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Home My WebLink About11-12372 . � CITY OF ZEPHYRHILLS 5335 - 8TH STREET (sis)�so-oo20 12372 BUILDING PERMIT Permit Number: 12372 Address: 5826 17TH ST Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s):20,21 & 22 Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-07500-0200 Improv. Cost: 800.00 Date Issued: 9� 3-// Name: BOYETTE, ASHLEY Total Fees: 60.00 Address: 5826 17TH ST Amount Paid: 60.00 ZEPHYRHILLS, FL. 33542 Date Paid: 9/23/2011 Phone: (813)778-3738 Work Desc: REPLACE GARAGE DOOR SIZE/SIZE ,� , �,n � r� / ' � _�/ � � J) � 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. REINSPECiION 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 t) 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. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your properly, 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 pertormed in accordance with Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O. ��, � CONT TOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER s�s-�so-oozo City of Zephyrhills Permit Application Fax-813-780-0021 Building Department a Date Received � ,�� g13 yy� __ D 93'7 � Phone Contact for Permittin i��i� - - rrr�i Owner's Name fl�h �� t� ��. Owner Pho�e Number ��3� 7�D — c� � 3� Owner's Address 5 a �� 5�. Ze r1) �( S � Owner Phone Number � Fee Simple Titleholder Name � Owner Phone Number � � Fee Slmple Titleholder Address JOB ADDRESS �� I� S� • L'C I/�l �,�5 1'L J � LOT # aU�� I � d'a SUBDIVISION �,��.-y cyE-zcPryrrl PARCELID# ��'� - al� - dO�Q' � �O (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR � ADD/ALT � SIGN Q � DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM Q OTHER TYPE OF CONSTRUCTION � BLOCK Q FRAME O STEEL Q DESCRIPTION OF WORK e IA fCt C d0lT� S1 Z�G �j�( SI "ZE. BUILDING SIZE � SQ FOOTAGE � HEIGHT QBUILDING $ VALUATION OF TOTAL CONSTRUCTION �'u0 . c� O QELECTRICAL $ AMP SERVICE � PROGRESS ENERGY � W.R.E.C. QPLUMBING $ 2 2�] v l 1 QMECHANICAL $ VALUATION dF MECHANICAL INSTALLATION � OGAS Q ROOFING Q SPECIALTY � OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA �YES NO BUILDER � c r COMPANY D� D 6Qr� ��O r S SIGNATURE �{- REGISTERED Y/ N FEE CURRE� Y/ N Address � �/�/7 �,S/)� [. `�a 3 a License# l�U(��aSb avJ ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y! N Address License # � PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y! N Address License # MECHANICAL � COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/ N Address License # � OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/ N Address License # � IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111111111111111111 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 subdivisionsllarge projects COMMERCIAL Attacn (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Fortns. 