HomeMy WebLinkAbout96-5625
BUILDING PERMIT
CITY OF ZEPHYRHILLS Permit 11! -; - 5625 fl
(813) 788-6611 Date 02 -;( t;-y*,
~ ELECTRICAL PLUMBING MECHANICAL
::~::,::~3 ~ ~7--;t{~r~
Parcell.D. # J - ~~ ,.:l/.. 0..1/0 - 0 LJLJCJ ()-- CJ 6 ? D
Zoning: Energy Code: Radon Gas: P: c:2 ()
Description of Work ~Aj~ - ----.;l~f - A4"-/i.~ - /'~~~
/'
Sewer Conn
Water Conn:
Water Meter:
T,I.F.'s:
NO OCCUPANCY BEFORE C.O.
FINAL
B-
DATE
Complete Plans. Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordance with City Codes and Ordinances.
City License Registration #
State Certified License#
del
Permit Fee
Signature
Company
Address
Telephone#
Valuation or 011
Contract Price ~ ;Lou - o-v
()-,~ ~.
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 ($15.00) shall be made for each trip for each trade:
a. Wrong Address
b. Condemned work resulting from faulty construction.
c. Repairs or corrections not made when inspection called.
d. Work not ready for inspection when called.
e. Permit not posted on job site.
f. Plans not at job site.
g. Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
.'.
APPLlCAUOH FOIl PIBIIIT
CITY OF ZEPBY1UlIU.S
BUlLDD1G DEP~
OliliER'SIWII\ fle1<- Jl/JflRsrAr~ s 11 /ltJl'1~ S
OWlER'S ADDUSS d.s-.2l::. 7 "J!tUY' S-y Jd~J':r-
JOB ADDRESS ).Pr:. b7 ..:;> 76YS vP/?,!1lJo i)/C....'.
LEGAL DESCRIP'nOIl: LOT(S) BLOCK SUBDIVISION ZiP If rt:2.-lfIlJG-e
PARCEL I.D." 2-;)Io-';)"J- tJ.:?/~.;..ooCJO{).-~fp?O (OBTAIN FROM PROPERTY TAX ,Q1ICE)
WORK PROPOSED: ~ew'CoaatruCtion --."AdditiOll ---Alteration Repair _~tau
PHONE 7?;; -;2;2 ?6
~iao.
~ve
----PaIolish
PROPQSED USE: ~iD&le F~ilT
_ec-ercial
---1l/F _' of Units ---1I/H
_Iodust. -5wia. Pool _O~er
Restauraat II Health Departaent Approval
DESCR1PTIOII or wou: ClJIUCtefr$ - .s/lEI:J- JP>>r/o - C)1IE?-PtJR-r
BUlLDD1G SIZE: 9 x J.J...... . )>c:20 Square Feet.Y;c7 'Reight
llESIDEllTIAL: ATTACII (2)' PLOT PLAIIS , (2) SETS OF BUlLDD1G PLANS &: (1) SET UERGYrOBMS.
CWlKERCLU.: ArtACII (3) SETS OF BUlLDUJG PLAHS , (1) SET ENERGY FOlUtS.
PROPERTY SURVEY B.EQUD,ED FOIl ALL HEW CONSTRUCTION.
'~ .,
--=:...BU1LJl)D1G
, .
$. JC:<I'D.OO
PERMITS REOUESTP..D
Valuatic. . of Total Coostruction
. I ,
RT 'C.l'BICAL
UP Serv~ce
Florida Power Corp.
W.R.E.C.
-JlEQlAllICAL
$.
Valuation of Ilecbanical1D&ta11ation
-PLUKIBDlG
TYPB pr C::ol1S'QUCf.WII:
FDfISBBD FLOOR BLlVAUOIIS:
GAS
IlOOPD1G
SPECIALTY
Other
RJ.ot.:k
.,
-J~ _Stee.l
FT.
IS PROJECT 111 FLOOD ZOHE ~,
YES NO
...~..~...................................
BIIYI.Dg
Sigoatur.~
Rl RCTRIC:L6H
CoHPAHY '
State Cert. or Regist. .
City License Registration'
..........................................
Si DnA turl!
PLUMBER
COHPABY
State Cert. or B.eg1st. .
City License B.egistration .
..........................................
Sigoaturl~
HECIWlICI\L
COHPAHY
State Cert. or Regist. I.
City License Registration .
..........................................
Sigoaturl~
OTRF.R
COHPAHY
State Cert. or Regist. .
City License Registration .
.............................-...-.......-
Signature
APPLlCATlOR APPROVED BY
PERKIT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A. "OTICE OF DBEDRESTRICTIONS
Ibe uiuii~rsignec1 UDderataDc1a that Ws penit EJ be subject to 'deed restrictiODS'wch lilY be lOre restrictive than City
regulatiODS. !lie 1IDl1eraigaed i88UIe8 -respoaaibUity for cmpliaDce with any applicable deed restrictiooa.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the illllDe1' baa bireet. COIltractor' or contractors to unclertake work, they lilY, be required to be liClllled in accordance with
state a11d local regu1atiOlUl. If the' CODt:nctor is not licenaed as required by law, both the.. aDd COAtractDr lily-be
cited fllr a aiscleleanor riolation UDder state law. If the owner or intended contractor are 'UJicertai.D as to .t lic8D8ing
requirelleDu 'Iilf apply for the inteDded .rt, they are advised to contact. the Cit! of Zepbnbills BuildiDg Departlent, (813)
788-6611. ' .
