HomeMy WebLinkAbout10-10394 CITY OF.ZEPHYRHILLS
5335 - 8TH STREET
(813)780 -0020 10394
BUILDING PERMIT
Permit Number: 10394 Address: 7327 LEHIGH CT
Permit Type: ADDITION /ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434- ADD /ALT RESIDENTIAL Township: Range: Book:
Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section:
Square Feet: Subdivision: ALPHA VILLAGE
Est. Value: Parcel Number: 35- 25- 21 -005A- 00000 -1630
Improv. Cost: 1,199.00 ,.:
Date Issued: 5/20/2010 Name: FRYE, LOLETA
Total Fees: 60.00 Address: 7327 LEHIGH CT
Amount Paid: 60.00 ZEPHYRHILLS, FL. 33540
Date Paid: 5/20/2010 Phone: (813)783 -9475
Work Desc: REPLACE GARAGE DOOR 16 X7
-- 1• 60.00
1 ' r ) CL2
fej
• R 2NR R•U - L - MI C IN U I•N LIN
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE -METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE -SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection
trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections 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.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
The payment of inspection fees shall be made before 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 for
improvements to your property. If you intend to obtain financing, consult with your lender or an attorney
before recording your notice of commencement."
i
- 4
CONTRACT NATURE PERMIT OFFI FR
P MIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813 -780 -0020 City of Zephyrhills Permit Application F - 813 -780 -0021
Building Department
Date Received Phone Contact for Permitting lJ / 3 ii/ 6, -- 4 4326
Owner's Name 1- C9 � CI /rye. Owner Phone Number W3— 75 s y 7s
Owner's Address 732 7 L t<4 <51 C-7 24,A FL 335y t5wner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address /
JOB ADDRESS `732 7 !— €h ,14 C-.7"-- LOT# /6 -
SUBDIVISION 14 ( La 1) , ((&5 ( & ° PARCEL ID# / S2S f 005A 00000 `6 3 0
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR rt . ADD /ALT 1 1 SIGN I I MOVE I 1 DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR I I COMM 1 1 OTHER 1 I
TYPE OF CONSTRUCTION I I BLOCK I I FRAME I I STEEL I I OTHER I
DESCRIPTION OF WORK G- 1`1G.0 - Cf 1 'cz!'G2�r'€ floor, /6 . 7 5 ' Z c T L +- 5 z€ - /--L / � /7+/., AO
BUILDING SIZE SQ FOOTAGE HEIGHT
BUILDING $ 1 I q ` 2 VALUATION OF TOTAL CONSTRUCTION t , 1 9 ci . 5 " 5 -= "
1
I I ELECTRICAL $ j l AMP SERVICE 1 1 PROGRESS ENERGY n W.R.E.C.
I I PLUMBING $
1 1 MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
1 GAS 1 1 ROOFING I 1 SPECIALTY 1 I OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA I IYES 1 INO
• °
i., „
BUILDER / AP , 1 fl ® , ` COMPANY P ;..,,c„,,, L7co( (� +�G
SIGNATURE \\\XXX REGISTERED .11!'Q N FEE CURRENT I/Y"/ N I
Address /qq�/ of ° J .-7- .1.i G (F�1Vc<Kr , /fit 3 3 7 O License # 1 0/ 79 71(- I
ELECTRICIAN COMPANY
SIGNATURE REGISTERED I Y 1 N I FEE CURRENT I Y/ N I
Address I License # I
PLUMBER COMPANY
SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I
Address License #
MECHANICAL COMPANY
SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I
Address License # I
OTHER COMPANY
SIGNATURE REGISTERED I Y / N I FEE CURRENT I Y/ N I
Address License # I
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R -O -W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions /large projects
COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R -O -W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
* ** *PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement is required. (A/C upgrades over $5000)
** Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs Sewers Service Upgrades A/C Fences (Plot/Survey /Footage)
Driveways -Not over Counter if on public roadways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
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 Pasco County Building Inspection Division— Licensing Section at 727 -847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT /UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89 -07 and
90 -07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water /Sewer Impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law — Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the "owner ", I certify 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.
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, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government 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 Protection - 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.
- US Environmental Protection Agency- Asbestos abatement.
- Federal Aviation Authority- Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone "V" unless expressly permitted.
- If the fill material is to be used in Flood Zone "A ", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. 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 codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate
justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is 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.