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 8 1 dumpster Site Work Permit for all new projects. Atl commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. *'•"`PROPERTY SURVEY required for all NEW construction. . D�rect�ons: • Fill out application completely Owner 8 Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (AIC upgrades over $7500) *' 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 if shingles 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 IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES. The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500 00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT. I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone "V" unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in ptans, 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 � // Subscribed and sworn to (or affirmed) before me this Subscribed and swo� o y�ffrmed be me this Who is/are personally known to me or has/have produced Who is/are perso all� �tn tO � as�ve produced as identification. as identification. Notary Public � Q Notary Public Commission No. Commission No. r't"�� w�'••, �Np _*, '.*= MY CQMMISSION # DD 874556 ';:," ;,= rXPI Name of Notary typed, printed or stamped Name of Notary ty d; �ftifi2e2i �BNletary pubtic Underv�iters ,.:.. ..,, Bonita Springs/Naples Manatee/Sarasota Palm BayNero Beach (239) 498-4478 1177 Cattlemen Road Pt. St. Lucie/West Palm � ■ � � Sarasota, FL 34232 500 Kitterman Road � Cape Coral/Ft.Myers (941) 371-7242 Port St. Lucie, FL 34952 � 2620 N. Tamiami Trail (888) 435-0552 N Ft. Myers, FL 33903 North Port/Englewood � Q Q � (239) 540-6888 (941) 423-8888 Sebring/Okeechobee (888) 435-0552 Jacksonville Ocala/Clermont . ' (904) 281-9199 (352) 243-9111 Sun City • (813)634-2742 Lake City/Gainesville Orlando S�)IIIh� r� `• ' PO Box 1756 (407) 859-5195 Tampa/Brooksville Lake City, FL 32056 (813) 224-0123 COAft - fO - �rilAft ' (386) 754 Orlando Wholesale Center 1723 Premier Row Titusville/Palm Bay Lakeland/Winter Haven Orlando, FL 32809 (888) 435-0552 .y ,, . � (863) 965-2719 (407) 331-0804 Port Charlotte/Punta Gorda 1298 Market Circle Unit t-D Port Charlotte, FL 33953 (941) 629-2400 Power of AttorneyJ Permit Authorization Attention: City of Zephyrhills - Building Dept Date: September 9, 2011 5335 8th Street Zephyrhills, FL 33542 I, Dallas Miller, license holder and qualifier for D&D Garage Doors, do hereby authorize the following person(s) to apply for, receipt for, sign for and do all things necessary to obtain permits in the City of Zephyrhills for D&D Garage Doors. Authorized personnel: 1. Kris Edwards 2. Thomas Joseph Ernst II 3. Dennis Nicely This authorization is to remain in effect, unless cancelled in writing, by the undersigned. Signature of license holder: �� Dallas Miller License # CBC1258205 State of Florida County of �.rClS[7��. The foregoing instrument was acknowledged before me this �_ day of c5�, 20�, by �� QS i)�P_r who is personally known to me or wh has produced as identification. .`� � �,� c .,,.,.,, ---_._._ Signature ..••,�• -• (Notary Seal) s��•••��; TMREEHpUSE �- J � :*; ._ MY COMMISSION p DD 62p13q _. I G�Y Y�P_ � I 1 �u �� =�'•. �;` EXPIRES: September 23, 2012 '�e;;e�`� B�edThruNoW Printed Name ry Public Undenvnters � � , = Y Q > PrJ rc � U'1�6� KXD � C7 � � Q. 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U Vp y my • Z N M Z J U �� S i7i a � a O N� W LL �? oY � m n� � U � �d o Q � �' � � c n o g a � W U p N m S . �++� � VI � V1 v�� O � N 2 � y�< a U Q v n � U l+. , J �ok' F N . G 0< � �� f�i U J � � ( �,� '^ � � � Z :� ` j �� ,� W N a � •w.. .. ...... � v n �.