HomeMy WebLinkAbout95-5066
BUILDING PERMIT --
CITY OF ZEPHYRHILLS per~itNY -~50~6.e
(813) 788-6611 Date 7-...? -Y.s
8 ELECTRICAL PlUMBING MECHANICAL
~:::,::~:'?~d ~~~..r&- .
Parcell.D. # If -;;t6 --~- 6/60 -' OOtCJPo. t)~"> J
Zoning: Energy Code: fl Radon Gas: 5-' '7 b
Description of Work CJ'n1>..A.J1 -:/-; - <J ~~ -- /" ~ Y ~
Sewer Conn
Water Conn:
Water Meter:
T,I.F.'s:
NO OCCUPANCY BEFORE C.O.
FINAL
C.O.
..- d J ~ 95
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 #
State Certified License#
/bo
Permit Fee
Signature
Company
Address
Telephone#
Valuation or
Contract Price
d- y ~-. 0tJ
.
"
{JJ e tl~A1f./~
BUILDING
ELECTRICAL
PLUMBING
-
MECHANICAL
Ftr.
Pre SLB 1- Ca- q 5 fllLL
Lintel
FRM.
Insul. CL
WL
Driveway 1-Io-qS BILL.,
6 H-~ slfAA-n~*
,-'r3'-45 @lL0
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($15.00) shall be made for each trip for each trade:
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
Final
a. Wrong Address
b. Condemned work resulting from faulty construction.
c. Repairs or corrections not made when inspection called.
d. Work not ready for inspection when called.
e. Permit not posted on job site.
f. Plans not at job site.
g. Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
APPLIcAnON FOR PDKIT
CITY OF ZEPIIYIUIILLS
, BUlLDlfiG DEPARl'IIENT
o p-t:J?4-~q>I.5'
C7) 41
OWNER'S HAHElIl1l?.dL.{) /J1()/t1JSSpLJUpJ~/.f~ /1t1J/sflA/6- PHONE 7cf'3-bl-'??
OWliER'S ADDJI.ESS ~-r-,S? r?~{}S/ AE/JA)/)IItS /..A-.
JOB ADDRESS S/f/fJ$. Z~PHY/(!-f ILLS y/. ,J 5~fj
LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION
PARCEL I.D.' J '-1-.11:. -...)/-t)/6tJ-t>t:t:nJ-oS7o (OBTAIN PROM PROPERTY TAX NOTICIO
liOllK PIlOPOSIlD: ~ew Coastrw:t~ --...Addition --Alterat~ -Jlepair _lDatall
-Jign
---.Jlove
_Deaolish
PROPOSED USE: V Single Faaily
---.Jt/F _' of Units ---.Jt/H
_ec-ercial
_Indust. _Swill. Pool _Other
Restaurant Ie Health Departaent Approval
DESCRIPTIOIf OF NORK: CO "'c.. R ',""1&.- S N 1i D - C.J1 le-PtJ rzr-
BUILDIRG SIZE: / /' X / f) I. / / f) Square Feet. q~p 1'1 Heiy)J.t
RESIDElfTIAL: ATrACB (2) PLOT PLAlfS Ie (2) SETS OF BUILDIRG PLANS Ie (1) SET EHERGY FORMS.
COMMERCIAL: ATrACII (3) SETS OF BUILDIRG PLANS Ie (1) SET ElfERGY FORKS.
PROPERTY SURVEY :REQUIRED FOR ALL NEW CONSTRUCTION.
, ~UILDIlfG
$
RI.RcrRICAL
AHP Service
Florida Power Corp.
W.R.E.C.
-.JIEClWlICAL
$
Valuation of Hechanical Installation
-PLUtlBDlG
GAS
:ROOFING
SPECIALTY
TYPE PP COIfSnucrION: -Block _Praae _Steel
Other
PIlfISHEDFLOOR. ELEVAnONS:
Fl.
IS PROJECr IB FLOOD ZONE AREA?
..........................................
YES NO
BunDRR
CONTRACTOR SECTION
mtlPAIfY /t-UZ h W fr1, ,
/l.llla-~ State Cut. or Reaiat. · Cl:!LLifj6i"/J
City License Registration t 0
*.........................................
