HomeMy WebLinkAbout10-10351 CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780 -0020 10351
BUILDING PERMIT
Hr: ,, tea. 1 A ��°
Permit Number: 10351 Address: 6117 16TH ST
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: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 02- 26 -21- 0180 - 00000 -0060
Improv. Cost: 898 Z =4= 3
Date Issued: 4/20/2010 Name: BUDKE, DONNA & PAUL
Total Fees: 52.50 Address: 6117 16TH ST
Amount Paid: 52.50 ZEPHYRHILLS, FL. 33542
Date Paid: 4/20/2010 Phone: (813)713 -2404
Work Desc: GARAGE DOOR REPLACEMENT 16 X 7
4°, !. ;11:7 47 :: s ; altiO4Eara7titraia P` I�ND••` 5 AT
� '. it s�` '. _ .__ �I vii �' ^ 1 : » t e , ., -: f f w,„ „ rit
• • - 2 D - •U H PLUMB MI 1 S LA • ILIN
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. 44 /t
O t %f u
CO 4 T ' • ' • " SIGNATURE PERMIT OFFI R
P ' • IT 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 Fax -813- 780 -0021
Building Department s /0351
Date Received Phone Contact for Permitting 5I.3 7(0 -- (3 2
Owner's Name Do )1 v a . k(.pk use. Owner Phone Number 31,3- 7 - yd l u
Owner's Address /1 7 /6 f k _57 2E,Ay t":"2- j '/&Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address /
JOB ADDRESS l.s� / 1 / 1.`i LOT # LO
SUBDIVISION PZi /HI PARCEL ID# oaZ 26, A (U 1 5O (XZ O0 (ma 0
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED I NEW CONSTR b ADD /ALT I 1 SIGN MOVE 1 1 DEMOLISH
INSTALL REPAIR
PROPOSED USE I I SFR 1 I COMM n OTHER [
TYPE OF CONSTRUCTION I I BLOCK 1 I FRAME I I STEEL [] OTHER
DESCRIPTION OF WORK GvIGv /"F &IA Garay- laoo(- /6 7. 5, rC~c Z(' /OV 2 0
BUILDING SIZE SQ FOOTAGE HEIGHT [
BUILDING $ �l s X79 VALUATION OF TOTAL CONSTRUCTION
I 1 ELECTRICAL $ AMP SERVICE 1 1 PROGRESS ENERGY 1 1 W.R.E.C.
PLUMBING $
MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
I I GAS 1 1 ROOFING 1 1 SPECIALTY I I OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA 1 IYES 1 1NO
1/ COMPANY / S r , Gm avr SC / (.1 r <C .
BUILDER FEE CURRENT VY.( N
SIGNATURE REGISTERED
Address "tr// oO $7>t/ c /Cedozler, /-L 33760 License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N
Address License #
PLUMBER COMPANY
SIGNATURE REGISTERED 1 Y/ N ` FEE CURRENT 1 Y/ N 1
Address License #
MECHANICAL COMPANY
SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I
Address License # 1
OTHER COMPANY
SIGNATURE REGISTERED � Y/ N ] FEE CURRENT 1 Y/ N
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.
11111111111111111111111111111111111111
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.
1 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 Tess 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)
OWNER OR AGENT CONTRACTOR r%= `i %'
Subscribed and sworn o (or a d rmed) before me this Subscrib and sworn • (or affirmed ore me this
S b i t, r 26f0 f'h, (
Who is /are p - = • • . ° • me or has/have produced Who Is /are •.:r- ii no to n e or has /have producerd
as Identification. as identification.
/ ��, ' .� '
Notary Public A/ A' , i, 1 Notary Public
air ' Commission
.
Commission 1 Comsion
1 TARY PUBLIC -STATE OF FLORIDA NOTARY PIJBT IC -STATfi FLORIDA
Name of Notary typed, printed ot'�tam� or B Name of Notary ty: • :'printed mottnfe utler
Cortimission # DD961011 = . 5'1* Commission #DD961011
Expires: FEB. 11, 2014 ,,.•' Expires: FEB. 11, 2014
C ATLANTIC BONDLNG CO., INC. BONDED nix ATLANTIC BONDLNG CO., INC.
