HomeMy WebLinkAbout95-4978
BUILDING PERMIT
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit ~j,~
4978 /J
Date
,s- -dl.3 -;; -S.-
BUILDINQ ELECTRICAL PLUMBING MECHANICAL
~
::~:::,~,:ne~12;;f1~:!i~
Parcell.D. # :)-~b -d/- odM - 6JCJOOD - () 0>- u
Sewer Conn
Water Conn:
Water Meter:
T.I.F."s:
Zoning: .. Energy Code: ~ Radon Gas:
Description of Work (;!i~~~ .. ~ K ~
NO OCCUPANCY BEFORE C.O.
FINAL ~___ - S
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
c.o.
DATE
City License Registration #
State Certified License#
/~I
Inspector
Permit Fe~tl. ~
Signat~re , / f(~) .::Yf~
Company
Address
Telephone#
Valuation or
Contract Price
c2~~. cJl)
/
..;// \-f~N()~ &v.-8/-
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
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.
APPLICATION FOR PERMIT
CITY OF ZEPBYRBILLS
BUILDING DEPARTMENT
OWNER'S NAKE LINDA REUTIMANN
OWNER'S ADDRESS 38600 NAOMI AVE. ZEPHYRHILLS FL. 33540
PHONE (813) 782-0409
JOB ADDRESS
38600 NAOMI AVE ZEPHYRHILLS FL. 33540
LEGAL DESCRIPTION: LOT(S) 5 BLOCK 5 SUBDIVISION
PARCEL LD.' r:2 -d 6 -!2 J -{)DJ.. fj -()coCJ{J "-t!:XJ7D (OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPOSED:_New Construction -LAddition ---J\1teration _Repair _Install
_Sign
--.Jtove
_Dea>lish
PROPOSED USE: _Single F_ily
....:LJt/F _' of Units _MID
_ec-ercial
_Indust. _Swia. Pool _Other
_Restaurant & Health Departaent Approval
DESCRlPnON OF WORK: ALUMINUM PAN ROOF OVER SLAB
BUILDING SIZE: 31 X 16 ,
Square Feet, 496 Height
8 "
RESIDENTIAL:
COMMERCIAL :
ATTACH (2) PLOT PLANS &: (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORKS.
PROPERTY. SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
PERMITS REOUESTED
~UILDING
$ 2500.00
Valuation of Total Construction
_ELEcnuCAL
AIIP Service
Florida Power Corp.
W.R.E.C.
---.JIECllAlllCAL
$
Valuation of Mechanical Installation
_PLUMBING
GAS
ROOFING
SPECIALTY
TYPE OF CONSTRUcnON: _Block _Fr~ _Steel
ALUMINUM
Other
PDJISBED FLOOR ELEVATIOIIS:
FT.
IS PROJECT IN FLOOD ZONE AREA?
YES NO
..........*.*.................*......*...*
CONTRACTOR SECTION
RIITT.nm COMPANY G. L. STEVE CONSTRUCTION
~~? en State Cert. or Resist. . r.R- r.0??11Q
Signature ~ ~ City License Registration' :# 1 Rl
. . ......*........*..**.*...*...*..******..**
RT.RCTRICIAR COMPANY
State Cert. or Regist. .
SianAture City License Registration f
......*........*....*.*........*......***.
PLUKBER COMPANY
State Cert. or Regist. .
Signature City License Registration .
.....................*......*....*.**.....
MECBARICAL COMPANY
State Cert. or Regist. .
Signature City License Registration .
..***.....*.....***.**..*......*....***..*
OTRRR COMPANY
State Cert. or Regist. .
Signature City License Registration t
.*.......*...........**.......*...........
APPLICATION APPROVED BY PERMIT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
'fbe undersigned understands that this penit IlaY be subject to Ideed restrictions" Ibich llay be lOre restrictive than City
regulations. the undersigned asSUles respcmsibility for coapliance lith any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the OIlIer lias lIired a contractor or contractors to undertake work, tIIey lilY be required to be licensed in accordance with
state and local regulations. If tile contractor is not licensed as required by law, both tile owner and contractor IlaY be
cited for a lisdell!anor violation under state law. If the ollller or Intended contractor are uncertain as to lhat licensing
requirl!lents llay apply for the intended work, they are advised to contact the City of Zepbyrhills Building Departlent, (813)
788-6611.
