HomeMy WebLinkAbout02-1211
BUILDING PERMIT
CITY OF ZEPHYRHILLS Permit N2
1211
Jqd- .So
BUILDING
35' g-O
ELECTRICAL
(813) 780-0020
'-17,50
PLUMBING MECHANICAL
Date
S-7- ~;J~
Sewer Conn
Water Conn:
Property Owner:
Job Address:
Parcel 1.0, /I
Zoning:
oescriDtion of Work
,Lo'r-I '70
Water Meter:
T,I.F.'s:
mlfj;;p::r
Radon Gas:
lo,5f,P
NO OCCUPANCY BEFORE C,O.
FINAL
C.O.
_ ~- tJR
DATE
Complete Plans, Specifications and Fee Must Accompany Application,
All work shall be performed in accordance with City Codes and Ordinanceso
DATE
City license Registration #
State Certified license#
d517
Permit Fee
~ignature
Company
Address
~'elePhone#
Valuation or
Contract Price
LJ5 ()DO . /X)
,
IJ 10 2- /I Iv n-.i1 .
~ Dee. r?J.4 /Yi/~P/~
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ELECTRICAL PLUMBING tI' .2 /. ;;2..
Tp. Serv. ....A -If' -p::< RL. if SLB 1/5"-- / t ,-CJ .:2 1IJ(j Breakers
Rough In Tub Set ,4 -/ f/ -C7 :l et y Ducts Insl.
Meter Can Water Compresso
Const, Pole Sewer . Final
Pool Final .v' &- -:>1-0;} R{(.(
1-170
Pre-Meter
Final ~/ 3--& -tJ '2.
BUILDING
Ftr 0/5- ! (,p - 0). 72'- '-f
Prl~l."B'tI' 5-<:;~t-t (I ' 0 i Q(tj
lintel
FRM. J/ 6 -/Y~({1 ~ ,PCt/
Insul. CL
WL
ao Wrong Address
bo Condemned work resulting from faulty construction.
c. Repairs or corrections not made when inspection called.
do Work not ready for inspection when called,
e. Permit not posted on job site.
f 0 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
sameo
'.
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OWNER'S NAME
CITY OF ZEPHYRHILLS PERMIT APPLICATIOJ_ ~~ .3 -5 ~(J':"<- K--rt
BUILDING DEPARTMENT 5335 8~ STRBBT ZBPHYRRILLS, PL 33540
Phonez813-780-0020 Pax:813-780-0021 ,'7- 1~'-LJ~
DATE RECBIVBD r:/-- ~
PLANS RBVIEW FBE _____
----
PHONE CONTACT
1./ LJ ~
~ e/""Clld' /C5/'7/~
JOB SITE ADDRESS
LEGAL DESCRIPTION: LOT(S)
BLOCK
SUBDIVISION
PARCEL ID #
WORK PROPSED: ~ CONSTRUCTION
(OBTAIN FROM PROPERTY TAX NOTICE)
o ADDITION
o ALTERATION
o REPAIR
o INSTALL
OSIGN
o MOVE
o DEMOLISH
PROPOSED USE: OSGL FAMILY DWELLING
OMULTI-FAMILY
0# OF UNITS
o MOBILE HOME
o OTHER
o COMMERCIAL
o INDUSTRIAL
o SWIMMING POOL
D RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK YJIo-!z,/ Nr (
BUILDING SIZE )2- 2, 3 +-7'1 ) Y SQUARE FOOTAGE /DSl.o)
I )
/? I /
HEIGHT _ 1 ::t:
-
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~~~~
PERMITS REQUESTED / ~
o BUILDING
$
3 ^//(Jba, P<J
VALUATION OF TOTAL CONSTRUCTION
o ELECTRICAL
AMP SERVICE
o FLORIDA POWER
o W.R,E.C.
o PLUMBING
o MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
15';)3
115~
o GAS
o ROOFING
o SPECIALTY
o OTHER
TYPE OF CONSTRUCTION: 0 BLOCK
o FRAME
o STEEL
o OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT
YES 0 NO
BUILDER
COMPANY
STATE CERT OR REGIST
CITY PROCESSING #
SIGNATU
******************************************************************
~
COMPANY ;4/&".fc 11 ~ L-
STATE CERT OR REGIST #
CITY PROCESSING #
ELBCTRICIAN
SIGNATURE
PLUHBER
* ****************************************************************
COMPANY gut( jJ / tI P? (;~ Co
~, . ~ //~"~ STATE CERT OR REGIST #
~~ CITY PROCESSING # ,2.. t { 2-
SIGNATURE
MECHANICAL
******************************************************************
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
OTHER
SIGNATURE
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
*****************************************************************
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this pennit: may be subject to "deed restrictions" which
may be more restrictive than City regulat:ions. The undersigned assumes responsibility for
compliance with any applicable deed restl=ictions.
