HomeMy WebLinkAbout03-2585
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT SINGLE FAMILY RESIDENTIAL
2585
Permit Number:
Permit Type:
Class of Work:
Proposed Use:
Sq. Feet:
Cost:
Amount Paid:
2585 Issued: 12/18/2003
GENERAL BUILDING PERMIT
434-ADD/AL T RESIDENTIAL
NOT APPLICABLE
Est. Value:
Total Fees:
52,50 Date Paid:
I
I
52.501
12/18/2003
Address: 5037 GALL BLVD
ZEPHYRHILLS, FL.
Township: Range:
Lot(s): Block: Section:
Book: Page:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number:
Name: OSEYS CONCRETE
Addr: 34048 CHEROKEE LN.
ZEPHYRHILLS,FL. 33543
Phone: (813)714-3927 Lic: . Phone:
Work Desc: MAK'E AN OPENING FOR A ROLL DOOR
PAT THOMAS
5037 GALL BLVD
ZEPHYRHILLS, FL. 33542
fl J \~?OIO:l/1 t!to6
R H ELE T P: TAL
I PRE-SLAB CONSTRUCTION POLE 2ND ROUGH PLUMB I DUCTS INSULATED
. LINTEL PRE-METER WATER . FINAL MECHANICAL
FRAME MISC SEWER I Mise
INSULATION WALL MISC i MISC. Mise,
INSULATION CEILING Mise, ! Mise, MISC,
DRIVEWAY , MISC, ! Mise, : FIRE DEPT, FINAL
. _.. I ... ... '.. ... ~ ____.
REINSPECTlON FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Thirty-Five Dollars ($35.00) 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
. -r!1.~J>.C'I}'ment_~f insl?~<:tion !~.~s sha!! be made ~fore any further permits will be issued to the person owning same
"Warning to owner: Your failure to record a notice of commencement may result in your paying tWice fo..--...
improvements to your property. If you intend to obtain financing, consult with your lender or an attorney
tbefore remrdlng your notice of com:~:::~ANCY BEFORE C.~. --- - ---
.._---. --. ._--_.....__.._-----~_._. ~- ---~.
- :> ~
RACT~ATuRE -- PERMIT OFFI
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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E
CITY OF ZEPHYRHILLS PERMIT APPLICATION
BUILDING DEPARTMENT 5335 8TH St, Zephyrhills, FL 33542
813-780-0020 FAX;813-780~0021
DATE RECE IVED
PHONE CONTACT FOR PERMITTING IJ/-!J 7/~"3~d....?
OWNER'S NAME.dy.-. nOMA-~5
JOB ADDRESS S-O..J? CA.// %/vcl
PHONE ? 6;). - '1 /<. ~.;(
.... "
LEGAL DESCRIPTION: LOT(8)
BLOCK
SUBDIVISION
PARCEL 10 #
WORK PROPSED: []NEW CONSTRUCTION
[] SIGN
PROPOSED USE: []SGL FAMILY DWELLING
18'COMMERCIAL
IZ] ADDITION
[] MOVE
(OBTAIN FROM PROPERTY TAX NOTICE)
~ALTERATION [] REPAIR 0 INSTALL
[] DEMOLISH
OMULTI-FAMILY
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
[] MOB I LE HOME
o OTHER
D RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK 44z o/LAJ;N'5 -/or L1~G>/"'
BUILDING SIZE
SQUARE FOOTAGE
HEIGHT
RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
IF SIGN PERMIT ONLY (2) SETS OF ENGINEERED PLANS REQUIRED.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
PERMITS REQUESTED
[] BUILDING
$
VALUATION OF TOTAL CONSTRUCTION
[] ELECTRICAL
AMP SERVICE
[] FLORIDA POWER
[] W.R.E.C.