Signature
EJ..RCTRICIAII
COMPANY '
State Cert. or Regist. ,
City License Registration'
..........................................
Si 0.1$' ture
PLUMBER.
COKPARY
State Cert. or Regist. .
City License Registration ,
.*.......*................................
Signature
KECIWJT~
COKPANY
State Cert. or Regist. ,
City License Registration .
..........................................
Signature
OTRF.R
COKPANY
State Cert. or Regist. ,
City License Registration f
........................................**
Si~ture
APPLICATION APPROVED BY
PERMIT OFFICZR.
CONDITIONS OF PERHI~ AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
!be undersigned understands that this perllt lilY be subject to 'dee4 res~i~tions' .hich lilY be lOre restrictive than City
regulations. the undersigned asSUle& responsibility for lDpliance .lth any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the 0IIID8[ bas hired a contractor or contractors'to undertake 1IOrk, they lilY be required to be liceued in accordance tlith
state and local regulations. If the contractor is not licensed as required by lilli, both the IJIfDer and contractor lilY be
cited for a .isdeEaDOr violation under state lilll. If the owner or intended contractor are uncertain as to .bat licensing
requireIeDu lilY apply for the intendec1 .rk, they are advised to contact the City of Zepbyrhills Building Departlent, (813)
788-6611.
FurtheIlore, if the ower has hired a contractor or contractors, he is advised to bave the contractor(s) sign portions of the '
'Contractor Sections' of this application for eich they will be responsible. If JOU, as the OII1er sign as the contractor,
you are indicatinq that you, rather than the contractor, are responsible for the 1IOrk. If the contractor .iahes you to sign
as contractor that lilY be an inc1ication that be is not properly licensed and Is not entitled to peIlitting privileges in the
City of Zepbyrbills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, bave been provided lIith a copy of "lorida's construction Lien Law - lDeoImer's Protection
Guide' prepared by the 'lorida DepartleDt of Agriculture and ConsUIeI Affairs. If the applicant is 8OI8OIlll other than the
'OlfIlerl, I certify that 1 bave obtained a copy of the above described docUIent and prOlise in good faith to deliver it to the
'OlfIler' prior to co.encell!l1t. .
~. CONTRACTOR' S/OWNER I S AFFIDAVIT
I certify that all the infOIliltion in this application is accurate and that all 1IOrk will be done in CCJlpliance with all
applicable IDS regulating construction, lOlling, anclland developleDt.
Application is hereby lade to obtain a peIlit to do 1IOrk and installation as indicated. I certify that 110 1IOrk or
installation has ~cec1 prior to issuance of a perlit and that all1lOIk will be perf ODed to _t atandards of alllillla
regulating construction, City codes, lOlling regulations, and land develO(llll!llt regulations in the jurisdiction. I also
certify that I understand that the regulations of other gGYeIDleDtal agencies lilY apply to the intenl1ed work, and that it is
IY responsibility to identify what actions I lUSt take to be in cmpliance. Such agencies include but are not lilited to:
I Depart.ent of EnviIOlllelltal Regulation - Cypress Baybeada, Wetland Areas and Env1rolllelltally Sensitive Lands,
, Water/Wastewater !reablent
I Southwest 'lorida "ater Manage.ent District - "ells, Cypress Bayhea4a, "etland Areas, Altering Watercourses
I AllY Corps of Engineers - Seawalls, Docks, lavigable "atenays
I Departlent of Health i Rehabilitative Senices, EnvirODleJltal Health Unit - Wells, WastBllater '1reablent, Septic '1anka
I US InvirODlleDtal Protection Agency - Asbestos abateaent
I also certify that, if fUllilterial is to be used in Flood Zone lA' or 'A,etc.', it is understood that a drainage plan
addressing a lcoapensating volue- will be sublitted which is prepared by a professional engineer registered in the State of
Florida prior to petlit issuance.
