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Home My WebLink About12-13741 CITY OF ZEPHYRHILLS , 5335-8TH SIREET (s13)�so-oo20 13741 BUILDING PERMIT Permit Number: 13741 Address: 5942 13TH ST 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: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-39900-0000 Improv. Cost: 1,700.00 Date Issued: 1/04/2013 Name: BONEL, ANTHONY Total Fees: 67.50 Address: 5942 13TH ST Amount Paid: 67.50 ZEPHYRHILLS FL 33542 Date Paid: 1/04/2013 Phone: Work Desc: INSTALL TWO GARAGE DOORS 9 X7 .5 , 4 i� �� •✓ �r ` f / � � • I v � _ � 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� plans not at job site g)work not aocessible. 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. "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." Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O. CONTRA SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER i 813-780-0020 City of Zephyrhills Permit Application � �� 1•�•��' Fax-813-780-0021 Building Department ..- i ��A Date Received �r Phone Contact f r Permitting �l.� d'�G -- ..3.ZG•-- �-�- "�J Owner's Name i � /q, Owner Phone Number . Owner's Address Z�("1�� Owner Phone Number[ Fee Simple Titleholder Name Owner Phone Number[ Fee Simple Titleholder Address JOB ADDRESS S� 'yZ �,3,�, �. � LOT# � SUBDIVISION (. / O� Z' /�S, PARCEL ID# /�".2(�:Z/— (,YJ�6� �'I�OD'�d (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR e ADD/ALT Q SIGN Q MrJVE � DEMOLISH INSTALL REPAIR PROPOSED USE � SFR � COMM Q OTHER � TYPE OF CONSTRUCTION � BLOCK � FRAME Q STEEL Q O'fHER DESCRIPTION OF WORK �C� ,a� Ct �p� X C�F �,S ,'�7y: .3G BUILDING SIZE �� SQ FOOTAGE HEIGHT � BUI�DING $ /''��Q — VALUATION OF TOTAL CONSTRUCTION � ELECTRICAL $ � AMP SERVICE � PROGRES:i ENERGY � W.R.E.0 � PLUMBING $ � ��„!� � `f 0 MECHANICAL $ � VALUATION OF MECHANICAL INSTALLATION � GAS � ROOFING 0 SPECIALTY � OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA �YES ��NO BUILDER � �� ROMP RNY� �-G.�i� �v�i'"EN� Y/��S . SIGNATURE Address J! ,3•2 . � e� Y � License# .��7�y ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURRENT Y/N Address License# � PLUMBER COMPANY � SIGNATURE REGISTERED Y/ N FEE CUf2RENT Y/N Address License# � MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CUI�RENT Y/N Address License# � OTHER COMPANY � SIGNATURE REGISTERED Y/ N FEE CURRENT Y/N Address License# RESID�NTIAL 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 pius a Life Safety Page;(1)set of Energy Forms.R-O-V�!Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Pians 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(PIoUSurvey/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 IMPACTIUTILITIES 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, witl 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'SIOWNER'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. - Depa�tment 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) OWNER OR AGENT CONTRACTOR Subscr bed and swor o(or affirm d)before me this Subscribed and sworn to(or affirme before me this � by � /,Z /Z b :4 0 Who s� a y known me or has/have produced Who Is/ ersonally know�r to me or has/have produced as identificallon. as identification. � otary Public pti�1�4' i/�"'� C. � NotarY P�uR�I�'g ��1, �� ,�ti , Commissfon No. ,��`yeS�ti��C�mmission No. � . � 9y _ � � r;r.,�,?C1q � � ' � ��, ;� cv Name of Notary typed,printed or stamped - � Name of Notary typed,printed or stamped � •� �• \ `\� ., � j,'�s n , : 13th Street-Google Maps Page 1 of 1 ,�``j 1 i�..�■�� Address 13th Street �� Address is approx�mate � fl �CyJ £,=. _��'€, , . _ . _ ' .'.I�::;. _:�q*=`:��_ a z'.:r ..._�.,_ _ � ..� ' -__ i � �� - 9x�� 3� � s�� s-9S�2 /3� �� S �" �. r X �J � http://maps.google.com/maps?q=5942+13th+St,+Zephyrhill s,+FL&s11=2824425 5,-82.17... 12/18/2012 i.�-- 2 f '`"�lC�_t�4� ._!'1J�� _�� [S\' f1..Y[Atl�R- t :,�� . �, City of Zephyrhills BUILDING PLAN REVIEW COMMENTS —�---`� f, � � , .r Contract�'/Homeowner: � ..�'��1�p '`. � , " ��/�r� �/�Y�'S� �.... '_..