- �NNQ O � � � �apFO d rc� m ^ � j N j�U�= � �iJM 1 V � � Q O V\?'� O�m � Z�� Q�O< N4n Q J �"� � � Oep � O � ma� nz W a � � O o00 � p' o<o i I I I � rn a ,i � rn 3d �=z mzZ u w � J J Q aoa � ¢ x O �iJ LL Florida Building Code Online Page 1 of 1 . _ _ _ _. . . . ... _ _. ... _ .. _. ..... .._. ..... . . $248.1 8000/8100 #1101 9' Max width. 14' Max height. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in NVNZ: No FL8248 R6 II 1101 P3.�df ' Approved for use outside HVHZ: Yes FL8248 R6 II 307494 P8 Track Supplement Chart.�df Impact Resistant: No FL8248 R6 II Jamb Connection Su�olement PB.�df Design Pressure: +22.90/-26.30 Verified By: Jeffrey P. Arneson FIORIDA PE 58544 Other: Glazing is not impact resistant and does not meet the Created by Independent Third Party: Yes requirements for wind-borne debris regions. Evaluation Reports FL8248 R6 AE FL8248 Evaluation Re�ort - 8000-8100.�df Created by Independent Third Party: Yes http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqujmeb8GbxRy WG4a6m WcHye... 9/9/2011 � Jax Apex Technology, Inc. FBPE CA No. 7547 4745 Sutton Park Court, Suite 402 Jacksonville, FL 32224 Evaluation reports are the opinion of the engineer who prepared the report, based on the findings, and in no way constitute or imply approval by a locat building authority. The engineer, in review of the data submitted, finds that, in his opinion, the product, material, system, or method of construction specifically identified in this report coaforms with or is a suitable alternate to that specified in the Florida Building Code, SUBJECT TO THE LIMITATIONS IN THIS REPORT Jeffrey P Arneson, an employee of Jax Apex Technology, Inc. (Apex Technology), is the authorized evaluating engineer of this report. Apex Technology is the prime professional, as defined in Florida Rule 61G-30 002, authorized to sell the engineering services perFormed by Jeffrey P Arneson, and is in no way acting, nor attempting to act, as an approved evaluation entity. Neither Jeffrey P. Arneson, nor any other employee of Apex Technology, has performed calculations or testing for the products listed in this report. This evaluation is based solely upon the review, under the direct supervision of Jeffrey P. Arneson, of testing, installation drawings, and/or calculations submitted by the manufacturer The capacities listed in this report are based on the limiting capacities as determined from the substantiating data. We reviewed the substantiating data to a degree that allowed us to determine whether or not the work performed is consistent with the intended use of the product, and that the methods used are in compliance with, or meet the intent of, the Florida Building Code. All test reports were prepared by an approved testing laboratory REPORT NO: WD05107 (Revision to WD03034) CATEGORY: Doors and Windows SUBMITTED BY: Wayne Dalton A Division of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 1. CERTIFICATION OF INDEPENDENCE Jeffrey P. Arneson, the Florida engineer who prepared this report, and Apex Technology have no financial interest in the