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 requiring 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 TEND TO OBTAIN FINAN G, ONSULT
WITH YO LENDER OR AN ATTORNEY B RE RECORDING YOUR ICE OF COMMENCEMENT. JOBS NDER
$2,50 I VALUE DO NOT NEED TO RO AND POST A "NO OF ~EMENT"'
OR AGEN CONTRACTOR
acknowledged
19_
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _____day of
by
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _____ day of
by
acknowledged
19
(name of person ackno~ledged)
Dwho is personally known to me, or
(name of person acknowledged)
[1ho is personally known to me, or
of identification)
take an oath.
o who has produced
(type of identification)
and who Ddid [}lid not take an oath
o who has produced
(type
and whoD did Ddid not
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
/Yd .1/'./.(44" t.:L'"J-d""J.4"'--
PC' ,,#:~.,,( I ,;;;.:1. '1 "'" !' "', 3
t ;;'$ /1'( td'rr,,;1, /I1P ,,;)/1 0', ~'
e/llilj,tJ/Ve ~~/~l;3~?9r.'70Y'!
~ropo5al
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I L- I ,-' /
A to Z Aluminum
(813) 715-7523
Zephyrhills, FL
Page #
of
pages
"::--i ,: i /;
.) 1 / f
Job Name
Job #
Job Location
I.. t' TI ?tJ
Date
Date of Plans
We hereby submit specifications and estimates for:
,~/?/i
rill
tz.I?;; "J? Z!(:t1~:'
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We propose hereby to furnish material and labor - complete in accordance with the above specifications for the sum of:
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.
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Re:~~~ti~~~ _l/h:~,t(, / p~~;:~~/4-~ '
{/ .
Note - this proposal may be withdrawn by us if not accepted within
Dollars
$
with payments 10 be made as follows:
days,
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:
__...-}/,,/.r
./--_/
/://
S\gf'lature,' .-:
~tttptanct of ~roposal
Date of Acceptance
Ill? NC3819 MADE IN USA
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SOLID ROOF PANEL PRODUCTS
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Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P,O, BOX 4368, SOUTH OAYTONA, Fl 32121
TELEPHONE (904) 767-4774
FAX (904) 767~
@ COPYR'GHT 2000
NOT TO BE REPRODucEo IN WHOlE OR IN PART WTniOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P,E,
r.
'.
SECTION 7
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SEAL
PAGE
7-15
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-6
Wind Zone = 102 MPH I 110 MPH 120 MPH I 125 MPH 140 MPH
Applied Load = 17# , Sq. Ft. I 20# , Sq. Ft. 23# , Sq. Ft. I 26# , Sq. Ft. 32# , 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"
g' 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" g'.O" 8'.1"
12' 10'.8" 9'.10" 9'.2" 8'.8" 7'.g"
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 '.1 0" 10'.8"
g' 13'-10" 12'-9" 11'.11" 11'.2" 10'.1"
10' 13'.2" 12'.1" 11'.3" 10'.7" 9'.7"
11 ' 12'-6" 11 '-7" 10'-9" 10'-1" 9'.2"
12' 11 '.11" 11 '.1" 10'-4" 9'-8" 8'-9"
13' 11'.6" 10'.7" 9'-11" g'-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"
g' 17'-11 " 16'-7" 15'-5" 14'-6" 13'-1"
10' 17'.1 " 1S'-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 g" x 0.072" x 0.224" Self Mating Beam
6' 24'-5" 22'.6" 20'.11" 19'.9" 17'-9"
8' 21'-2" 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 g" x 0.082" x 0.306" Self Mating Beam
6' 26'-4 " 24'-4" 22'-8" 21 '-4" 19'-2"
S' 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 4368, SOUTH DAYTONA. FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767~556
SEAL
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
PAGE
2-21
SCREEN, VINYL & GLASS ROOMS SECTION 3
Table 3.2.2 Allowable Upright Heights Screen, Vinyl and Glass Rooms
Aluminum Alloy 6063 T-6
3" x 2" x 0.045" Hollow Extrusion
Wind Zone
Load 102 M.P.H. I 110 M.P.H. I 120 M.P.H. I 130 M.P.H. I 140 M.PH. 150 M.P.H.