-.._ - � � � Date Received: f. l y — f`� Site: __ �� /�! `� r�� r�1 0 Permit Type: � ,� Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the perinit and/or plans. l� -��2 Kal ' S ' —Plans Examiner Date Contractor and/or Homeowner (Required when comments aze present) Florida Building Code Online Yage 1 of 7 ' � .e�... . . � �r,: *� � �� BCIS Home log In User Registration Hot Topics Submit Surcharge Stats&Facts Publicatlons FBC Staff BCIS Site Map Links Search Business Professional �; ; ��E Product Approval USER:Public User �ilii1�11Yii171iYaWFji�{1ifilWa ProJuct Aopruval Menu>Produd or Aopiication Search>A li wn List>Ap �ication Detai FL# FL15279-R1 Application Type Revision Code Version 2010 Application Status Approved *Approved by . Approvals by DCA shall be reviewed and ratified by the POC a /or the Commission if necessary. Comments Archived Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 (513) 770-6062 mwesterfield@clo��c��;�Sf;.��i.L�'"i,�;�j i-'s':-l;"��_yL� PTI:t:=1IL(\'G Ci;D}:�. i i n;�Z1D:�[3U�LDI1`�G Authorized Signature Scott Hamilton (�r�L �,:�I�j�1'��,��j i ��j�`x`�€��)E�`iD shamilton@c�opaY�C?Ft;��PTd't'�;�.�i�L�; �;'.L1vi,-,�'C'CS Technical Representative � Address/Phone/Email Quality Assurance Representative l Address/Phone/Email �. . � ��` {,`=`a 1:�. �+1-��-'� ., y-, � '�t='c , t r..,�� - —_ ��, rvl � �,°.._ Cate o :� �'1`R` �� 9 rY Exterior poors -:��Ij�j��•� (� Subcategory Sectional Exterior poor Assemblies �`' Compliance Method Certification Mark or Listing Certification Agency Intertek Testing Services NA Inc. - ETL/Warnock Hersey Validated By Gary Pfuehler Validation Checklist- Hardcopy Received Referenced Standard and Year(of Standard) �ndard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15279 R1 Equiv 20120306 - FBC - DASMA 115 equiv.pdf hrip://www.floridabuilding.org/pr/pr_app_dtl.aspx?pazam=wGEVXQwtDqv3yWKJZ 1 QRAbbA5BZk19... 8/23/2012 Florida Building Code Online Page 2 of 7 Product Approval Method Method 1 Option A Date Submitted 06/18/2012 Date Validated 06/21/2012 Date Pending FBC Approval Date Approved 07/02/2012 - -- - -------- — ----- ---- ------------ ------- Summary of Products - ------------- ------ Go to Page � i� O Page 2/7/� � i FL# Model, Number or Name Description 15279.21 021 W4-16 PAN-2F443: G4S, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) GS4, GD4S, GR4S, G4SV, G54V, Double-Car(9'2"to 16'0"wide) WINDCODEp W4 Garage GD4SV, GR4SV, E4S, ED45, Door E4SV, ED4SV, SS4, AR4S, SS4V, AR4SV Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R1 C CAC Letter with proof of contract and Approved for use outside HVHZ:Yes proof of ins�ection odf Impact Resistant: No FL15279 R1 C CAC W4 Li<;tinq Intertek.pdf � ' Design Pre,ssure: +25 PSF/-25 PSF Quality Assurance Contract Expiration Date Other:The standard glazing available for this product 05/21/2028 meetr the wind load requirements of the building code Installation Instructions but DOES NOT meet the impact resistant requirement for FL15279 R1 II 103454-B-Rev06.odf ;windborne debris regions. Verified By: Intertek Testing Services NA Inc. - �'UWarnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.22 022 W4-16 PAN-2F446: G4L, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) GL4, GD4L, GR4L, G4LV, GL4V, Double-Car(9'2"to 16'0"wide) WINDCODEp W4 Garage � GD4LV, GR4LV, E4L, ED4L, E4LV, Door ED4LV, SL4, AR4L, SL4V,AR4LV Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R1 C CAC Letter vv_ith proof of contract and Approved for use outside HVHZ: Yes proof of ins�ection pdf Impatt Resistant: No FL15279 R1 C CAC W4 List:ina Intertek.odf , Design Pressure: +25 PSF/-25 PSF Quality Assurance Contrack Expiration Date Other:The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code Instatlation Instructlons but DOES NOT meet the impact resistant requirement for FL15279 R1 II 103454-B-Rev06.�df windborne debris regions. Verified By: Intertek Testing Services NA Inc. - ETUVI►arnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.23 023 W4-16 SPO-2F449: Grand Steel Pan (min. 24 ga.) with Overlay Double-Car(9'2"up ; Harbor, Stone Manor to 16'0"wide) WINDCODEp W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVH2: No Ft15279 R1 C CAC Letter with proof of contract and Approved for use outside HVHZ: Yes proof of insnection odf Impact Resistant: N/A FL15279 R1 C CAC W4 List�nQ Intertek.odf ; Design Pressure: +24 PSF/-24.5 PSF Quality Assurance Contract Expiration Date Other:The OPTIONAL glazing available for this product OS/21/2028 meets the wind load requirements of the building code Installation Instructions but DOES NOT meet the impact resistant requirement for FL15279 Ri II 103550-Rev06.pdf windborne debris regions. The product without glazing Verified By: Intertek Testing Services NA Inc. - DOES comply with the impact resistant requirement for ETL/Warnock Hersey windborne debris regions (ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: �ttp:�/www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqv3yVVKJZ1QRAbbA5BZk19... 