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: Pre c' ' 3 - - N ;' (SL,
Date Received: 1—/ 3--/D
Site: 6 1/7 JGA S - i --,
Permit Type: 0 A1 :bah- App /ace- a, 7
` J
Approved w /no comments: Approved w /the below comments: ❑ Denied w /the below comments: ❑
This comment sheet shall be kept with the permit and /or plans.
Kalvin S itze PI xaminer Date Contractor and/or Homeowner
(Required when comments are present)
Pasco County Parcel: 02- 26 -21- 0180 - 00000 -0060 001 Page 1 of 1
•
Data Current as Of: Weekly Archive - Saturday, April 10, 2010
I Parcel ID II 02- 26 -21- 0180 - 00000 -0060 (Card: 001 of 001)
Classification II 01 - Single Family
Mailing Address Final 2009 Value
BUDKE PAUL L & DONNA M Ag Land $0
6117 16TH ST Land $21,458
ZEPHYRHILLS FL 33542 -2653 Building $49,218
Physical Address Extra Features $2,519
6117 16TH ST
ZEPHYRHILLS FL 33542 -2653 Market Value $73,195
Assessed (Save Our Homes) $73,195
Legal Description (First 4 Lines) Homestead 196.031 $25,000
Non - School Additional Homestead Exemption - $23,195
See Plat for this Subdivision t'
PARK HILL SUB UNIT 1 PB 14 PG Non - School Taxable Value $25,000
70 LOT 6 School District Taxable Value $48,195
OR 5518 PG 1809 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 II Use IlDescriptionll Zoning II Units II Type II Price II Condition II Value
I 1 I 0100 II SFR II 00R2 II 8,285.00 II SF II $2.59 II 1.00 II $21,458 I
Additional Land Information
I Acres II 0.19 11 Tax Area II 30ZH II FEMA Code II X IlResidential Codell PAHILP1
I Building Information - Use 01 - Single Family Residential (Card: 001 of 001)
Year Built 1980 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
I Line I Description II Sq. Feet 11 Repl. Cost New
1 II BAS II 1,240 II $51,336
2 II FEP II 120 II $3,478
I 3 II FOP 64 II $662
I 4 FGR II 480 II $7,949 I
I Extra Features (Card: 001 of 001)
I Line 11 Description Year 11 Units Value
I 1 II DWC 1980 II 360
1 1 1 1 $419
I 2 U UDU -M 2003 II 1 $273
I 3 II CLFENCE 2003 II 360 II $516
I 4 II DCFENCE 2005 II 1,170 II $1,311
I Sales History
I Previous Owner HANLEY HELEN E
I Year II Month Book /Page II Type II Amount
I 2003 II 08 5518 / 1809 II WD II $ 100,000
I 2002 II 12 5201 / 0196 II QC II $
I 1999 II 08 4208 / 0374 II WD II $80,000
http: / /appraiser.pascogov. com/ search /parcel. aspx ?sec= 02 &twn= 26 &rng =21 &sbb= 0180 &b... 4/13/2010
APR -06 -2010 11:48 From: PRECISION DOOR SUC. 7275307216 To:8138764327 P.2'2
E at 14 416Oth OVERHEAD GARAGE DOOR �. ` ,i. '- - 1424160th Stt - N � f A • • ` � CLEARWATEit, k7<. 337fiU I \� V 7 " r f / i S1. C 574 -OOQ5 p
�, - 98 9806/C•10151/GD 13001 P
t� GDI- 09324/5195 — T —
`11SER'VV VISIT OUR SHOWROOM .; THERE. `°>• .
140 011r- N __
IS A 'DEFEQSR Oi":$Q76 R�QL)[RED'Oiit: y '� - �
1, • : terms, conditions and weurenty on the reverse side of this contract arc part of this agreement. , • , h O - „ . ` ., , 011. . , W P I O
Buyer aekttowledgcs that he has read and received a completed. legible copy of this contract, including the : ' IN'S SPEGIAcb QRDE l ORe, -,, < , .
Terms and Conditions contained on the reverse side hereof. This contract made as of this date of accapt* ' '', ' '' . , < a , " ' • , l " ' . . ..: e .
b the : .,.. , , `.
Y Door Service Franchisee as noted abov , herein termed "Contractor." OT • _ i .. + : ' ,, : :' e i , • . .