A ~it issued shall be construed to be a license to proceed with the IOrk and not as authority to violate, cancel alter, or
set aside any provisions of the technical codes, nor shall issuance of a perlit prevent the Building Official frOl thereafter
requiring a correction of errors in plans, construction, or violations of any code. Ivery pemit issued shall belme invalid
Wlless the IOrk authorlled by such perlit is co.enced ..ithin sillODtbs of issuance, or if IOrk autboriled by the perlit is
suspended or abandoned for a period of sil IODtbs after the tile the 1IOIk is co.encec1. One 90 day utension of tile, lilY be
allOlfed for the peIlit with fee charge of $15.00. !be utension shall be requested in tlriUng to the Builc1ing Official. An
approved inspection lUSt be logged durinq each sillODth period, or the project will be considered abandoned.
WARJIIIfG 'fO owm: YOUR 'IIUJRB 'fO RECORD A 10UCK OF aJlHllCIIIIIf MAY RKSOLI II YOOI PAYIJIG nICK POll IMPROVIIID'fS 'fO YOUR
PROPBR'IY. IF YOU II'fIlD 'fO OB'fAIII 'DIAICIHG, COISOL'I WID YOUR LllDBR OR 11 A!'fOIIIIIY BIPORB RBCOBDIJIG YOUR 10lICK 0'
~Jj;l.~OOQ~umm~~r$UL-
SIGJIA'IUBI. OR - SIGIIA'fURB: COI'fBAC'fOR
S'lA'l1 OF 'LORIDAA
COUI'fY OF 1}5"( t)
The foregoing instrument was acknowledged
before me this ~ -.;zt , 19!/..L. by
SIA!B 0' n.oRIDA /)
coom OF rltSc 0
The foregoing instrument was acknowledged
before me this b -Dl S- , 19.-!l..::L. by
who is ersonally kn
produce
as identificat.
take an oath.
..r
to lie or who has
I
who is ersonally known 0 me or who has
produce
as identification and who did/~
take an 04th. ~ At. ftb4;::
(Signature) /
-r~1L~ Ii moA--TF's ::nz.
(Name Typed, Printed or Stamped)
NO'1'ARY PUBLIC
_~ STA'5 at rLOfl,IDA
tallIll ..-- PI ;JJLY 14, l_
Ilt CIl:MIIII; V'~ _. _. .A
... -
/11
(Signature)
Jc:":a-;t l::l. ffJoAiF..s :r~.
(Name Typed, Print or Stamped)
NOTARY PUBt.IC ,.... rUJllIDA
JIltl pmu.IC STA'l'B "'"
~ c:cJM15SIOIIIXP. JULY 14, 19M
II(JIatJ) '!HJI.U ..,.r. _. _.
38646 Palm Grove Drive
Zephyrhllls, Florida 33540
ACE
ALUMINUM
Job No.
Phone: (813) 782-2616
L
SOLD TO S0"; I<. I C5.- HOCA.S ~ /If./&-
ADDRESS W r- S7;{.tftJ.<)/ -<' Jft>.v.Q/ jt LJL
SHIPl'O 2$1'11 Y~H~.s rl. ...:?.rs' /
DATE b --.:26 -err '
PHONE 7ga-h~tP 7
~
Co ,.;JrjJ 5''I"E - /) /.) I J K uJh-r ,- /Q) CJ rE ~-I'
S'7Jr.,o S
/ / x Jf) K /1 Sf/;;LJ
I~ ~ '/1} C~I<.. fjO~7
SK/~ JAJC~
PERMIT
PRICE
j, TAX
The undersigned agrees to pay c, TOTAL PRiCE c~c..).:2~ De>
INSTAllERS IN FUll ON COMPLETION DEPOSIT
;fJk:L
Rep.
dkL.
.
Customers SlanabJre
BALANCE C.O.D.
L
01
. I
!
T
"'-
.........
'"
l
~
~
....
I
; ~ I : I
.' '.
SlTP. 1'1.J.H
. (IlP..5IDEHTUL USE OHLY~
l'AIlCEI. J, (),
..J!l.
~: Ll;
1'j(OI'EIlTY 1I1::J\.~lII1EHFIlT ,
LZ~7t?