manufacturing, sales, or distribution of the products included in this report. Jeffrey P. Arneson and Apex Technology comply with all criteria as stated in Florida Administrative Code Chapter 96-72.110 2. PRODUCT NAME Models 8000/8100l8200 Page 1 of 5 Wayne-Dalton 3. SCOPE OF EVALUATION Structural Transverse Wind Loads and Large Missile Impact and Cyclic Wind Pressure Resistance 4. USES Models 8000/8100/8200 garage doors are used for residential and commercial applications with specified allowable design pressures. 5. DESCRIPTION General Models 8000/8100/8200 doors are sectional overhead garage doors and are constructed of galvanized steel sections with a two coat polyester finish. The doors are two-inch thick raised panel doors with tongue and groove sections. They are the same door with one exception. The Model 8000 is non-insulated, the Model 8100 is insulated with 9/16-inch thick expanded polystyrene and the Model 8200 is insulated with 1-5/8-inch thick expanded polystyrene. They are constructed of 26 gage ASTM A653-00 galvanized FS Type B steel, and finished with an ASTM A525 made up of G-30 coating, covered with two coats of polyester paint. Each section is reinforced with 16 or 20 gage end stiles and 20 gage steel center stiles. Door Tracks All door assemblies listed in this report have both vertical and horizontal tracks ranging from a minimum 16 gage to minimum 15 gage, 33 ksi steel and finished with an ASTM A525 G-40 galvanized coating. The vertical tracks are attached to the supporting structure with jamb brackets as specified on the most recent manufacturer's installation instructions/drawings Glazed Sections Option code assemblies listed in Table 1 of this report with glazed openings that meet the requirements for impact resistance have glazing that is made of %<° thick Macrolon-AR-Polycarbonate or an equivalent product approved for use in Florida, and can be installed in the top or intermediate sections of the garage door These assemblies are available for use with the glazing option in wind-borne debris regions and are indicated so in Table 1 The maximum glazing dimensions shall be 18.56" x 12.26." Option Code assemblies that are not indicated for use in wind-borne debris regions with the glazing option are available with a minimum of 0 090-inch thick standard SSB glass windows that are installed in frames and inserted in the top or intermediate section of the door. The glazing is not impact resistant and does not meet the requirements for windborne debris regions. Refer to the most recent manufacturer's installation instructions/drawings for glass size limitations. Page 2 of 5 Wayne-Dalton Wind Load Bracinp All option code assemblies listed in Table 1 of this report are braced on the inside of the doors with three inch horizontal spanning U-bars. Each U-bar is made of either 18-gage or 20-gage ASTM A653-00 steel with a minimum yield strength of 80 ksi and are finished with an ASTM A525 minimum G-40 galvanized coating. The gage and quantity of U-bar braces varies depending on the amount of windload resistance required and the height of the door In addition to three-inch horizontal spanning U-bars, some of the option code