Furtber1lOre, if the owner baa bired a contractor or contractors, be is advised to ba" the contractor(s) sign portiODS of the '
'Contractor SectiODS' of this application for wch they will be respooaible. If fOU, as the OImer sign as the CODtractor,
you are iD4icatiDg that, fOIl, Ilk than tIM! contractor, are responsible for the work. If the contractor wiahea You' to ' sign
as cootractor that Iill be an indication that be is not properly 1icenaed and is DOt entiUed to peraitting privilegea in the
City of Zepbyrbilla. .
C. ~rRAHSPORTATION IMPACT FEES AND UTILITY CONNBCTION FEES
D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMBNDED)
I certify that I, the applicant, bave been provided with a copy of 'P1orilla's Construction Lien Law - JIoIeol(rIllr's Protection
Guide' prepared by the Florida IlepartIent of Igriculture aud CODauaer Affairs. If the applicant is aoaeona other than the
'OlOler', 1 certify that I bave obtaiDed a copy of the above described docuIeIlt aud plOIiae in good faith to deliver it to the
'owner' prior to COIiIenceaent. .
E. ~ONTRACTOR'S/OWHER'S AFFIDAVIT
I certify that all the inforaation in this application is accurate aud that all work will be doDe in i:oapliance with' all
applicable laws regulating ccmatruction" JODing, aDd laud developl8Dt.
. ..,
Application il bere.by aade toobtaill a pmit to, cJQ work aud installation as indicated. I certify that 110 work or
installation baa COMeUcea prior to issuance of a: perait and that all wrk willlle perfOIJed to I&8t stilDdards of all lavs
regulating ccmatruction, City codea, 'lOlling ..regulatiOl8, and land uvelOPEDt regulatiODS in the jurisdiction. I also'
certify that I UDderataDd that the regulatiOOs of other gGferDlleBtal agencies Iilr applr to theinteDded work, and that it is
.Y responsibility to identify .t actiOll8 llU8t take to be in coapliance. Such agencies include but are not lilited to:
t Deparuent of IIlvirOllleDtal Requlation - Cypress Blybeada, IIetland Areas aDd IIlviroDaentally Sensitive LiIDda,
. ' Mater/llasteMater freataeDt
t Southwest Florida Mater JlanaCJ8leDt District - IIells, Cypress Baybea4a, IIeUand Areas, Altering IIatercourses
t AIly Corps of Ingineers - Seaalls, Docks, livigable Materways
t ~tleDt of Health , lebabilitative Senicea. InviIOllleDtal Health Unit - Wells, IIastewater freataeDt, Septic I_
t US KnvirOllleDW Protection Agency - Isbeatoa abate8ent, '
I also certify that, iff1l1lilterial is to be used in Flood ZODe 'I' or 'I,ete.', it is Wlderstoocl that a drainage plan
addreaaing a 'COIp8Daating volue' will be sublitted which Is prepared br a professional engineer registered in the State of
Florida prior to penit issuance. .
A ~lt isaued &ball be COII8true4 to be a license to proceed with the lIOfk aDd not as autbority to ,iolate, cancel alter, or
set aside any provisiODS of the techD1cal coclea, nor aba11 issuance of a perait prevent the Building Official frCII ~eafter
requiring a correction of errors ill pliIDB, cooatruction, or violatiOll8 of any code. Ivery penit issued.sball becaIe invalid
unless the lIOrk autbori-.4 by such penit is cownced witbill sillODtbs of iaauance, or ifMOlk autboriled by the perait is
suspended or aba_eel for a period of WlODths after the tiIIe the 1lotk is ~nceil. ODe 90 day 81teDaion of We, lilY be
allowed for the perait witb fee cbarge of '15.00. !be 81tension sball be requested in writing to the Building Official. An
approvl!d inspection I118t be logged during each wlODtb period, or the project will be ccmaidered abandoned.
WAJUlIJf(: TO (MCIR: YOUR PIlLIJRK TO BICORD I lorla OF aJIHIIICIlIIBIIllAY RBSULI II YOUR PlYING ftlla POi IHPIlOVKHII!S TO YOUR
PROpmnrJ. IF YOU mIlD TO 0Bf1Il PIJWCIJIG, CONSOLI WIIH yOOft LIIIDD OR IJI InoRJIIYBIFOBI RICORDIJfG YOUR Korla OF
COHHIK(:HHIIft'. JOBS UJlDIR $2,500 II VlLua DO lor DID TO RICORD IJID POSI I 'Iorla OF allHElfCBKBJlf'.
n~E~ nJ~L
Sflll OF PLORIDI ~
coum OP fl5t! t9
The 1'oregoiDg instrument was acknowledged
before me this AJl:JlI ':;7, 19~by
--A.t-!J't:::-f2 r' S I J.-I M,S .
who is personally known to .e 81' wile. has
pl'odilAced.