1., r
SjJ'4Ik'
. ~6€. ~"pE
1/!ltJ)fI) /)1/)k/li-5 J- St(/V/(/..CE &"fJ~j(/trl)hT~ --6.-~b--9S' _
JlL. ..2L
"1'\/1' jOj!.;
b~fqc.f 'J( ~ I
(J/bO
-
~uuu
tltJOt'O
ULOCK
. .....
ClllliwJ:'1' OHtWI\S
, ^11 llruwlnfl!l ohull La ,frAun to Dc.aln for all pArcollS or loto flvu Acres or le:.tu.
~
it 'I. tj i
t
Ji)'
~
~pl){,R~l~
, O,J
L \
I ~[}~ \ l' ;. (
IlJ StltD
r
Ii~
/i\ "
[\01\ l rJ t~
{t" ~~() \ "~ I
7'" '" L l\ f.rD oQ;\ ~ I ~f
go . / ('i\ D~;~ ,/ ;/1. ill! )
'" ]6 \.
\.~
1 I
'J/
~c I)" ~~ 1
tJr)Jti
J~ 1
i..o ;:S"7 ,7Jl'aS""1
1... Et>;v .()//I s: 1. /1.41 L:
SJIlI~J A1.L f.XIS1'1UG AND PROPOSED STIlUCTUIl..ES ClVIlIG DDtlliISIOU:l AND SI~l'llAC~S, J.l.:;.~. IIIIJlC/.lE
/./:'1' 1I0111E~ OF \lATER AilD nOAll\lh'iS (lIlCLUDIUC UAiiES), h.DJACEl\'f '1'('.) 'l'ItE I'IIUI'EIlTY, JlIUlCflTE
'1" I: '.' I Z FlY E ;dl. "-I.U 1I1J-1E Of HOL {I ,E I SUCH AS 111 X (,01. 1'JB i. n.EE'l...../Oou,
{d 1 II EAS Erlf.IIB II, "ItlCIIT-OF-UA'tll llnd ."JURISDICTIOllAL LItlES", m'u/lt tiC allown on all 8ltp.plal\~l.
DO lIUT ElICROACII INTO ANY EASEMENT \lITII A STRUCTURE
1I0USE CON srftUCT ION
'La".: ."...-
Pt.~POS[O ...ODITlO",
. .~."c: ... ..1
.".~KI'JIL[ IIOME seTUP I
.l....1 ... ,.,' .
,~'~b!.~t ~.;: ;.rr:~...~,~::!t\:..: ~l~
J
..
.,
..
..
u
.
~~~-~
'.
.'
.... f 10 11,1 .... II~Oli.l
, ",.... I....: I., -..-)
,:,.: ' :",.. 10'" :" .." to', .0', ,
~r) '~~Ili-"" 10' :(~.~~ ,ql~li' it;t.... ~""I'II';', ..':',r.;..:' 0' ,J -.
'.. {' . " '" 'J' '.". .' JL .'
C .44. _ :;. _
o 0 ." () '. 0
it l I II ,,' ~ ,. 1" ,..:: (...,,"qt ~
- · I ". . - --....l. · S.... -
h.~.. .. .
; .. It" :.
. '; ~
-'l:'"
.."",..
8
i
l' '
r v'
I
, .u'
I
11040 ""..or
""~--i'~-'~-'-'"
-~-.
"O"D """'"
s\l
src:;r~EE~ED ENCLOSURES: SCREEN I ViNYL WALLS AND SOLID COVER
TABLE 1: MAXIMUM SPANS FOR STANDARD
3105 H-14 OR H-25 ALLOY
WIND LOADS: CARPORTS, SCREEN ROOMS,
O,H, CONDITION NO O. H, l' O. H,
1-1/4"x_0.026"
100 MPH W. L.
110 MPH W. L.
120 MPH W. L.
1-1/4"x_0.032"
100 MPH W. L.
110 MPH W. L.
120 MPH W. L.
1-3/4"x_0.026"
100 MPH W. L.
110 MPH W. L.
120 MPH W. L.
1-3/4"x_O,032"
100 MPH W. L.
110 MPH W. L,
120 MPH W. L.
3"x_0.026"
100 MPH W. L.
110 MPH W. L.
120 MPH W. L.
3"x_0.032"
1 00 M PH W. L.
