HomeMy WebLinkAbout95-5382
BUILDING PERMIT-
CITY OF ZEPHYRHILLS Permit l\T!
(813) 788-6611
-;-5382 IS
Date / / -/.s ~7S-
/=:~
~
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
~O~~OWM'~~ ~ .
Job Address: ~
Pamell.O. . , :< ~ -.;;21.' ~ ,,:; CJ 0 . t:) ~(:)
Zoning: Ene~y Code: Radon Gas: ?Jfo
Description of Work -p.pL.- rJ~4 -~.L~
Water Meter:
T.J.F.'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
City License Registration # ;--3
State Certified License#
Permit Fee
Signature
Company
Address
Telephone#
Valuation or ,? /-y
Contract Price -......J/ / ~ . v-D
a I) () A A./WI
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.
....".,'1(. .,.... ~
APPLICATION FOR PDKIT
CITY OP ZEPIIYRBILLS
BUILDIHG DEPARTKENT
OWNER'S NAHK ~{)/3PR..r - /(/r/p
OWER'S ,ADDUSS J.br-lfS:-bo'le'
~J9mE
~,IIIpr
R J lX:r E W'" --r DR...
PHONE
7R;l -;.)~?~
JOB ADDRESS
LEGAL DRSCRIPrlOIl: LOT(S) BLOClC SUBDIVISION
PARCEL I.D.I.3~;;Jb "'~J -t)/3a --t:vtJ[)CJ- ~tj..S-lJ (OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPOSED: ~ew' Coaatruction -..Addition ---1Uteration Repair _Install
Sip
-.Jfove
---PeIIOlish
PROPQSED USB: V;iDa1e F~il7
,-1l/F _' of Units -1l/H
_ec-ercial
_lDduat. -5wia. Pool _Otl;1er
Restaurant II Health Departaent Approval
DESCRIPTIOII OF WOlUC: C{)/IJC/2t:rE - S#~() - ~~~OR.r-)OJ9-7'/O
BUILDIHG SIZE: t? X 1:1-. .1'10 Square Feet, ~~'p' Height
RESIDEllTlAL: ATrACII (2) PLOT' PLAlS& (2) SETS OP BUILDIHG PLANS i& (1) SET EIIERGY POBMS.
COHKERCLU.: ArlACII (3) SETS OF BUILDING PLANS II (1) SET EHERGY FOlUtS.
PROPERTY SURVEY BlQUIRED FOll ALL NEW CO!ISDUCTIOH.
. V;lJW~~G
$.
d7~t>'"OO
P~TS REOUESTP.D
Valuati.' of Total Construction
Rl.RCnu:CAL
AIIP Serv~ce
Plorida Power Corp.
W.R.B.C.
-JlEClLUilCAL
$.
ValuatiOD of KechaDica1 Installation
----.J.>>LUKlBDlG
TYPE f.)P ICOIJSTJWGTIOH:
GAS ROOPDlG
Rlock ~~ _Stee.).
SPECIALTY
Other
PlIIISBID P.LOOa BLBVATIOIIS:
PT.
IS P1WJBCT III FLOOD ZOIlE ARBA!
YES NO
..........................................
BIJJI..DD.
CONTRACTOR SECTION
. OOKPAIIY /J~ /J LU /*'1.
.U~ ~~teLi~o~~~~ :::,e~il/b~P
..........................................
Signatur1e
RT.RCTRIc:ra
COHPAIIY .
State Cert. or Regist. .
City License Registration'.
...*......................................
SianJlture
PLUMBER
COtIPAIIY
State Cert. or Jleaist. ..
City License Jlegistration .
..........................................
Sigoature
MECHAHYCI~
, COtIPAIIY
State Cert. or Regist. .
City License Registration .
...........................................
Sigoaturl~
OTRY.R
COKPABY
State Cert. or Regist. .
City Licenae Registration .
..........................................
Sigoaturl!
APPLICAT:U))f APPBOVED BY
PERKlT OFFICER.
,.
CONDITIONS OF PERMIT AFFIDAVIT
A. lJOTICE OF DEED RESTRICTIONS
Ibe uiuii!rsigned UDderataDda that this penit Jar beaubject to ldeed restrictions I 'whiell Jar be lOre restrictive than City
regulations. llIe UDderaiped aaaUle& respoaa1bU1trfor COIPliance with anr appliCable c1eecl restrictions. '
B. l1NLICBNSED CON'l'RACTORS AND CON'l'RACTOR, RESPONSIBILITIES
If tile oar baa bired a' CGIltractor or COIltractorsto unc1ertab work, tiler II! be regllired to be liceuaecJ la accordaDce with
state iI1d local regWatiOQl. , If the CODtractor ia DOt liCPlled ill reQUired by law, both the 'QMDeI and COIltractor lily be
cited for a .iaclueaDOr violiUoa UDcler state lilll. If the ''olDer or intended contractor are..Ul1eertain ill to what liceDling
requiretlents IIr apply for the' intended IOrk, they are advised to contact, the City ofZepbrrhills Building Departlent, (813)
788-6611., ' " .'. "
PurtbeIllore, if the 0ID8I has bired a contractor or contractors, be is advised to bave tile contractor(s) iign pOrtions of the '
IContra,ctor Sectional of this application for whiell .ther will be responaib~e;o If you" ill the mmer sign ill the ~trilCtor,
you are iDdicatiDg that, JOU, rather than tIf contractor, are responsible for tile work. If the contractor wiabeayou to' sign
as cootractor that IIY be an indication that be is not properly licensed and is not entitled to perlittiDg privilegea ill the
City of Zepbyrbil18. ' ' ,
c. 1RANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, tile applicant, bavebeeo providec1 with a copy of IFlorida's Construction Lien LillI - beolIlDer'sProtection
Guide' prepared by the Florida Departlent of Igriculture and Conau.er Affairs. If the applicant is 8QI8ODI other than the
10000erl, I, certifr that I bave obtained a copy of the above described docuIeDt and proliae in good faith to deliver it to the
'ownerl prior to COII8Jlc:aent. '
E. f.:ON'l'RACTOR'S/OWNER'S AFFIDAVIT" , , ,
I certify that all tlleiDfonaUon ill tbiaapplication i8 accurate and' that all work will be doDein' COIplianC8 with' all
applicable 1_ regulating CODItrucUon, JQnin9iand land develOpleBt.