o PLUMBING
o MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
[] GAS
[] ROOFING
o SPECIALTY
[] OTHER
TYPE OF CONSTRUCTION: 0"'BLOCK
o E'RAME
o STEEL
o OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREA[] YES
o NO
SIGNATURE
~~- 4--
COMPANY
BUILDER
STATE CERT OR REGIST #
******************************************************************
ELECTRICIAN
COMPANY
SIGNATURE
STATE CERT OR REGIST #
******************************************************************
PLUMBER
COMPANY
SIGNATURE
STATE CERT OR REGIST #
******************************************************************
MECHANICAL
COl'1PANY
SIGNATURE
STATE CERT OR REGIST #
*****************************************************************
OTHER
COMPANY
SIGNATURE
STATE CERT OR REGIS'I' #
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this permit may be subject to ~deed restrictions" which
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, 813-780-0020,
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 COMMF.NCEMENT 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
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _ day of
by
acknow.' edged
, 20_
STATE OF FLORIDA
COUNTY OF
The foregoing instrument vias
Before me this _day of
by
acknowledged
, 20
(name of person acknowledged)
Owho is personally known to me, or
(name of person acknowledged)
Diho is personally known to me, or
Owho has produced
(type
and whoO did Odid not
of identification)
take an oath.
Owho has produced
(type of identification)
and Il'iho Odid OEd not take an oath
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
. ~ 0/,24/ ~O[r::
0Ei: ;::1]
,~ , ,:
t:13-E~2D-185E
AMEr;'! C:Ar~ ROLLUP DiJDR
Pt/:iE 01
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FAX.
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TO:
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. FROM:
RANDY DARKER
AMEJUCAN ROU;.lJ!' COM!'Am~
me. .
529J SHADOWLAWN AVE. E
TAMPA. PI- 336/0
Phonc.
Fax P /um c
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Fax f'-hOlrC
813-023.3529
si 3-620-J 858
cc:
REMAJur.s:
o Urgc!J/
/
C~ For your review
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10/24/2083 08:30 813-620-1858
Y'~.v/_UU~ ~_;~~ ~~
Atl'lERICc:,H ROLLUP DOOR
PAGE 0:::
raJ003
J-.. H.lJIJrJ-, Jr. P.E. FL NIJ. '1768
TClSt Report: USD~ I-II
July 13,2001
resisting system. The tast unit avetall WlU in substantial eoafonnance wich DmwiDg No. 6S1r~O-192,
Sheet I, dated 7 II 3/01,
WilDes-.:
Mr. Dean LooIe. u S Door
Mr. 1. K Dixtm. Jr. P.E., ConIubo~
Mallll.,. of Testia&:
The test door was iastalled in a test cbambet with the opeoina framed with the lc:ft jamb COI1SttU.cted. of
. an Sit x 8"solid precast CODC:tCte column. and tho ri,gbt jamb was COl1ltructed wi'dla ~J jattlb. POQitive
air p&'eSsure was applied to the normal outside 5W"fa.co of the door bY -W~ air plalUtC to the intlide
oftbc te8t chamber. Negative prea\1Rl was: applied by <:reatUJa a putial vacuum _do the 1I8It chamber,
'I'he test .ample 'WaS tested for st:l'uCIw'al peri'ormaoce in substmUal accordance witb 1he prooedW'Cli
described in ASTM E ~3o-90. SM1c:bual Pct1bnna.ace otB:uarior WiDdows, CutraiA Walls, aM Doors
by Uuifonn S~ air Preaaure DiftOteucc. TIIpC and pJaatK: film were used to teal d1c door apiDIt
leUagc in a ~. which in my judsemcat did tict WluClBCe the reIiUIts orb test.
100010 desisn p~ was dcsip...... u +30 psfand -30 pI!lf. 'flc door... tcItcd to 50%, 100% aDd
ISOOIv t:Jf boch posirk-e and neptivc desiaD~. roL~ tho load after cadi appliccion. Center
deflccti0fl5 and permanent SlItS were N1cordcd. Test masurcm.eatI arc shown boIow.
PUI'pOIeofTest;
1'be purpose oftbistest was to qualify1:be U S Door RoUing Stec1 Door. ModeI6S1-30, 16'-0" wide x
8'-{)" high. with 0.018 in. thick ~ steel pueJs. as meeting the test criteria of the 1991 S'CaDdatd
Buildiag Code_ Sections 1706.1 Test Proced1.u-c, (ASTM E 330) and Section) 707.4 &d:criOf wiDdow
and door asomblics.