8/23/2012 Plorida Building Code Online Page 5 of 7 AR1LP, EDiSP, EDiLP Single-Car(up to 9'0"wide) WINDCODEO W5 Garage Door Limits of Use Certification Agency Certificate � Approved for use in HVHZ: No FL15279 R1 C CAC Letter with �roof of contract and Approved for use outside HVHZ: Yes proof of ins�ection pdf Impact Resistant: N/A FL15Z79 R1 C CAC W5 Listinq Intertek �df Design Pressure: +30 PSF/-32 PSF Quality Assurance Corrtract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code Installation Instructions ' but DOES NOT meet the impact resistant requirement for F1i5279 Rl II 103971-Rev02.�df windborne debris regions. The product without glazing Verified By: Intertek Testing Services NA Inc. - DOES comply with the impact resistant requirement for ETL/Warnock Hersey windborne debris regions (ref 1609.1.4 FBC). Created by Independent Thurd Party: Evaluation Reports Created by Independent Third Party: 15279.33 033 W5-09 DSIEO-iF479: Double Skin Insulated EPS (exterior skin 27 ga. min.; Coachman/Settlers/Affinity interior skin 27ga. min.) with OveHay Single-Car(up to 9'0"wide) WINDCODEp W5 Garage Door Limits of Use Cer 't�f'ication Agency Certificate Approved for use in HVHZ: No FL15279 R1 C CAC Letter with proof of contract and Approved for use outside HVHZ: Yes proof of ins�ection odf Impact Resistant: N/A FL15279 Rl C CAC W5 Listinp Intertek.pdf Design Pressure: +33 PSF/-37 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product OS/21/2028 meets the wind load requirements of the building code Installation Instructions but DOES NOT meet the impact resistant requirement for FL15279 Rl II 102996-Rev06.odf windborne debris regions. The product without glazing Verified By: Intertek Testing Services NA Inc. - DOES comply with the impact resistant requirement for ETL/Wamock Hersey windborne debris regions (ref 1609.1.4 FBC). Created by Independent Thi�rd Party: Evaluation Reports Created by Independent Third Party: 15279.34 034 W5-09 DSIU-iF171: 9200, Double-skin Insulated PUR(exterior skin 27 ga. min.; 9201, 9203, HDP20, HDPF20, interior skin 27 ga. min.) Single-Car(up to 9'0"wide) FiDPL20, 7200, 7201, 7203, 8200, WINDCODE� W5 Garage Do�x 8201, 8203 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 Rl C CAC Letter with �roof of contract and Approved for use outside HVHZ: Yes proof of insoection �df Impact Resistant: N/A FL15279 R1 C CAC W5 Li�,tinq Intertek.odf Design Pressure: +30 PSF/-32 PSF Quality Assurance Contract Expiration Date Other:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code Installation Instructions but DOES NOT meet the impact resistant requirement for FL15279 R1 II 104188-RevOl.odf windborne debris regions. The product without glazing Verified By: Intertek Testing Services NA Inc. - DOES comply with the impact resistant requirement for ETL/Warnock Hersey windborne debris regions (ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: � 15279.35 035 W5-09 DSIUO-1K479: Double Skin Insulated PUR(exterior skin 27 ga. min.; Canyon Ridge/Brookstone interior skin 27ga. min.) with Overlay Single-Car(up to 9'0"wide) WINDCODEp W5 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVFIZ: No FL15279 Rl C CAC Letter vvith oroof of contract and Approved for use outside HVH2: Yes proof of insnection �df Impact Resistant: N/A FL15279 R1 C CAC W5 Listinq Intertek pdf Design Pressure: +30 PSF/-32 PSF Quality Assurance Contract Expiration Date Other:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code Installation Instructions but DOES NOT meet the impact resistant requirement for FL15279 Ri II 104459-Rev0l.odf windborne debris regions. The product without glazing Verified By: Intertek Testing Services NA Inc. - DOES comply with the impact resistant requirement for ETL/Warnock Hersey windbome debris regions (ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Thirci Party: 15279.36 0 6 W5-09 PAN-2F151: 84A, 94, Steel Pan (min. 25 ga.) Single-Car(up to 9'0"wide) 3, 75, 1500, 190, 76, 76V, WINDCODEQ W5 Garage Door 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 486, 42B, 55S, GDSS, GD55V, GRSS, GRSSV, ARSS, ARSSV, EDSS, EDSSV http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqv3y V VKJZ 1 QRAbbA5BZk19... 