110 MPH W. L.
120 MPH W. L.
LIVE LOAD; ALL
O,H. CONDITION
1-1/4"x_0.026"
20 #/SF L. L. 7' - 0"
30 #/SF L. L. 5'- 9"
1-1/4"x_0.032"
20 #/SF L. L. 8'- 3"
30 #/SF L. L. 6' - 9"
1-3/4"x_O,026"
20 #/SF L. L.
30 #/SF L. L.
1-3/4"x_0.032"
20 #/SF L. L.
30 #/SF L, L.
3"x_O,026"
20 #/SF L. L.
30 #/SF L. L.
3"x_0.032"
20 #/SF L. L.
30 #/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"
13'~ 1"
11'- 9"
10'- 8"
7'- 5"
6'- 8"
6'- 2"
8'- 8"
7'- 9"
7'- 1"
7'- 7"
6' -11"
6'- 4"
9'- 0"
8'- 1"
7'- 5"
13'- 3"
11' -11"
10'-11"
15'- 6" 15'- 8"
13'-10" 14'- 0"
12'- 8" 12'-10"
BUILDING TYPES
NO O. H. ,. O. H,
7'- 4"
6'- 0"
8'- 7"
7'- 0"
13'- 3"
10'- 9"
15'- 1"
12'- 3"
7'- 3"
6'- 1"
8'- '6"
7'- 0"
7'- 7"
6'- 4"
8'-10"
7'- 4"
13'- 4"
11'- 0"
15'- 2"
12'- 5"
ALUMINUM ROOF PANELS OF
AND OTHER OPEN BUILDINGS
2' 0, H. 3' 0, H,
8'- 2"
7'- 6"
7'- 1"
9'- 3"
8'- 6"
7' -11"
8'- 5"
7'- 9"
7'- 3"
9'- 7"
8'- 9"
8'- 2"
13'- 8"
12'- 5"
11'- 5"
16'- 0"
14'- 5"
13'- 3"
2' O. H.
8'- 1"
7'- 0"
9'- 2"
7'-10"
8'- 4"
7' -11"
9'- 6"
8'- 1"
13'-10"
11' - 6"
15'- 7"
12'-11"
14'- 5"
13'- 2"
12'- 3"
16'- 7"
15'- 1"
14'- 4"
3' O. H,
"-.-/
14',- 6"
12'-' 4"
16'-- 2"
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.
[SeuWO'@Ui)@@ ~c m@I:iOOi)@QQIJ !?C~c
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: 1~~2
'-""
SC~~IEIEIN][ED ENCLOSURES: SCREEN I VINYL WALLS AND SOliD COVER
T M3LE 2: MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL ROOMS AND
OTHER OPEN STRUCTURES W/ SOLID ROOFS 6063 T -6 ALLOY
EXAMPLE: FOR SPAN "L" ON DRAWING USE LOAD WIDTH = "W"/2 + O.H,
2"x 4"x O.OSO" TILT BEAM: LOAD WIDTH = 14'/2 + 2'O,H, = g'
LOAD WITH = g'; L.L. @ 22#/SF BEAM SPAN = 7'- 3"
BEAM SIZE BEAM SPAN FOR DESIGNATED LOADS
BEAM LIVE LOAD WIND LOAD
LOAD WIDTH 22#/SF 32#/SF 100 MPH 110 MPH 120 MPH
-.
