1/8" lUBING
WELDED CONNECTION
REFER. TO TABLE 5
12" J( 12" x 1/4" PLATE
3-1/2" CONC. SLAB
BASE ANCHOR CONNECTOR
FOR POST TO SLAB CONNECTION
NOTE: IF LOCAL BUILDING DEPARTMENT HAS A
MINIMUM FOOTING SPECIFICATION, THA T
MINIMUM SHALL SUPERCEDE THESE PLANS.
1
(1) 14 BAR CONT.
,j
---
/
'"
, ~i};\,.;:i:,,:'.~
"Jl~~:t!'
.
N
~
ATTACHED ALUMINUM COVERS
'-../
~
~'
SEAlANT
~ 3" HEADER EXTRUSION
~ ~ 16 x 9/16'" TEK SPACED AT
~ ____ 6" O.C. BOTH SIDES
___ SEAlANT
j 1 0 x 1-1/2" S.M.S. OR WOOD
WOOD SCREw (1) PER RAFTER
OR TRUSS TAlL
EXISTING TRUSS OR RAFTER
1110 X 3/'" S.M.S. OR WOOD
SCREW SPACED AT 12" O.C.
3" ROOf PANEL
EXISTING fASCIA
SEALANT
~ J' HEADER EXTRUSION
~ ~ #6 x 9/lf,' TEK SPACED AT
~ ____ E5' 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 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
-----
RJOF PANEL TO FASCIA DETAIL
ROOF PANEL TO WALL DETAIL
N( 1ES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS Buns 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 CONNECTION REQUIREMENTS
LOAD CONDIllONS
GlJI,SS 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/S" 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/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.
~
SI LJCE TO BE LOCATED 1/4 TO
1 .:1 BEAM SPAN AND
S'I AGGERED EACH SIDE Of SElf
M.\TING BEAM
1 d-.50" -r- d-.50" -{
+ + + + + + + +
1" MAX.
B', AM SPUCE SHALL BE t.lIN.
01 d-.50" HEIGHT AND
2 (d-.50") IN LENGTH
h';r~. SCREWS PER SPUCE
TurAL / SIDE Of SPUCE
2' x 4" 4/2
2' x 5" 4/2
:r' x 6 4/2
2' x 7" 6/3
2' x 6" 6/4
2' x 9" 10/5
DENOTES SC EW PATIERN I ~
NOT NUMBER OF SCREWS l-b
+ + + + + + + +
~r
:u
J
d ; HEIGHT OF BEAM
I" t.lAX.
PLA TE TO BE SAME WALL
THICKNESS AS BEAM
PLATE CAN BE INSIDE OR
OUTSIDE BEAM OR LAP CUT
TYPICAL BEAM SPLICE DETAIL
LAWRENCE E. BENNETT, P.E.
ClVll. BNOlNEER elk DEVELOPMENT CONSUI:rANT
P. O. BOx 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (9004) 767-4n4
FAX' 1 (9004) 767-Cl556
.--/
o COPYRi 3HT, 1900
NOT TO ('.I: REPRODUCED IN WHOLE OR IN flJ.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
..,
44
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 BlE 1
,
WIND LOADS:
O.H, CONDITION
1-1/4'x 0.026"
10::> MPH W. L.
11 ::, MPH W. L.
12:: MPH W. L.
1-1/'1 'x 0.032"
10C MPH W. L.
11 c: MPH W. L.
12::, MPH W. L.
1-3141"x 0.026"
lOr> MPH w. L.
lH' MPH W. L.
12(:' MPH W. L.
1-31'I"x 0.032"
10C MPH W. L.
11(' MPH W. L.
12(' MPH W. L.
3"x (1.026"
10(- MPH W. L.
11 C MPH W. L.
12(' MPH W. L.
3"x 1:1.032"
100 IAPH W. L. 13'-2"
110 I'APH W. L. 12'-0"
120 MPH W. L. 11'-0"
LIV I: LOAD: ALL BUILDING TYPES
O.H. CONDITION NO O. H.
1-1/.j "x 0.026"
20 '/'SF L. L.
30 II/SF L. L.
l-1M"x 0.032"
20 '/'SF L. L.
30 '/SF L. L.
1-31.1 "x 0.026"
20 .iSF L. L.
30 IUSF L. L.
1-31.I"x 0.032"
20 '/SF L. L.
30 AI/SF L. L.
3"x 1.1.026"
20 ,ISF L. L.