Width Applied Load
8 # /SQ. Ft. 9 # , SQ. Ft. 10 #/Sq. Ft. 12 # /SQ. Ft. 15 # , Sq. Ft. 16 # , Sq. Ft.
36" 12'-6" 11'-8" 10'-8" 9'.10" 8'-11" 8'-6"
42" 11'.7" 10'-9" 9'-11" 9'-1" 8'-4" 7'-11 "
48" 10'.10" 10'-1" 9'-3" 8'-6" 7'.g" 7'.5"
54" 10'.3" 9'.6" 8'-9" 8'-0" 7'-4" 6'.11"
60" 9'-8" g'.O" 8'-3" 7'-7" 6'-11" 6'.7"
66" 9'-3" 8'-7" 7'-11 " 7'.3" 6'-8" 6'-4"
72" 8'-10" 8'.3" 7'. 7" 6'.11 " 6'-4" 6'-0"
78" 8'.6" 7'-11" 7'-3" 6'-8" 6'.1" 5'.9"
84" 8'.2" 7' - 7" 7'-0" 6'.5" 5'-10" 5'.7"
90" 7'-11" 7'-4" 6'.9" 6'.2" 5'.8" 5-5"
2" x 3" x 0.045" Hollow Extrusion
Wind Zone
Load 102 M.P.H. 110 MP.H I 120 M.P.H. 130 M.P.H. 140 M.PH.I 150 M.PH.
Width Applied Load
8 # , Sq. Ft. 9 # , Sq. Ft. 10 # , Sq. Ft. 12 # , Sq. Fl. 15 # , Sq. Ft. 16 # , Sq. Ft.
36" 14'-3" 13'-3" 12'-2" 11'-2" 10'-3" g'.g"
42" 13'-3" 12'.3" 11'-4" 10'.4" 9'.6" 9'-0"
48" 12'-4" 11'.6" 10'.7" 9'-8" 8'.10" 8'.5"
54" 11'-8" 10'.10" 9'-11" 9'.2" 8'-4" 7'-11"
60" 11'.1" 10'.3" 9'.5" 8'-8" 7'-11 " 7'6"
66" 1 0'.7" 9'.10" 9'.0" 8'.3" 7'.7" 7'.2"
72" 10'-1" 9'-5" 8'-8" 7'-11 " 7'-3" 6'.10"
78" 9'.8" 9'-0" 8'-4" 7'. 7" 6'.11 " 6'-7"
84" 9'-4" 8'.8" 7'-11 " 7'-4" 6'.8" 6'-4"
90" 9'.0" 8'.5" 7'.g" 7'-1 " 6'.6" 6'-2"
2" x 4" x 0.050" Hollow Extrusion
Wind Zone
Load 102 M.PH.l 110 M.PH.I 120 M.P.H.' 130 M.P.H. 140MPH 150 M.PH.
Width Applied Load
8 # , Sq. Ft. 9 # , Sq. Ft. 10 # /Sq. Ft. 12 # , Sq. Ft. 15 # /Sq. Ft. 16 # , Sq. Ft.
36" 19'.7" 18'.2" 16'.9" 15'-4" 14'.0" 13'.4"
42" 18'.1" 16'.10" 15'.6" 14'-2" 12'.11" 12'.4"
48" 16'.11" 15'.9" 14'-6" 13'.3" 12'-2" 11'.6"
54" 15'-11 " 14'-10" 13'-8" 12'.6" 11'.5" 10'-10"
60" 15'-2" 14'-1" 12'.11" 11'-10" 10'-10" 10'.4"
66" 14'.5" 13'.5" 12'-4" 11'.4 " 10'-4" 9' 10"
72" 13'-10" 12'-10" 11'-10" 10'-10" 9'-11" 9'5"
78" 13'.3" 12'-4" 11 '-4" 10'.5" 9'.6" 9'-1"
84" 12'.10" 11'-11" 10'.11" 10'.0" 9'.2" 8'-9"
-- 90" 12'-4" 11'-6" 10'.7" 9'.8" 8'-10" 8'-5"
Notes:
Glass Rooms' The addition of aluminum frame windows With glass panes that are deSigned
to 110 M.P.H. Wind load requirements to thc above Uprlgtlt sizes Increases the slrcngttl sc
that additional framing IS flOt reqUired
Using screen panel Width "W (See typical glass room draWing j, select uprrght requrreej
from the maximum height allowed for each extrusion.