8/23/2012 r'(onda�iui.lding Code Online Page 6 of 7 Limits of Use Certification A en Approved for use in 9 �y Certificate Approved fpr u��. FL15279 R1 C CAC Letter with �roof of contract and �e-R�: Yes proof of ins�ection odf Impact Resi : Yes FL15279 R1 C CAC WS Listinq Intertek �df Design Pres re: +30 PSF/-32 PSF - Other: Solid oors(no glazing) or do with optional 05�2��28urance Contract Expiration Date impact-resista t glazing are imp -resistant(large Installation I�structions missile impact). FL15279 Rl II 102110-A-Rev17.Qclf Venfied By: Intertek Testing Services NA Inc. - ETU►Narnock Hersey Created by Independent Third Party; Evaluation Reports � Created by Independent Third Party: ' 15279.37 037 W5-09 PAN-2F151: 84A, 94, Steei Pan (min. 25 ga.) Single-Car(up to 9'0°wide) 73, 75, 1500, 190, 76, 76V, WINDCODEp W5 Garage D�or 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 48B, 42g, 555, GD55, GDSSV, GRSS, GRSSV, ARSS, ARSSV, EDSS, EDSSV , L�imits of Use Certifc,ation Agency Certificate pp oved for use in HVH2: No FL15279 R1 C CAC Letter with oroof of contract and Approved for use outside HVHZ: Yes proof of inspection odf Impact Resistant: No FL15279 R1 C CAC WS Listinq Intertek odf Design Pressure: +30 PSF/-32 PSF Other: The standard glazing available for this product 05�2��28urance Contract Expiration Date meets the wind load requirements of the building code Installation Instructions but DOES NOT meet the impact resistant requirement for FL15279 Ri II 102110-B-Revl7,odf windborne debris regions. Venfied By: Intertek Testing Services NA Inc. - �UWarnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.38 038 W5-09 PAN-2F441: G4S, Gallery/Artistry/Expressions Stee! Pan (min. 24 ga.) GS4, G4L, GL4, GD4S, GD4L, Single-Car(up to 9'0"wide) WINDCODEp W5 Garage GR4S, GR4L, G4SV, GS4V, G4LV, Door GL4V, GD4SV, GD4LV, GR4SV, � GR4LV, E4S, E4L, ED4S, ED4L, E4SV, E4LV, ED4SV, ED4LV, SS4, S14,AR4S, AR4L, SS4V, SL4V, AR4SV, AR4LV Amits of Use Cert�cation Agency Certificate pproved for use in HVHZ: No FL15279 R1 C CAC Letter vvit_h�roof of contract and Approved for use outside NVNZ: Yes proof of insoection pdf Impact Resistant: N/A FL15279 R1 C CAC W5 List:inq Intertek odf Design Pressure: +30 PSF/-32 PSF Other:The OPTIONAL glazing available for this product p5�2%2028urance Contract Expiration Date meets the wind load requirements of the building code Installation Instructions ; but DOES NOT meet the impact resistant requirement for FLi5279 R1 II 103487-Rev06.pdf windborne debris regions. The product without glazing Verified By: Intertek Testing Services NA Inc. - DOES comply with the impact resistant requirement for ETL/Warnock Hersey windborne debris regions (ref 1609.1.4 FBC . � Created by Independent Third party; Evaluation Reports Created by Independent Third party; 15279.39 039 W5-09 PANSP-2F151: 73SP, Steel Pan (min. 25 ga.) Single-Car(up to 9'0"wide) 15SP, 76SP, 76VSP WINDCODEp W5 Garage Door Limits of Use Approved for use in HVHZ: No Ce��tion Agency Certificate FL15279 R1 C CAC Letter with oroof of contract and Approved for use outside HVNZ: Yes Impact Resistant: No Aroof of insoection �df Design Pressure: +32 PSF/-37 PSF FL15279 R1 C CAC W5 Listinq Intertek odf Other:The standard glazing available for this product 05�2��urance Contract Expiration Date meets the wind load requirements of the building code Installation Instructions but DOES NOT meet the impact resistant requirement for FL15279 R1 II 103556-B-Rev06.�df windborne debris regions. Verified By: Intertek Testing Ssrvices NA Inc. - �U�Narnock Hersey Created by Independent Third Party; Evaluation Reports Created by Independent Third party; 15279.40 040 W5-09 PANSP-2F151: 73SP, Steel Pan (min. 25 ga.) 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