HomeMy WebLinkAbout01-0723
BUILDING PERMIT~~
0723
5.ttD
EL~CTRICAl
CITY OF ZEPHYRHILLS
(813) 788-6611
,c
3~'
PLUMBING ME~CAL
Permit
Date
!/-tf- tJ(
160 . tfO
BUILDING
Sewer Conn
Property Owner:
Job Address:
Parcel J.D, #
Water Conn:
Water Meter:
T.I.F.'s:
Zoning:
DescriPtion of Work
Energy Code:
1'not.r PDtT
Radon Gas:
FINAL
C.O.
DATE
NO OCCUPANCY BEFORE C.O.
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Permit Fee
;><Signature
Company
Address
)(Telephone#
Valuation or /a a '1(, ".0
Contract Price f. 7 .
,
City license Registration' .~ 59 '7
State Certified license'
7/,/52 "3
r"MIV Cle,-.
Ftr,
Pre SLB
Lintel
FRM. ,/':).. -~-ol /(.To,'l2clf
.
Insul. Cl
WL
.1JHF,47I1/A;- II.~/-Ol /l.L'I
Driveway
SlB
Tub Set /!:2.-:loCt H,Ji, RLV
Water
Sewer
Final
Breakers
Ducts Ins!.
Compressor
Final
BUILDING
elECTRICAL
PLUMBING
Tp. Servo ~
Rough In ,h -d..tyt'1 lbo,(Z.t"
Meter Can
Const, Pole
Pool
Pre-Meter
Final
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Twenty Five and 00/100 Dollars ($25.00) 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.
OWNER'S NAME
- ,,^ f!
I --.:~u....e,{)
CITY OF ZEPHYRHILLS PERMIT APPLICATION '- l!- 5/01
BUILDI DEP 5335 8th STREET ZEPHYRHILLS, FL 33540 .,_____.
P~on :813-,780-0020 Fax:813-780-0021
AI tftl.~ (/.I'V DATE RECEIVED
...."ft D~- ll" ~ PLANS REVIEW FEE
4r ~
d;.-
CONTACT
JOB SITE ADDRESS
LEGAL DESCRIPTION: LOT(S)
BLOCK
SUBDIVISION
PARCEL ID #
'-.2 (, - 2
002-0 .-bPb~:>O- 0
BTAIN FROM PROPERTY TAX NOTICE)
WORK PROPSED: tHfEW CONSTRUCTION
o ADDITION
o ALTERATION
o REPAIR
o INSTALL
DSIGN
o MOVE
o DEMOLISH
PROPOSED USE: DSGL FAMILY DWELLING
DMULTI-FAMILY
0# OF UNITS
o SWIMMING POOL
o MOBILE HOME
o COMMERCIAL
o INDUSTRIAL
o OTHER
DESCRIPTION OF WORK
CJ
/41/; -kr
r
: 1217<..
RESTAURANT & HEALTH
~rY
,
DEPARTMENT APPROVAL
BUILDING SIZE
SQUARE FOOTAGE
1/1'1
HEIGHT
/3 ) (. /1
RESIDENTIAL:
COMMERCIAL:
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
~DING
~CTRICAL
~UMBING
PERMITS REQUESTED
$
1/19&
Ii'"
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE
o FLORIDA POWER
o
W.R.E.C.
o MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
o GAS
o ROOFING
o SPECIALTY
o OTHER
TYPE OF CONSTRUCTION: 0 BLOCK
o FRAME
o STEEL
o OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAD YES
o NO
e#
STATE CERT OR REGIST b(,')~(,.
CITY PROCESSf/tJt;< 5'11
******************************************************************
LI J COMPANY MtJ r-Io# EZ.~tC-
~4/ ~ Ir l..~ STATE CERT OR REGIST #
'1/ "' CITY PROCESSING #,/ ~2.. ~
. 1 O~
*********************************************~********************
PLUMBER A COMPANY gtd/ ,PI ~ J/ h ~
~~~'-~ STATE CERT OR REGIST #
SIGNATURl(../' /l/"" '-.../ 1 ~ CITY PROCESSING # 'J I r l..
