HomeMy WebLinkAbout09-9419 CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780 -0020 9419
BUILDING PERMIT
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Permit Number: 9419 Address: 7323 LEHIGH CT
Permit Type: ADDITION /ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434 - ADD /ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: ALPHA VILLAGE
Est. Value: Parcel Number: 35- 25- 21 -005A- 00000 -1620
Improv. Cost: 1,209.000,i >. 1 7 , �_ 7 >
Date Issued: 8/19/2009 Name: RANDALL, 164114
Total Fees: 60.00 Address: 7323 LEHIGH CT
Amount Paid: 60.00 ZEPHYRHILLS, FL. 33542
Date Paid: 8/19/2009 Phone: (813)779 -0691
Work Desc: INSTALL 10 X 7 GARAGE DOOR
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P 1 I• i•.' RVI BUIL F 60.00
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■ •TE a 2ND R•U H - LOMB M IN ULA I• IL N
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 pro . - . If you intend to obtain financing, consult with your lender or an attorney
befo - re • . rding your no - o ommencement."
ta 1 AO ar 4 t /t
'z = TRACTOR SIG ri • TURE PERMIT OFFI FR
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION — 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
' Pasco County Parcel: 35- 25- 21 -005A- 00000 -1620 001 Page 1 of 2
Search Again Show Map Generalized Building Schematic Frequently Asked Questions Estimate Taxes
Other Agency Data: Tax Collector School Board Supervisor of Elections
I Data Current as Of: I Weekly Archive - Saturday, August 08, 2009
Parcel ID II 35 25- 21 -005A- 00000 -1620 (Card: 001 of 001)
Classification II 01 - Single Family
Mailing Address Property Value
RANDALL JOANN Ag Land $0
7323 LEHIGH CT Land $19,488
ZEPHYRHILLS, FL 335401014 Building $77,906
Physical Address Extra Features $10,373
7323 LEHIGH CT
ZEPHYRHILLS, FL 33540 -1014 Market Value $107,767
Assessed (Save Our Homes) $107,767
Homestead 196.031 - $25,000
Legal Description (First 4 Lines) Non - School Additional Homestead Exemption - $25,000
See Plat for this Subdivision "`
ALPHA VILLAGE ESTATES PHASE 2 Non - School Taxable Value $57,767
PB 23 PGS 8-9 LOT 162 School District Taxable Value $82,767
OR 5804 PG 1798 Warning: A significant taxable value increase
may occur when sold. Click here for details
and info. regarding the posting of exemptions.
Land Detail (Card: 001 of 001)
Line 1 Use IlDescriptionll Zoning II Units II Type 11 Price (I Condition ll Value
1 11 0100 II SFR 11 00R2 11 7,600.00 11 SF 11 $2.54 lI 1.00 11 $19,304
( 2 II 0100 11 SFR 1 00R2 II 448.00 0 SF 11 $0.41 (1 1.00 lI $184
Additional Land Information
Acres 11 0.18 11 Tax Area 11 30ZH 11 FEMA Code Il X 11Residential Codell ALFALP1
Building Information - Use 01 - Single Family Residential (Card: 001 of 001)
Year Built 1988 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 I Description (I Sq. Feet () Repl. Cost New
1 1 BAS 1 1 1,280 lI $77,286
2
3 11 FGR I 520 (I $3,804
II $12,559
4 11 FOP 1 64 11 $966
Extra Features (Card: 001 of 001)
Line 11 Description 1 Year lI Units 11 Value
1 II DWC I 1988 () 900 () $1,091
2 II POOL -6V 1989
$4,175
3 11 COOL DK 1 1989 11 13 39 (I $3,030
4
5 11 PVCF SF 1 2003 lI 1,531
1I $1,378
I1 0 $699
Sales History
1
http: // appraiser. pascogov. com / search /parcel.aspx ?sec= 35 &twn= 25 &rng=21 &sbb= 005A &... 8/12/2009
813- 780-0020 City of Zephyrhills Permit Application Fax -813- 780 -0021
Building Department Qf /
lit 11 1 1
Dab Received �
Phone Contact for Permittirl • EU Fill_ J ..IN
Owner's NameIIIM MSIBA111 \`3BI1 Owner Phone Number h .