" .. 4
Application is .berebr lade to obtain a penit to, do IOrk and iDataUation aaiDdicated. I certify that DO work or ,
installation baa ~Dcedprior to~uance of 1'Pem1t and that all work will be perforaed to Met standards of alllalfa
regulating CODItructiOll, City coc1ea,JODiD9 ,'tegulatiops, and l~ developleBt regulatiOlll in the ju.riadiction. I also'
certify that I understand that the regu1aticlis' of other' gDveruental agencies IiY apply to the inteDl1ed vork, and that it is
IY responsibility to identify what actiOlll I lust take to be in coapliance. Such agencies include but are not lilited to:
t Departlent of EnvirOlllelltal Regulation - Cypress Barbeada, Ifetland Areas and Invi1'Olllelltally Sensitive ~,
. , Mater/lfaataater IreatleAt '
t SOUtblllest Florida Mater __t Diatrict - lle11s, Cypress Baybea4a, Ifetland Areas, Altering !latercouraea
t An, Corps of Inqineers - Sea.alls, DocU, lavigable lfatel1laya
t DepartJent of Health i Rehabilitative Senicea~ InviroDlental Health Unit - Ifelll, Ifilltevater Ireatlent, Septic lants
t US InvirODlelltal Protection Agency - Aabeatoa abate.nt .
I also certify that, if flll llterial is to be used in Flood ZODe III or '1, ate. I, it ia understood that a clraiDage plan
addrw.ing a 'COJpeDSatiDg vol..' will be aublitted well is prepared br a professional engineer registered in the' State of
Florida prior to penit is8\1il1lCe. '
A ~lt issued aball be CODItrued to be a license to proceed with the IOrk and not ill authority to ,iolate, cancel alter, or
set aside any provisiOlll of the techD.lca1 codes, nor sball issuance of a perait prevent the Building Official fral thereafter
requidng a correctiOll of errors in pI_, CODItruction, or violatiOlll of any code. Bvery penit i88uecl tball beCCIIIinvalid
unless the work authoriJ.br suell penit is co.epced .U:bin sillODtbs of issuance, or ilak autboriled by the perait is
suspenCled or abaDdoned for I period of WlOIltbs after the u.e the wort ia COMeneed. (& 90da, atenaion of We, IIY be
a11011eC! for the penit with fee charge of $15.00. !he atenaiOll sball be requested in vritiDq to the Building Official. An
approvlld inspection at he logged during eaell ab IODth period, or the project will.be CODIidered abaDdoDed.
WARlfIJIC; TO OWR: YOUR FAlLUU TO I IOfICI OF COIIIIIICIIlBII KAY RBSULr II YOUR PIYIIiG fiICI POI IHPJlOVIICDIS TO YOUR
PROPIln'Y. IF FWIIC COISULI ,IUD YOUll LDDU' OR All IftORIIIY BIFOBB UCOBDIJIG YOUll JIOfICl OF
CC>>lHD( 0 II VALUI lor 1110 ro BICORD AND POSt I IlorlCl OF CCIfHIIJCIHBIIM.
.~~
SIGliAtURI:
--
SIlII OF FLOilDA . f
coum OF .p A-Se 0
'l'he f'oregoing instrument was acknowledged
before Ite this ;J11tfl-1~.z 19~ by
who~t'rs~a1l~ ~~~ ~ .. Mila JaBS
prgsbil(!.ed
i._ lJ._Lifl__11_and who ~did not
~m~-J g. ~~)
(SigJJH~~~ '-- P"F-AJ J: .E1??JvV /'J
(Hame 'l'yped, Printed or Stamped)
~y PUBLIC "
Sllrl 0; FLORIDA
coum OF P 11-:::> e- 0
'l'he foregoing instrument was aclwowled.ged
before me this .AldVb-UkL .2, 19 tJ"l by
A'-BER:r SlJvfU-S ' '
who is personally known to ~ 'ir via. ku
'j --" ~
ilE. j 'lJl llill and wbo..-/did not
ta~..j ~ t3..~
(Signature)_ I .
KAn-l~ J. BRoWN
(Haile 'l'yped, Printed or Stallped)
NOTARY PUBLIC '
~t.,,1 PI/a.