FurtheIlOre, if the OlDer has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the
IContractor Sections' of this application for Ihich they ,ill be responsible. If you, as the OIIDer sign as the contractor,
you are indicating that you, rather than the contractor, are responsible for the work. If the contractor liahes you to sign
as contractor that IlaY be an Indication that he is not properly licensed and is not entitled to penitting privileges in the
City of Zepllyrllills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided lith a copy of IFlorida's Construction Lien Lal - BoIeoImer's Protection
Guide" prepared by the Florida Deparuent of Agriculture and ConsUJer Affairs. If the applicant is SOJH!ODe other than the
lownerl, I certify tIIat I have obtained a copy of the above described docUlH!llt and prOlise in good faith to deliver it to the
"ower' prior to COIIeIlCl!lent.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all tile infoIliltion in tIIis application is accurate and that all IOrk ,ill be done in cOlpliance lith all
applicable laws regulating construction, zoning, and land developent.
Application is bereby lade to obtain a peIlit to do work and installation as indicated. I certify that no work or
installation has CDlenced prior to issuance of a penit and that all work lill be perfoned to leet standards of all laws
regulating construction, City codes, zoning regulations, and land developlent regulations in the jurisdiction. I also
certify that I understand that the regulations of other goveruental agencies IlaY apply to the Intended IOrk, and that it is
IY responsibility to identify ,hat actions I lust take to be in coapliance. Suell agencies include but are not lilited to:
t Departlent of Envirolllel1tal Regulation - Cypress Baybeads, Wetland Areas and Envirolllel1tally Sensitive Lands,
Water /Wastewater Treatlent
t Southwest Florida Water ManageJent District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses
t A[IJ Corps of Engineers - Sealalls, Docks, Kavigable Waterways
t Departlent of Health' Rehabilitative Senices, EnviIOlllental Health Unit - Wells, Wastewater Treatlent, Septic !ants
t US EnvirOJlllental Protection Agency - Asbestos abatl!lent
I also certify that, if fi11l1aterial is to be used in Flood ZOne lA' or lA, etc. I, it is understood that a drainage plan
addressing a 'COIpeDSating VOIUleIl ,ill be sublitted IlIiell is prepared by a professional engineer registered in tile State of
Florida prior to peIlit issuance.
A perlit issued shall be construed to be a license to proceed lith the work and not as autllority to violate, cancel alter, or
set aside any provisions of the technical codes, nor sIIall issuance of a perlit prevent the Building Official frOl thereafter
requiring a correction of errors in plans, construction, or violations of any code. Ivery penit issued sball beCDe invalid
unless the work autllorized by sUell penit is COIIeIlced lithin sillOnths of issuance, or if work autllorized by the penit is
suspended or abandoned for a period of sillODths after the tile the work is COIIeIlced. One 90 day eltension of tile, IlaY be
allowed for the penit lith fee eIIarge of $15.00. Tbe eltension shall be requested in lriting to the Building Official. An
approved inspection lUSt be logged during each sillODth period, or the project li11 be considered abandoned.
WARHUG TO MER: YOUR FAILORI TO RECORD A KOTICH OF C<IIMEHCBIIDI MAY RESULf IK YOUR PAYIKG filCH FOR DIPROVBIIEIIfS TO YOUR
PROPIR'lY. IF YOU IIIIHD TO OB'fAIII FIJlAKCIIIG, COIISULf WI'fB YOUR LBIIDBR OR AJllnORDY BEFORE RiCORDIIIG YOUR IIOTICE OF
COMMIKCBIIDI. JOBS UllDER $2,500 IK VALUE DO MOT MIlD fO RECORD AIID POS! A "KOTICE OF ClIUIIIICElllMfI.
~' ~ -
".. I. .,/,0 ~;;;:., (~)./)\.)
SIGJIA : ODBR OR AGEII'f .
~~U/~ x1~/G.L.STt::---y~ (lO,Q0T.