Owner's Address 1 1 L.) 1 Pagi (* 1 Owner Phone Number I
Fee Simple Titleholder Name I I Owner Phone Number 1 1
Fee Simple Titleholder Address I 1
JOB ADDRESS h22) Leit and C (` 1 LOT* I h --
SUBDIVISION ���( I �t't 1 PARCELID*I 3 22-'1 — th- ^ ito2 o I
" 7^ (OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADD /ALT Et SIGN n MOVE n DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR r i COMM Q OTHER 1 I
TYPE OF CONSTRUCTION Q BLOCK n� FRAME Q STEEL Q OTHER 1 I
DESCRIPTION OF WORK QOptelit n ilicr ttt z. 10K I
BUILDING SIZE 1 "T SQ FOOTAGE I 1 HEIGHT I I
n BUILDING I$ + 1' ."1 , p° VALUATION OF TOTAL CONSTRUCTION
n ELECTRICAL $ IQ. I AMP SERVICE n PROGRESS ENERGY Q W.R.E.C.
n PLUMBING 1 I
n MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
I GAS Q ROOFING n SPECIALTY n OTHER
FINISHED FLOOR ELEVATIONS FLOG A DNE AREA =YES NO
BUILDER � , ,1 A_ COMPANY it ' s ' V
SIGNATURE REGISTERED REGISTERED ® FEE CURRENT Y / N
Address I 1 license. I 1
ELECTRICIAN COMPANY 1 I
SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I
Address I I I 1
License*
PLUMBER COMPANY I I
SIGNATURE 1 Y / N
REGISTERED I FEE CURRENT I Y/ N I
Address (
1 License* I 1
MECHANICAL COMPANY I I
SIGNATURE REGISTERED I Y/ N I FEE CURRENT 1 Y/ N I
Address I 1 License. 1 1
OTHER COMPANY I I
SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I
Address I
1 License*
•
I
RESIDENTIAL Attadt (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) worldng days after submittal date. Required onsite. Construction Plans, Stonnwater Plans w/ Silt Fence Installed,
Sanitary Facilities & 1 dumpster, Site Work Permit for subdivisions/large project
COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R -O -W Pernik for new construction.
Minimum ten (10) working days after submittal dale. Required onsite, Construction Plans, Stomlwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 durnpster. Site Work Permit for all new project. Ail 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
H over 12500, a Notice of Commencement Is required. (A/C upgrades over 15000)
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 govemment 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, Waterlwastewater 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 onty to fill the area within the stem wall.
tf 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. 1 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 RFSORDING YOUR NOTICE OF C MENCEMENT.
FLORIDA JURAT (F.S. 117.03)
OWNER OR AGENT (r �yyalH �� • TRACTO
` bawom i 1 r2m. { rec1 ) -this •
Salmi . to (or, �r ) s
7 " . is/a rsonay known to me or h:: : ve produced �. i
as - Personalty kraxm`tO me or ha produced
�, •: Lion.
X61„ !AIL P
Not ary Public l �� ` tit �
STA1'F OFFLORIDA
� ^ fission No. r,P or r LORIDA Commis ion Na, : ' '' Kira _I-Tar n2n
lrA t}amtfi� Commi pion
i4a ii i toil , ° A
Commission ' 8162
Name of Not � ' �I�CO
� d r =' s , ' 1),g18 62 Name of Notary typed, printed or stamped L.%plres r, X012
, '
I � % 7. [1 RO.YDED THRU A t ,ti ,,±;,; CO. IN
BONDF. Ta1IU AILAN'C[C. BONDING CO., INIIC
4
_____
/-
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: P ►. r c5 VC.
Date Received: g - 1 f -o 9
Site: 3 1.e /54 c
Permit Type: /Q °p ' t 717Ar Jura Dear lvl`7
Approved w /no comments: Approved w /the below comments: ❑ Denied w /the below comments: ❑
This comment sheet s • .11 be kept with the permit and/or plans.