+~ ti~~'
*IiiiJJ*
~~.~
,,~ ~
~Dff\.O'"
KATHLEEN J,BROWN
My Commlnlon CC449029 '
Expires ArN. 02, 1999
Bonded by NFNU
800-224-6368
,t.,,1 PI/e
.~ n ~~
~.:
.,~~ OF f\.O~
KATHLEEN J BROWN
MyCo~~nCC449029
Expires ArN. 02. 1999
Bonded by NFNU
800-224.6368
L
~
L
ACE
ALUMINUM
38545 Palm Grove Drive
Zephyrhlll8, Florida 33540
SOLD TO /I f-?
ADDRESS l.Pr - ~S ~~~K' /2 /O(TE ~',fJ V LJpe.
SHIP 1'0 2EFJHLt'Rfrl-ILL~ Fl. J3JtJ/
DATE /1-;- t)S'
PHON E
~
Job No.
Phone: (813) 782-2616
-
vLWA-
The undersigned agrees to pay
_fJid~;FU~ONCOM~U
lep.
PERMIT
PRICE
TAX
TOTAL PRICE
DEPOSIT
BALANCE C.O.D.
S 1 TP. l'l.kH '
. (IU!SIDENTUl. usa OULY~
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Mi'f UOU.ll~S OF WhTt:ft hUe RO.wWhYS (INCLUDINC NAtU::S) ADJAC1~'r TO "filE .>IlOPI!Il'Li'. 1tIUIC^"f~
T"~: $D:I~. YEJ\Il. N'{b HN1E Of IiOt:tI.E, SUCU I\S 11' x60'. 196\. F1..EE"l"WOOU.
~ II "EAS f.HE"l S". "RIeUT-or-V4Y" .114 ," JURlSO ICTIOIl4L' LINES ", "~II" b. . hown 011 all . H. P !ailS.
uo IIU1' 1f:l~CROACII uno, ANY EASEMENT WITH A STRUCTURE
"OU$&: COtf$TftUC"ON
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PROPOSED ADDITIQ~
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~),Cli~ElE!NllED IENClOSUP~ES: SC~lIEE~~ I \?1~'~Yl WAllS AND SOl~D COVIER
TAI.:lL[ 2: MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL ROOMS AND
OTHER OPEr'J SmUCTURES Wj SOLID Roors 6063 T -6 ALLOY
--
[X \r,,,tPLE: For,::':)p/'\N "L" Or~ DRAWiNG USE LOAD Ii/10TH = "w"j2 + O.H.
2">; 4'x 0.050" TILT SEAM: LO;\O WIDTH = 14'/2 + 2'O,H. = g'
LOAD iV!TH = 9'; L.L. @ 22,I/SF OEAlvl SPAi'J = 7'- 3"
BE ,'\M SIZE OCMI1 SPt~N FOR DESIGNATED LOADS
j[,0.,;.1 UVE LOp,D V.l.lO LO/..D
LOM) 'NIDTH 2~!;r/Sf-:- 32jt/SF 100 t,lPH 110 t,lPH 120l\iPlI
:('" 3"~~O.O~C}"
c'
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6'
7'
r,( ,
c,
g'
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TI!_ T JJ[;\1.1 or~
2", 3":<G.C50" EXTF:USIO!J______._________________
L '--- /' " ')' - 0" 8 ' .- 1" 7 'u. :.:, "
vi__ U ~3'-- :!J" 7'--- 4" 6'- 9"
5' - t:/' 7' - e" 6 J -.. 1 0 IJ 6' - .3"
5'- :;;:" 7'- 2" c'- 5" 5'-10"
,,' -1 f' 6' - 'j" C' - 0" :j' - G"
..:t_ 8" f::il_ 5" 5'-- 8" 5'- 2"
.q.'- :.)" 6'_ 1" 5'-- 5" ~'- 0"
<'i '- j" 5' - 1 0" 5'.- 2" 4' un G"
\ I -- "I "
/ -- 'J""
C J "
tl l' "
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Ci , 0"
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.J - (j
5 , 5 "
-
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-
:2";, 4"x Ous,.)"x TILT f.iE",
::,' ,y -- C,"
G' 3'-11"
7'
Co'
o
g' EXM,if'LE
10'
1 '
2'
2":, 4"x 0.0'14"x
5'
6'
7'
8'
g'
iO'
:1'
12'
2") s"x O.O:iO"X
5'
G'
7'
8'
g'
0'
'1'
" 2'
-----------------..----------------------.----------
r~ ~ --- (j"
7'- 3"
1 0' -- If'
10'- 0"
9'- <;"
8' -.11"
0'-11"
(3' - 1"
i:/ - :5 OJ 6' - 9" 9 '- :5 I' 2. I - 3 JJ -;' - 6 "
7'- 9" 6'- ,3" 8'- 8" 7'- 9" 7'- 0"
7'- 3" 5'-11" 8'- 1" 7'- .3" 6'- 8"
G"-ll" 5'- 7" 7'- 9" 6'-11" 6'- 3"
c'- )" :.)'- fl" 7'- 4" 0'- 7" C'- 0"
C'.- 3" :)"- 0" 7'- 0" 6'- 3" 5'- g"
0,120" S,ivI.B. _______________________________________
12'-10" 10'- s" 14'- 4" 12'-10" 11'- 3"
11'- 8" 9'- 6" 13'- 1" 11'- 8" 10'- 8"
10'-10" 0'-10" 12'- 1" 10'.-10" 9'-11"
10'- 1" 0'- 3" 11''':'' 4" 10'- 1" 9'- 3"
9'- 6" 7'- g" 10'- 8" 9'- 6" 8'- 0"
9'- 1" 7'- 5" 10'- '1" 9'- 1" 8'- 3"
8' - e," 7' -- 0" 9' - 8" p' - 8" C' -1 0"
8'- 3" 6'- 9" 9'- 3" 8'-- 3" 7'- 6"
0.120" 5.1'11.0. ____________.__.____________________________
1 5' - 2" 1 2' - 4" 1 6 ' - 11 " 1 5' - 2" 13' -1 0"
13'-10" 11'- 3" 15'- 6" 13'-10" 12'- 8"
12'-10" 10'- 5" 14'- 4" 12'-10" 11'- 8"
12'- 0" 9'- 9" 1.3'- 5" 12'- 0" 10'-11"
11'- 3" 9'- 2" 12'- 8" 11'- 3" 10'- 4"
10'- s" 8'- 9" 12'- 0" 10'- 8" 9'- 9"
10'- 3" 8'- 4" 11'- 5" 10'- 3" 9'- 4"
C)'- 9" 8'- 8" 10'-,11" 9'.- 9" 8'-11"
--.-/
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lb&W~DU'@j]j)@@ @o m@[il)lli)@{t{t~J rP(j@:O
CIVIL ENGINEEF/ AND DEVELO,"MCNT CONSU...Ti,N"
P.O. BOX 436'1 S. DAYTOIIA, fLOI\iDA 32121-4365
PHONE: (904) 7ti7-477'~
fAX: (')04) 767-6556
'-../
I :TCTION; "'iJ
........