2"x 3"xO,OSO" TILT BEAM OR 2"x 3"xO.OSO" EXTRUSION_________...:..____________
S' 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'- S" S'- 2" 7'- 2" 6'- 5" 5'-10"
g' 6'- a" 4'-11" 6'- g" 6'- A" S'- 6"
la' S'- 8" 4'- 8" 6'- s" 5'- 8" S'- 2"
'11' 5'- s" 4'- S" 6'- 1" S'- 5" 5'- 0"
12' S'- 2" 4'- 3" S'-10" S'- 2" 4'- g"
2"x 4"x O.OSO"x TILT BEAM
S' g' - g" --8i=--O;;----10~11.;-----9~-9-;;-----87-=-11-;;--------
6' 8'-11" 7'- 3" 10'- 0" 8'-11" 8'- 1"
7' 8'- 3" 6'- g" g'- 3" 8'- 3" 7'- 6"
8' 7'- 9" 6'- 3" 8'- 8" 7'- g" 7'- a"
g' EXAMPLE 7'- 3" S'-11 " 8'- 1" 7'- 3" 6'- 8"
'la' 6'-11" s'- 7" 7'- g" 6'-11" 6'- 3"
11' 6'- 7" S'- 4" 7'- 4" 6'- 7" 6'- 0"
12' 6'- 3" 5'- 0" 7'- a" 6'- 3" 5'- g"
2"x 4"x 0.044"x 0.120" S.M,8. _______________________________________
s' 12'-10" 10'- S" 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'- 9" 10'- 8" g'- 6" 8'- 8"
la' g'- 1" 7'- S" 10'- 1" g'- 1" 8'- 3"
11' 8'- 8" , 7'- 0" g'- 8" 8'- 8" 6'-10"
12' 8'- 3" 6'- g" 9'- 3" 8'- 3" 7'- 6"
2"x s"x 0.050"x 0.120" S.M.8. ___________________________.____________
5' lS'- 2" 12'- 4" 16'-11" 15'- 2" U'-10"
6' 13'-10" 11'- 3" lS'- 6" 13'-10" 12'- 8"
7' 12'-10" 10'- 5" 14'- 4" 12'-10" 11'- 8"
8' 1 2' - 0" g' - 9" 1 3' - 5" 1 2' - 0" 1 0' -11 "
g' 11'- 3" g'- 2" 12'- 8" 11'- 3" 10'- 4"
10' 10'- 8" 8'- g" 12'- 0" 10'- 8" 9'- g"
11' 10'- 3" 8'- 4" 11'- S" 10'- 3" 9'- 4"
12' g'- 9" 8'- 8" 10'-11" g'- g" 8'-11"
[b@W[i'@[il)@@ @;o m@Qi)[il)@UUg [?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: 9~~2
-----
'''"--'''
---.,./
SCl~EIEINlIED ENCLOSURES: SCRIEEN I VINYL WALLS AND SOLID COVER
T,~,BLE 4: MAX, ROOF AREA FOR ALUMINUM CARPORT 10PEN BUILDING POST
FOR ALLOWABLE ROOF AREA USE "AREA" = S x (W/2 + O.H.)
EXAMPLE: "S"= 7' , W = 12', & O.H. += 2' THUS: "AREA" = 56 SF
PClST TYPE MAX ALLOWABLE ROOF AREA IN SQUARE FEET
LIVE + DEAD LOAD WIND LOADS
55#/SF 22#/SF 100 MPH 110 MPH 120
M/,X. HGT, @ MAX. LOAD IN #
3"x 3"x 0.040" ROLL FORMED "'*
8'- 0" 7,200
10'- 0" 5,500
12'- 0" 4,700
3"x 3"x 0.060" ROLL FORMED **
8'- 6" 7,500
10'- 0" 6,000
12'- 0" 5,200
3"x 3"x 0.060" SCALLOPED *
11'-10" 8,640
14'- 0" 7,330
16'- 0" 6,120
3"x 3"x 0.90" TUBE *
1 ,. -10" 12,960
14'- 0" 11,070
16'- 0" 9,180
3"x 3"x 0.125" TUBE *
13'- 3" 13,500
14'- 0" 12,000
16'- 0" 8,000
4"x 4"x 0.125" TUBE *
15' - 9" 23,280
18' - 0" 20,712
20' - 0" 18,430
· ALLOY 6063 T-6
*. ALLOY 3105 H16
1, THE SMALLER ROOF AREA OF LIVE + DEAD LOAD AND WIND LOAD SHALL GOVERN,