_ idleBti.i.atioa- andwbo 4Htdid not
take aDoa~~{J 6~
(SigDlature), ;/
_ . K Am LEEiJ v: 131< f)KJJJ .
(Namel Typed, PJ'iDted 'orStaIIped)
~tY PUBLIC"
,. (.,
SIIR OF FLORIDA
COUII'lY OF Pit -.5 C" U
The foregoing instrument was acknowledged
before me this Up';' ~7' 19 "'H' by
.
J/t-I3i:::..7<"/', S/UUS
who is personally known to me, 8r wile has
. px:edtlced-
~8 i4..tifieati8B and wbo-did/did not
take an OiJth. ~~-rJ O. ~&~zJ^-
(Signature) , /
k' JJ 17-1 Let=: LJ oJ: 23 ,(J nuJ 1-../
(Name Typed, Printed or Sta.ped)
NOTARY PUBLIC
~.....y PI/#.
~n(~
~.:
.,~~ OF f\O~
KATHLEEN J BROWN
My Commission OC449029
EXpires ArK, 02, 1999
Bonded by NFNU
800-224-6368
~..."y PI/#.
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~.~
.,~ ~~
, OF f\O
KATHLEEN J ~WN
My CommInIon CC449029
Exp/teitApr.02,1999
Bonded by NFNU
800.224-6368
385 I5 Palm Grove Drive
Zapt yrhllls. Florida 33540
ACE
ALUMINUM
Job No.
Phone: (8131 782-261 6
',--
SOLD fO
ADDFIESS
SHIP "10
DATE
PHO/l,E
J-JrJ-;C
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PERMIT
PRICE
TI\X
The undersigned agrees to pay TOTAL PRICE ?,.::J r? /J t') 0
INSTALLERS IN fULL ON COMPLETION DEPOSIT
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BALANCE C.O.D.
CUltomers Signature
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f/J-R- IlJr~f!-SrArc .frJtJ8/1$ II~~~S llAT~ //---/7-95'
. J.ll ,'rawJna~ BhAll ~Q drawn t.o "c,..ln for all parcol:. or lotu U.vu Aeras or lU:lll,
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5111Hl ALL. EXISt'Ule AND PROrOSED STRUCTURES CIVlJjC DIJ1.EHSIOH:l AND Sl!"l'UAC~S, IlL:; "~, 1IIlHC^TI~
1./1'( 1lOLlJ I~~ Of WATf..R AHD RO,wWAYS (IHCl.UDINC NAliES) ADJ^Cl~'r Tt'J TilE l'Il0PElITY, .ltIU1 CII'I'E
"\"E SI'l.I'~, YEJ\Il, Nill HtJ1E Of HOlnLEa SUCIl AS ll' x 60', l~Hl\1 FLEE"l"\100U,
~ll "EA~.;t:HE"lS". "RlCIIT-OF-WAylI &md ,"JUJUSDICTIONAL LINES", lll:uul: ho ahown on all oj tP. plal\~~
UU /lU1' F:lICROACII INTO ANY EASEMENT WITn A STRUCTURE
1I0U$E CON $TRue liON
.,.".: .". H'
PROPOSED j.OOITlO~
,'.\.c: ,'. ..'
~'.~;ZUIL.( 1I0ME SI: TUP I
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A Tl' ACHED ALUMiNUM COVERS
SEE CONNECTION DETAIL (PAGE 6-13)
2" x 4" LUMBER TOP PLATE WITH ROOF
LJ
C)
:r:
L~J
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(()
U
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N
@
2" x 2" x 0.044" ALUMINUM OR
2" x 4" @ 24" O.C, LUMBER
l:.~)
(/)
o
::)
t-
U)
STRUCTURAL GRADE THERMAL PLY
WITH SIDING
I
l,n
.q-
Ld
x
N
2" x 4" P. T.P. PLATE WITH 3/8"x4 1 /2"
CONCRETE ANCHORS
~--------------~
SEE CONCRETE DETAILS
SECTION THROUGH UTILITY ROOM
SEE CONNECTION DETAIL (PAGE 6-13)
L.J
12" x PAN (SEE CHARTS) USE 'w'
SELECT PAN FOR REQUIRED SPAN
2" x 2" x 0.044" ALUMINUM OR
2" x 4" @ 24" O.C. LUMBER
STRUCTURAL GRADE THERMAL PLY
WITH SIDING
SHED IS FRAMED WALL ATTACHED TO
HOST STRUCTURE
1/2" L-BOLTS FOR 2" x 4" p, T, PLATE
OR CONCRETE ANCHORS @ 4'-0" O.C.
u
LJ
...1
(!)
o
o
"w 1" VARIES
FOR FRONT BEAM USE 'L'=W/2+0,H,
f..