assemblies listed in Tables 1 and 2 of this report are braced with vertical aluminum posts made up of 0.125-inch thick 6063-T6 aluminum alloy The post is a telescoping post assembly The outer member outside diameter is 1 75" wide x 4.00" long. The inner member outside diameter is 1 47" wide x 3 72" long 6. INSTALLATION All option code assemblies listed in this report are to be installed in accordance with the most recent manufacturer's published installation instructions/drawings and this report. The most recent manufacturer's installation instructions/drawings shall be strictly adhered to and a copy of these instructions/drawings shall be available at all times on the job site during installation. 7. ALLOWABLE TRANSVERSE WIND LOADS Design wind load pressures for garage doors shall be determined in accordance with section 1609 of the 2007 Florida Building Code and shall not exceed the allowable transverse wind loads shown in the following tables. Table 1: Models 8000/8100/8200 Allowable Transverse Wind Loads and Impact Rating Windload Maximum Size Positive Negative Glazing Door Impact Specification Design Design Available Resistant O tion Code Width Hei ht PSF PSF Reinforcement Yes/No Yes/No 1100 9'-0" 14'-0" 15.90 18.20 3", 20 gage U-bars Yes No 1101 9'-0" 14'-0" 22.90 26.30 3", 20 gage U-bars Yes No 1102 9'-0" 14'-0" 26.90 30 80 3", 20 gage U-bars Yes No 1103 9'-0" 14'-0" 35 70 41 00 3", 20 gage U-bars Yes No 1104�'� 9'-0" 14'-0" 46 00 52.00 3", 20 gage U-bars Yes Yes 1120 16'-0" 14'-0" 12.40 13.80 3", 20 gage U-bars Yes No 1121 16'-0" 14'-0" 15.30 17 00 3", 20 gage U-bars Yes No 1122 16'-0" 14'-0" 23.00 25 00 3", 20 gage U-bars Yes No 1123�'� 16'-0" 14'-0" 30 00 33.50 3", 18 gage U-bars Yes Yes 1124�'� 16'-0" 14'-0" 34 40 38.30 3", 18 gage U-bars Yes Yes 1125�'� 16'-0" 14'-0" 46 00 52.00 3", 18 gage U-bars Yes Yes 1140 18'-0" 14'-0" 12.40 13 80 3", 20 gage U-bars Yes No 1141 18'-0" 14'-0" 18.50 20 70 3", 18 gage U-bars Yes No 1142�'� 18'-0" 14'-0" 34 40 38 30 3", 18 gage U-bars Yes Yes 1143�'� 18'-0" 8'-0" 34 40 38 30 3", 20 gage U-bars +(1) Aluminum Post Yes Yes 1144�'� 18'-0" 8'-0" 46 00 52.00 3", 20 gage U-bars +(1) Aluminum Post Yes Yes Note 1 The option code assemblies indicated in Table 1 have optional glazing that has been tested for impact resistance, and therefore may be used with optional glazing in the wind borne debris region. Page 3 of 5 Wayne-Dalton 8. SUBSTANTIATING DATA 1. Test Report Numbers ETC-06-976-18504.0, ETC-06-976-18504.1, and CTLA1911W 6 in accordance with ANSUDASMA 108-2002 for transverse wind load and ANSI/DASMA 115-2005 for large missile impact resistance by ETC Laboratories, 297 Buell Road, Rochester, N.Y and Certified Testing Laboratories, 7252 Narcoossee Rd Orlando, FI 32822. 2. Test Reports CTLA 1672W, CTLA 1672W 1, CTLA1672W 3, CTLA1734W, CTLA 1734W-1,and CTLA 1734W 2 tested in accordance with Miami-Dade County Protocol TAS- 202 for transverse wind load and TAS-201 and TAS-203 for large missile impact and cyclic resistance by Certified Testing Laboratories, 7252 Narcoossee Rd. Orlando, FI 32822. 3. Installation drawings and installation instructions prepared by Wayne-Dalton Corporation for each option code assembly listed in Table 1 of this report. 