@ CJP (r.ue/H, 1,)95 NOT TO DE REPF<ODuCED IN WHOLE OR II~ PART WiTHOUT WRITn:N
Plci~r,Ii:~SIOI'1 n,ON1 LAWI,[NCE E. EJf:NtlETT, P.E.
1,',' t-'/\Gt' P - ",",',
nO 0/- u ,t'.
-32-
I SC,~EE~IED ENClOSURES: SCREEN I IfINYL WALLS AND SOLID COlfER
'I, T/'B,JL[ 4: t.1AX. ROOF AREA FOR ALUMINUM CARPORT/OPEN BUILDING POST
1:-0[< t"\LLOWABLE ROOF AREA USE "AREA" c:: S x (W/2 + a.H.)
; [XAtv1PLE: "S"= 7' ,W 12', & O,H. += 2' THUS: "AREA" = 56 SF
PC)':r nrl-- (i1!\X ;',UO'I'.j/,,[! E 1~<c;.uF l\i;EA IN SQUAW:: FEI:T
1i'.T + DCN) LO,\[) \VIr 10 LOADS
5S,-;/'J'- 2-:"'/:/SF'j 00 ivlP11 '11 0 t.:f'H 120 i.1P;l
!'~'1 /I,X. H <:.: T. ~'ij I~X. Li);\[) I; J l:l
.3";, 3"x 0.0/,0" i<Oi.L FOi<".iED <"
8'-- U 1,c.:CCJ
1 U' n 0" :j, :'j'}J
1:( -- a" .1,7UJ
131
j[;'
250
leo
85
2121
3',,3";<. C).OGO"
r~C)L.l_ ;~--(~9\I.il~~) ~- t
8'-- C"
7, ~,)fJJ
1 ::0 3.; 1
109 ~~7 .3
9S 22,6
157 392
133 ,33,)
111 273
236 589
201 503
167 '117
2<15 614
218 5'l5
H5 36,1
'I? ~) 1,058
-/7 ' 941
~), II
335 838
10'- 0"
12'- 0"
3';< :.s"x O.OGO"
'11'-10"
14',- 0"
'1:.)'- 0"
3' ;.: Y';.; 0.90"
6,UUU
5,200
SCALLOPED .;
D,C~ ";.0
1,3:';0
C,l='O
TUDC ;
11 - --1 a" LJ, ~J150
'1,1' - A" 11,0/0
Hi'- 0" 9,180
3' x 3"x 0.125" TUU[,
.,y- 3" 15,:'00
1,1'- 0" 12,000
16'- A" 8,000
4':, Lj."x 0,125" TUCE ,
'15' - 9" 23,250
1,:5'- 0" 20,7L!
:0' - 0"\ Ei,.no
~ ALLOY 6063 T--6
.~ ALLOY 3105 H16
1, THE Srvl/\LLER r\OOF AREA
"rSu
.2,LO
'--.-'
300
22;J
1JE
312
250
216
360
.505
') IC C
~.J:.J
:"40
4() 1
::i33
563
500
3.33
970
803
'lCB
'-~"
],:j
2',''')
')'/c.
L ,).)
OF LIVE +- DEAD LOAD AND WIND LOAD SH/\LL GOVER~J.