Address City State 7i . , . l: . ....'1".. "' ' , "
Home Phone Work Phone T^ ea. .sp 'x' ; r Y ' a $ ® e t ' • }�
��,pp�,rr,,�, rr��rr�� a ,464..L.,•• ,464..L.,•• Jia t P ', ,1 b .. ,it, �p� ) e t
•. '" 'an 4 °it • ' ' ... MOD 1L t'PRICF,,`'a. -- .. b 'h .s` g r7s: / f ' �* *Ct •.r %._ ,;,1r° • ,i,i!
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INSERTS . ,, 1 ig
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SYSTEM . • 10 /EXTENSION 'li OPERATOR OPTIONS
LOCK 1�ID /OUTSIDE \ OF — $
HAUL AWAYI
_Ata V ' . /((ira'' — ... $ —
r EXTRA REMOTES
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SURGE PROTECTOR
DOOR .1'
TOTAL KEY PAD
IETHOD OF PAYMENT: ❑CASH El CHECK •
0 • T OTAL
tike checks payable to "Contractor" above_ Fee for retuned checks.) 1.A80R
'REM CARD ❑VISA, ❑ MC DAMEX 001sc p �
cC0U1VT No. TOTAL D 7 k _ 4.
PERATOR TOTAL $
ECURITY CODE EXP DATE Technician
Date V— _ti
WO ORDER AGREEMENT . :
• ,9 ..
The work order sp ee:m[4 is for the protection of both the customer and Pt'ectiis ion Dow•'Seredce. We want otir c to enet6'
we all's Any costumer has the o fa ec °ndunderstand y r ion. »»endati0ng rhat
—I ttrgp'imdtd the � t t accept or refuse all or part u� A•tCChBhriaII'S ±'�orsOPddd#t9oa and* receive a seoemed opiuioa
lanat�ion and the total price ($ ) given to me: i _I ttnderstand that sty door czid my operator are two separate mechanisms.
understand the recommendation for servicing our door.
ACCEPTANCE OF woRK ORDEtt•AGRElEK NTc The More or attached prices;
u 5 accept the technician's recommendations and wish to have my door serviced at brio s� a ad?to0011415 sari cWa hey =Mkt p sµnonr •
aathorlaad'ta do' thre lark as' Payment is due upon job comPlettee
1 do tar t the technician's rccomrmendaeittas and do not wish to leave my dear sRiv -. Pitci c u Door Strviet: is only neap vsibdc fol work thee was pf'ummed on the '
Iced at this limti.:l.wtderstand•that by not accepting boas mcommcndations, "!•will not hold Pry ; . The compotatrin of the Garage Door' of tjtn operatting
cisio;l Deer Service liable for any future damage or accidents that mayresalrfrom not foe- • - ' serviced by Piecisio ; , Serv uaf
lowing the technician's reconnned ttrons, 9 F 'r h protacflein
n�e
-li, bsd bees td rr to a mad 1 uodcrstaand that mY for May have been strained C ` Simone et di ,
. •
or worst diABM an Unbalanced overhead gage door. The t - hasinformed meths/ ,
Mere is no way to detect the longevity of my doe to this possible strain.1 underSt eld ' • WARRANTY OPTIONS: ❑ Limited Lifctimc
that triers is no gtiiraates or watxhaty on a siratacalwarn operator, 0 90.Asy W arranty
•
❑ 1 Year Warranty 5 Year Warranty
:QP,ilittCOPY tki.e;Ctistomer:Servicc tairretCtxee:;,I;$66;p.1261AtL =.(1415g.:1 0
= s255);
.... '.om NEt'S CVSTI1M'p,inlin4 S s'k€, .,, ; 2E'4 %> ?%, N
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rtortua rsutiuing Loue vntrne rage 1 or 0
_. .. ..nee wM. t;,7..c- +D: ..::; n,, 7,:„,....„:.' .