Screen Splines on 3" side extrusion tumed with 3" Side parallel to sole plate
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
POBOX 4368, SOUTH DAYTONA. FI 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
PAGE
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE: OR IN PAR I WII HOU I THE WRITTEN PERMISSION Of lAWRIcNCE "_ BENNe 1"1 PI 3-21
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
DOUBLE CARPORT WITH CENTER POST - PLAN VIEW
ROOF CONNECTION DETAILS
(SEE SECTION 7)
MID-SPAN BEAM SIMPLE SPAN
(SEE TABLE 2.1.1 AND I OR
TABLE 2.1.2)
POST TO BEAM (SEE
TABLE 2.3)
POST SIZE AND SPACING
(SEE TABLE 2.2,1 AND I OR
TABLE 2.2.2)
ROOF PANELS
(SEE TABLES SECTION 7)
SEE FOOTING DETAILS
PAGE 2-15
IBJ
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SECTION 2
ANCHOR WITH HEADER
CHANNEL
WOOD FRAME SHED W/2 x 4
PRESSURE TREATED PINE
PLA TE ANCHORED TO
CONCRETE WI 1/4" CONCRETE
FASTENERS @ 4'-0" O. C,
MID-SPAN BEAM (SELECT 'L'
FROM TABLE 2.1 1 AND I OR
TABLE 2.1,2)
FRONT WALL BEAM (SELECT
'L' FROM TABLE 2.3)
SHADING TYPE II
DENOTES INTERIOR POST
MAX, ROOF AREA (SEE TABLE
2.1 1 AND I OR TABLE 2.12)
SHADING TYPE I
DENOTES EXTERIOR POST
ROOF AREA (SEE TABLE 221
AND/OR TABLE 2,2.2)
M!N. 3" x 3" x 0.060"
THRU-BOL TED TO HEADER
POST ANCHOR TO CONCRETE
(SEE DETAIL REQUIRED POST)
(TYPICAL)
DOUBLE CARPORT WITH CENTER POST - ELEVATION VIEW
.....J
1- - -
----------- --------.----
,,-
A2
A1 A3
W = PROJECTION FROM
HOST STRUCTURE
_,/ A 1 = W/2
A2 = W/4
A3 = W/4 + OH
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
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT P E
FOURTH WALL
FRAME
(IF REQUIRED)
II ~
.:.t
:,,----
.'
PROJECTION VARIES
PAGE
2-1
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 , 110 MPH 120 MPH I 125 MPH 1 140 MPH
Applied Load · 17 tIISa. Ft.' 20 tIISa. Ft.1 23 tIISq. Ft.1 28 tIISa. Ft I' 32 tIISa. Ft
Maximum Allowable Roof Area In Sauare Feet for Various Loads on Post
Helaht Load In Lbs 3- x 3- x 0,090- Hollow extrusion - Aluminum AII01 8083 T-8
11'-10. 5184 305 259 225 199 162
13'-10" 3888 229 194 169 150 122
15'-10" 3024 178 151 131 116 95
17'-10. 2268 133 113 99 87 71
Height Load In Lbs 3" x 3" x 0.125- Hollow Extrusion. Aluminum AIIDl 6063 T-8
13'"9. 6,912 407 346 301 266 216
16'-1. 5184 305 259 225 199 162
18'-4" 4,032 237 202 175 155 126
20'-7" 3024 178 151 131 116 95
Height Load In Lbs 4- x 4- x 0.125- Hollow Extrusion - Aluminum Allo, 6063 T-8
15'-9. 9,312 548 466 405 358 291
18'-5. 6984 411 349 304 269 218
21 '-0" 5432 320 272 236 209 170
23'-8" 4074 240 204 177 157 127
Steel Post
Wind Load = 102 MPH , 110 MPH 120 MPH , 125 MPH , 140 MPH
Applied Load = 17 tIISa. Ft.' 20 tIISa. Ft 1 23 tIISq. Ft 1 26 #lSa. Ft I 32 tIISq. Ft
Maximum Allowable Roof Area In Sauare Feet for Various Loads on Post
Helaht Load In Lbs 3- x 3" x 14 Gauae Post - 46 k.s.l. Steel
19'-10. 10050 591 503 437 387 314
21'-9" 7430 437 372 323 286 232
23'-9. 5638 332 282 245 217 176
25'-9" 4371 257 219 190 168 137
-Height Load In'Lbs 3- x 3- x 11 Gauae Post - 46 k.s.l. Steel
19'-8" 15 870 934 794 690 610 496
21'"7" 11 730 690 587 510 451 367
23'-6" 8970 528 449 390 345 280
25'-6. 6900 406 345 300 265 216
Helaht Load In Lbs 4- x 4- x 14 Gauae Post. 46 k...I. Steel
26'-8. 12650 744 633 550 487 395
29'-3. 9,350 550 468 407 360 292
32'-0" 7150 421 358 311 275 223
34'-8" 5,500 324 275 239 212 172
.-
Lawrence E. Bennett, P.E.