9. CODE REFERENCES Florida Buildinp Code 2007 Edition Section 1609 Wind Loads Section 1714.5.3 1 ANSI/DASMA 108 10. REPORT SUMMARY Upon review of the data submitted by Wayne-Dalton, it is my opinion that the models as described in this report conform with or are a suitable alternative to the code standards and sections in the Florida Building Code 2007 edition listed in section 9 of this report. 11. LIMITATIONS Any reference in this report to the manufacturer's "most recent" information is a direct reference to the most recent information submitted by Wayne-Dalton to the Florida Building Commission as part of their Florida Product Approval application for the option code assemblies listed in Table 1 of this report. This evaluation report and the most recent installation instructions, when required by the buifding official, shall be submitted at the time of permit application. The design of the supporting structural elements shall be the responsibility of the design professional for the building structure and in accordance with current building codes for the loads listed in Table 1 of this report. The doors shall not be located in areas where the transverse wind loads exceed the allowable loads shown in Table 1 of this report. The garage door assemblies listed in Table 1 of this report are not approved for use in the "High Velocity Hurricane Zone" as defined in the Florida Building Code. Page 4 of 5 Wayne-Dalton 12. IDENTIFICATION Each Model series covered by this report shall be labeled with the manufacturer's name and/or trademark for fieid identification �, `�, . � `t` • `, � M/' � `4 �� ; t ` � � � ��; ` > e � t �e ' . �� . 1 r ' � . �' i ,"•� a ex o,Ebgy, Inc. r%u' �_ffre �bn, P E. ' , P E.'No. �85a4 December 17, 2009 Page 5 of 5 Wayne-Dalton SEP-13-2011 13:42 P.O1 D& D Carage Doors, inc . ' ` ' Q 1177 Cattlemen Road �� ' , 0 0 0 Sarasa�a, FL 34232 . � � S��rv:M; �[ �vAft-�O-CsAS! �, ,, Phane: 941-371-7242 Fax: 941�377-2979 �AX T O� rr�r n n o� .Ze��yryLtllS Attn : Co�nf rac�r �-r �.e.r�s i r� a __ , - - - ,�- F�x #: 813 � 78o ao�� . 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Washln n Blvd.� SanaMp, FL 34236 (l41jl61�i300. oppon 3 VaNd utltll 9/30/201Z wwr�►.9arasoqTaxCoM�eeor.00m inro�r�oar�con.��r.00m http://sarasotataxcollector.�overnmax.com/col[ectmax/bl_receipt.asp?sid=031EB42F0AB7.., 9/12/2011 SEP-13-2011 13:42 P.03 �""" CERTIFIGAT� OF L,IABILITY INSURANGE °"'�`"W°°'�""' . i�/ir/zoio TMIS CERTIFICATE IS ISSUED AS A dIATTER QF INFbRMAT{ON qNIY ANG CpNFERS NQ RI6M7S UPpN TNE CERTIFICATE 114bpER, 7MIS CERTIFICATE DOES NOT AFFlRMATNELY OR NEGATIVELY AMEND, EXTEND OR AITER THE COVERAGE AFFORDED BY THE POLICIES BELOW. TWIS CERTIFICATE OF INBtJRANCE DOES NOT CONSTRUTE A CONTRACT SETYVEEN TME ISSU(NG INSURHR(8), AUTHORIZED RpPR6ffiENTATNE GR PFtODUC�it AND THE CERTIRICATE MOLDER. IMPORTANT: N tha ceAmcate holder is an ADD1110NAL IN8UR4�„ the pollcy(!es► must bs eritlnrned. If SU9ROCiATWN IS WJWEO, subJeCt to ths terms and con�atwns ni tne pollcy, ceitaJn poUclos may requlre an endorsement. A statema� on thls cerN�ccate does not contor rlphts to the c�rtMcato holdor