f3CIS Home log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map links Search
#, ia, Product Approval
USER: Public User
CC:r iniiluty ,,
Affdlr , Product Approval Menu > Product cr Applicaton Search > Application List > Application Detail
FL # FL10474
Application Type New
Code Version 2007
Application Status Approved p )
'' ' TA ,il E i ��V till VI,
Comments
is V \Ii I'\6( Ori i'l ()RID 'i i,f l rl Er,'.l
Archived
N \ 1 \L i' ri I (i i RIC CO i:,\`
Product Manufacturer C.H.I. Overhead Doors I ( Tr:
,\Nu:._
Address /Phone /Email 1485 Sunrise Drive
Arthur, IL 61911
(217) 543 -2135 Ext4309
canzelmo @chlohd.com
Authorized Signature Chris Anzelmo REVIEW DATE ' -- L)
canzelmo @chiohd.com
CITY OF ZEPHYRHILLS I I
Technical Representative Patrick J. Hunter PLANS EXAMINER
Address /Phone /Email PO Box 260
1485 Sunrise Drive, IL 61911
(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 ofIndependence_Scates 2008.pdf
Referenced Standard and Year (of Standard) standard Year
ANSI /DASMA 108 2002
ANSI /DASMA 108 2005
ASTM E330 2002
http: / /www.floridabui lding.org /pr /pr_ app_ dtl. aspx? param =wGE VXQwtDqudsDrIH6I48zJr... 3/6/2009
riorlua nulluing l oue v1111I1e i age vi
•
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 0 0 Page 1/ 2 0 0
!FL # Model, Number or Name Description
110474.1 2250, 2251, 2240, 2240 Steel Pan (25 gauge min.) hollow or laid in place
l -
polystyrene insulation
LImits of Use Installation Instructions
, Approved for use in HVHZ: No FL10474_R0_II_ BJA- 00x- 03_Jamb_Attachments.pdf
Approved for use outside HVHZ: Yes FL10474_R0_IIZ3- 09045- pan- 051608s.pdf
Impact Resistant: No Verified By: John E. Scates FL 51737
Design Pressure: +19.5/ -22.0 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 R0_AE Evaluation Report _s.pdf
'wind load requirements of the building code but DOES FL10474R0_AE_Z3- 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
lwindborne debris areas. (ref FBC 1609.1.4)
10474.2 2250, 2251, 2240, 2241 Steel Pan (25 gauge min.) hollow or laid in place
polys rene insulation
Llmlts of Use Installation Instructions
Approved for use in HVHZ: No FL10474_RO_II_ BJA- 00x- 03 Jamb Attachments.pdf
I Approved for use outside HVHZ: Yes FL10474_R0_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 FL10474 _RO_AE_Evaluation_Report_s.pdf
wind load requirements of the building code but DOES 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_RO_II _BJA- 00x- 03 _Jamb _Attachments.pdf
Approved for use outside HVHZ: Yes FL10474RO_IIZ5- 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
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_ROAE_Z5- 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)
10474.4 12250, 2251, 2240, 2241 Steel Pan (25 gauge min.) hollow or laid in place
olystyrene Insulation
;Limits of Use Installation Instructions
Approved for use in HVHZ: No FL10474_R0_II _BJA- 00x- 03_Jamb_Attachments.pdf
Approved for use outside HVHZ: Yes FL10474 _RO_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 ROAE_ Evaluation Report s.pdf
'wind load requirements of the building code but DOES FL10474RO AE_Z6- 0907- 01300s.pdf
NOT meet the impact resistant requirements for Created by Independent Third Party: Yes
http: / /www. floridabuilding .org /pr /pr_app_dtl.aspx? param =wGE V XQwtDqudsDrIH6I48zJr... 3/6/2009
rlorlua t,uiiuing moue vnnne rage D 01 O
Approved for use in HVHZ: No FL10474_RO_ II_ BJA- 00x- 03_Jamb_Attachments.pdf
Approved for use outside HVHZ: Yes FL10474_RO_II_Z9- 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 1 FL10474 RO_AE_ Evaluation _Report s.pdf
meet the wind load requirements of the building code but FL10474R0AE Z9- 1007- 01300s.pdf
;DOES NOT meet the impact resistant requirements for I 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)
;10474.16 2250, 2251, 2240, 2241 Steel Pan (25 gauge min.) hollow or laid in place
col styrene insulation
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL10474_RO_II_ BJA- 00x- 03_Jamb_Attachments.pdf
Approved for use outside HVHZ: Yes FL10474_RO_IIZ10- 10045 - pan- 051608s.pdf
Impact Resistant: No Verified By: John E. Scates FL 51737
I Design Pressure: +50.7/ -57.5 Created by Independent Third Party: No