******************************************~'J;J*~*****************
SIGNATURE
BUILDER
COMPANY
ELECTRICI
SIGNATURE
MECHANICAL
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
OTHER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The ~ndersigned understands that this permit may be subject to "deed restrictions" whidh
may be more restrictive than City regulations. The undersigned assumes responsibility for
compliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they may be required
to be licensed in accordance with state and local regulations. If the contractor is not
licensed as required by law, both the owner and contractor may be cited for a misdemeanor
violation under state law. If the owner or intended contractor are uncertain as to what
licensing requirements may apply for the intended work, they are advised to contact the
City of Zephyrhills Building Department, 813-788-6611.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) sign portions of the "Contractor Sections" of this application for which they
will be responsible. If you, as the owner signs as the contractor, you are indicating that
you, rather than the contractor, are responsible for the work. If the contractor wishes
you to sign as contractor that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in the City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of "Florida's Construction
lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture
and Consumer Affairs. If the applicant is someone other that the "owner", I cerify that I
have obtained a copy of the above described document and promise in good faith to deliver
it to the "owner" prior to commencement.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the information in this application is accurate and that all work will
be done in compliance with all applicable laws regulating construction, zoning, and land
development.
Application is hereby made to obtain a permit to do work and installation as indicated. I
certify that no work or installation has commenced prior to issuance of a permit and that
all work will be performed to meet standards of all laws regulating construction, City
codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other governmental agencies may apply to
the intended work, and that it is my responsibility to identify what actions I must take to
be in compliance. Such agencies include but are not limited to: *Department of
Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment
*Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas,
Altering Watercourses
*Army Corps of Engineers-Seawalls, Docks, Navigable Waterways
*Department of Health & Rehabilitative Services, Environmental Health Unit-Wells,
Wastewater Treatment, Septic Tanks
*U.S. Environmental Protection Agency-Asbestos abatement
I also certify that, if fill material is to be used in Flood Zone "A" or "A,etc.", it is
understood that a drainage plan addressing a "compensating volume" will be submitted which
is prepared by a professional engineer registered in the State of Florida prior to permit
issuance.
A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes,
nor shall issuance of a permit prevent the Building Official from thereafter requi~ing a
correction of errors in plans, construction, or violations of any code. Every permit
issued shall become invalid unless the work authorized by such permit is commenced within
six months of issuance, or if work authorized by the permit is suspended or abandoned for a
period of six months after the time the work is commenced. One 90 day extension of time
may be allowed for the permit with fee charge of $15.00. The extension shall be requested
in writing to the Building Official. An approved inspection must be logged during each six
month period, or the project will be considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT".
SIGNATURE: OWNER OR AGENT
SIGNATURE: CONTRACTOR
acknowledged
, 19_
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _____day of
by
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _____ day of
by
acknowledged
19
(name of person acknowledged)
Dwho is personally known to me, or
(name of person acknowledged)
[1ho is personally known to me, or
of identification)
take an oath.
o who has produced
(type of identification)
and who Ddid [}:lid not take an oath
o who has produced
(type
and whoD did 0 did not
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
~- -.- --- -.--- -- -.- ~-- - _._~ --. - -- --- .-.---. -
~ropo~a(
Page #
of
pages
t"'-
I
, i
Job Name
Job #
Proposal Submitted To:
-I,'
Address
Job Location
" pi
. V" t'
Fax #
{( { #i/2 Date
Date of Plans
Phone #
We hereby submit specifications and estimates for:
t?'7""'j
~
('\I....
-9
We propose hereby to furnish material and labor - complete in accordance with the above specifications for the sum of:
$
with payments to be made as follows:
Dollars
Any alteration or deviation from above specifications involving extra costs will be
executed only upon written order, and will become an extra charge over and
above the estimate. All agreements contingent upon strikes, accidents, or delays
beyond our control.
/-:>
/ /'/""""
// -;7 ,/;-/ /?
Respectfully / /./ .~ // /, '" .
submitted / .{/ r:L.~ __', __...J.-'"
Note - this proposalfi;~y be withdrawn by us if not accepted within days,
~tttptanct of ~ropo5'a(
The above prices, specifications and conditions are satisfactory and,are
hereby accepted. You are authorized to do the work as specified.