SIGllAfURE: COII!RAC'fOR
LINDA J. aTT
Notary Puhllc, State of Florida
My Comm. f:.xp. June 5.1998
Comm. No. Cc 378684
SfAIEOFFLO.roAJ
COUJIIY OF "'....:-{ ~
The foregoing instrument was ackn-9Wledged
before me this /q / ~ , 19J..L by
'0<1 \" ~+ ~ .St,~----
;~iJ"-BOIl~-lY knmnll:o ~~ha.
as identification and who did did not
tak~ ~ 0xuP
(Signature)
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
SIAIE OF FLORI~
COUJIIY OF '11..<) C 0
The foregoing instrument was acknowledged
before me this / 1, mlW, 19..2.i: by
.
h/1JDfJ f<.t;IJII nJANtJ
who is personally known to me or who has
produced [J12/ tJ US A.. I (!"bJ.s t
as identification and who did/did not
~~. 9: . fJJ1
( ature)
J../J.)LJfl :[: 0 ,,-
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
"-;;'~""'" BONITA G. JONES
l~ ...I'~~ MY COMMISSION' CC 358355
. . ~i EXPIRES: March 22. 1998
~. :.' Bonded ThIU NolIIY PublIc UndelWrillll
."
"..'
::;.: The foregoi fig instrument was acknowledged before me
ltii.
j':':, this If~ day of \-1XYJ~1L'_' 19 ~=5. by _RltoJ'1 ~11!(R
M ~.I!. IS IIl/~ /TVl IV u ,-rn -{ ~Id.Md t:J It K E 'J.:
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Bahr's AluI1linuI11 and Hardware, lllc.
37827 Fountain Road
Zephyrhills, Florida 33541
(813) 782-3513
TO WHOM IT MAY CONCERN:
Pl~ase be advi~ed tha
out Pdrmission to use any of our engineering on file in
consi~eratlon ot the tact that the materials purchased
through us will be code approvedw
* THIS IS FOR ONE (1) TIME ONLY
SINCERELY,
-f<,)-AN~ ~~
Randy Bahr
NOTARY
STATE: OF FLORIDA
COUNTY OF PASCO
as
1LJ for
,,~\~ LINDA BAGGElT
fta~ :..~ MY COMMISSION' CC 4437116
~Q~~l EXPIRES: AprIl 28. 1999
.Rf..r.l' ' IIondIId lbtu NolIry PubIc Undelwrltlra
Personally Known -;i)-_. OR PrOduced Identi t ication
Type of Identification Produced
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FRDr1 : Pa.n:i ':;;on 1 c FPF
~1R'{. 2. 1995
3 : 25P~1 f' 1
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(a~ea determined to be
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;1120235 0005 C, l:'eVised
lot lies in Zone "X"
outSide 500-~ear flood
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----------------------------------:------------
ATTACHED ALUMINUM COVERS
FASTENED DETERMINED
BASED ON CONSTRUCTION
OF HOST STRUCTURE
HOST
STRUCTURE
OR FASCIA
PAN OR COMPOSITE PANELS.
USE CORROSION RESISTIVE SCREWS. PANS
ANCHORED W/ #1 OX1 /2" @ 3/PAN 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.
CONNECTION REQUIRED
(SEE DETAIL)
~
EXTRUDED OR BREAKMETAL HEADER
0.032" MIN.
CONNECTION TO H,OST STRUCTURE
HOST STRUCTURE OR FACIA & SUB-FACIA CONNECTION REQUIREMENTS FOR VARIOUS
LOAD CONDITIONS LOAD CONDITIONS
WIND VELOCITY LOADS DEAD + LIVE LOADS
GLASS ROOMS
HOST STRUCTURE 100 MPH 110 MPH 120 MPH 22#/SF 32#/SF 57#/SF
1. CONCRETE 1/4"x1-1/8" CONCRETE SCREWS @ 12" 0.C.------>2 @ l' O.C.
2. WOOD FRAME 1/4"x2" LAG SCREWS @ 6" 0.C.------------>2 @ 1" O.C.
SCREEN, 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" 0.C.------>2 @ l' O.C.
2. WOOD FRAME 1/4"x2" LAG SCREWS @ 12" 0.C.----------->2 @ l' 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 TE CAN BE INSIDE OR
OUTSIDE BEAM OR LAP CUT
BEAM SPLICE SHALL BE MIN.
OF d-1/2" HEIGHT AND
2(d-1/2") IN LENGTH 3/4"
MIN. SCREWS PER SPLICE
TOTAL / SIDE OF SPLICE
2" x 4" 4 / 2
2" x 5" 4 / 2 3/4"
2" x 6" 4 / 2
2" x 7" 6 I 3
2" x 8" 8 / 4
2" x 9" 10 / 5
SPLICE TO BE LOCATED 1/4 TO 1/.3
BEAM SPAN AND STAGGERED EACH
SIDE OF SELF MATING BEAM
1" MAX.
d=HEIGHT OF BEAM
1" MAX.