In Ilou of such andorsomonqs�. �oouc� �: Insurance Office nf M�erica, Inc. p"� E; 407.788.3000 N P.O. Box 16Z207 ��: Alta�nnnte Sprtin�s, FL 32716-2207 cuaro�Rror� _ _ _____ �,,,,,,, WBURE AFFORDINOCOVENAOE NMC� � wsu�o u��A Bridgefie d E�tployers Ins Co 10701 D& D Garage Ooors, Inc. ,Nau�ee: 1177 Ca#tleme� Road waur�nc; ' S�resota, FL 34Z32 iNSU�o: INB�q�ft @ • INSURFJt F : COVERAGES CERTIFlCATE NUMB�R: 11/12 WC SRQ VFJV TAM R�VI8i0N NUMBER: � 7HIS 1S TO CERTIFY THAT THE POLlC1E5 OF INSURANCE LISTED BELOW HAVE BEEN ISSUE� TO THE M15URED NAMED ABOVE FOR 7HE POLICY PERIOD INpICATED. NOTIMTHSTANDING ANY REqUIREM�. TERM OR CONOITION OF ANY CONTRACT OR OTHER OOCUMENT WITH RESPECT TD WWICH lHIS CERTIFICAIE WWY B ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY iHE POLICIES DESCRIBED MEREIN !S SUBJECT TO AlL THE TERMS, EXCLUSIONS AND DITIONS OF fiUCH POLIGES. LEMITS 5HOWN MAY HAVE BEEN REDUCED BY PAID CUUMS. � '�EOF U�WJCE � POLIC�fN17�IB6R �� LW�S 6�RAl 11A61G.NY t/K.r Ut.'(,UI�W(:t = COMIr£RCIRL G LV�BIUTY �Mt [S Ea e rro co S ClW1�S-A440E � 4CCUR MED Eka l/u+y ar peism; f aEasow� a aov iN,x�ar � GENERAt AGGpEG++TE 6 GENL AGCt�GAlE IIM�T APPLIES PER: pRC�DUCT3 • COMP/OP KsCs 6 I>OI.ICY � LOC . .....�.._____......�._..,. •. AVfONp6�E LIR90.RY COMBMEA SIN�iIE IPMT S fE9lGCtctenq PNY AuTO BaDILY �N,IURY �Per Der�on) t alL OwNfO A41rOS 80DI�Y iN.A�Y (PCr acdtlpd) S SCHEDUIED AVTOS aROaearv a�►�r,c� s � MiREpqUTp$ IW�+��I NOtJ�OV�AVED A�rtOS S -- _ uMBRELW �IAB OCCl7R F_�LM OCCIRi�Nf� S ptC�68 LN9 CLPJM.�.h64DE AGGREG,ATE ••••••W WYYY1•_— t OEQUCT164f Z t�rErmOra i i MioEMi'�ovER� Y!N 0830�a041 01101/2011 01/01J201Z X'"'�r i� on►� ' A o Y � �� wtroE � N � A e L e,4d�ncc�r S 1 000 00 �u � � yy � an � �� a�se�•enE►�.o • s 1,000,00 OESLA�OF OPERATIONS GNOw E L. D�SEASE • POLICY UM1T = 1� OOO � QO 4ESRRIP110N OF OPEq/�flON811,pC,ATONB f VRIRCLEB (ARdch ACQRD 101. AtldMlpn�l R�makR $oh�dWy NMen ipaoe Is tequhtQ EF; Qualifi�r - Oallas Miller State License CSL1258�05 CEi�'YII�ICA7'E HdL� CANGELLATION FAX: 813.780.002I SHOULD ANY OF THE ABOVE DE6CRIBED POLICIES B6 CANCELLED BEFOR� TNE EXPIRI4TION CATE TF�REOF, N0110E NIILL BE DELNEItEp 1N ACCORDANCe WITN TNfi pO1.ICY PROVl8ION8. City of Zephyrh111s Building R�oa�tmen�k AUiMORI�DREPR2S�N1'A7NE �� 5335 8th Street Z hyrhi7ls, FL 33542 Charlie Saornaxtiar► GQNZAV cfl 1988-2009 ACORD CORPORATION. All rl�hte tasarwd. ACpRD �� (Zpp�08) The ACORD �ame a�d logo are reglste►ed marke of AGORp SEP-13-2011 13:42 P.04 �'�� '� ° CERTlFlCATE OF LIABILITY INSURANCE i2;7`;';zo o" THIS CERTIFICAT@ IS I$$UED A$ A MATT�R OF INFORMQTIQN ONLY AND CpNFERS NQ RIGHTS UPGN THE CERT1FtCATE HOI,DER THIS CERTIFICATE DOES NbT AFFIRMATIVELY OR NEGATIV�LY AMENO EXTEND OA AL7�R TMIE COVERAGE AFFORDED BY 7Ne PqUCIES BELOW. TH19 CERTIFICATE OF INSURANCE OOFS NOT C�NSTITU7E A C4NTRACT BETYVEEN THE ISSVING iNSUREA(S), qUTHORIZED REPAE$ENTATIVE OR PRGDUCER, ANb TFIE CLR7IFICATE HOLDER. IMPORTANT: It the certlflcata hotder Is an ADDITIONAL INSURED, tbe poflcy(ks} must be endoroed. lf S178ROQATION IS WANED, sub�oct to the te�m9 and conditlo�9 oT the pplicy, Certain poli�ils may requlre an entlor6ament. A statement on tnls cartificata doas not conter righb to the a9rtlHCate holdar [n Ilau of such ondors�moM(s). PNOWCER !