Payments will be made as outlined above.
Signature
Date of Acceptance
Signature
B;; NC3819 MADE IN USA
Cfrf\
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TN; M~'IJlCU:l~~N
'UTU RE
PLAN
OF
}MPLETED
MOTOR PORT
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SCREEN
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~ - 1~'~/(
W. ~'-~iui~il"l.!.. 1........; ...."
, CODES, STANDARD Bti!LllWU, 1)!.JMBjNG~""
Ma....UC. AND CITY OF ZEPHYRHI
ORDINANCES.
/
I
SECTION 2
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
2'-0" MIN,
fFORE 13LOP't... .."
I I "'-IN
I i (")
, ,
~
TYPE I
FLAT SLOPE 1 NO FOOTING
0-2" 112"
(1) #50 BAR CONI.
12"
TYPE III
STEEP SLOPE FOOTING
> 1'-10"
NOTES:
1, NO FOOTING OTHER THAN 4" SLAB IS REQUIRED EXCEPT WHEN ADDRESSING EROSION
UNTIL THE CARPORT OR PATIO COVER EXCEEDS 20'-0" THEN A MINIMUM OF A TYPE II
FOOTING IS REQUIRED
2, FOR WOOD FRAME UTILITY SHEDS THE MINIMUM DEPTH OF THE FOOTING SHALL BE 10" FOR
TYPE II FOOTING AND 14" FOR TYPE: III FOOTING
3, MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6x6-10x10
WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF WIRE MESH.
4, IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR
FOOTING SECTION REQUIRED BY LOCAL CODE LOCAL CODE GOVERNS.
SLAB-FOOTING DETAILS
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767~556
SEAL
PAGE
2-18
@ COPYRTGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE
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or-
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m
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en
:2
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w
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):'--
):'--
NO
FORB
"A" FOR TABL
THE LARGER OF:
A1::W
A2:: W/2+0,H,
.--.,
DOUBLE CARPORT
BEAM IF REQUIRED
FOR KNEE BRACING
. SLOPE
1/2 I
1/2 r
12
KNEE BRACE
- 'W' FOR BEAM SIZE - -- 'W' FOR BEAM SIZE _
· MINIMUM SLOPE SHALL BE
1/2" PER 12" EXCEPT FOR
0,026" PANS FOR WHICH
THE SLOPE SHALL BE 3/4"
PER 12" FOR SPANS
EXCEEDING 12'-0" OR
MANUFACTURERS
RECOMMENDED SLOPE
END VIEW DOUBLE CARPORT (GABLED)
SECTION 2
t MO~O';LOPED1
'I' ROOF ~I
II' OVERHANG 'I'
1/ VARIES II
1- A2 HI_~_ A2
II' ~-
III v/
'I' I
1/ I
III
II'
,II
SHADING DENOTES
MAXIMUM ROOF AREA
FOR COLUMNS AND
FOOTING
SINGLE CARPORT
· SLOPE
12
'W FOR BEAM SIZE
SEE TABLE 2,1,1 AND
OR TABLE 2,1,2 AFTER
COMPUTING 'A'
LARGEST VALUE
POST SIZE AND SPACING
PER TABLE 2,1,1 AND 1 OR
TABLE 2,2,2
NOTE:
KNEE BRACES ARE
REQUIRED IF POSTS ARE
NOT SET IN CONCRETE
FOOTING
END VIEW SINGLE CARPORT
Lawrence E. Bennett, P.E.
CIVIL ENGINEER, DEVELOPMENT CONSUL TANT
POBOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 7674774
FAX (904) 767-6556
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRlnl N PI RMISSION OF LAWRENCE E BENNETT P [
SEAL
PAGE
2-9
SECTION 2
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
SEAL
PAGE
2-4
SEE CONNECTION
DETAILS
(SECTION 7)
PAN OR COMPOSITE
PANEL
(SEE TABLES SECTION 7)
UJ
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:)
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u
:)
a::
~
C/)
~
C/)
o
J:
(!)