C,'.~
,".
l .
---------------
NOTES:
SEE CONCRETE DETAILS
UTILITY SHED AND CARPORT WALL SECTION
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 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
[1@\'j9([@Oll@@ @:o [;3@OllOll@{1{1p [? o@:o
CIVIL ENGINEER AND DEVELOPMENT CONSULTANT
P.O, BOX 4368 S, DAYTONA. FLORIDA 32121-4368
PHONE: (904) 767-4774
FAX: (904) 76"'-6556
@ COPYRIGHT. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN
PERMISSION FROM LAWRENCE E, BENNETT, P,E,
SECTION: 3
PAGE: 31b~~3
-43-
A TT ACHED ALUMiNUM COVERS
r II ' I [NED DETERMINED
Dr\ ,I D ON CONSTRUCTION
OF i'OST STRUCTURE
HOST
STRUCTURE
OR FASCIA
/
./
PAN OR COMPOSITE PANELS,
USE CORROSION RESI~;TIVE SCREWS, PAr~S
ANCHORED W/ #lOX1/2" @ 3/PM~ INTO
RECEIVING CHANNEL AND 1 #1 Ox1 /2" @
RIDGE CAP CONNECTION TO RECEIVING
CHANNEL. COMPOSITE PANELS USE
1/4"x t+1/2" WITH 1/4" WASHERS SCREW
THROUGH RECEIVING CHANNEL FROM TOP
CAULK ALL CONNECTIONS,
----/
COlil\JECTION REQUIRED
( SET DETAIL)
EXTRUDED OR BREAKMETAL HEADER
0,032" MII'J.
CONNECTION TO HOST STRUCTURE
~
HOST STRUCTURE OR FACIA & SUB-FACIA CONNECTION REQUIREMENTS FOR VARIOUS
L')AD CONDITIONS LOAD CONDITIONS
WIND VELOCITY LOADS DEAD + LIVE LOADS
Gj\SS ROOMS
lOST STRUCTURE 100 MPH 110 MPH 120 MPH 22#/SF 32#/SF 57#/SF
J. CONCRETE 1/4"x1-1/S" 120NCRETE SCREWS @ 12" 0.C,------>2 @ l' O.c.
) WOOD FRAME 1/4"x2" LAG SCREWS @ 6" 0,(,------------>2 @ 1" O.C,
S::REEN, VINYL, AND CARPORTS
118ST STRUCTURE 100 MPH 110 MPH 120 MPH 22#/SF 32#/SF 57#/SF
I, CONCRETE 1/4"x1-1/S" CONCRETE SCREWS @ 12" O,C,------>2 @ l' O,c.
) WOOD FRAME 1/4"x2" LAG SCREWS @ 12" O,C,------------>2 @ l' O,C.
NJTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB FACIA
FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE
TRUSS BUTTS/SUB FACIA 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,
PLATE TO BE SAME WALL
THICKNESS AS BEAM
PL:\TE CAN BE INSIDE OR
OL.ISIDE BEAM OR LAP CUT
BEi\:v1 SPLICE SHALL BE MIN.
OF d-1/2" HEIGHT AND
2(t,--1/2") IN LENGTH
Mil L SCREWS PER SPLICE
TO I-AL / SIDE OF SPLICE
2" x 4" 4 / 2
2" x 5" 4 / 2
2" ^ 6" 4 / 2
2" x 7" 6 / 3
2" ;, 8" 8 / 4
2" x 9" 10 / 5
J
SPLICE TO BE LOCATED 1/4 TO 1/3
BEAM SPAN AND STAGGERED EACH
SIDE OF SELF MATING BEAM
" d-l/2" d-1/2""
1 'r 1
1" MAX,
3/4"
d=HEICHT OF BEAM
1" MAX.
DENOTES SCREW PATTERN
NOT NUMBER OF SCREWS
TYPICAL BEAM SPLiCE DETAIL
[b,@WO"@O'O@@ @:o @@O'OO'O@{S{Sg lPo@;o
CIVIL ENGINEER AND DEVELOPMENT CONSULTANT
P,O, BOX 4368 S, DAYTONA, FLORIDA 32121-4368
PHONE: (904) 767-4774
FAX: (904) 767-6556
J
(0)jPYI~ICHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN
PERMISSION FROM LAWRENCE E, BENNETT, P,E,
SECTION: :3
PACe: (t)j~i13
-46-
~i~nEfEIN][ED E[\~GlOSURES: SCREEN I VINVl WAllS .~~n) SOliD COVEr~
TABLE 1 : MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS OF
3105 H-14 OR H-25 ALLOY
WINO LOADS: CARPORTS, SCREEN ROOMS, AND OTHER OPEI\J BUILDINGS
O,H. CONDITION NO O. H, 1 ' 0, H, 2' 0, H, 3' 0, H.