2~;'}
~. ,--'. -, "-/~
';'tU :J ..JI.J
375 300
325 235
5l~O 432
4~,8 .3G6
382 306
810
691
574
648
55-I
'159
T/,fJLE 5: ISOLATED FOOTINGS
M,'\XIMUM POOF AF'EA I~,l SF ~-OR CARPORT POST w/ ISOLATED FOOTING
ror~ BELOW LISTED wl~m VELOCITY UFJLlFT LO/,DS
100lvlr1H 110 lvlPH 120 MPH
FCOTlf'IC TYPE .~~ SI:?::
j'J()UPED CONcrETE
I'-O"x 1'-O"x 1'-0"
1 j ".. (1 u~i: "I J -- ~:l-"~< I ~ ~ ~1
1 J G fj;< 1 f __.. G U X ~:' _ 0 H
l' ..8";< l'-bHx 2'-0"
l'g"X 1'-8"X 2'-C"
:~J_,.-o"x 2'~-O";( 2'-0"
2'-C"X 2'.--C"X 2'-6"
r[''[-CA5T SLAB wi 80/1
l' "4"X ,'-4uX 2'-4"
29
E:C
1C3
187
275
3-10
4C3
844
750
500
675
600
.100
1.,155
1.29.t
1,152
1,1 C4
1,034-
9:1.2
25
~/2
136
156
229
283
336
SACK-O?ETE & BACKFILL OVER SLAB
117 97
21
61
116
131
196
257
.331
56
[b.J@W[f'@(j\)@,:) [1.0 @@OiJllil@Ul1~ [? uC5:n
CIVIL [NCIIHTI, AND DEVLLOPMDH COllSuL TANT ,
P.O, BOX 4:\60 S. Dt".YTONA, FLORIDA 32121-4368 i
PHO~.f:: (90.;) 767-'1774
F;.,,:; (904) 767-65S6
_!
"-/
'Sf..CIION: i/j)
~
(f) COPYr(ICIiT, l'J'.I5 riOT TO DC REPF<ODUCEO IN W,iOLE OR IN PART WITHOUT WRITTeN
P[Ii.lviISSIO;'J F-nOM LAwr<lCfICE E. BCNt:'-n, P.E.
: P,',CC: 'u.u~lI~
-~.;-
I
I
ATTACHED ALUMiNUM ClOVERS
.3 1//'
'..'-"
"'--~
~I ~
' .._._I~ I _
-,---- ~I----
I' '_.___
" ~
11_,,'
~'I' I-~~
= /' I I
l~~' /: : ~_____
f I' I -->\
"'Jl~." \_/
.. " 'ii', O:-.'L ... \
t!)-- :--::-_~_..'L:._ ,I: ....''";:.__._.+__
1-' ..... '" " .. ". 1
__ ! ro.,.. ~ .. .. ~ ..
I" ! ", .,._._~-- ._~ l________~,____________
, 110" I
..1-....----- -. ----,.----y
TOP OF GRADE
,)"x3" FLUTED pas f
V/f~APPED V.'/ FELT P J\I:JU;~
3/8DX3 1/2" GaLT
so LB. 2500 PSI
CONCREfE F-'RE.-t,W<
3"x3" B/\SE
ALU Ivll flU [vl C01\1 VF[\J TI Of\! /d_ COf\j STR U CTI Of'J
F-CF~Cii I:JOST COr~NECTIOf\J
)l~/
.',- '~'--f~ ~-(1 ~./"
r.:::J =-r~";';
"-./
I /~\/'
-'I'---I--~--I~~
1 r
ISOLATED FOOTlr~G
POST IN COf\ICF!ETE
'i'! / //"1 U IA. G t'R
12" Lm,!C
pour:ED COi'JCRETE
REFER TO TABLE 5
(r)f\GE 12-13)
Milt 2500 PSI CONC. W/
6x6-10x10 W.W, MESH OR
riDER MESH TYPIC,.,\L
NOTE: NO FOOTING REOUIRED EXCEPT WHEf'~ ADDRESSI~~G EROSION
2' - 0" Mil'!.
BEFOI~E SLOPE
1 #5 BAR CONT.
"-," -'~' ,:-:;-.:;:::-;;-:_ .~:J
b Fl',:"j ;.... "f'];J<UW;c, '1I~'rl,t
i----..."'fl,'-',,/"i," "\'1,/1111, 'lr, 1111"[[
-'.. :-',!l.f?:l('~H ' ,~:~,- .,~!:~ ;),:::, :u., ~il( \It ~:_~-j '~Li-
.,.=illltJLr..!",;,[:".-!.;"l r"L,t ~" ,!!;,:ii,,"'hcb!;iJ
_:}:_ -'1'- u 8 II
1 #4 BAR cm~ T.
4-- r~~-=':"_'::-=J
1')" .""1-,,. Ii' '11,II-J'
- "1" 111" "I' - r" '\II--lill
.1 ~-f'; ~I' ... -'11'" l ' 11: I~' lliu.
-~ZIJtt;U;i~~r;'~J~I~\~~jT~lb~
FU, T SLOrJ[ / NO FOOm,JG
o - 2"/12"
MODEf~A TE SLOPE FOOTI~JG STEEP SLOPE FOOTING
2"/12" - 1'-10' > 1'-'10'
~ - ..,.,............-..-...,...-...~ ~......."'-_......._'_...