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~
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X
UJ
r
2 x 4 LUMBER #2 S.P.F,
(MIN,) OR
2" x 2" ALUMINUM MAY BE
SUBSTITUTED WITHOUT
HURRICANE CLIPS
FOURTH WALL FRAMING
WHERE REQUIRED
UTILITY SHED WALL SECTION
Lawrence E. Bennett, P.E.
CiVIL ENGINEER. DEVELOPMENT CONSUL TANT
PO BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
HURRICANE CLIPS FOR
WOOD (SEE PAGE 2-5)
2 X 4 TOP PLATE @ ROOF
(DOUBLE TOP PLATE IF
LENGTH OVER 16'
TOP PLATE P.T, OR WI
VAPOR BARRIER @
ALUMINUM ROOF
SHEATHING: 7/16" O,S.B.
OR 1/2" PLYWOOD WI
STUDS 24" O. C. OR
ST
2 x EATED
PLATE W/3/S" x 4-1/2"
CONCRETE ANCHORS @
4'-0" O. C. (SEE SLAB
DETAILS)
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOlE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
SECTION 2
-- -------~---_.._--_._--_.~----------
POST SIZE
(SEE TABLE 2.2.1 AND I OR
TABLE 2,2.2)
BEAM SPAN -~~-j..
USE W/2 FOR BEAM SIZE
(SEE TABLE 2,1,1 AND lOR TABLE 2.1,2
AFTER COMPUTING "A" LARGEST VALUE)
SIDE VIEW SINGLE OR DOUBLE BAY CARPORT
SPLICE TO BE LOCATED
1/4 TO 1/3 BEAM SPAN AND
STAGGERED EACH SIDE
OF SELF MATING BEAM
DENOTES SCREW
PATTERN NOT NUMBER OF
SCREWS
PLATE TO BE SAME
THICKNESS AS BEAM WEB
BEAM SPLICE S~ALL BE
MINIMUM d - ,50.
I ~ ~ + ~ + + +
PLATE CAN BE INSIDE OR
OUTSIDE BEAM OR LAP
CUT
FASTENER SIZE, NUMBER
AND SPACING
1" MAX. (SEE TABLE 1.6)
SELECT FASTENERS
FROM TABLE 1,6
d = HEIGHT OF BEAM
l' d-,50" -~ d-.50"--f
HEIGHT 2 x (d - .50")
LENGTH
TYPICAL BEAM SPLICE DETAIL
Lawrence E. Bennett, P.E.
CIVIL ENGINEER. DEVELOPMENT CONSUL TANT
P.O. BOX 4366. SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-<5556
SEAL
PAGE
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
2-11
SECTION 2
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
CONNECTORS
(PER TABLE 2,3)
r- PAN ROOF PANEL
Ol
SEE TABLES FOR BEAM SIZE
rQ)
Ol
CENTER OF 1
BRACE
CONNECTION
START OR END
OF BEAM SPAN
KNEE BRACE NOT
REQUIRED FOR
ATTACHED
STRUCTURES AND
ROOF PROJECTION
FROM HOST LESS
THAN 20'
KNEE BRACE
REQUIRED IF POST
NOT SET IN
CONCRETE FOOTING
2" x 3" x 0.050"
MINIMUM KNEE BRACE
(SEE TABLE 2,3)
COLUMN
---f--
INTERNAL ANGLE OR
U-CLlP
CONNECT KNEE
BRACE TO COLUMN
AND BEAM WITH 0,050"
'U' CHANNEL, 'H'
CHANNEL, OR GUSSET
PLATE, FASTEN WITH
S,M.S, AT EACH
CONNECTION POINT
PER TABLE 2.3
KNEE BRACE TO POST DETAIL - BEAM PERPENDICULAR TO ROOF
Lawrence E. Bennett, P.E.
CIVIL ENGINEER. DEVELOPMENT CONSUL T ANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767....774
FAX (904) 767.0556
SEAL
"-
PAGE
@ COPYRIGHT 2000
2-12 NOT TO SE REPRODUCEO IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E
SECTION 2
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
...
(/)
W
0::
<{
>
ROOF PANEL SEE SECTION 7
-- - - -,-.---'-'- -
---------~
FOR NUMBER OF BOLTS
AND SIZE OF POST (SEE
TABLE 2,3)
. f -.- ..