1 / 62y
K in Switze,' ans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
UG -10 -2009 09:41 From:PRECISION DOOR SUC. 7275307216 To:8138764327 P.1/1
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1 CLEARWATER, FL 33760 0 (0 10
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Affairs Product Approval Menu > Product or Application Search > Application List > Application Detail
FL # FL10474
Application Type New
Code Version 2007
Application Status Approved
• Comments
•`
L,9
Product Manufacturer C.H.I. Overhead Doors /S d • -s:
Address /Phone /Email 1485 Sunrise Drive
Arthur, IL 61911
(217) 543 -2135 Ext 4273
jcampbeil @chiohd.com
Authorized Signature Jim Campbell
jcampbell@chiohd.com
Technical Representative Patrick J. Hunter
Address /Phone /Email PO Box 260 SgONYNICI80 STIIWdAHEZ 40 A.LIO
1485 Sunrise Drive, IL 619
(217) 543 -2762 UIV ffUOO 3 1111.O3D ZVNOI,IVN Iwo
phunter @chiohd.com DNIQ'Ilflg VQRI0 - j `Sdu00 DNITIYAJd
Quality Assurance Representative Shawn Yurkovich - 11V HIM AZdYAIOO TIVHS
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
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. Florida Building Code Online Page 2 of 6
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
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1 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
II , Approved for use in HVHZ: No FL10474 RO II BJA- O0x -03 Jamb Attachments.pdf
Approved for use outside HVHZ: Yes FL10474 RO II Z3 -09045 p n- 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 RO AE Evaluation Report s.pdf
wind load requirements of the building code but DOES FL10474 RO A E Z3- 0907- 01300
NOT meet the impact resistant requirements for Created by Independent Third Party: Yes
windbome debris regions. This product without glazing
DOES comply with the impact resistant requirements for
windbome debris areas. (ref FBC 1609.1.4)
,110474.2 12250, 2251, 2240, 2241 Steel Pan (25 gauge min.) hollow or laid in place
polystyrene Insulation
I
Limits o f Use Installation Instructions
I 1
Approved for use In HVHZ: No FL10474 RO II BJA- 00x -03 Jamb Attachments. p df
II
Approved for use outside HVHZ: Yes FL10474 RO II Z4 -09045 pan- 051608s.pdf
1 , Impact Resistant: No Verified By: John E. Scates FL 51737
I Design Pressure: +23.2/ -26.2 Created by Independent Third Party: No
1I 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
j'windborne debris regions. This product without glazing
I I DOES comply with the impact resistant requirements for
windbome debris areas. (ref FBC 1609.1.4)
110474.3 12250, 2251, 2240, 2241 Steel Pan (25 gauge min.) hollow or laid in place
II polystyrene Insulation
Limits of Use (Installation Instructions
Approved for use in HVHZ: No
' FL10474 RO BJA 00x -03 Jamb Attachments.pdf
Approved for use outside HVHZ: Yes FL10474 RO II Z5 09045- pan- 051608s.pdf
Impact Resistant: No
P ' 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
Iwidth; The optional glazing available DOES meet the I FL10474 RO AE Evaluation Report s.p_df
; wind load requirements of the building code but DOES
IFL10474 RO AE 0907- 01300
!NOT meet the Impact resistant requirements for I Created by Independent Third Party: Yes
windbome debris regions. This product without glazing
I, DOES comply with the impact resistant requirements for
'!windbome debris areas. (ref FBC 1609.1.4)
10474.4 12250, 2251, 2240, 2241 Steel Pan (25 gauge min.) hollow or laid in place
Ipolystyrene insulation
I Limits of Use ' Installation Instructions
Approved for use in HVHZ: No I FL1 RO II BJA- 00x -03 Jamb Attachments.pdf
Approved for use outside HVHZ: Yes _FL10474 RO II_Z6 09045- pan- 0.51608s.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 RO_AE Report s.pdf
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. Florida Building Code Online Page 3 of 6
,wind Toad requirements of the building code but DOES FL10.4.74 RO AE Z6- 0907- 01300spdf