T.-t Resulu:
MEASUREMENTS
. ,
. ," - -. ~."..
....... lIo, - .
;:--:,. :.~-~ :~":'~fJ7!:':"~;": ::" ~..~ ";::.
- ~-' ~. . c;. ~
- -, .
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-\'::~~i~~~;~~~: :sf,/
Deflection was measured;lt the ceater oftbe l6'''()'' LIpau. 47 Y;." from 1he bottom of1hc door.
Load % Design Horizontal Duration of
POi / Neg Load. Deflection Load
(pst) at center (see)
(in) .
0 0
15 SO 10
0 0 0 60
-
~o 100 10.63 36
.
0 0 0 60
45 ISO 13.88 10
0 0 1.31 60
0 0
----_. SO 10
-15
0 60 ...
0 0 -
-
.
-30 100 12.88 36 ::
_. 1.38 60 .
0 0 -.
-4S ISO 12.63 10
-- 0 0 l.~O 60
- "" . . .. ' .. . . . . ~
:::\\\I1NDQWIiIC_k\U S 000r-\Z1041 rqMXt USD_Ol_ll.dac:
Pap 2 00
,
10!24!~003 08:30 813-520-1858
~'/i~/~VV~ ~~'O~ ~.~
Atv1ERIC.~ll RDLLiP DOJF
F',-\r3E 04
1ZI 004
.I~ /I. ~ J,. P.E. FL NA 776'
Test Report: USO-o 1.11
Jul,v 13.2001
MuimuDI Allowable Permaneat Set:
After d.e5ign load: --..... -- --...... " .. ..... , ..... . .... .. . . . .... .. __ __ .... , .......1101: 'PCCified
Aftet 1 SO% of design load~ ...,... -- -- --........... ...... . .... __ __. ...... .. __ uat specified
Adu" PermUMllt Set;
A:fta- positivo desigft 1oacl.... ..'.........n... ..."............, __........ .....,,,, "n.... ....0.00 in.
..A.ft:cr 150% positive deslp load... "..... ..... ....... ....... ........... ,...... .........". .1.31 In.
Aftor negative desiaD 1*........"'.. .........__ __n.' ...... __n. ...... ......, ....... .~...__,. 1.38 in.
After 1500..4 .negative load................ ...... ......'.... . ..... __.n '____... ....... ......." ...I.S0 ill.
ObMlV8do.ll:
After positive wlud Ioadiu& the ~ of tho g1Iida to 1he COPCrete jamb showaJ siaN of damage.
The concrete screw anc:hor auide ~ bad cnr.cbd the concrete jab:lb at the 'fKc ofthc openirlg.
Cracks ill the OODaet:e lml..njllh1l.l 'from the ICrcw anchor- ~edt5 iDdicatcd that all oftbese ancbon
had lott their load cat'lYiaa ability. 1hc brackets bad moved hItm'a.l1y duo to slippqc alot\g tho plane of
$bear until the sleeve anchor enaaacd the _ oftbb ,lotted bole. and the .1ccw aIK:hon rbcu carried the
eutirc load. However, 1hit. damap: did !lOt impair the load c:any1aa eapacity oftha door durina the
neptive load mst DOl' its ability to x<<mn to its initiaI podtiob a:fla- the~. The door was operable at the
coudusioo <<the test.
Summary:
'. ,
The dOOl' was tested in accocdancc with the 1997 Standard Buildina Code and met the I'cquiremcots for a
design wind pt'CIaurc 01+30.0 I ~30,O paf.
RcspectfWJ.y sublnittcd.
rb{ fL~rt-A-
~;\WlNDOWS\CQnMaIt\tJ j o--\2J 047 rapott U$D_Ol_1:.d6c
Page 3 of3
.....,. ... " ~ . .
...,' _" '." .-. ... '~4
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-..<~:.~ ~.~~::: :;~S'.,~~~' ."