+- -- ~
:t"-c- c "'..,----
+
ANCHOR (SEE DETAIL FOR
PAN OR COMPOSITE
PANEL)
BEAM AND POST SIZES
(SEE TABLE 21,1,
TABLE 2,12 AND I OR
TABLE 2.2.1, TABLE 222)
~
\
~
SIDE NOTCH POST TO BEAM CONNECTION
I .
I
COLUMN NOTCHED TO
SUIT
\,
j
J_
n -r
~
@
~~
---..
ANCHOR PER DETAIL
FOR PAN OR
COMPOSITE PANEL
FOR NUMBER OF
BOL TS AND SIZE OF
POST (SEE TABLE 2,3)
BEAM AND POST
SIZES (SEE TABLE
2,1,1, TABLE 2,1,2
AND / OR TABLE 2,2,1.
TABLE 2,2,2)
COLUMN NOTCHED TO
SUIT
-- ;::=-
@
@ ;t
I
,
I"
--~
1 3/4" x 1 3/4" x 0.063"
RECEIVING CHANNEL
THRU BOLTED TO POST WI
THRU BOLTS FOR SIDE
BEAM (SEE TABLE 2,3 FOR
NUMBER OF BOLTS)
,
CENTER NOTCH POST TO BEAM CONNECTION
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
POBOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-1774
FAX (904) 767-6556
SEAL
PAGE
'-
2-14
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT I'.E.
SECTION 2
ALUMINUM/STEEL
COLUMN
SEE SECTION 9 FOR
ANCHORS
CONCRETE SLAB OR
FOOTING
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
'U' CHANNEL (SEE
SECTION 9 FOR
CONNECTIONS)
CONCRETE ANCHORS
(SEE SECTION 9)
POST TO CONCRETE CONNECTION
INTERNAL OR EXTERNAL RECEIVING CHANNEL
ALUMINUM/STEEL
COLUMN
CONCRETE ANCHORS
(SEE SECTION 9)
CONCRETE SLAB OR
FOOTING
ALUMINUM / STEEL
COLUMN
CORROSION RESISTIVE
STEEL THRU BOLT PER
SCHEDULE
SEE SECTION 9 FOR
CONCRETE ANCHORS
CONCRETE SLAB OR
FOOTING
SEE SECTION 9 FOR
ANCHORS
2" x 2" WITH WALL
THICKNESS EQUAL TO OR
GREATER THAN COLUMN
WALL
~
"'--
f
INTERNAL EXTRUDED
ALUMINUM BASE OR
BREAK FORMED U-ClIP
WITH WALL EQUAL TO OR
GREATER THAN POST
WALL
-"'- =-jIt
<:1
NOTE:
ATTACHMENT DETAILS
SHOWN REQUIRE
DIAGONAL BRACING FOR
FREE-STANDING COVERS
POST TO CONCRETE CONNECTION
TUBE COLUMN BASE SCHEMATIC INTERNAL BASE
Lawrence E. Bennett, P.E.
CIVIL ENGINEER. DEVELOPMENT CONSUL T ANT
P.O. BOX 4368, SOUTH OAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
PAGE
--
@ COPYRIGHT 2000
2-16 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNFTT, P r
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
SECTION 2
Table 2.1.2
Allowable Roof Beam Spans for Carports, Patio Covers,
Screen Rooms, and other Open Buildings with Solid Roofs
Aluminum Alloy 6063 T ~
Wind Zone = 102 MPH I 110MPH 120 MPH I 125 MPH I 140 MPH
Applied Load = 17# I Sq. Ft.1 20# I Sq, Ft. 23# I Sq. Ft. I 26# I Sq. Ft.1 32# I Sq. Ft.