NOT meet the Impact resistant requirements for Created by Independent Third Party: Yes
windbome debris regions. This product without glazing
DOES comply with the Impact resistant requirements for
windbome debris areas. (ref FBC 1609.1.4)
! 10474.5 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 Jam_ b Attachments.pdf
Approved for use outside HVHZ: Yes ; FL10474 RO II Z7 09045- pan- 051608spdf
Impact Resistant: No Verified By: John E. Scates, P.E. FL 51737
Design Pressure: +36.0/ -40.6 Created by Independent Third Party: No
Other: C.H.I. drawing Z7- 0907 - 01300; 9' -0" maximum Evaluation Reports
jwidth; The optional glazing available DOES meet the FL10474 ROAE Evaluation Report s.pdf
Ind load requirements of the building code but DOES FL10474_RO AE Z7- 0907- 0i300s.pdf
NOT meet the impact resistant requirements for Created by Independent Third Party: Yes
windbome debris regions. This product without glazing
DOES comply with the impact resistant requirements for
Iwindborne debris areas. (ref FBC 1609.1.4)
I i 10474.6 12250, 2251, 2240, 2241 Steel Pan (25 gauge min.) hollow or laid in place
polystyrene Insulation
ILimits 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 II Z8 -09045 pan- 051608s.pdf
Impact Resistant: No Verified By: John E. Scates FL 51737
1 Design Pressure: +38.3/ -43.5 i Created by Independent Third Party: No
1, Other: C.M.I. drawing Z8- 0907 - 01300; 9' -0" maximum ' 'Evaluation Reports
1, width; The optional glazing available DOES meet the j FL10474 RO AE Evaluation Report s.pdf
!wind load requirements of the building code but DOES FL10474RO Z8- 0907- 01300s.pdf
1 NOT meet the impact resistant requirements for I Created by Independent Third Party: Yes
jlwindbome debris regions. This product without glazing
,DOES comply with the impact resistant requirements for
windborne debris areas. (ref FBC 1609.1.4)
'!10474.7 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 RO BJA- 00x -03 Jamb Attachments.pdf
Approved for use outside HVHZ: Yes FL10474 ROII Z9 09045 - pan- 051608s.pdf
, Impact Resistant: No Verified By: John E. Scates FL 51737
I Design Pressure: +44.3/ -51.5 Created by Independent Third Party: No
Other: C.H.I. drawing Z9- 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 Z9 0907- 01300s.pdf
NOT meet the impact resistant requirements for Created by Independent Third Party: Yes •
iiwlndbome debris regions. This product without glazing
iDOES comply with the impact resistant requirements for
Iwindborne debris areas. (ref FBC 1609.1.4)
i 10474.8 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 FL10474 RO II BJA- 00x -03 Jamb Attechments,pdf
Approved for use outside HVHZ: Yes FL10474 RO II Z10 -09045 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- 0907 - 01300; 9' -0" Evaluation Reports
II maximum width; The optional glazing available DOES FL10474 RO AE Evaluation Repo rt s.pdf
meet the wind load requirements of the building code but FL10474 RO A 1
_ E Z10 0907 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
+,windbome debris areas. (ref FBC 1609.1.4)
1;10474.9 12250, 2251, 2240, 2241 Steel Pan (25 gauge min.) hollow or laid in place
E polystyrene insulation
Limits of Use installation Instructions
Approved for use In HVHZ: No FL10474 II BJA- 00x -03 Jamb Attachments.pdf
,I Approved for use outside HVHZ: Yes FL10474 RO II Z3 10045- pan- 051608s.pdf
' Impact Resistant: No Verified By: John E. Scates FL 51737
'i Design Pressure: +19.5/ -22.0 Created by Independent Third Party: No
Other: C.H.I. drawing Z3- 1007 - 01300; 10' -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_RO AE Z3- 1007- 01300s.pdf
II DOES NOT meet the impact resistant requirements for Created by Independent Third Party: Yes
1 windbome debris regions. This product without glazing
!'DOES comply with the impact resistant requirements for