1-1/4"x_0.026" 7'- 8'- 2"
100 MPH W, L. 7'- 2" 5" ---
110 MPH W. L, 6'- S" 6'- 8" 7'- 6" ---
120 MPH W, L. 5'-10" 6'- 2" 7'- 1 " ---
1-1/4"x_O,032" 8'- 5" 8'- 8" g'- 3"
100 MPH W, L, ---
110 MPH W, L, 7'- 6" 7'- g" 8'- 6" ---
120 MPH W. L. 6'-10" 7'- 1 " 7' -11" ---
1-3/4"x_O,026" -
100 MPH W, L, 7'- 5" 7'- 7" 8'- S" ---
110 MPH W, L. 6'- 8" 6'-11 " 7'- g" ---
120 MPH W. L. 6'- 1 " 6'- 4" 7'- 3" ---
1-3/4"x_O,032" 8'- 0" g'- 7"
100 MPH W, L. g" g'- ---
110 MPH W. L. 7'-10" 8'- 1 " 8'- g" ---
120 MPH W. L. 7'- 1 " 7'- S" 8'- 2" ---
3"x - 0.026"
100 MPH W, L, 13' ~ 1 " 1.3'- .3" 1.3'- 8" 14'- 5"
110 MPH W, L. 11'- 9" 11' -11" 12'- S" 13' - ')"
120 MPH W. L. 10'- 8" 10'-11" 11' - 5" 1')' - 3"
..
3"x_0.032"
100 MPH W, L. 15'- 6" 15'- 8" 16'- 0" 16'- 7"
110 MPH W, L, 13'-10" 14'- 0" 14'- 5" 1 ~)'- 1"
120 MPH W, L. 12'- 8" 12'-10" 13' - 3" 14'- 4"
LIVE LOAD; ALL BUILDING TYPES
O,H. CONDI TION NO 0, H, l' 0, H, 2' 0, H, 3' O. H.
1-1/4"x_O,026" '-
20 #/SF L. L, 7'- 0" 7'- 3" 8'- 1 " ---
30 #/SF L. L. 5'- g" 6'- 1 " 7'- 0" ---
1-1/4"x_O,032" 8'- '6" 9'-
20 #/SF L. L, 3" 8'- 2" ---
30 #/SF L. L. 6'- g" 7'- 0" 7'-10" ---
1-3/4"x_O,026"
20 #/SF l, L, 7'- 4" 7'- 7" 8'- 4" ---
30 #/SF L. L. 6'- 0" 6'- 4" 7'-11" ----
1-3/4"x_0.032"
20 #/SF L. L, 8'- I" 8'-10" 9'- 6" ---
30 #/SF L, L. 7'- 0" 7'- 4" 8'- 1 " ---
3"x_O,026"
20 #/SF L. L, 13' - 3" 13' - 4" 13'-10" 14'- 6"
30 #/SF L, L. 10'- g" 11' - 0" 11' - 6" 12' - 4"
3"x_0.032"
20 #/SF L. L. 15'- 1" 15'- 2" 15'- 7" 16'- 2"
30 #/SF L, L, 12'- 3" 12'- 5" 12' -11" 13'- 8"
1 , TOTAL ROOF PANEL WIDTH = ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG,
2. THE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE L,L, TABLE GOVERNS,
l1@wO'@[])@@ /30 m@[])[])@'Q'Q., ~orno
CIVIL ENGINEER AND DEVELOPMENT CONSULTANT
P,O, BOX 4369 5. DAYTONA. FLORIDA 32121-4368
PHONE: (904) 767-4774
FAX: (904) 767-6556
<5::: COPYRIGHT. 1995 NOT TO BE REPRODuCED IN WHOLE OR IN PART WITHOuT WRITTEN
PERMISSION FROM LAWRENCE E, BENNETT, P,E.
-......../
SECTION: :2
PACt:: 1~~1
-30-
ATuACHED ALUMi~UM COVERS
...
N
N
'-...
~
j
16"
}-
TOP OF GR.A.DE
3"x3" FLUTED POST
WRAPPED Wi FELT PAPER
3/8"x3 1/2" BOLT
80 LB, 250D PSI
CONCRETE PRE-MIX
3"x3" BASE
ALUMINUM CONVENTIONAL CONSTRUCTION
PORCH POST CONNECTION
POST IN CONCRETE
Wi #4 DIA. BAR
12" LONG
o
I I)
LJ-
j
y
~
L
ISOLA TED FOOTING
NOTE: NO FOOTING REOUIRED EXCEPT WHEN
2'-0" .MIN,
BEFORE SLOPE MIN. 2500 PSI CONC, WI
6x6-10xlO W,W, MESH OR
FIBER MESH TYPICAL
'[
J
t
NOTE: FIBER MESH CONCRETE DOES
NOT REQUIRED WIRE MESH
1 #5 BAR CONT.
POURED CONCRETE
REFER TO TABLE 5
(PAGE 12-'13)
ADDRESSING EROSION
1 #4 BAR CONT.