Load Width 2" x 6" x 0,050" x 0,120" Self Mating Beam
6' 15'.1" 13'.11" 12'.11" 12'.2" 10'.11"
8' 13'.1" 12',1" 11 '.3" 10'.7" 9'.6"
9' 12'-4" 11'.4" 10'-7" 9'.11" 8'-11"
10' 11'-8" 10'-9" 10'-1" 9'-5" 8'-6"
11' 11'.2" 10'-3" 9'-7" 9'-0" 8'-1'
12' 10'.8" 9'.10" 9'.2" 8'.8" 7'.9"
13' 10'-3" 9'.5" 8'-10" 8'-3' 7'-6'
14' 9'.11" 9'.1" 8'-6" 7'.11 " 7'.2"
Load Width 2" x 7" x 0.055" x 0.120" Self Mating Beam
6' 16'.11" 15'-8" 14 '-7" 13'-8" 12'-4"
8' 14'.8" 13'.6" 12'.7" 11'-10" 10'-8"
9' 13'.10" 12',9" 11',11" 11'-2" 10'-1"
10' 13'-2" 12'-1" 11'.3" 10'-7" 9'.7"
11' 12',fi" 11'7" 10'.9" 10'-1" 9'.2"
12' 11'.11" 11'.1" 10'-4" 9'-8" 8'.9"
13' 11'.6" 1 0'.7" 9'.11" 9'-4" 8'.5"
14' 11'.1" 10',3" 9'.6" 8'-11" 8'.1"
Load Width 2" x 8" x 0.072" x 0.224" Self Mating Beam
6' 22'.0" 20'-4" 18'.11" 17'.10" 16'.1"
8' 19'.1" 17'-7" 16'.5" 15'-5" 13'.11"
9' 17',11 " 16',7" 15'.5" 14'6" 13' 1"
10' 17'-1 " 15'.9" 14'-8" 13'.9" 12'-5"
11' 16'-3" 14'.11" 13'.11" 13'.2" 11'.10"
12' 15'.7" 14'.4" 13'.5" 12'-7" 11'-4"
13' 14'.11" 13'-9" 12'-10" 12'-1" 10'.11"
14' 14'-5" 13'-3" 12'-5" 11'.8" 10'-6"
Load Width 2" x 9" x 0,072" x 0,224" Self Mating Beam
~ 22'-6" 20'-11" 19'.9' 17'.9"
19'.6" 18'-2" 17'.1" 15'-5"
9' 19'.11" 18'-4" 17'-2" 16'.1" 14'-6"
10' 18'.11" 17'-5" 16'.3" 15',3" 13'.9"
11' 18'.0" 16'-7" 15'-6" 14'-7" 13'-2'
12' 17'.3" 15'-11" 14'-10" 13'.11" 12'-7"
13' 16'.7" 15'.3" 14'-3" 13'.5" 12'.1"
14' 15'-11" 14'.9" 13'-9" 12'-11" 11 '-8"
Load Width 2" x 9" x 0,082" x 0,306" Self Mating Beam
6' 26'.4" 24'-4" 22'.8" 21'-4" 19'.2"
8' 22'.10" 21'.0" 19'.7" 18'-5" 16'-8"
9' 21'.6" 19'-10" 18'.6" 17'.5" 15'.8"
10' 20'-5" 18'.10" 17'-7" 16'.6" 14'-11"
11' 19'-6" 17'-11 " 16'-9" 15'-9" 14'-2"
12' 18'.8" 17'-2" 16'.0" 15'-1" 13'-7"
13' 17'-11 " 16'-6" 15'-5" 14'-6" 13'-1'
14' 17'-3" 15'-11" 14'.10" 13'-11" 12'-7"
Notes:
Above spans do not include length of knee brace, Add horizontal length of knee brace to above spans for
total beam spans.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER. DEVELOPMENT CONSUL TANT
PO BOX 4366, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTFN f'FR"-'ISSION OF LAWRENCE E BENNETT. P E
PAGE
2-21
SECTION 2 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
Table 2.2.2 Allowable Attributable Roof Area per Post for Carports,
Patio Covers, and other Open Buildings. ALUMINUM POSTS
Aluminum Post
Wind Load = 102 MPH I 110MPH 120 MPH I 125 MPH 140 MPH
Applied Load = 17 #/SQ. Ft. 20 #/SQ. Ft. 23 #/SQ. Ft. 26 #/SQ. Ft. 32 #/SQ, Ft.