TABLE 5: ISOLATED FOOTINGS
MAXIMUM ROOF AREA IN SF FOR CARPORT POST wi ISOLA TED FOOTING
FOR BELOW LISTED WIND VELOCITY UPLIFT LOADS
100 MPH 110 MPH 120 MPH
FOOTING TYPE & SIZE
POURED CONCRETE
l'-O"X 1'-O"x 1'-0"
l'-4"X l'-4"X 1'-4"
1"-6"X l'-6"X 2'-0"
1'-8"X l'-8"X 2'-0"
l'-8"X l'-8"X 2'-6"
2'-0"X 2'-0"X 2'-0"
2'-6"X 2'-6"X 2'-6"
PRE-CAST SLAB Wi 80#
l'--4"X l'-4"X 2'-4"
131
100
85
136
109
95
157
133
111
'.236
201
167
245
218
145
423
376
335
327
250
213
341
273
236
392
333
278
589
503
417
614
545
364
1,058
941
838
450
343
294
469
375
325
540
458
382
810
691
574
844
750
500
1,455
1,294
1,152
360
275
235
375
300
235
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
461
383
563
500
333
970
863
768
'---./
!b@wQ'@W@@ [30 @3@ww@iJiJg /Po[3o
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: ~il~~2
ATTACHED ALUMINUM COVERS
SEE CONNECTION 'DETAil (PAGE 6-13)
ld
"s
0
T
..q-
t..J C'l
...J
en @
0 V)
... ;~~ 0
C) ::::)
I-
.:.... (/)
t,.,
V)
>< ..q-
Ld X
C'l
---------------
2" x 4" LUMBER TOP PLATE WITH ROOF
2" x 2" x 0.044" ALUMINUM OR
2" x 4" @ 24" O,C. LUMBER
STRUCTURAL ,GRADE THERMAL PLY
WITH SIDING
2" x 4" P. T.P. PLATE WITH 3/S"x4 1 /2"
CONCRETE ANCHORS
SEE CONCRETE DETAILS
SECTION THROUGH UTILITY ROOM
SEE CONNECTION DETAIL (PAGE 6-13)
Ld
"';;
C:)
:,C:
12" x PAN (SEE CHARTS) USE 'w'
SELECT PAN FOR REQUIRED SPAN
ld
hJ
co
o
:~
()
;~
"W," VARIES
FOR FRONT BEAM USE 'L'=W/2+0,H,
t.,
t/J
;:<
L"
---------------
SEE CONCRETE DETAILS
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.
UTILITY SHED AND CARPORT WALL SECTION
I\OTES:
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.
'< 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
[b,@Wl1'@Ui)@@ C3c [;3@Ui)Ui)@1}1}g [;>D~D
CIVIL ENGINEER AND DEVELOPMENT CONSULTANT
P,O, BOX 4368 S, DAYTONA. FLORIDA 32121-4368
PHONE: (904) 767-4774
FAX: (904) 76/1--6556
CS' COPYRIGHT. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN
PERMISSION FROM LAWRENCE E, BENNETT, P,E.
SECTION: 3
PACE: 3b=~3
ATTACHED ALUMINUM COVERS
ALUMINUM CONVENTIONAL CONSTRUCTION
PORCH POST CONNECTION
POST IN CONCRETE
W/ #4 DIA. BAR
12" LONG
POURED CONCRETE
REFER TO TABLE 5
(PAGE 12-13)
I I)
LJ.
o
J
y
J-
L
ISOLA TED FOOTING
NOTE: NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION
2' -0" MIN.
BEFORE SLOPE MIN. 2500 PSI CONC. W/
6x6-10x10 W.W. MESH OR
"," 1 t FIBER MESH TYPICAL
-- , , -_ 1 #5 BAR CONT.