30 'iSF L. L.
3"x 0.032"
20 ii,lSF 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-
g'-6"
7'-0"
S'-g"
8'-3"
6'-9"
7'-4"
6'-0"
8'-7"
7'-0"
11'-10"
g'-4"
13'-4"
10'-6"
J
7'-5" 8'-2"
6'-8" 7'-6"
6'-2" 7'-1"
6'-8" 9'-3-
7'-g" 6'-6"
7'-1- 7'-11-
7'-7" 8.-5"
6'-11" 7'-g"
6'-4" 7'-3"
9'-0" g'-7"
B'-l" 8'-9"
7'-5" 8'-2"
11'-6" 11'-9"
10'-5" 10'-9-
9'-8" 10'-1"
13'-4" 13'-7"
12'-1" 12'-5"
11'-1- 11'-5"
1 ' O. H. 2'O.H.
7'-3" 8'-1"
6'-1" 7'-0"
6'-6" 9'-2"
7'-0" 7'-10"
7'-7" 8'-4"
6'-4" 7'-11"
6'-10" 9'-6"
7'-4" 8'-1"
12'-0" 12'-5-
9'-6" 9'-11"
13'-6" 13'-11"
10'-8" 11'-1.
12'-3"
11'-4-
10'-7"
14'-0"
12'-10-
11'-10"
3'O.H.
J
13'-2"
10'-B"
14'-8"
11'-10"
1. TOTAL ROOF PANEL WIDTH = ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG.
2. Ti: IE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE L.L. TABLE GOVERNS.
LAWRENCE E. BENNETT, P.E.
CIVR. ENGINEER olI; DEVELOPMENT CONSULTANT
P. O. BOX 4368 SOUTH DAYTONA, FL 32121
PHOHE 1 (904) 767-4774
FAX , 1 (904) 767-6556
~
')
'"
o COr/RIGHT. 1996
NOT 10 BE REPRODUCED IN WHOLE OR IN R\RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
46
ATTACHED ALUMINUM COVERS
SEE CONNECTION DETAIL
2" x 4" LUMBER TOP PLATE WITH ROOF
w c..i 2" x 2" x 0.044" ALUMINUM OR
:::;;
0 ci 2" x 4" AT 24" O.C, LUMBER
I
w '",
.J N
in ....
0 <( SHEA THING: 1/2" PL YWOOO OR
:::;;
Vl STRUCTURAL GRADE THERMAL PLY
C) Cl WITH SIDING
z ::)
i= ....
Vl Vl
X .",
w
x / 2" x 4" P,T.P, PLATE w/ 3/8" x
. 4-1/2" CONCRETE ANCHORS
N
SEE CONCRETE DETAILS
SECTION THROUGH UTILITY ROOM
SEE CONNECTION DETAIL
2" x 2" x 0.044" ALUMINUM OR
2" x 4" AT 24" O.C. LUMBER
12" x PAN (SEE CHARTS) USE 'W' TO
SELECT PAN FOR REQUIRED SPAN
w
:::;;
o
I
w
.J
in
o
:::;;
C)
Z
i=
Vl
X
w
SHEATHING: 1 /2" PLYWOOD OR
STRUCTURAL CRADE THERMAL PLY
WITH SIDING
"W'O VARIES
SHED IS FRAMED WALL ATTACHED TO
HOST STRUCTURE
FOR fRONT BEAM USE 'L'=W/2+0.H,
1/2" L-BOLTS FOR 2" x 4" P.T. PLATE
OR CONCRETE ANCHORS AT 4'-0" O,C.
/
SEE CONCRETE DETAILS
UTILITY SHED AND CARPORT WALL SECTION
NOTES:
1. ANCHOR PANS TO HEADER CHANNEL WITH (3) '10 x 1/2" 5,101.5. W/ WASHER.
2. ANCHOR PANS TO ROOF BEAMS WITH (3) ,'0 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 1-1/40 S,S, BOLT
LAWRENCE E. BENNETT, P.E.
CIVIL ENGINEER '" DEVELOPMENT CONSUJ.:rANT
P. O. BOX 4368 SOUTH DAYTONA, Fl 32121
PHOtlE 1 (904) 767-4n4
fAX' 1 (904) 767-6556
Q COP !RIGHT, 1996
NOT n' BE REPRODUCED IN WHOLE OR IN W\RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
J
J
,
-......./
3
40