Maximum Allowable Roof Area in Square Feet for Various Loads on Post
HeiQht Load in Lbs 3" x 3" x 0090" Hollow Exlrusion ' Aluminum Allo' 6063 T-6
11',10" 5,184 3U5 2~9 225 199 162
13'-10" 3,888 229 El4 169 150 122
15'-10' 3,024 178 151 131 116 95
17'-10' 2268 131 113 99 87 71
Heiaht Loa, Lbs 3" x 3" x 0.125" Hollow Extrusion - Aluminum Allo\ 6063 T-6
346 301 266 216
16 -1 5, 4 305 259 225 199 162
18'-4' 4,032 237 202 175 155 126
20'-7" 3.024 178 151 131 116 95
Heiaht Load in Lbs 4" x 4" x 0,125" Hollow Extrusion - Aluminum Allo\ 6063 T-6
15'-9" 9,312 ~8 466 405 35/J 291
18'-5" 6,984 411 349 304 269 218
21'-0" 5.432 320 272 236 209 170
23'-8" 4074 240 204 177 157 127
Steel Post
Wind Load = 102 MPH 110MPH I 120MPH 125MPH I 140 MPH
Applied Load = 17 #/SQ. Ft. 20 #/SQ, Fl. 23 #/SQ Fl. 26 #/SQ. Ft. 32 #/SQ, Ft.
MaXimum Allowable Roof Area in Square Feet for Various Loads on Post
Heiaht Load in Lbs 3" x 3" x 14 Gauge Post 46 kSI Steel
19'-10" 10.050 591 503 4 J 7 387 314
21'-9' 7,430 437 3ll JlJ 286 232
23'-9' 5,638 332 282 2-15 217 176
25'-9" 4.371 257 219 '')0 16/J 137
Height Load in Lbs 3" x 3" x 11 Gauge Post. 46 kS.1 Steel
19'-8" 15,870 934 794 t;90 610 496
21'-7" 11,730 690 587 510 451 367
23',6" 8.970 528 44~J 3~JU 345 280
25'-6' 6.900 406 34~) 100 265 216
Heiaht Load in Lbs 4" x 4" x 14 GauQe Posl .46 kS.i. Steel
26'-8" 12,650 744 633 550 487 395
29',3' 9.350 ~)50 461J 407 360 292
32'-0' 7,150 471 358 311 275 223
34'-8' 5,500 3;'>-1 :!7r:) 239 212 172
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767.0556
SEAL
PAGE
@ COPYRIGHT 2000
2-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
'---
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS, SECTION 2
Table 2.3 Schedule of Post to Beam Size and Number of Thru-Bolts Required
Aluminum Alloy 6063 T -6
Beam Minimum # Thru-Bolt @ L=D+'/.' Minimum Min. tI Knee
Size Post Size 114" " 3/8" " Knee Brace" Brace Screws
2" x 3" x 0.050" Hollow Tilt 3'x 3"x 0.060" Scalloped 2 - 2" x 3" x 0,050" (3)#8
2" x 4" x 0.050" Hollow 3"x 3"x 0.060" Scalloped 2 - 2" x 3" x 0.050" (3)#8
2" x 4" x 0.038" x 0.100" Self Mating Beam 3"x 3"x 0.060" Scalloped 2 2" x 3" x 0,050" (3)#8
2" x 5" x 0.050" x 0.100 Self Mating Beam 3"x 3"x 0.060" Scalloped 2 - 2" x 3" x 0,050" (3)#8
2" x 6" x 0.050" x 0.120" Self Mating Beam 3"x 3"x 0.060" Scalloped 2 - 2" x 3" x 0,050" (3) #10
2" x 7" x 0.055" x 0.120" Self Mating Beam 3" x 3" x 0.093" 3 2 2" x 4" x 0,050" (3) #10
2" x 8" x 0.072" x 0224" Self Mating Beam 3" x 3" x 0.093" 3 2 2" x 4" x 0.050" (3) #12
2" x 9" x o~self Mating Beam 3" x 3" x 0.125" 2" x 4" x 0,050" (3) #14
4 3 2" x 4" x 0.050" (3)#14
The minimum number of thru bolts Is (2)
" Minimum post/beam may be used as minimum knee brace
Table 2.4 Footings.. Maximum Roof Area for Carport Posts
Wind Zone = 102 MPH 110 MPH 120 MPH 125 MPH I 140 MPH
Applied Load = 17 #/Ft.' 20 #/Ft.' 23 #/Ft.' 26 #/Ft! 32 #/Ft~
Existing Slab on Grade with unknown 20 17 15 13 10