FLA T SLOPE I NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING
o - 2"/12" 2"/12" - 1'-10' > 1'-10'
SLAB DETAILS ADDRESSING EROSION
[S@\'Z7[]'@(]D@@ G30 @@(]D(]D@GGp [J)oG3o
CIVIL ENGINEER AND DEVELOPMENT CONSULTANT
P,O, BOX 4368 S, DAYTONA, FLORIDA 32121- 4368
PHONE: (904) 767-4774
FAX: (904) 767-6556
@ C':'PYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WiTHOUT WRiTTE,'J
PERMISSION FROM LAWRENCE E. BENNETT, P,E,
-45-
SECTION: 3
PAGE i5"'~3
SGI~~ElElNlfED ENiCILOSU~ES: SCRfElEN I VINVL Wi AILLS AND SOLID COVER
fiJ3L[ 4: MAX, ROOF AREA FOR ALUMINUM CARPORT/OPEN BUILDING POST
i~OR ALLOWABLE ROOF AREA USE "AREA" = S x (W/2 + O.H.)
[XAMPLE: "S"= 7' , W = 12', & O.H, + = 2' THUS: "AREA" = 56 SF
PIIST TYPE MAX ALLOWABLE ROOF AREA IN SQUAF~E FEET
LIVE + DEAD LOAD WIND LOADS
S5#/SF 22#/SF 100 MPH 110 MPH 120
MIX, HGT, @ MAX, LOAD IN #
3' x 3"x 0,040" ROLL FORMED H
8'- 0" 7,200
10'- 0" 5,500
.' :)' - 0" 4,700
3'" 3"x 0.060" ROLL FORMED *"
8'- 6" 7,500
0' - 0" 6,000
")'- 0" 5,200
3".,; 3"x 0.060" SCALLOPED "
" ]'-10" 8,640
H'- 0" 7,330
11:;'- 0" 6,120
3")( 3" x 0, 90" TU BE"
1'-10" 12,960
',4'- 0" 11,070
'()'- 0" 9,180
3'x 3"x 0,125" TUBE "
'3'- 3" 13,500
.1'- 0" 12,000
'()'- 0" 8,000
4"" 4"x 0,125" TUBE "
j' - 9" 23,280
18'- 0" 20,712
: 0'- 0" 18,430
, ALLOY 6063 T - 6
". ALLOY 3105 H16
1, THE SMALLER ROOF AREA OF LIVE + DEAD LOAD AND WIND LOAD SHALL GOVERN,
T/,[3LE 5: ISOLA TED FOOTINGS
M\XIMUM ROOF AREA IN SF FOR CARPORT POST W/ ISOLATED FOOTING
FOR BELOW LISTED WIND VELOCITY UPLIFT LOADS
100 MPH 110 MPH 120 MPH
131
100
85
136
109
95
1S7
133
111
,236
201
167
245
218
145
423
376
335
FCOTING TYPE & SIZE
PUURED CONCRETE
l'-O"X l'-O"x 1'-0"
l'-4"X 1'-4"X 1'-4"
l'-6"X 1'-6"X 2'-0"
l' -8"X 1'-8"X 2'-0"
l' .. 8" Xl' - 8" X 2' - 6 "
2'-0"X 2'-0"X 2'-0"
2'-6"X 2'-6"X 2'-6"
PRE-CAST SLAB W/ 80#
l' 4"X 1'-4"X 2'-4"
327
250
213
341
273
236
392
333
278
589
503
417
614
545
364
1,058
941
838
450
343
294
469
375
32S
540
458
382
810
691
574
844
750
500
1,455
1,294
1,152
360
275
235
375
300
23S
432
366
306
648
554
459
675
600
400
1,164
1,034
922
29 25 21
86 72 61
163 136 116
187 156 134
275 229 196
346 288 257
463 386 331
SACK-CRETE & BACKFILL OVER SLAB
117 97 56
MPH
300
229
196
312
250
216
360
305
255
540
4.61
383
563
500
333
970
863
768
[b@W([@[jj)@@ ~o m@[jj)[jj)@1J1JD ~ol]:o
CIVIL ENGINEER AND DEVELOPMENT CONSULTANT
P,O, BOX 4369 S, DAYTONA. FLORIDA 32121-4368
PHONE: (904) 767-4774
FAX: (904) 767-6556
@ ,.:OPYRICliT. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN
PERMISSION FROM LAWRENCE E, BENNETT. P,E.