Other: C.M.I. drawing Z10- 1007 - 01300; 10' -0" Evaluation Reports
; maximum width; The optional glazing available DOES FL10474 _ROAE_EvaluationReport_s.pdf
;meet the wind load requirements of the building code but FL10474_RO _AE_Z10- 1007- 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
,windborne debris areas. ref FBC 1609.1.4
;10474.17 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_RO_II _BJA- 00x- 03_Jamb_Attachments.pdf
Approved for use outside HVHZ: Yes FL10474_ROII_Z3- 16045- pan- 051608_alts.pdf
Impact Resistant: No Verified By: John E. Scates FL 51737
Design Pressure: +18.7/ -20.8 Created by Independent Third Party: No
Other: C.H.I. drawing Z3- 1607- 01300_alt; 16' -0" Evaluation Reports
maximum width; The optional glazing available DOES FL10474 _RO_AE_Evaluation Report _s.pdf
' ; meet the wind load requirements of the building code but. FL10474_R0_AE_Z3- 1607- 01300aits.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
windborne debris areas. (ref FBC 1609.1.4)
10474.18 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_RO II BJA- OOx- 03_ Jamb _Attachments.pdf
Approved for use outside HVHZ: Yes FL10474ROIIZ3- 16045 - pan- 051608s.pdf
Impact Resistant: No Verified By: John E. Scates FL 51737
Design Pressure: +18.7/ -20.8 Created by Independent Third Party: No
Other: C.H.I. drawing Z3 -1607- 01300; 16' -0" Evaluation Reports
'maximum width; The optional glazing available DOES FL10474_RO AE_Evaluation_ Report s.pdf
meet the wind load requirements of the building code but FL10474 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
,windborne debris areas. (ref FBC 1609.1.4)
10474.19 02250, 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_R0_II BJA- 00x- 03 Jamb Attachments.pdf
Approved for use outside HVHZ: Yes FL10474R0_II_Z4- 16045- pan- 051608s.pdf
Impact Resistant: No ; Verified By: John E. Scates FL 51737
Design Pressure: +22.2/-24.7 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 _RO_AE_Evaluation Report_ s.pdf
meet the wind load requirements of the building code but FL10474_R0_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
• • -• p y ' the impact resistant requirements for
"indbornellebrls a - as. (ref FBC 1609.1.4)
;10474.20 1 2250 , 2251, 2240, 2241 Steel Pan (25 gauge min.) hollow or laid in place
polystyrene insulation
_, of Use Installation Instructions
Approved for use in HVHZ: No FL10474ROII BJA- 00x- O3 Jamb Attachments.pdf
Approved for use outside HVHZ: Yes FL10474ROIIZ5- 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
r ioriaa tsuuaing Loae online rage o t)1 o
Other: C.H.I. drawing Z5 -1607- 01300; 16 -0" Evaluation Reports
maximum width; The optional glazing available DOES FL10474 _R0AE Evaluation _Report _s.pdf
meet the wind load requirements of the building code but FL10474 _R0_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 j
DOES comply with the impact resistant requirements for
windborne debris areas. (ref FBC 1609.1.4)
Go to Page 0 0 Page 1/ 2 0 0
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DCA Adm istmtiQ0
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
m 2000 -2005 The State of Florida. All rights reserved. Copyright arid Disclaimer
Product Approval Accepts:
Hcur:d
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CAL OVERHEAD DOORS
•
WINDBREAKE
Spa
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. -
A locking system must be installed if the door is not electrically operated.
-- �-
� - 4 igrc
Stop molding is required. A minimum 2 -1/2" long nail or screw must be used on an 8" spacing. fplrot$ Scates,P.E.
1411 LeMay Street #205 `
Carrolton. TexA; 75007
The correct selection of door and framing materials is the responsibility of the building elicits P.E.y15 I737 ,,
owner /designer following local building code directives. Use of a reinforced garage door does This ddcttnxnZ4t paes.
not constitute automatic compliance with any building code. Local building code officials
Professional E.nginee seal
determine compliance criteria. provided only for verification of
windload construction details
Copyright 2008 C.H.I. Overhead Doors FL 1104'76,
Z5- 16045- pan- 051608 t�
•
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"
lb gauge galvanized steel top fixture. screws.