FLORIDA JURAT (F.S. 117.03) - - /�7
CONTRACTOR .�
OWNER OR AGENT .-°
Sub ri d and swam to or of r d) b e me this S 7iandwom tour :fir�ne me this
/G 1 / o i/are • on= n• .1i. a or has /have produced Who i e • p = • •- no e or has /have produced
as Identification. as identification.
" 'G svy? j -Otj �l Notary Public �/ 11: ...dial, .. / , - Notary Public
' Comm' ion Na
Commission Nd.
ii'C.',1:'i P:BL1C•STATE OF FLORIDA NOTARY PLBT,TC•STA P I't,RIL1llE
Mor a PaitIFT ° ' 1iul do TF }cutler Q
Name of Notary . • � •ti ame of Notary typed, printe._. re d
ry t � h ll961011 Name q .7 to # D D961011
Expires: FEB. 11, 2014 FEB • '••„ Expires.: . 11, 2011
BONISD Tassi, A' IL NTII: BONDLNG cu, INC. BONDED TM; Al LA:41 i4, bd)ii/A 6i O,/ ilijt
— • . .... ._-........, i , • ,-L. , , wig i t1L1.1J1uri uuum DVL.. r (D a (eib To :8138764327 P.3 /4
PRECISION OVERHEAD GARAGE DOOR
14241 60th St. N.
• • i CLEARWATER, FL 33760 9 6 4 4
t' a a (727) 524-0001 l � )
C- 9806/C- 101511CD 13001 = i = _ n 't 5
•
GAi 0932415195 tD -E ` )� { L
--
VISIT OUR SHOWROOM •
- • : TftERE:13 A. DEPOSIT OF 509'o- F,iEF,lU11#EOp QIV;AN,Y" ;,
The : • • . - -7 terms. conditions and warranty on the reverse side of this contract are part of this agreement :. SPECK! . O1;<p Ii :9QO, ,i;'Ai, LO* V q(($;FOR :;
• • acknowledges that be has read and received a completed. legible copy of this contract including the 1 . : 1NSTALL'AT:OR't3F A ': pECI tL ahoteRtd oR ': ; : "
Terms and Conditions contained on the p ` °•' + • - 9- . . 1
It: M O aide hereof. This contract made as of this date of acceptance ' "', t: i . , ' ° + t , kk i .: i' e . e • ; ! r
by the Precision Door Service Franchisee as noted above, herein termed "Contractor." ' " / . • • ' " i 1 : "'
Customer Name
4 +.t;. . 's• l,..;: .
y
• A. 1 , .. v� � ::ICt.,:4, „• ?:cis .O4.` .
" s City state rp . AL ;"&b._ - 5... 1 +.....s t i. � ,. ,..,,:;-;:::::T;:: .,
• atl�. ,. l'] 4 ' hill Lr:
%ll' .Nl.....��.1 !...3.0,t_.
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Homo1'ht7rte WorirI?honc y ♦ ' :• :1. .,,
4.U.71.f7.rnc, ry , ■ •l417 •J } it •!> : , .,..-,;•,., ; .`r !!, -
'QT]'` / , . NJi¢UEL ' :.. >, . . ' PICK. .. < . , , < -. 7 '1'.,, ;i:4 jel `_ - _ •'1: .. ... ,. a !` r! a • <1. •[ +f �a4.!
MODEL # tz;a ;, 7: rte aasri7tirr ti<�;; �.
..-
1 r. .::-.),14, .
.EXISTING DO Q� < • <: - -•:t+ ,
*0i( r.. ,:;: Z : ;. t y18 �.r• t 1 .-
7NSTAti A " iji.. ;•. , f,,. .. . ..,- r;
GLASS INSERTS /: ii�k. 1♦ 7 ).r7Cr: n1t:
VVV ! f�Y +'•5 :pit.
COLOR e TI M@: ; ; : -:' I .. t1 = aF "g ;, G A ll , - kr 1 ' ! 979 TI15`,!;
W-RATING . / -'�jr� �, 'j�C "..p1.- A SE7 t: f.�YA�.�AFt, . : ".' ::::
TRACK02 15,LH L+.+,. :' 7 k. , . = i.
— SYSTEM 7t� /EXTENSION
OPERATOR • PTIONS
LOCK eUTS11 +` r 1 G. �� - . - - --,ti_5,61, .
HAUL AWAYY'N !Y 'i r *' Ps( j++
11iEN1�1v ke 1 --t Plc —r ...