-34-
SECTION: :2
PACE: ~~=t2
SCli'i[[fNIIED EfNlClQSU~IES: SCRIEEfNI I ViNVl WALLS AND S~UD (cOVER
L.J3LE 2: MAX, ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL ROOMS AND
OTHER OPEN STRUCTURES W/ SOLID ROOFS 6063 T -6 ALLOY
[.<AMPLE: 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, = g'
LOAD WITH = g'; L.L. @ 22#/SF BEAM SPAN = 7'- 3"
BL.4M SIZE BEAM SPAN FOR DESIGNATED LOADS
[3EAM LIVE LOAD WIND LOAD
U"/\D WIDTH 22#/SF 32#/SF 100 MPH 110 MPH 120 MPH
-..-
2" > 3"xO,050" TILT BEAM OR 2"x 3"xO.050" EXTRUSION_______________________
5' 8'- 1" 6'- 7" g'- 0" 8'- 1" 7'-- 5"
6' 7'- 4" 6'- 0" 8'- 3" 7'- 4" 6'- g"
7' 6'-10" 5'- 6" 7'- 6" 6'-10" 6'- 3"
8' 6'- 5" 5'- 2" 7'- 2" 6'- 5" 5'-10"
g' 6'- 0" 4'-11" 6'- g" 6'- 0" 5'- 6"
10' S'- 8" 4'- 8" 6'- 5" 5'- 8" 5'- 2"
11' 5'- 5" 4'- 5" 6'- 1" 5'- 5" S'- 0"
12' 5'- 2" 4'- 3" 5'-10" 5'- 2" 4'- g"
2"x 4"x 0.050"x TILT BEAM
5' 9' - 9" --B'-=.-O;;----10~11'-;-----9-;---9-;;-----8--;--=-11-;;--------
6' 8'-11" 7'- 3" 10'- 0" 8'-11" 8'- 1"
7' 8'- 3" 6'- 9" 9'- 3" 8'- 3" 7'- 6"
8' 7'- 9" 6'- 3" 8'- 8" 7'- g" 7'- 0"
g' EXAMPLE 7'- 3" 5'-11" 8'- 1" 7'- 3" 6'- 8"
10' 6'-11" 5'- 7" 7'- g" 6'-11" 6'- 3"
11' 6'- 7" S'- 4" 7'- 4" 6'- 7" 6'- 0"
12' 6'- 3" 5'- 0" 7'- 0" 6'- 3" 5'- g"
2'): 4"x O,044"x 0,120" S.M.B, _______________________________________ ___'
5' 12'-10" 10'- 5" 14'- 4" 12'-10" 11'- 3"
6' 11'- 8" g'- 6" 13'- 1" 11'- 8" 10'- 8"
7' 10'-10" 8'-10" 12'- 1" 10'-10" 9'-11"
8' 10'- 1" 8'- 3" 11''':'' 4" 10'- 1" 9'- 3"
g' g'- 6" 7'- g" 10'- 8" g'- 6" 8'- 8"
10' g'- 1" 7'- 5" 10'- 1" g'- 1" 8'- 3"
11' 8'- 8" 7'- 0" g'- 8" 8'- 8" 6'-10"
12' 8'- 3" 6'- g" g'- 3" 8'- 3" 7'- 6"
2 'y 5"x 0.050"x 0,120" S.M.B, _______________________________________
5' 15'- 2" 12'- 4" 16'-11" 15'- 2" 1,3'-10"
6' 13'-10" 11'- 3" 15'- 6" 13'-10" 1:2'- 8"
7' 12'-10" 10'- 5" 14'- 4" 12'-10" 1'1'- 8"
8' 12'- 0" 9'- 9" 13'- 5" 12'- 0" 10'-11"
g' 11'- 3" g'- 2" 12'- 8" 11'- 3" 10'- 4"
10' 10'- 8" 8'- 9" 12'- 0" 10'- 8" g'- g"
11' 10'- 3" 8'- 4" 11'- 5" 10'- 3" 9'- 4"
"I :2' 9' - 9" 8' - 8" 1 0' - 11" 9' - g" 8' -11 "
[6@WI]'@(j\)@@ @;o m@(j\)(j\)@uurJ ~O@;O
CIVIL ENGINEER AND DEVELOPMENT CONSULTANT
P,O. BOX 4369 S, DAYTONA. FLORIDA 32121-4368
PHONE: (904) 767-4774
FAX: (904) 767-6556
'---./
@ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN
PERMISSION FROM LAWRENCE E, BENNETT, P,E,
SECTION: 2
PAGE: @=~2
-32-
~JGi!KEfEIr\ijIED ENCClOSUIRIES: SCREEN I ViNYL VM AllS AND SOLID COVER
2'( 6"x O,050"x
5'
6'
7'
8'
g'
10'
11 '
12'
2" 7"x O,062"x
6'
7'
S'
g'
10'
11 '
'12'
1..5'
14'
2";.: 7"x 0.062"x
(i'
}'
8'
g'
10'
11 '
12'
1.3'
14'
2" < 8"x O,072"x
7'
8'
g'
10'
11'
12'
1.3'
14'
2"" g"x O,072"x
7'
8'
g'
10'
11'
12'
13'
14'