CMl ENGINEER - DEVELOPMENT CONSUlTANT
P.O. BOX 4368. SOVTlf DAYTONA, Fl32121
TELEPHONE (904) 787-4n4
FAX (904) 787-6556
SEAL
PAGE @ COPYRIGHT 2000
,
-"-.. 2-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WIlliOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
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CO~Wt u.c. MiD C\n Of nP\\llUl
IlUl.~- U-~
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state of
NOTICB OF COMIIBNCBMBH"l'
FU/ZIC:(A'
County of
1~(C:l
THB lmDERSIGNBD hereby gives notice that improvement will be made to c~rtain
real property, and in accordance with Chapter 713, Florida Statutes, the
following information is provided in this Notice of Cornmencmnent:
1. Description of Property: Parcel No. :2..ll--~~ -cfl/-Oa9tJ-'OO/tteJ- ()/70
(Legal description of the property and street address if available)
2.
General Description of Improvement
fY\. b TD ~l. Po ,z:r-
111111111111111111111111111111111111111111111111111111111111
2002091088
3.
O\oJncr Information:
, I
Name -J 1ArlIY\€ c:; 4- U I/Lg (ltl J Po
'OJ!....
~vrtK-+2 City 2-e.../'J~<tJ! It; It ~
,
~ -c .e, /1+'(\ d'
State Fe
Address "3 'f ~ L{ I
Interest in Property:
Rcpl: 595764
DS: 0,00
06/12/02
Name of Fee Simple Titleholder:
(If other th~n owner)
Rec: 6.00
IT: 0.00
Dpty Clerk
Addr'~ss
City
State
s.
Surety: N<1me
A- L {j m (11 U t'Y1 Ib- 0 d t./ c.-I s . L/J <-
City Z-ef1h1f;:?-t(((l.s State FL
-3:3537' ~J~~ 9
, :; 4.
U' 'f~
\if; i.1
Contractor: Name 1+ +v 2-
/) J 0
Address r, O. f:JP}( 1-, 2
.". '
.l\ddress
City
State
Amount of Bond: S
J0E6D PITTMAN~ PASCO COUNTY CLERK
/ 12/02 0~: 49pm 1 of 1
OR BK 4976 PG 320
6.
Lender: Name
Address
City
State
7. Persons within the State of Florida designated by Owner upon whom
notices or other documents may be served as provided by Section
713.l3(1)(a)(7), Plorida Statutes:
NClmc
Address
City
State
8. In addition to himself, Owner designates
of to receive a copy of the
Lienor's Notice as provided in Section 713.13(1)(b), FlorIda Statutes.
9. r:xp.irI'11. i'm dt'lt.e of 1IC1t.ice or Conlmencement. (the expl.ratiun d3te is 1 year
fr?m the dat.e of lcco~Jing ~nl~ss a diffa~ant date is ~pecified.)
Signature 9f q~ner~> -.; {. ,
Sworn to and subscribed before me this
a Oo;}....
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Notary Public: 4..J.~ c. a~L
My Commi ssion Expires: L;?Mu,/Jt.Ln__ I,
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