- - - -- _ ! IAA / / 9 —�-�- E A REMOTES —
SURGE PROTECTOR // e—
TOTAL i
'f KEY /
/
OPERATOR
i 1,0
METHOD OF PAYMENT: CASH ❑ CHECK # TOTAL 7 7 c.a.,, G
(make check payable to "Contractor" above, Pee for returned checks.) LABOR
CREDFT CARD El VlSA El AMEX ODISC TOTAL I!a co' e� p�
ACCOUNT NO. OPE Ito AL $ a s
SECURITY CODE EXP DATE Technician ti,+? rA. J Date y -- / 1 (/)
•
W O R O O U , . A • G B E E M E N T • . • .. , . .. .
. The work 'order agreement is for the protection of both the customer and Precision Door.Jerjdae.'We want our custB lers to fully • atie ant'arjy.(' ecitiettendatioas,tblat
we offer. Any customer has the right to accept or refuse ali.or part of a:teahnk5an's reansunoidation siefiei 'teethe a gecopd opinion- •
.
_J fallr anderritand the explanation and the total price (S ' ') given I t n a ny door d t h e n a pd may
odeistaad tble recommendation for aerv our door. _, operstok a two separate mcchentsms,
ACCEFroc..E OF WORK ORDER AOREENIENT: The above attached prices,
_i accept the technician's recommendations and wish to have my door serviced at ibis a onsr md conditions are . 9fa bker
d rzby skeepttx7• An ion Uoiri •
• . .2 * antheraed to dmtbe work its. 1• ayaaaat At dart epos, job.complet
. ton
.
Tdo not accept the tccbnician's retommcndati7uns and do not wish td have my door sere- Proclaims Nor Services reapona fox adre;thdt,wab Oetfej iced Oil.. rite
I' irbd'.at'this time. I understand that by not accepting his recommendations, I will not hold,Pre- • • • • . ,.....The cosop Of the Giarage Door•or the oeratin '-
claim Door Service•1ia61e for any Comae damages or acttdentt that may result from nottst system . Preaisloe.Door 3pivice
lowing thn technician's recoummendatioos -' . - qualify for warranty peote�ttop.: •
—It has ltteri •etplataed the and I understand that - t 5 ' " !L : te , i::Qm�' .. ; •
ri+ya slay have beat stained , : . Sift . I?atc
or duet° ao atibalanood overhead garage door. The tecimi pianists infatnte,d melba :.... . •
there is no. way to detect the longevity of my.opaatol- due to ttdc possible odic , I eaidetttatid ` ' wAIRRANKY OPI',IONS: Limited Lifctiate ❑ 90-Da-r Warranty
. tbat:thc-rois no guarantee as warranty on a stramcd/wean operator . • • .. : ' 1 Year Waftxmar
ty_ ❑ S Year Wa Ira ety •
•OF*ICE CcpFY- : For C usiomtr ;Se vice Call ron F ttc e I$ PDS'rki:* (1.86 ,7.74255)
�.._'1rr ,-...•„. NFBS CU$Tt -M "prll ;t ,, 5arAct. ,',R'h7- a- o,.,2I NI:'3.= ..... .. , VA t..1/. .,
... ... net 4k- i, 873'0• N;
* N-1 IiI'{/
4.
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: Prci! � v�
Date Received: (! zb ID
Site: 7 3Z 7 L/ i y 1
Permit Type: ani" � j c bz w, x y fa.c,c, / ,C 7
U
Approved w /no comments: Approved w /the below comments: El Denied w /the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
Kalvin Switzer — Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
Pasco County Parcel: 35- 25- 21 -005A- 00000 -1630 001 Page 1 of 1
Data Current as Of: I Weekly Archive - Saturday, April 24, 2010
I Parcel ID I - 35- 25- 21 -005A -00000 -1630 (Card: 001 of 001)
I Classification 11 01 - Single Family
Mailing Address Final 2009 Value
FRYE LOLETA Ag Land $0
7327 LEHIGH CT Land $20,755
ZEPHYRHILLS FL 33540 -1014 Building $81,083
Physical Address Extra Features $2,272
7327 LEHIGH CT
ZEPHYRHILLS FL 33540 -1014 Market Value $104,110
Assessed (Save Our Homes) $94,639
Legal Description (First 4 Lines) Homestead 196.031 $25,000
Non - School Additional Homestead Exemption - $25,000
See Plat for this Subdivision'"
ALPHA VILLAGE ESTATES PHASE 2 Non - School Taxable Value $44,139
PB 23 PGS 8 -9 LOT 163 School District Taxable Value $69,139
OR 7657 PG 788 Warning: A significant taxable value increase may occur when sold.