DENOTES SCREW PATTERN
NOT NUMBER OF SCREWS
TYPICAL BEAM SPLICE DETAIL
[1@W[]'@[Ji)@@ @:o rn@[Ji)[Ji)@nnp rPo@:o
CIVIL ENGINEER AND DEVELOPMENT CONSULTANT
P.O. BOX 4.368 S. DAYTONA. FLORIDA .32121-4.368
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: 3
PAGE: 6-13
"",
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A 1"f ACHED ALUMHMUM COVERS
~
MANUFACTURERS PROPRIETARY SUPPLIES
TABLE 1: MAXIMUM ROOF SPANS FOR STRUCTALL BUILDING SYSTEM PRODUCTS
ALUMINUM COMPOSITE PANELS STANDARD PANEL W/ALUMINUM SHEA THING
31 05-H14/H- 25 ALLOY 1.0 # EPS CORE DENSITY
WIND LOADS
SCREEN & VINYL ROOMS, CARPORTS, AND OTHER OPEN BUILDINGS
3"x 0.019" _________NO_O.H.________l' -O.H.-_______2'_O.H.________3'_O.H._
100 MPH W. L. 14'- 7" 14'- 8" 15'- 1" 15'- 9"
110 MPH W. L. 13'- 4" 13'- 5" 13'- 11" 14'- 7"
120 MPH.W. L. 12'- 4" 12'- 6" 12'- 11" 13'- 8"
3" x O. 024" ------------------------!..--------------------------____
100 MPH W. L. 17'- 9" 17'- 11" 18'- 3" 18'- 9"
110 MPH W. L. 16'- 3" 16'- 4" 16'- 9" 17'- 4"
120 MPH W. L. 15'- 0" 15'- 2" 15'- 7" 16'- 2"
3" x 0.032" ---------------------------------------------_________
100 MPH W. L. 20'- 7" 20' - 9" 21' _ 0" 21' _ 6"
110 MPH W. L. 18'- 10" 18'- 11" 19'- 4" 19'- 10"
120 MPH W. L. 17'- 5" 17'- 6" 17'- 10" 18'- 6"
DEAD + LIVE LOAD & OR/SNOW LOAD (INCLUDES 2 #/SF DEAD LOAD)
ALL BUILDING TYPES
3" x 0.019" --------~----------------------------------------_____
22H/SF 12'- 0" 12'- 2" 12'- 8" 13'- 5"
32H/SF 10'- 0" 10'- 9" 10'- 9" 11'- 8"
~ 57H/SF 7'- 6" 7'- 9" 8'- 6" .9'- 7"
3"x 0.024"
22#/SF --------14.~-8>>-----14~-T~~----15.~-3>>-----15~-1~~-----
32H/SF 12'- 2" 12'- 4" 12'- 10" 13'- 7"
57H/SF 9'- 1" 9'- 4" 9'- 11" 10'- 11"
3" x O. 032" ------------------------------------------------______
22H/SF 17'- 0" 17'- 2" 17'- 6" 18'- 1"
32#/SF 14'- 2" 14'- 3" 14'- 8" 15'- 5"
57H/SF 10'- 9" 10'- 10" 11'- 5" 12'- 4"
~
[1@W[]'@[Ji)@@ @:o ~@[Ji)[Ji)@nng [;)o@:o
CIVIL ENGINEER AND DEVELOPMENT CONSULTANT
P.O. BOX 4368 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: 3
PAGE:~3c-~3
- !i." _
.~
A Tr ACHED ALUMiNUM COVERS
~
,/ TOP OF GRADE
3"x3" FLUTED POST
WRAPPED wi FELT PAPER
..q- 3/S"x3 1 12" BOLT
N
SO LB. 2500 PSI
CONCRETE PRE-MIX
N
""'- 3"x3" BASE
j 16" ~
ALUMINUM CONVENTIONAL CONSTRUCTION
PORCH POST CONNECTION
POST IN CONCRETE
WI #4 DIA. BAR
12" LONG
POURED CONCRETE
o
REFER TO TABLE 5
(PAGE 12-13)
~
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J
L
ISOLA TED FOOTING
NOTE: NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION
2'-0" MIN.
MIN. 2500 PSI CONC. Wi
BEFORE SLOPE 6x6-1 Ox1 0 W. W. MESH OR
" 1 t FIBER MESH TYPICAL
-- . ..~ 1 #5 BAR CONT. 1 #4 BAR CONT.