31/'~"8"
NOTE: FIBER MESH CONCRETE DOES
NOT REQUIRED WIRE MESH
FLA T SLOPE / NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING
o - 2"/12" 2"/12" - 1'-10' > 1'-10'
SLAB DETAILS ADDRESSING EROSION
----
l1&JW(i'@Oi)@@ @;o []3@Ql)Oi)@nng (;),Bo
CIVIL ENGINEER AND DEVELOPMENT CONSULTANT
P,O, BOX 4368 S, DAYTONA. FLORIDA 32121-4368
PHONE: (904) 767-4774
FAX: (904) 767-6556
@ COI"YRIGHT. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN
PERMISSION FROM LAWRENCE E, BENNETT, P,E,
SECTION: :3
PAGE: 6=~:3
ATTACHED ALUMiNUM COVERS
PAN OR COMPOSITE PANELS,
/ USE CORROSION RESISTIVE SCREWS. PANS
ANCHORED W/ #lOX1/2" @ 3/PM~ INTO
~ ;* RECEIVING CHANNEL AND 1 #lOx1/2" @
// =,,_ I RIDGE CAP CONNECTIO!'J TO RECEIVING
L~i r'~, CHANNEL. COMPOSITE PANELS USE
/ /;''''T?X':, t}1/4"X t+1/2" WITH 1/4" WASHERS SCREW
~ ! '-J THROUGH RECEIVING CHANNEL FROM Tep
....J.. ~' , C, AUL.K ALL CONN, ECT.IONS.,
CONI'JECTION REQUIRED
(SEE DU ;\IL)
[XTRL ,J OR BREAKMETAL H~ADER
0.032" 1',1IN.
1- ASI [NED DETERMINED
BASED ON CONSTRUCTION
OF /"OST STRUCTURE
--.J
HOST
STRUCTUPE
CI~ FASCIA
CONNECTION TO IlOST STRUCTURE
HOST STRUCTURE OR FACIA & SUB-FACIA cor'JNECTION REQUIREMDHS FOR VARIOUS
LOI\D CONDITIONS LO/\D CONDITlm~s
WIND VELOCI TY LOADS DEAD + LIVE ,_OADS
GL/ISS ROOMS
HOST STRUCTURE 100 MPH 110 MPH 120 MPH 22#/SF 32#/SF 57#/SF
1, CONCRETE 1/4"x1-1/8" eONCRETE SCREWS @ 12" O,C.------>2 @ ,. O,C.
2 WOOD FRAME 1/4"x2" LAG SCREWS @ 6" O.C,------------>2 @ 1" O,C.
SCF-~EEN, VINYL, AND CARPORTS
HOST STRUCTURE 100 MPH 110 MPH 120 MPH 22#/SF 32#/SF 57#/SF
1, CONCRETE 1/4"x1-1/8" CONCRETE SCREWS @ 12" O,C.------>2 @ ,. O,C,
2, WOOD FRAME 1/4"x2" LAG SCREWS @ 12" O.C,----------,->2 @ ,. O,C,
NOTES: 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
PLA"T CAN BE INSIDE OR
OUTSIDE BEAM OR LAP CUT
BEAt'il SPLICE SHALL BE MIN.
OF cj-1/2" HEIGHT AND
2(d-'l/2") IN LENGTH
MIN, SCREWS PER SPLICE
TOT/\L / SIDE OF SPLICE
2" x 4" 4 / 2
2" x 5" 4 / 2
2" x 6" 4 / 2
2" x 7" 6 / 3
2" x 8" 8 / 4
2" x 9" 10 / 5
-..J
SPLi CE TO BE LOCA TED 1/4 TO 1/3
BEAM SPAN AND STAGGERED EACH
SIDE OF SELF MATING BEAM
d-l/2" d-l/2"
~ r l'
1 '
1" MAX.
d=HEIGHT OF BEAM
3/4"
..
1" MAX.
DENOTES SCREW PATTERN
NOT NUMBER OF SCREWS
TYPICAL BEAM SPLICE DETAIL
!b@wQ'@O'O@@ @:c m@O'OO'O@1}1}g IPc@:c
CIVIL ENGINEER AND DEVELOPMENT CONSULTANT
P.O, BOX 4368 S, DAYTONA, FLORIDA 32121-4368
PHONE: (904) 767-4774
FAX: (904) 767-6556
@ CCPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WiTHOUT WRITTEN
PERMISSION FROM LAWRENCE E. BENNETT, P,E,
,J
SECTION: 3
PAGE: (S)~~3