10/24/2003 08:30 813-628-1858
~I/"''''"."uu" 1.":0.0:: J:o.\A.
Atv1ERIC:~tj F'C:L.LUF' DDOF:
PAr::lE :=12
taJ002
Joseph H. Dixon, Jr. P.E.
Product Design Consultant
407-671-0169
Florida No. 7768
FAX; 40700671-2693
3952 Lake Mira Ct.
Orlando, FL 32817
July 13,2001
R.eferellee No.: 21047
TEST REPORT
Test No. USD-Ol-l1: US Door RoIIiAa Steel Door
Modts165J-30 (16'-0" wide x 8'-0" hiah opening)
Tested for Struetural PcdDnnarwc
Due of Test:
July 13,2001
U S Door
10221 RDcbt Blvd.
Orlm:lo. FL 32824
U S Dogr
Orlando. Florida
Location of Test:
Maaufactu.tv:
Description of Test UaR:' '
TIle door tested was a U S Door Model 65 1-30 rolling steel dooI-, mOWtted for a 16'-0" wide x 8.-0" high
opening, 'The left jamb of the t.cst chamber was eoQltrUCtcd. of precast COD.CI'OCe and the riaht jatnb was
made of steel.
The steel doo.r~e foa- the steel jamb was ~ to the jamb by mtaDI of seven ~ x 118" HWlI Self-
Drilliog Scn.ws attached througb. dut lip oCtbe guide JlCal'tht: opcniua ofchc door. These seven screws
were loc:atcd at 4". IS W', 15 ~", IS ~", 15 W', IS ~"aad 11" spacina llCartina fi'om the floor. In
addition. seven steel b~ 0"" 2" x 2 W' 100, X 0.106" thick) were attached to the &\Side at 4", 8",
16". 16", 16". 16", and 16" ~ stattizta from the floor. Brackcu 1,2. 3.6, aDd 7 from the ftoor wOIe
~ in th.11OI'ma.lmi'Umer with ~ x 718" HWH Sclf~Dnl1iDg Sc.nWf ..tt,.rJ.ine the lmadcet to the steel
jamb. Brada::ts 4 and 5 from the 6001' were placed in rBV.sed ctircctioD ~ the 108 apinst the junb was
under the guide, The heel oftbe bracket was welded the full Iqth of tbe bnackel to the steel jamb (1/8"
weld X 2 Wf Joaa). Tb.i.s proeedure'WU to qualify either tho IIOaW attachment or tbc weld abclunent of
the brack.c 10 the jamb. The guides wen designed to engage the wiDdlocb UDder wind loading. The
windlocks were attached to the curtain in eveI}' other corrugation (alternate corruptions).
Fortbe guidedacbmartto the ~janJ.b.1lC"en st:ccl brackets (2" l( 2" x 2 W' 1008 x 0,106" thick)
were ~ to the guide in the usual JNWDec. ThCllc brackcu were 'Paced at 4", S", 16", 16'" 16". 16",
and 16" spaciDg startiDg from the floor. The braclt.ef8 were ettadaed. to the concrete with 5/16" x 1 YJ "
masonry sleeve ~hOl5. The inside lip (naarest the openiD,g) oftbe aWdc wu .fta~bcd to the coaeretc
jamb with six additioual futoam-s spaocd from thcdloor. at 7". 16". 17" 17". 16 W', and 15 .,." on center.
Tbcsc fUtcncrs WCt'C y." x 1%" HWH 1t1aIOIU'Y ic.rOW ancbon;. The guides WCIe the :!Same as for the Sblel
jamb.
The conupted steel curtain was 0.016" thick steel. Grade 80, The door was tabriCllted UjUtg interlocldll8
panels 16f.5" looa wab a WIlt b.i&bt of appwximatd.y 20". A steel bottDm ansIc:, 2. horizontal x 1 ~ x liS"
inch~, WiU ~ to the bottom panel. l'bIIl'Ihaft canyiba the weiaht of the door was supporrcd. by
brackets at each side oftbe door. Bach bcuket wu "'~"'bed to the wall ~ of1he p.idc ao.d wi.w:1
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