Click here for details and info. regarding the posting of exemptions.
I Land Detail (Card: 001 of 001)
Line I Use Description Zoning Units Type I Price II Condition II Value
I 1 II 0100 Q SFR II 00R2 II 7,600.00 II SF II $2.54 II 1.00 II $19,304
I 2 _I 0100 II SFR II 00R2 II 3,540.00 II SF II $0.41 II 1.00 II $1,451
I Additional Land Information
I Acres II 0.26 II Tax Area I 3OZH FEMA Code I X I Residential Code' ALFALP1
I Building Information - Use 01 - Single Family Residential (Card: 001 of 001)
Year Built 1985 Stories 1.0
Exterior Wall 1 Concrete Block Stucco Exterior Wall 2 None
Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle
Interior Wall 1 Drywall Interior Wall 2 None
Flooring 1 Cork or Vinyl Tile Flooring 2 Carpet
Fuel Electric Heat Forced Air - Ducted
A/C Central Baths 2.0
Line Description I Sq. Feet I Repl. Cost New
I 1 I BAS II 1,332 I $80,426
1 2 II UEA 11 224 I $6,763
3 --H1 FOR II 594 II $14,370
4 II FOP 80 II $1,208
I Extra Features (Card: 001 of 001) - 1
Line I Description I Year II Units II Value
I 1
1 1 1 DWC I 1985 II 954 II $1,049
I 2 PVCF SF II 2003 II 672 II $1,223
1 Sales History
Previous Owner SELF EMORY L & BETTY 3
Year Month I Book /Page I Type Amount
2007 I 10 II 7657 / 0788 11 ma II $1 45,000
1995 1 11 I 3504 / 1835 $80,000
1985 04 1410/ 0036 WD $59,100
http: // appraiser. pascogov. com / search /parcel.aspx ?sec= 35 &twn= 25 &rng=21 &sbb= 005A &... 4/26/2010
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° Product Approval
USER: Public User
Cornnir ty
Aff,irs Product Approval Menu > Product or Applicaton Search > Application List > Application Detail
FL # FL10474
Application Type New
Code Version 2007
Application Status Approved
Comments
Archived
Product Manufacturer C.H.I. Overhead Doors
Address /Phone /Email 1485 Sunrise Drive ( . `' 01 _ _ 'Ii L ' I i!i U1,DINA.NCL'S
Arthur, IL 61911
(217) 543 -2135 Ext4309
canzelmo @chiohd.com
Authorized Signature Chris Anzelmo
canzelmo @chiohd.com
:EVIEW DATE 'Z4
Technical Representative Patrick J. Hunter CITY OF ZEPHYRHILLS
Address /Phone /Email PO Box 260
1485 Sunrise Drive, IL 61911 PLANS EXAMINER / C5
(217) 543-2762
phunter@chiohd.com
Quality Assurance Representative Shawn Yurkovich
Address /Phone /Email 1485 Sunrise Drive
Arthur, IL 61911
(217) 543 -2135 Ext 4264
syurkovich@chiohd.com
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who John E. Scates
developed the Evaluation Report
Florida License PE -51737
Quality Assurance Entity Architectural Testing, Inc - Certification Services
Quality Assurance Contract Expiration Date 12/31/2012
Validated By Gordon Thomas, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence FL10474_ RO _COI_Cert_of_Independence_Scates 2008.pdf
Referenced Standard and Year (of Standard) Standard Year
ANSI /DASMA 108 2002
ANSI /DASMA 108 2005
ASTM E330 2002
http: / /www. floridabuilding.org/pr /pr_ app_ dtl. aspx ?param =wGE VXQwtDqudsDrIH6I48zJr... 3/6/2009
riorlua r uiiuing Loue uiiiiile
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 06/20/2008
Date Validated 07/01/2008
Date Pending FBC Approval 07/10/2008
Date Approved 09/15/2008
Summary of Products
Go to Page 4 40 0 0 Page 1/20 0
: FL # Model, Number or Name Description
110474.1 2250, 2251, 2240, 2240 Steel Pan (25 gauge min.) hollow or laid in place
polystyrene insulation
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL10474RO II BJA- 00x- 03_ Jamb _Attachments.pdf
Approved for use outside HVHZ: Yes FL10474RO_II_Z3- 09045- pan- 051608s.pdf
Impact Resistant: No Verified By: John E. Scates FL 51737
Design Pressure: +19.5/ -22.0 i Created by Independent Third Party: No
■ Other: C.H.I. drawing Z3- 0907- 01300; 9' -0" maximum ! Evaluation Reports
.width; The optional glazing available DOES meet the ; FL10474_RO AE_ Evaluation_Report_s.pdf
;wind load requirements of the building code but DOES FL10474_R0AE_Z3- 0907- 013005.pdf