� Kim 6chaartakopf Hen Srown iasurance Agency PMONE ��; (941) 366-9373 M �� F � ��(961)365-3313 3731 S Tuttle Ave �� .kiml�benbrownins.aom Pp �� 00014296 saraaota FL 34239-6410 NVWpER AFFOHDINGGOVERAGE ru,�c� INSURED INSUpFnA�ational Trust Ins Co INSURER B : �• D� D Garage Doors, inc INSUREFC 1177 Cattlemea Road INBUqEpD lNSUAFAE: __�......,.�...._,- 6arssotis �'L 34232 IN URERF COVEI�AGES CERTIFICATE NUMBER GL/CA/UMB qe�nS�qN NuMBER: THIS IS TO CERTIFY TFfAT THE POLICIES OF INSURANCE IISTEO BELdW HAVE BEEN ISSUED TO THE INSURED NAMED A80VE FOR THE POLICY PERtOD INDIQATED. NOTWITHSTANDING ANY REOUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT 1MTH RESPECT TO WH1CH THI$ CERTIFICATE MAY 6E ISSUED OR MAV p�RT/UN, 7H� �NSUAANCE AFFOpDED B� TNE PQ�ICIES DESCRIBEO MER61N IS SU6JECT TO ALL THE TERMS, EXCIUSIONS AND CONDITIONS OF 5UCN POUCIES. uMri'S SMOWN MAY HAVE BEEN REOUC6D BY PAlD CLAIM3, ��*p TYPE OF INSURANCE iOLiCY NYM66h P � uM� GENeaal uaeam � occuRaE►� L 1, 000, OOO X COMIAERCIAL GENERAL LWBILITY AQE TO RE D : 100 � 000 A ewata�,00E �occua ]C L0011328 /i/2oii /i/zoiz MEOEXP w�e s � 5,000 X Contractual Liabililq P$ReoNALaADVIN,KIRV � 1,000,000 % XCV GEN[wu,�c�cn� i 2,000,DOO (3�N'l AqOfiEC+ATE I.IM�7 APAUES PER: PRODUCTS • COMP/OP AGG E Z OOO � OOO Poucr x � wc a AUTOMOBILE LIASIIJTY � COMDINED SINGLE UMIT � S 1,000,000 x ANY AUTO BODILY INJURY (Pcr onsan) 5 A auowr�EOnuros n001760? /i/aoii /i/zolz BODIIY INJUiiY (Pa accident) _ x SCHEOULED AUT06 pqppEqT+/ p/WLqGE R MIR�O AlJT03 I� ��^U s NqN.OWNED AUTOS Wrrourcd Malaria� Lio6/ & i Mcdicvl payment i X UM�RELLA LIAB X��q EACM OCCURREHCE = S� OOO � O00 �� ouuM3-MADE ncGRECnrE _ ` 1, 000, 00� DEDl1CT19L£ �— s A � q NTICN s 10 000 +�6011Bb7-1 iiizoii /i/soia 5 WORKERS CONpENSATION wC 8YA'R/- Or+ ANO ENPLOYERR' WSILITY ANV PROPRIfiTOH/PMTHERfD�ECUTIVE Y � N EL EACN ACGDENT 0 OFFYCERIMGMDCREXCWDEDT � NJA —. {Mentletay In NFq E.L DISEASE . EA FJAPLOYE � Hycz dr.m'ba undar � DEBCRIPTION OF W'FNA �ON OqOw E,L D18EA8E - POUCY LIMIT S DE8CRIPTION OF OPERATIONS! LOCAT10N9! VEHICLE9 {Atlaoh ACORQ 1a7, Aadfllonol Rame�ks Ca�dule, ll mon sprc. Is roqul►ae) Garage door installatioe and mainbaoanca• Qualifiec � Dslla� Nillor 8tata Lic�oxe M- CSC1258205 C�RTIFICAT� HOLDER CANCELLATiON ( 813 ) 780-0021 3HOULD ANV OF THE ABOVE DESCRIBED POLICIES 8E CANCBLLEp BEFCRE THE EXPIAATION DATE TH6R60F, NOTICE WI�L BE DEUVERLD IN City of Zephyrhills ACCORDANCE WITH TNE P061CY PROVISIONS. Building uepartimenti p�OA�OREPRESENTA7IVE 5335 8th 8t Zephyrhills, FL 33542 Ryaa BroWU/KIM �� , �� ACOAD 25 (2009/0.9} � 1988-2009 ACORD CORPORATION. All rights reservod. INSO25 rmoeoe� The ACORD name and logo are reg�stered marks of ACOflO TOTAL P.04 _ - ' �_. �� City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: 1 � 1 lI YS Date Received: �j — lJ� � �� Site: S� Z� � 7� � � Permit Type: '�Z r � c� ✓ �{ CQ C� Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This commen sh sh 1 be kept with the permit and/or plans. / �/�� / Kal n Switze lans Examiner Date Contractor and/or Homeowner (Required when comments are present)