31/2~ "8"
NOTE; FIBER MESH CONCRETE DOES
NOT REOUIRED WIRE MESH
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
~
[b@W[[@[iiJ@@ @:o [ID@[iiJ[iiJ@ttttg (;lo@:o
CIVIL ENGINEER AND DEVELOPMENT CONSULTANT
P.O. BOX 4368 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; 3
PAGE: 5=~3
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ATTACHED ALUMINUM COVERS
0.
TABLE 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
LOAD WIDTH
2"x 3"xO.OSO"
S'
.6'
7'
8'
g'
10'
11 '
12'
2"x 4"x O.OSO"x
S'
6'
7'
8'
g' EXAMPLE
10'
11'
12'
2"x 4"x
5'
6'
7'
8'
g'
10'
11 '
12'
2"x S"x O.OSO"x
5'
6'
7'
8'
g'
10'
11 '
12'
@ COPYRIGHT. 1995
....
BEAM SPAN FOR DESIGNATED LOADS
LIVE LOAD
22#/SF
TILT BEAM OR
8'- 1"
7'- 4"
6'-10"
6'- S"
6'- 0"
5'- 8"
S'- 5"
5'- 2"
WIND LOAD
110 MPH
32#/SF 100 MPH
2"x 3"xO.OSO" EXTRUSION
6'- 7" g'- 0"
6'- 0" 8'- 3"
S'- 6", 7'- 6"
S'- 2" 7''':'' 2"
4'-11" 6'- g"
4'- 8" 6'- S"
4'- 5" 6'- 1"
4'- 3" 5'-10"
8'- 1"
7'- 4"
6'-10"
6'- S"
6'- 0"
5'- 8"
5'- 5"
5'- 2"
g'- g"
8' -11"
8'- 3"
7'- g"
7'- 3"
6'-11 "
6'- 7"
6'- 3"
120 MPH
7'- 5"
6'- g"
6'- 3"
5'-10"
5'- 6"
S'- 2"
5'- 0"
4'- g"
8'-11"
8'- 1"
7'- 6"
7'- 0"
6'- 8"
6'- 3"
6'- 0"
5'- g"
11' - ,3"
10'- 8"
9' -11"
9'- 3"
8'- 8"
8'- 3"
6'-10"
7'- 6"
13'-10"
12'- 8"
11'- 8"
10'-11 "
10'- 4"
9'- 9"
9'- 4"
8'-11 "
[1@W[]'@Ui)@@ @:o m@Ui)Ui)@tktkg [;>o@:o
CIVIL ENGINEER AND DEVELOPMENT CONSULTANT
P.O. BOX 4368 S. DAYTONA. FLORIDA 32121-4368
PHONE: (904) 767-4774
FAX, (904) 767-6556
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN
PERMISSION FROM LAWRENCE E. BENNETT, P.E.
SECTION: 3
PAGE: ~O-13
TIL T BEAM
9'- 9"
8' -11"
8'- 3"
7'- 9"
7'- 3"
6'-11 "
6'- 7"
6'- 3"
0.044"x 0.120" S.M,B.
12'-10" 10'- 5"
11'- 8" 9'_ 6"
10'-10" 8'-10"
10'- 1" 8'- 3"
g'- 6" 7'- 9"
9'- 1" 7'- 5"
8'- 8" 7'- 0"
8'- 3" 6'- 9"
0.120" S.M.B.