NOT meet the impact resistant requirements for 1 Created by Independent Third Party: Yes
;windborne debris regions. This product without glazing
DOES comply with the impact resistant requirements for
windborne debris areas. (ref FBC 1609.1.4)
10474.2 12250, 2251, 2240, 2241 Steel Pan (25 gauge min.) hollow or laid in place
polystyrene insulation
;Limits of Use ,Installation Instructions
Approved for use in HVHZ: No i FL10474_R0_II_BJA- 00x -03 Jamb_Attachments.pdf
Approved for use outside HVHZ: Yes FL10474_RO II_Z4- 09045- pan- 051608s.pdf
Impact Resistant: No ! Verified By: John E. Scates FL 51737
Design Pressure: +23.2/ -26.2 Created by Independent Third Party: No
Other: C.H.I. drawing Z4- 0907- 01300; 9' -0" maximum ;Evaluation Reports
width; The optional glazing available DOES meet the ; FL10474RO AE_ Evaluation_Report_s.pdf
wind load requirements of the building code but DOES i FL10474_RO_AE_Z4- 0907- 01300s.pdf
NOT meet the Impact resistant requirements for Created by Independent Third Party: Yes
!windborne debris regions. This product without glazing
DOES comply with the Impact resistant requirements for
windborne debris areas. (ref FBC 1609.1.4)
10474.3 12250, 2251, 2240, 2241 Steel Pan (25 gauge min.) hollow or laid In place
polystyrene insulation
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL10474_RQ_II_ BJA- 00x- 03_ Jamb Attachments.pdf
Approved for use outside HVHZ: Yes FL10474R0_II_Z5- 09045- pan- 051608s.pdf
Impact Resistant: No Verified By: John E. Scates FL 51737
Design Pressure: +27.3/ -30.8 Created by Independent Third Party: No
I Other: C.H.I. drawing Z5- 0907 - 01300; 9' -0" maximum Evaluation Reports
'width; The optional glazing available DOES meet the FL10474 _ROAE_ Evaluation Report _s.pdf
wind load requirements of the building code but DOES FL10474 R0_AEZ5- 0907- 01300s.pdf
INOT meet the impact resistant requirements for Created by Independent Third Party; Yes
windborne debris regions. This product without glazing
(DOES comply with the impact resistant requirements for
windborne debris areas. (ref FBC 1609.1.4)
10474.4 12250, 2251, 2240, 2241 ;Steel Pan (25 gauge min.) hollow or laid in place
polystyrene insulation
' Limits of Use ;Installation Instructions
Approved for use in HVHZ: No ! FL10474R0_II _BJA- 00x- 03_ Jamb _Attachments.pdf
Approved for use outside HVHZ: Yes ! FL10474RO_II_Z6- 09045- pan- 051608s.pdf
Impact Resistant: No Verified By: John E. Scates FL 51737
Design Pressure: +31.4/ -35.5 Created by Independent Third Party: No
Other: C.H.I. drawing Z6- 0907 - 01300; 9' -0" maximum Evaluation Reports
;width; The optional glazing available DOES meet the ; FL10474 _R0_AE Evaluation _Report _s.pdf
'wind load requirements of the building code but DOES FL10474 RO_AE_Z6- 0907- 01300s.pdf
NOT meet the impact resistant requirements for j Created by Independent Third Party: Yes
http: / /www.floridabuilding.org/pr /pr_ app_ dtl. aspx? param= wGEVXQwtDqudsDrIH6I48zJr... 3/6/2009
rlorlua rsulluing Loue vnllne rage 01 U
•
Approved for use in HVHZ: No 1 FL10474 00x -03 Jamb Attachments.pdf
Approved for use outside HVHZ: Yes FL10474 10045- pan- 051608s.pdf
Impact Resistant: No Verified By: John E. Scates FL 51737
Design Pressure: +44.3/ -51.5 ; Created by Independent Third Party: No
Other: C.H.I. drawing Z9- 1007 - 01300; 10' -0" Evaluation Reports
.maximum width; The optional glazing available DOES ' FL10474RO AE Evaluation_Report_s.pdf
Imeet the wind load requirements of the building code but, FL10474 _R0_AE_Z9- 1007- 01300s.pdf
DOES NOT meet the impact resistant requirements for Created by Independent Third Party: Yes
Iwindborne debris regions. This product without glazing
:DOES comply with the impact resistant requirements for
windborne debris areas. ref FBC 1609.1.4
10474.16 2250, 2251, 2240, 2241 Steel Pan (25 gauge min.) hollow or laid In place