N'JTE: Flfl[i'( r.IF~:ii C(;NCi\~[lC (JeTS
r 10 I t'[uU:f~L:l) Wlf,[ 1'0/[5,1
SLAB DETAILS ADDRESSlf\jG EROSION
n 0\VV7r,>Pr.r-N~ 8 fO)r::-.rc:>On'I(:;-,nl> ~ f7? -,
L~:J(;Jv.:.JU \.::;JUUl~l.2J L:.::io L~~..,h...~ULJuu~l!.l!'D u.......D~.5o J
CiVIL ENGINEEr< AND DEVELOPMENT CONSUL lMn I
P.O. BOX 4368 S. DAYTONA, FLORIDA 32121-43681 ,,:
PHONE: (904) 767-4774
F;\X; (904) 767-6556
! ',EClION; :3:
(s) C(;PH<lGHT, 1995 NOT TO BE Rr:PRODUCED IN WHOLE Of~ IN P,\Rl WITHOUT WRiTTEN
1'[f,MIS:::IGll fHOM LI,\^IP[-NCE E. [30'INCn, P.C
.. ........._,-
:' ~JAC[: !5~4~~J
- ..5 -
I SCREENED ENCLOSURES: SCRIEEH I IfIWfl WAllS AHD SOLID
I
!
I
TJI,BLE 1: tv1AXIMUM SPANS FOR STANDARD
.3105 H-14 OR H-25 ALLOY
WI~JD LOADS: CAI:;:FJORTS, SCREEN ROOMS,
O.H. COr<DITiOi'J NO O. H, l' O. II.
1 ... 1 /. .. ':._ 0, O~' C ..
1 CD r,;li-.-Jj-l \/~i. L..
7'- 2"
II U I.:i'j i ',', L..
120 filj:lH "~I/. L.
u -.- :.J
5'-1')"
7'-- 5"
,.- ~ (-- ..
b .-- 0
'J"
1.;'-
1 /i .q it X ._~ (j. 0 _'~,2 t~ _________ ___~_________.
j'._"dJ t'.d-.~i-l; ':-=1" ~~)'_ ,~)..
'Il() 1\'.lJi-l \~''i L. 7'- f)" 7'- g"
i ~~,.! ..,,' i I "'. C' -, 'j J" /' - 1"
l-~
COVEn
ALUMINUM ROOF PANELS OF
M~D OTHER OPEN BUILDINCS
2' O. H. 3' O. H.
b' - :21)
it -- G
7'.- 1"
~--'--------_.__._-----
\, -~. - .J'~
g' _ en
}' -11"
j' /J [ .~ i ' i
,
"". i.._.
7'- 5"
<. j ------+.----------.-------.------------
'1 C;v
I:,.,
I
;""1"1 ,:. L,
,~:; -- .~. i
I.:/"j-j d'e
;,;'-,"
" " ('
7'- 7"
6' -il"
Ci_ ./ill
f:r- 5"
-~ J _, .1
I .-. 'J
/'_ 3"
~, . : 'j ; , . \,
),,11 . I
I .._ ~)"
-~.._--_._-----_._'--_._.~~------------..__._-----_...--"-.---
9'-- 70
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1 1 ~,
L'u
;',,', II
')""JO"
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9' _. ()It
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i no_ ::J
,;' .-. 9"
i:)'- 2"
I -j t. ;.j I j- ~ ...', L.
1 -, 1 .,.--.----i-S;=-:;.-,--.---lj;-=-~=;';..
11'- 'Jll'''.II'' 12'- S"
W'- z', ]()'-II" 11'-:)"
1-1'- ~J"
1 j' - 2"
12'- :)"
,~ () J/'
ILU ;,:1'" -..L-,----1..,~,'.-.-:--~;;.----i..;;.=--.G.,-..~;~;=-O.;-16.-- 7"-
11 t} f. !~l ;-1 '"'*'. L. 1 ~/ ~-- "I ()'~ I .:-: ' - 0" 1 ,~; j - 5" 1 5 I - 1"
1:;'0 1.:I'h "":. L. 1/.-.3" '1/-10" 1.)'- 3" H'- +"
LI\C LOf,D; ("IL GUIL[)INC TrV[~:::)
a.ii. CeNDI TIC:'l i\JO O. H. l' O. H.
1-1/.]"x_O,02C" _____
20 ii/SF L, L. 7' - 0"
, J /c- ~)' _ 0-' u
j' if ,/il- L. L. __
/,,, OOY)"
1-1 .j x_ ,. '_". ____no
~)O i~/~;r:- L, L. 8' - .3"
30 t/'l.-;'F" L. L. C' ___ gJt
1-3/....^_O.02C..
20 P/SF L. L. 7' - 4"
.3U i!/~jr- L. L. 0'- 0"
1.- :7)/4">_0.032" _______
20 Ii/SF L, L. 8'- 7" 8'-10"
jU 1//:;'-- L. L. 7' - 0" 7' - 4"
:3"/( O.O:2S" '____________.__
)D ';;/~F L. L, 15'-.3" 13'- 4"
~iO i~://:-.)t~.. L. L. 10' - 9" 11 J - 011
:,"\"x__O,032"
20 J/!SI-:- L. L.
30 j;/~T L. L.
1 I..,: 1. \ i.',: l' ,-; ~ ~. L.
j ',.!( .:i1' ii',:.,
7'- ]"
6'- 1"
2' O. H.
]' O. H.