reinforcement
Isolated Footing Rating # Uplift
Dimensions" Maximum Attributable Roof Area in Square Feet
l' ,0" x 1'-0" x 1'-0" 520 30 26 22 20 16
1'-4" x 1'-4" x 1'-4" 1000 59 50 43 38 31
1'-6" x 1'-6" x 1'-6" 1320 77 66 57 51 41
1 '-8" x 1 '-8" x 2'-0" 2040 120 102 89 78 64
1'-8" x 1'-8" x 2'-6" 2540 150 127 111 98 80
2'-0" x 2'-0" x 2'-0" 2640 155 132 115 102 83
2'-0" x 2'-0" x 2'-6" 3300 194 165 143 127 103
2'-6" x 2'-6" x 2'-6" 4000 270 230 200 177 144
2'-6" x 2'-6" x 3'-0" 4800 324 276 240 212 172
"Notes:
Isolated Footmg IS a poured concrete rectangular solid (Length x Width x Depth),
Slab on grade must be new or In good condition
Pre-Cast Block Footing
Pre-cast footing block ( 16" x 16" x 4") at 24" below grade with 80 # bag pre-mix concrete and backfilled to grade.
Dimensions UDlift Rating # Maximum Attributable Roof Area in Square Feet
(1) 80# Bao 1,734 102 87 76 67 54
(1) 80# Bao 1,819 107 91 79 70 57
(1) 80# Baa 1,904 112 95 83 73 60
Note: Maximum uplift on post is determined by multipying maximum attributable roof area x applied load.
Example: Post tributary roof area = 77'
Applied load for 110 MPH wind zone = 20#/Sq. Ft.
Uplift on post = 77 x 20 = 1,540#
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
PO BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
PAGE
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E. 2-25
SOLID ROOF PANEL PRODUCTS
[f
J
12"
SECTION 7
f
1
12" WIDE x VARIOUS HEIGHT RISER [INDUSTRY STANDARD] ROOF PANEL
[f
J
12"
f
1
J
1
12,00"
USTRY STANDARD CLEATED ROOF PANEL
~ I ~ _i-
1
SELECT PANEL DEPTH
FROM TABLES
48"
COMPOSITE ROOF PANEL [INDUSTRY STANDARDl
]
1
E.P.S. CORE
SIDE PANEL
CONNECTIONS VARY
(DO NOT AFFECT PANEL
SPANS)
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 7674774
FAX (904) 767-6556
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P E
SEAL
PAGE
7-1
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SECTION 7
SOLID ROOF PANEL PRODUCTS
NOTES 1. INSTALL RI AM INSULATION INTO ALUMINUM ROOF P
2. COVER INSUL ITH 0019" PROTECTOR PANEL ERLAPPING SEAMS.
3. INSULATION PANEL D WI END CAP TO SECURE
PLACEMENT AND TO DISC OF WILDLIFE AND OR INSECTS,
4. PROTECTOR PANEL WILL BE SECURED BY #8 x 5/8" CORROSION RESISTIVE WASHER
HEADED SCREWS.
5, SCREW PATIERN WILL BE 12" ON ALL PERIMETERS AND 24" O,C, FIELD ON EACH
PANEL.
6, ALUMINUM END CAP WILL BE ATTACHED WITH (3) #8 x 1/2" CORROSION RESISTIVE
WASHER HEADED SCREWS.
j -W. ............................
L -
.....:<.......\11
u u_u J
RROSION
ASHER HEADED
"O.C,
8 x 1/2" S. M, S.
HER.
0,019" ALUMINUM COVER PAN
OR CONTINUOUS ALUMINUM
SHEET
W
TYPICAL INSULATED PANEL
SEAL
Lawrence E. Bennett, P.E.
CIVIL ENGINEER, DEVELOPMENT CONSUL TANT
POBOX 4368. SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767....774
FAX (904) 767-6556
PAGE
7-10
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, PE
, .
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