polystyrene Insulation
Limits of Use :Installation Instructions
Approved for use in HVHZ: No FL1Q474 II _ BJA- Q0x- 03 Jamb _ Attachments.pdf
Approved for use outside HVHZ: Yes FL10474_RO_II_Z10- 10045- pan- 051608s.pdf
Impact Resistant: No Verified By: John E. Scates FL 51737
Design Pressure: +50.7/ -57.5 Created by Independent Third Party: No
Other: C.H.I. drawing Z10- 1007 - 01300; 10' -0" Evaluation Reports
(maximum width; The optional glazing available DOES FL10474 ROAE Evaluation _ Report _ s.pdf
:meet the wind load requirements of the building code but FL10474RQ_AE_Z10- 1007- 01300s.pdf
'DOES NOT meet the impact resistant requirements for 1 Created by Independent Third Party: Yes
windborne debris regions. This product without glazing
DOES comply with the impact resistant requirements for
windbome debris areas. ref FBC 1609.1.4
10474.17 ;2250, 2251, 2240, 2241 Steel Pan (25 gauge min.) hollow or laid in place
{ .ol st rene Insulation
,Limits of Use 'Installation Instructions
Approved for use in HVHZ: No FL10474RO _ BJA- 00x- 03 Jamb _ Attachments.pdf
Approved for use outside HVHZ: Yes FL10474 16045- pan- 051608_aits.pdf
Impact Resistant: No , Verified By: John E. Scates FL 51737
Design Pressure: +18.7/ -20.8 Created by Independent Third Party: No
1 Other: C.H.I. drawing Z3- 1607- 01300_alt; 16' -0" Evaluation Reports
!maximum width; The optional glazing available DOES FL10474 _ R0 _ AE _ Evaluation Report s.pdf
; meet the wind load requirements of the building code but FL10474 1607- 01300
DOES NOT meet the impact resistant requirements for ', Created by Independent Third Party: Yes
!windborne debris regions. This product without glazing
,DOES comply with the impact resistant requirements for
windborne debris areas. ref FBC 1609.1.4
110474.18 2250, 2251, 2240, 2241 Steel Pan (25 gauge min.) hollow or laid in place
j - 'polyst rene insulation
.Limits of Use 'Installation Instructions
I Approved for use in HVHZ: No j FL10474RO 00x -03 Jamb
Approved for use outside HVHZ: Yes FL10474 II 16045- pan- 051608s.pdf
1 Impact Resistant: No 1 Verified By: John E. Scates FL 51737
1 Design Pressure: +18.7/ -20.8 Created by Independent Third Party: No
1 Other: C.H.I. drawing Z3 -1607- 01300; 16' -0" : Evaluation Reports
!maximum width; The optional glazing available DOES FL10474 AE Evaluation _ Report _ s.pdf
,meet the wind load requirements of the building code but FL10474RO_AE_Z3- 1607- 01300s.pdf
:DOES NOT meet the impact resistant requirements for Created by Independent Third Party: Yes
;windborne debris regions. This product without glazing
,DOES comply with the impact resistant requirements for 1
,windborne debris areas. (ref FBC 1609.1.4
10474.19 i2250, 2251, 2240, 2241 :Steel Pan (25 gauge min.) hollow or laid in place
•ol s rene insulation
Limits of Use Installation Instructions
, Approved for use in HVHZ: No, FL10474 QOx- 03 Jamb _ Attachments,pdf
Approved for use outside HVHZ: Yes 1 FL10474 16045- pan- 051608s.pdf
Impact Resistant: No 1 Verified By: John E. Scates FL 51737
Design Pressure: +22.2/ -24.7 I Created by Independent Third Party: No
Other: C.H.I. drawing Z4- 1607- 01300; 16' -0" !Evaluation Reports
;maximum width; The optional glazing available DOES FL10474 RQ_AE Evaluation Report _ s
meet the wind load requirements of the building code but FL10474RQ_AE_Z4- 1607- 01300s.pdf
DOES NOT meet the impact resistant requirements for Created by Independent Third Party: Yes
windborne debris regions. This product without glazing
1 . • -• p y ' - the impact resistant requirements for i
ndborne7lebris a - as. ref FBC 1609.1.4
10474.20 12250, 2251, 2240, 2241 ,Steel Pan (25 gauge min.) hollow or laid in place
•ol rene insulation
of Use ;Installation Instructions
Approved for use in HVHZ: No FL10474ROII BJA- 00x- 03_Jamb_Attachments.pdf