,--,'"
8'- 1"
0"
7'-
8'- '6"
7'- 0"
9'- ')"
7'-10"
7'- 7"
6'- '1-"
8'- 4"
7'-1'1"
9'- 6"
8'- 1"
13'-10"
11' - G"
]4'-- 6"
12' - 4"
16'- 2"
1 7.' 81)
..; -
IS' - 1"
12'- ]"
15'- 7"
12'-11"
15'- 2"
12'- 5"
1. TOT/\L IWOF P/-\I'J[L WIDTH = ROOM WIDTH PLUS VIALL WIDTH PLUS 0' ';r.'HAf\lG.
2. TI-IE SIv1/'.LLEST VALUE OF THE WI~lD LOAD TABLE OR THE L.L. T!\BLE GOVEI~NS,
11&l\':\1[J@ITO@@ @:o [~k~rrurru@QU\J I?o[~o
CIVIL UJGII-JEEf< AND DEVELOf'/.tENT CONSULTAHT
P.O. BOX 4.369 S. DA nONA. rLOI'~IDA 32121.- 4368
F'liOr,E: (904) 767-4774
FAX; (904) 767-6556
.....,,-.-....
-...-/
@ ::OPYFI':;'lT, 1995 NOT TO [3C Pr:Pf~ODUCEO IN Wei~LE OR IN PAfn W!TtiOUT Wf,ITTEN
PG~""IISSIOH fROM LAwr,ENCE E. {jENNETT, F.E.
',ECfl0N: ::?
J'ACE; f'~~2 1
, ,
-;jll-
,
A "'rlr ACHED ALUlMi~~U~1i'~ COVEHS
Or;; 1~. f',. SC~1 r\
I
PAN OR COMPOSITE PANELS, I
/ USE CORROSION RESISTIVE SCREWS. F'f\NS-~
ANCIIORED wi fr'lO:-':1/2" @ .3/P".f'i Ii'!: ',I
'>:r-.... /' F~ECTIVINC CHN; J[L MID 1 111 Oxl /2" (~
////)~"'::;:~. I r:'IDC[ COP COr,Jj JEeTION TO FECEI'/lf'JG
/ ,/' /, 'I ---_/.__ CII,'\I'JNCL. COldPO~Ti[ P~,NELS Ijc;[
/ / "r" ,", , ,I 1,. 'I//'l"x t+ 112" V'iTH l;/i" \'!.\SrI[RS SCFl~'.tl
/ / '. ,I i! t.
:..../'":,_/._/..=.::l ~-______.__ ,-5 Trli<GUCli RECEIVIf'lG CIL-\Nfi-L i-r<:Ci,] T'h)
~- -. /' ',. C\UU< /\IL COJINECllellS.
"'_ I
'~ C<HW[)[O or< [JRU-f<MET I'L HEADeR
F !\SIENEO D[ TERMli'lED
r3A~,EO C)f~ CONSTI~~UCTION
elF liDST STRUCTURE
---/
rIU'::.~T
::;rv U C HI F:E
COf\ IJEeTI:)i,l tC'[~CJUlr';[D
.' C""[:' 'IE'I" I' )
{.....Jc. L ,.. i. \._
O.O,_.~2" i-.ii:'L
H (I~~ T ~: TP UC.'I'Jj:'!c Ol~:
LC:'/~D COllUl r,,,:,;:;
c r ![CliO!\! TO j.jC)ST STr<UCTUF:E
f-/\('!/\ t: ',ur:;'uF,::,CI,\ CUIJ/![CTIOf'l r:[C:U!r-:Clvi[l~ rs Fe)l-,: V/\i~IC:I..J'~
LO/\O C01iDITIOrb
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('t. /.. '5 5 F< C)()j';; ~
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.-'Ij:'~' _.~>I.'\~l~.'-i-' 'I--E~ -1~~)(J I;; 1--1 "I !:J ;.\rj"~ ?J i'.le". ~<;':iI/ ~_'r:- ....}.~f, ~li ,~)Ii: .,:t
1, COiJCFCIE l/';".;l-l/E3" C::CI;CF~[T[ SCF:[WC; (0 12" O.c,-.-------..:>2 iD l' O,C.
~ \/,"OC-U i-'I</\I'/IL l/'~--~-'~A~;j L,:\C SCREV-'/S ~, 61) ().C.-------------->2 (~ -I" O.C.
SC' F~ C~ [l oi. \,;'! r< '.h' l~J: L) C' ,-,\F~ ;:_) ;,Ji"< l'~
I':::Y~T ~:TI~UC1Ur<[ 1 i.if"ll 110 t.,WII '1:-;.0 i,lF'll 2:.;///~:;r Y2/i/5i-: C:71l/SF
1 CC'll'.T:LTE 1/'1"1 '1/(.)" COfJCi<[TE SCi~['/h (} 12" .-::,C.-.----. --->~? I{V " o.e,
'~ i'~'/C;C)D Fi<,',"".;L l/{':i,t._,,,-_" L.\C: ~c'r:["i~ ::__:.' '1:.~Jl O.C:.-----..----------.-.>~~ () l' c).C.
f\!CiT[':;: \:~Ii:~) ST!"UClUI::'S '! I (,ULI) 0:::',[ 1IJ[(::T TO Tf;:I.;Sc: DUTTS Or. TilE suo r-I\CI/\
FF:t\i,ili:C I'ill[i:[ icO:;SIULC CIH" Y 1 :,% 01- SCI2['i'iS C/,IJ DE 0UT-:'~IDE TilE
Tf';uSS UUT1S/SUb F;\CI/\ Al'-lD THOSE P,GT/\~;; Sli;,LL HtW( DOUBLE /l.NCHOf'<S "~)
I'LL SC'r~LV'S lillG TilE HCl::3.T Sn<UCTUI~( Stl!~,LL HAVE MII'I 1'-1/'1" W/\SfICRS
();,~ Sh;,I.l FJE 1,,,':;)IEr< H[/I,[rFD SCf<EvvS.