— A i Each fixture attached with four 1/4" x 3/4"
IiiI screws. �-
Push nut
rev" ( 1/4" x 3/4" self drilling screw
t ''' - 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 Push nut: Slide roller into
fixture and tap push nut onto
I 1/4" x 3/4" self drilling screw 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.
16 gauge galvanized steel hinge
fastened to section with four
Flag Bracket Detail 1/4" x 3/4" screws.
•
xacoo ,1f 1117
Flag bracket attached to wall with 1/4" x 3/4" self drilling screw
three 5/16" x 1 -5/8" wood lags. I
flag bracket
kL II
Flag bracket attached to horizontal track
with two 1/4" x 5/8" track bolts and nuts. �
Oilli
Flag bracket attached to vertical track with i VIP
two 1/4" x 5/8" track b olts and nuts or
' II
riveted.
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"
door height / four sections door height / five sections track bolt or
factory riveted,
6' -6" 6' -9" 7'-0" 7' -6" 7 8' -0" 8' -3" 8' -6" 8' -9' � '
D D n/a n/a n/a 72" 69" 72" 81" 84" 87" 4 C
C 60" 63" 66" 58" 55" 58" 60" 63" 66" i \
B 35" 35" 38" 34" 31" 34" 32" 35" 38" III ri
A 10" 7" 10" 10" 7" 10" 4" 7" 10" B
Track bracket locations shown above are for doors up to five sections high.
Additional door sections may be added for a maximum door height of 14' -0 ".
One track bracket (per track) must be added for each section and spaced at a A
distance not greater than the corresponding section height. 1 i _ 4 track bracket
Z5- 16045- pan - 051608 t
Four Section High Doors
16' -0" wide
Strut Placement
III
Strut End Hinge
it _ _ � End Hinge
g ` ' End Hinge
Top Fixture IIIW
Strut
P
Strut above top fixture Strut on bottom half of hinge Strut in center of section
Detail 1 Detail 2 Detail 3
Mt •1■111bn
te Strut
i-L"
Bottom Fixture
Strut above bottom fixture
Detail 4
Optional glass lites
Intermediate hinge
i _ _ (1) i ll •. - - 1!1.1.1ilril.1117 .... 4 — :
�� strut
I ^ '- I �'I I111 -1 i 1L i* '
n =� —t1 _ __ n
n _ - _ —_ __ —_, - - -_— _= _..— —_ . _ ,,._ -- - -- -- _ strut .' pi 11111MIM■
m i— n
strut
O =111 11L I�iIL - 1 1 11 i 111 1111 dill, uili1 o11= s t
Q 6 struts total
Z5- 16045- pan - 051608
•
Five Section High Doors
18' -0" wide
Strut Placement
.........:ir Strut Hinge ph
Il
11111111 End Hinge
Top Fixture �� End Hinge
r Strut
Strut above top fixture Strut on bottom half of hinge Strut in center of section
Detail 1 Detail 2 Detail 3
Ilk.
10 --- Strut
IIIIIMINIII
Bottom Fixture
Strut above bottom fixture
Detail 4
r Optional glass lites
Intermediate hinge
1 1 — strut
® it -
I / / I / / 11 Iii, Int -,,/,- 1, -,/,
Fli _ 1 ��-- 1.
_, „........ „r ni il 9
— - -- - strut
�((h 1 111 frll rl1� 1_1 ii� I�h �I h Strut
CD ' Iii I P I I I I =II 1 di
' I ;II H II i�l 1
0 --
I11h�.�11111.. 11.11 ■h ii l1�.1 1 111 ■11.1∎ 1111 ■∎VIII S �
I I�1 (e ction number three ICI ICI l�l strut
• pr{1 1{Ip !iI I'I 1'I III I L { 4
II ��I INE
- -_ ., 3 - suet
D3 , p p 11 I
IMO �I Ii l �■i� ll i 0" strut
strut
O _ _ _ __ _ ___ _ _ _ _ ____ _
Additional sections may be added for a maximum door height of 14'-0". 8 struts total
Each additional section must have two struts as shown above in section
number three and be installed above the third section.
Z5 -16045 -pan- 051608
•
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