Approved for use outside HVHZ: Yes FL10474_RO_II_Z5- 16045- pan- 051608s.pdf
Impact Resistant: No Verified By: John E. Scates FL 51737
Design Pressure: +26.2/ -29.1 Created by Independent Third Party: No
http: / /www. floridabuilding .org /pr /pr_app_dtl.aspx? param =wGE VXQwtDqudsDrIH6I48zJr... 3/6/2009
rionaa tsuiiaing Lone vntine rage u ut v
Other: C.H.I. drawing Z5- 1607- 01300; 16' -0" Evaluation Reports
maximum width; The optional glazing available DOES FL10474_RO AE_ Evaluation _Report _ s.pdf
P 9 9
meet the wind load requirements of the building code but'' FL10474_RO_AE_Z5- 1607- 01300s.pdf
DOES NOT meet the impact resistant requirements for Created by Independent Third Party: Yes
windborne debris regions. This product without glazing
DOES comply with the impact resistant requirements for
iwindborne debris areas. (ref FBC 1609.1.4)
Go to Page 0 0 Page 1/ 2 6 0
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0CA Administrrtio0
Department of Community Affairs
Florida Building Code Online
Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399 -2100
(850) 487 -1824, Fax (850) 414 -8436
® 2000 -2005 The State of Florida. All rights reserved. Copv3ht and Disclaimer
Product Approval Accepts:
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® IF::rtci:I
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CAL 811EJ1� DDS
WINDBREAKER
SERIES
Zone 5 Supplemental Instructions
Pan Doors: Raised Panel
16' -0" wide
Design pressure: 26.2 pos / 29.1 neg
Test pressure: 39.3 pos / 43.7 neg
Higher wind pressures and larger doors require additional
reinforcement.
A CAUTION Premature failure of door system may result from improper
application.
Use these instructions only for the wind pressures and door
sizes as listed above.
These supplemental instructions do not contain basic door
installation steps and related safety information.
A WARNING Failure to follow basic installation steps and related safety
information may result in injury or death.
Door installers must follow a primary instruction manual for
basic door installation steps and related safety information.
Garage door reinforcement details include:
Top fixture type and attachment.
Strut attachment.
Flag bracket attachment to the wall and track system.
Track bracket quantity and placement.
End hinge type and attachment. _ _
Strut type and placement. l
A locking system must be installed if the door is not electrically operated. C �'
s->t
Stop molding is required. A minimum 2 -1/2" long nail or screw must be used on an 8" spacing. yphn beaRf, P.E.
1 411 LeMay Street *205 —
Carrekton. Texas 75007 `
The correct selection of door and framing materials is the responsibility of the building 1vlocNt P.E. tl 51737
owner /designer following local building code directives. Use of a reinforced garage door does This ,meal Spades 4 •
not constitute automatic compliance with any building code. Local building code officials erofsssional Enginxrikeal
determine compliance criteria provided only for verificauon of
windload construction details
Copyright 2008 C.H.I. Overhead DOOR IF - 1j u
O4 4
25 -16045 -pan - 051608 u
Top Fixture Detail End Hinge Detail
(Strut, if applicable, not shown for clarity.) 14 gauge galvanized steel end hinge
A fastened to section with four 1/4" x 3/4"
16 gauge galvanized steel top fixture. screws.
Each fixture attached with four 1/4" x 3/4"
II lir
,•u i screws. �' �
Push nut
it =- ' 1/4" x 3/4" self drilling screw
° • - Push nut
Push Nut Detail (use on all rollers)
/ \ -- 1/4" x 3/4" self drilling screw
use 3/8" 1. D. on bottom fixture roller stem
use 7/16" I. D. on end hinge and top fixture roller stems
Strut Attachment Detail i - Push nut: Slide roller into
fixture and tap push nut onto
1/4" x 3/4" self drilling screw
1 roller stem using a 1/2" socket
and hammer. Leave an 1/8" to
t 1/4" space between push nut
and fixture.