F'U' TE TO DE:: Si\l/if: WALL. SPLICE TO BE: LOCI\ TED , /4 TO 1/3
TI1I><I'JE5-.::: ,'IS [lEi'lvl ~ BU.lv'! SPAI'J AfJD STl\GC[f~ED E.l\Ct-i
f'L/..TE C/'I'I r:r:: Ilf::;l[)l~ Of~, ~ SIDE or SClF 1.1/.:.. TING ['E/\I...I
au i SIDE L][i\iA Oi~ L!\p CUT ~
t)',E" I\t,l ,SI,).I""I~-..',r, ",s".,'",I,.,1.,I\I..L" DE LllfL ',I I d.-1/2" I d -1/2" I f 1" 1,1/\.<.
01- d.-] I?" t i"!(HT 1'1'jQ 1..... .'1'-----.1'------'1" ,
2(~i-~l~~:')" ,1!-il:cr,lJG},~;j '(~ .3/'1"r~rr '- f f -+ I' \~~;-:;--1~"f'" {l-
r,,ll~ _,1."..1\1_ ...J I LI\ _)1 l.kE ~ 1.,<
.:..':~"L\L / ~;ilJE (,,1- srJU(:~[ ./ I \ i~ I j 7-1,[ICH T OF BENvl
~:: ; ~: ~ ~ 1 c/4"I:i':~:~~' + -t-~t, ~:~
2" ~ Ei" U I .i OEt'lOTES SCREW PATTEf<I'J
2" ,~ 9" 10 I 5 r~IJT NUMBER OF SCF~EWS
TYPICAL BEAfv1 SPLICE DETAIL
-~
I
[b@)\'%'[J'@[jl)@@ G]c [Dc;,[ii)[ii)@nag [€loBo
CIVIL ENGINEER ,l,ND DEVELOPMENT CONSUL TAr-n
P.O. BOX 4368 S. DAYTOW\, rLOi~IDA 32121-43(;8
F'hO...E: (90'1) 767-'1774
FAX: (904) 7tJ7-.6:.56
.J
~) C'Jj:'-YI':IGdT. 1':;J5 NOT T'J 1::'[ REPF.:ODUCED II" WHOLE or~ IN PAf-H WITHOUT v,r;:tTTEN
PLTt,1J':;SION rr,OrA L,\W!'~E~ICE E. OEr'INETT, P,E.
,CCTION: :;j
",-__.._'.'_--~.~---~-..-.....~~---
,"/..CE: ~""-~3
-40-
, , .
I
A T'r ACHED ALUMiNUM CC(Q)VERS
f1,_
:~[E COI~N[CTIOf'-J DETAil (PACE 6-1 ~5)
Ll. I
r:::::::::::...?~::~-=::----- __. " " / 2 "
Ii ,i- --n--':":~~---__ /
:1 Ii c; 'i -11'-----,;::.::::::..--/-
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2" x 2" x 0.044" ALUt-.W JUt.). or~
2" /. .1" C .1'/1" 0,(. LUf'.iUj~
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~:~[L.[CT P/',f'J rC:f"-< F~E()~J!r~r~-D S,-~/\f-J
2" x 2" x 0.044" ALUMINUM 0,'<
2" x.;" ,Q) 24" O.c. LU:.IBU<
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WITH SIDING
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SHED IS Ff"\f,MCD W/,Ll A TT A.ChED TO
HOST STFWCWF<E
1/2" L-ROl TS FOR 2" x ,'I" P.T. PLATE
OF< CmJCRETE ANCHORS @ '1'-0" O.c.
l-
ll:
x
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FOR I~F:mlT [:[/\/.1 LiS[ 'L'=W/2+0H
:.~_l-_
CUi.jcr<l~ lE DET f\IL~;
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UTILITY SHED A[\JD Cf,Rf:JORT WALL SECTIOf\j
L A:-1I"I::',; 1":.1 ,; TU H[I,J)D~ CflAll! j[l WITt I (3) 1110 x 1/2" S.M.S. W/ Wi\SHER.
2, f"J~i ;:='1: r)td!'~ 1'0 RIX)F L3[;\r~,::; WiTH 0) lJ1iJ x 1/2" S.M.S. W/ \'lASHER.
.3. /\I':C; ICY: COU)r.II\j TO CONCf:[TE FLOOR WITH 2--1/.1" x 3" COr,JCRETE ANCHORS.
.t. 1\I\iCHOR COLUkif4 TO RASE PU\TE WITH 1-1/4" 5.S. BOLT
.......-..- ~--~_.._--"--~---~------.._,_..._.~. ."._........~-....~-...,-_....
[1ti:l~DO'@llil@@ ~w @@[]i)OD@{Sl1g [;lnllio,
CIVIL ENGIN[[R /,~lO [)[VELOPr.,[NT CCt-.SULT,\NT 1
P.O. 00;'; .UCfi S. DAYTOI'~A. FlOr~IDi\ 32121-43(;&
PI'IO~IE: (904) 767-4774
fAX: (<JO'l) /6?--65:':'6
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.
--'.
(Ei 1.:0, \i-:;".:.lT. }'." ::1
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P[[~f,il~:;::,lON ni:OM lAWI<ENCE L [jEr-l~iETT, p,[.
: ',~[CT[GN: ;3;
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