2", 9"x O,072"x
7'
8'
g'
10'
11 '
12'
1.3'
'14'
0,120" S.M,B. ________________________________________
17'- 2" 14'- 0" 19'- 2" 17'- 2"15'- 8"
15'- 8" 12'- 9" 17'- 6" 1S'- 8" '14'- 3"
14'- 6" 11'-10" 16'- 2" 14'- 6" 1.3'- 3"
1.3'- 7" 11'- 1" 15'- 2" 1.3'- 7" 12'- 4"
12'- 9" 10'- 5" 14'- 3" 12'- 9" '11'- 8"
12'- 1" 9'-11" 13'- 7" 12'- 1" 11'- 1"
11'- 1" 9'- 5" 12'-11" 11'- 7" 1Cl'- 6"
10'- 3" 9'- 0" 12'- 4" 10'- 3" 10'- 1"
0,120" S.M,B. _______________________________________
17'- 9" 14'- 6" 19'-11" 17'- 9" 16'- 3"
16'- 6" 13'- 5" 18'- 5" 16'- 6" 15'- 0"
15'- 5" 12'- 7" 17'- 3" 15'- 5" "14'- 1"
14'- 6" 11'-10" 16'- 3" 14'- 6" 13'- 3"
1.3'- 9" 11'- 3" 15'- 5" 1.3'- g" 12'- 9"
13'- 1" 10'- 9" 14'- 8" 13'- 1" 12'- 0"
12'- 7" 10'- 3" 14'- 1" 12'- 7" 11'- 6"
12'- 1" 9'-10" 1.3'- 6" 12'- 1" 11'- 0"
11'- 8" 9'- 6" 13'- 0" 11'- 8" 10'- 7"
0,135" S,M.B, _______________________________________
18'- 4" 15'- 0" 20'- 6" 18'- 4" 16'- 9"
17'- 0" 13'-11" 19'- 0" 17'- 0" 15'- 6"
15'-11" 13',- 0" 17'- 9" 15'-11" 14'- 6"
15'- 0" 12'- 3" 16'- 9" 15'- 0" 1.3'- 8"
14'-10" 11'- 7" 15'-11" 14'- 3" U'- 0"
13'- 7" 11'- 1" 15'- 2" 1.3'- 7" 12'- 4"
13'- 0" 10'- 7" 14'- 6" 13'- 0" 11'-10"
12'- 6" 10'- 2" 13'-11" 12'- 6" 1]'- 5"
11'- 7" 9'-10" 13'- 5" 11'- 7" 10'-11"
0,224" S, M, B, _______________________________________
21'- 9" 17'- 9" 24'- 4" 21'- 9" 19'-11"
20'- 4" 16'- 7" 22'- g" 20'- 4" 18'- 7"
19'- 2" 15'- 8" 21'- 6" 19'- 2" 17'- 6"
18'- 2" 14'-10" 20'- 4" 18'- 2" 16'- 7"
17'- 4" 14'- 2" 19'- 5" 17'- 4" 15'-10"
16'- 7" 13'- 7" 18'- 7" 16'- 7" 15'- 2"
16'- 0" 13'- 0" 17'-10" 16'- 0" 14'- 7"
15'- 5" 12'- 7" 17'- 2" 15'- 5" 14'- 0"
0.224" S,MB,
24' - 2" 1 g;=-sr;----27~-O;;-----2-4-;--=--2-;;----:2:r=-l"-------
22'- 7" 18'- 6" 25'- 3" 22'- 7" :20'- 8"
21'- 4" 17'- 5" 23'-10" 21'- 4" 19'- 6"
20'- 3" 16'- 6" 22'- 7" 20'- 3" 18'- 6"
19'- 3" 15'- g" 21'- 6" 19'- 3" 17'- 7"
18'- 5" 15'- 1" 20'- 8" 18'- 5" 113'-10"
17'- 9" 14'- 6" 19'-10" 17'- 9" 16'- 2"
17'- 1" 13'-11" 19'- 1" 17'- 1" 15'- 7"
0,310" S,M.B, ,
26' -11 " 21'=1l-;;----3tY=-1--;;----2~-=11"----24'-=-7'-;--- -----
25'- 2" 20'- 6" 28'- 2" 25'- 2" 22'-11"
23'- 9" 19'- 4" 26'- 6" 23'- g" 21'- 8"
22'- 6" 18'- 4" 25'- 2" 22'- 6" 20'- 6"
21'- 5" 17'- 6" 24'- 0" 21'- 5" 19'- 7"
20'- 6" 16'- 9" 22'-11" 20'- 6" 18'- g"
19'- g" 16'- 1" 22'- 1" 19'- g" 18'- 0"
19'- 0" 15'- 6" 21'- 3" 19'- 0" 17'- 4"
[1@WO'@OU@@ @:" [I3@ouou@iJiJg (p"[]l,,
CIVIL ENGINEER AND DEVELOPMENT CONSULTANT
P,O. BOX 4369 S. DAYTONA. FLORIDA 3212\-4368
PHONE: (904) 767-4774
FAX: (904) 767-6556
1--
@ ".()IJYI~IGtiT. 1995 NOT TO BE REPRODuCED IN WHOLE OR IN PART WITHOUT Wr~ITTEN
PERMISSION FROM LAWRENCE E, BENNETT, PE.
SECTION: :2
PAGE: ~tO=~2
-33-