17 gauge 50ksi galvanized steel 3" strut attached Intermediate Hinge Detail
with two 1/4" x 3/4" screws to every stile. a' 16 gauge galvanized steel hinge
fastened to section with four
Flag Bracket Detail 1/4" x 3/4" screws.
00000 i' \ V
Flag bracket attached to wall with 11 1/4" x 3/4" self drilling screw
three 5/16" x 1 -5/8" wood lags. 1 I
flag bracket
�� ��-r - r %
Flag bracket attached to horizontal track Irl
_ 1 ' with two 1/4" x 5/8" track bolts and nuts.
iii 01111
Flag bracket attached to vertical track with ill P I'
two 1 4" x 5 8" track bolts and nuts or I'
t / / 1
factory riveted. _ II , 1
5/16" x 1 -5/8
Track Bracket Locations wood lag
Manufacturing tolerances and actual field conditions may result in variances of +/- 1" /
1/4" x 5/8" i
door height / four sections door height / five sections i
track bolt or - i
6' -6" 6' -9" 7' -0" 7' -6" 7' -9" 8' -0" 8' -3" 8' -6" 8' -9"
factory riveted'
i
D n/a n/a n/a 72" 69" 72" 81" 84" 87" "
/
C , dr ' C 60" 63" 66" 58" 55" 58" 60" 63" 66"
B 35" 35" 38" 34" 31" 34" 32" 35" 38"
tt 11
A 10" 7" 10" 10" 7" 10" 4" 7" 10" B
Track bracket locations shown above are for doors up to five sections high. , 1
Additional door sections may be added for a maximum door height of 14' -0 ". ! i
One track bracket (per track) must be added for each section and spaced at a , A
distance not greater than the corresponding section height. I 1 _ �I track bracket
Z5- 16045- pan - 051608 1
Four Section High Doors
16' -0" wide
Strut Placement
I �
. 11111110, End Hinge
End Hinge
r_ a
.• 1111111111■411•1M
I. NMI Strut
Illopp mu •mmiummmommi
Top Fixture IW – End Hinge
Strut
Strut above top fixture Strut on bottom half of hinge Strut in center of section
Detail 1 Detail 2 Detail 3
1 54
Strut
is L,
Bottom Fixture
Strut above bottom fixture
Detail 4
r Optional glass lites
/
Intermediate hinge
1 1 - - - - / — — — --„,11 strut
I � I l/, I— ;; : ;– i_ //, i 1 / f i
I
— _ — strut
II M 10 I ®1 It ��I I1 11 — strut
® ` 11 r�r.n c i? ,,
- �� 1 1 1 A - - -- 1 A 1 1 strut m !iiiiiIiM it I I II Ii ��5�
strut
m : 11��11111 iI h 1 1 : 1 11d1� �I I i 1 1 d I I 11 1111 s t r u t
_1111111M115111111111111∎1•11111111111111111■I111111111■1
6 struts total
Z5- 16045- pan - 05 1608
Five Section High Doors
18' -0" wide
Strut Placement
Strut Hinge
Mil
l ir
I ,i,iiii111111111
11111111
16, End Hinge
Top Fixture jp
— End Hinge
Strut
Strut above top fixture Strut on bottom half of hinge Strut in center of section
Detail 1 Detail 2 Detail 3
.• M11111111111111■1•11
MI • ik
'— Strut
t - : u.uIuIr i
— Bottom Fixture
Strut above bottom fixture
Detail 4
— i
Optional glass lites
Intermediate hinge
i
/
= strut
0 I !" --- "'" ---------- 12Z1 I!
- strut
CO m iIIM;Io�I^ 1 I1 M L iiiii ®I strut
E ` :: " � —� r, , 3
-- strut
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0 ,I 111 11 I I I I I 11 i 1 I I Stet
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- -
II �� i � ' -7 3- strut m 1 - I 1
"
i strut
'Iii i- iIiIreilIi IiII�II' I B strut
0 Additional sections may be added for a maximum door height of 14.4r. 8 struts total
Each additional section must have two struts as shown above in section
Z5- 16045 - pan - 051608 number three and be installed above the third section.
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