15' - 2" 12' - 4"
13'-10" 11'- 3"
12'-10" 10'- S"
12' - 0" g' - g"
11'- 3" 9'- 2"
10'- 8" 8'- 9"
10'- 3" 8'- 4"
9'- 9" 8'- 8"
8'- 0"
7'- 3"
6'- 9"
6'- 3"
S' -11"
S'- 7"
S'- 4"
5'- 0"
10'-11"
10'- 0"
g'- 3"
8'- 8"
8'- 1"
7'- 9"
7'- 4"
7'- 0"
14' 4"
13'- 1"
12' - 1"
11'- 4"
10'- 8"
10'- 1"
g'- 8"
g'- 3"
12'-10"
11 '- 8"
10' -10"
10'- 1"
9'- 6"
g'- 1"
8'- 8"
8'- 3"
16' -1'1"
1S'- 6"
14'- 4"
13'- 5"
12'- 8"
12'- 0"
11' - S"
10'-11"
15'- 2"
13'-10"
12'-10"
12'- 0"
11' - 3"
10'- 8"
10'- 3"
9'- 9"
TABLE 3: SCHEDULE OF POST TO BEAM SIZE & # OF THRU BOLTS REQUIRED
BEAM SIZE MINIMUM # /THRU BOLTS @ L= D + 1/2"
POST SIZE 1 /4" 3/8"
2"X 3"X 0.05" TILT .3"X .3"X 0.06" Scalpd 1
2"X 4"X 0.05" TILT 3"X ,3"X 0.06"" 1
2"X 4"X 0.044" X 0.12" 5MB 3"X 3"X 0.06"" 2
2"X 4"X 0.044" X 0.15" 5MB 3"X 3"X 0.06"" 2
2"X 6"X 0.044" X 0.12" 5MB .3"X .3"X 0.09.3 .3
2"X 7"X 0.050" X 0.1.3" 5MB .3"X .3"X 0.09.3 3
2"X 8"X 0.070" X 0.2.3" 5MB .3"X .3"X 0.125 4
2"X 9"X 0.070' x 0.23" 5MB 3"X 3"X 0.125 4
TABLE 4: MAX. ROOF AREA FOR ALUMINUM CARPORT/OPEN BUILDING
FOR ALLOWABLE ROOF AREA USE "AREA" = S x (W/2 + O.H.)
EXAMPLE: "S"= 7' , W = 12', & O.H. += 2' THUS: "AREA" = 56 SF
POST TYPE MAX. ALLOWABLE ROOF AREA IN SQUARE FEET
MAX. HGT. @ MAX. LOAD IN # LIVE + DEAD LOAD WIND LOADS
3"x 3"xO.040" ROLL FORM** 55#/SF 22#/SF 100 MPH 110 MPH 120 MPH
8'- 0" 7,200 131 327 450 360 300
10' - 0" 5,500 100 250 .34.3 275 229
12' - 0" 4,700 85 213 294 235 196
.3"x 3"xO.060" ROLL FORM**
8'- 6" 7,500
10'- 0" 6,000
12' - 0" 5,200
3"x 3"xO.060" SCALLOPED*
11'-10" 8,640
14'- 0" 7,330
16'- 0" 6,120
.3"x 3"x 0.90" TUBE*
11'-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' - a" 8,000
4"x 4"x 0.125" TUBE*
15' - 9". 23,280 423 1,058 1,455
18'- 0" 20,712 .376 941 1,294
20'- 0" 18,4.30 .335 8.38 1,152
* ALLOY 6063 T-6 ** ALLOY .3105 H16
1. THE SMALLER ROOF AREA OF LIVE + DEAD LOAD AND WIND LOAD SHALL GOVERN.
TABLE 5: ISOLA TED FOOTINGS
MAXIMUM ROOF AREA IN SF FOR CARPORT POST W/ ISOLA TED FOOTING
FOOTING TYPE AND SIZE FOR BELOW LISTED WIND VELOCITY UPLIFT LOADS
POURED CONCRETE 100 MPH 110 MPH 120 MPH
1'-O"X 1'-o"x 1'-0" 29 25 21
l'-4"X l'-4"X 1'-4" 86 72 61
1'-6"X 1'-6"X 2'-0" 163 136 116
1'-8"X 1'-8"X 2'-0" 187 156 134
1'-8"X 1'-8"X 2'-6" 275 229 196
2'-0"X 2'-0"X 2'-0" 346 288 257
2'-6"X 2'-6"X 2'-6" 463 386 3.31
PRE-CAST SLAB W/ 80# SACK-CRETE & BACKFILL OVER SLAB
1'-4"X 1'-4"X 2'-4" 117 97
A TT ACHED ALUMiNUM COVERS
1.36
109
95
341
273
236
469
375
325
375
300
235
157
133
111
392
333
278
540
458
382
432
366
306
236
201
167
589
503
417
810
691
574
648
554
459
245
218
145
614
545
364
844
750
500
675
600
400
1,164
1,034
922
2
2
3
3
POST
540
461
383
970
863
768
56
[b@WO'@Qi)@@ 130 w@(jj)Qi)@UUg [;}o@:o
CIVIL ENGINEER AND DEVELOPMENT CONSULTANT
P.O. BOX 4368 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.
~., ~--
312
250
216
.360
305
255
563
500
333
SECTION: 3
PAGE: 12-13
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