http : / /www, floridabuilding .org/pr /pr_app_dtl. aspx? param =wGEVXQwtDqudsDrIH6I48zJ... 8/10/2009
. Florida Building Code Online Page 4 of 6
lwindbome debris areas. (ref FBC 1609.1.4) d
10474.10 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 00x -03 JambAttachments.pdf
Approved for use outside HVHZ: Yes FL10474 RO II Z4- 10045pan- 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- 1007 - 01300; 10' -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 RO AE Z4- 10Q7- 01300spdf
"DOES NOT meet the impact resistant requirements for Created by Independent Third Party: Yes
windbome debris regions. This product without glazing
!DOES comply with the Impact resistant requirements for
( windbome debris areas. (ref FBC 1609.1.4)
10474.11 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 RO IIZ5 -10 045 pan- 01608s.pdf
Impact Resistant: No
Verifie
By: John E. Scates FL 51737
Design Pressure: +27.3/ -30.8
Other: C.H.I. drawing Z5 -1007- 01300; 10' -0" Evaluation Created by Reports Independent Third Party: No
maximum width; The optional glazing available DOES
FL10474 RO AE Evaluation Report s,pdf
C ,meet the wind load requirements of the building code but FL10474 AE Z5 -1007 01300s.pdf
'DOES NOT meet the Impact resistant requirements for Created by Independent Third Party: Yes
'windbome debris regions. This product without glazing
!DOES comply with the Impact resistant requirements for
I l iwindbome debris areas. (ref FBC 1609.1.4)
10474.12 12250, 2251, 2240, 2241 Steel Pan (25 gauge min.) hollow or laid in place
polystyrene Insulation
Limits of Use Installation Instructions p
Approved for use in HVHZ: No FL10474 RO II BJA- 00x-03 Jamb Attachments. df
Approved for use outside HVHZ: Yes FL10474 RO II Z6 10045- 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- 1007 - 01300; 10' -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 RO AE Z6- 1007- 01300spdf
DOES NOT meet the impact resistant requirements for Created by Independent Third Party: Yes
';wlndborne debris regions. This product without glazing
DOES comply with the Impact resistant requirements for
;DOES debris areas. (ref FBC 1609.1.4)
10474.13 !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 FL10474 RO II BJA- 00x -03 Jamb Attachments.pdf
Approved for use outside HVHZ: Yes FL10474 RO II Z7- 10 pan- 051608s.pdf
Impact Resistant: No Verified By: John E. Scates FL 51737
Design Pressure: +36.0/ -40.6 Created by Independent Third Party: No
Other: C.N.I. drawing Z7- 1007 - 01300; 10' -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 RO AE Z7- 1007- 01300s.pdf
I DOES NOT meet the impact resistant requirements for Created by Independent Third Party: Yes
windborne debris regions. This product without glazing
IIDOES comply with the impact resistant requirements for
1 windborne debris areas. (ref FBC 1609.1.4)
10474.14 12250, 2251, 2240, 2241 'Steel Pan (25 gauge min.) hollow or laid in place
1 polystyrene insulation j
Limits of Use Approved for use outside No Yes Installation Instructions
Approved in HVHZ: �
' FL10474 RO II BJA OOx -03 Jamb Attachments,pdf
FL10474 28 pan- 051608s.pdf
■ Impact Resistant: No Verified By: John E. Scates FL 51737
Design Pressure: +38.3/ -43.5 Created by Independent Third Party: No
Other: C.H.I. drawing Z8- 1007 - 01300; 10' -0" ,Evaluation Reports
i maximum width; The optional glazing available DOES ; FL10474R0AE Evaluation Reports,pdf
meet the wind load requirements of the building code but, FL10474 RO AE 28- 1007- 01300s.xdf
DOES NOT meet the impact resistant requirements for I Created by Independent Third Party: Yes
Iwlndbome debris regions. This product without glazing
DOES comply with the Impact resistant requirements for
I debris areas. (ref FBC 1609.1.4)
1 10474.15 12250, 2251, 2240, 2241 Steel Pan (25 au a min.) hollow or laid in
9 9 ) d place
polystyrene
In
sulation
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