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09-8716
CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 8716 BUILDING PERMIT Permit Number: 8716 Address: 5126 7TH ST Permit Type: RE-ROOF ZEPHYRHILLS, FL. Class of Work: ROOF REPLACEMENT Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-18400-0130 Improv. Cost: 8,000.00 Date Issued: 1/09/2009 Name: ZIRBEL, TERRY&VICTORIA Total Fees: 105.00 Address: 37051 PHELPS RD Amount Paid: 105.00 ZEPHYRHILLS, FL. 33541 Date Paid: 1/09/2009 Phone: (813)782-4301 Work Desc: REROOF METAL PANEL WA NEUMANN CONSTRUCTI N INC REROOF COMMERCIAL 105.00 DRY IN ROOF INSP TAPE JOINTS ROOF INSP FINAL 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 recorqjng.y.ur tJe of commencement." CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER FEB. 3. 2009 2; 30PM WA NEUMANN CONST, NO, 7628 P. 1/1 PASCO COUNTY FLORIDA Building InnsDection Division Zox RE:Peimit# 8% Form: 10/01/07 h snection Affidavit I, Z1 ôt.J J.ø licensed as a(n)Contractor*/Engineer/Architect/FS 468 Building Inspector*License#:___________1`� On or about j4.IO1 ,did personally inspect the Roo DeckNdllin Secondriw Water Barrier e,one and/or both) At the following address: i c r Zffi. IL14 fi 33Sl' (Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S.)I have included photographs of each pla with the pennit#clearly shown marked on the deck. Signatu STATE OF FLORIDA COUNTY OF_17/ C — Sworn to before me this 2 day FEBRvk�Y 2047K,1_ By,4 /J Notary Public Sate of Florida a 12 ' '°t ' oomni No.vtt79eo45 Commission No: Personally know I or Produced Identification________ Type of identification produced: *General Bt�ldmg,Residential,or Roofing Contractor or any individual certified under 468.F.S. to make such inspection. 813-780-0020 r Q City of Zephyrhills Permit Application Fax-813-780-0021 -0] Building Department1 SO Date Received /'7' Phone Contact for Permitting -- c{ Owner's Name Vi /(I 2i i 8EI L Owner Phone Number 7�2— /�j'3��l Owner's Address 572 6 `7f h S Owner Phone Number 718—2` 7 Fee Simple Titleholder Name Owner Phone Number I 7 13 — Fee Simple Titleholder Address JOB ADDRESS SCI ZC 7 f $%. 2 P//r' 111 LOT# I SUBDIVISION PARCEL ID# f/ 2 4-G 1 -00 10-(8 L/w -0/ (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR e ADD/ALT Q SIGN E MOVE 0 DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR COMM 0 OTHER TYPE OF CONSTRUCTION BLOCK ® FRAME STEEL OTHER DESCRIPTION OF WORK I741 F BUILDING SIZE Z SQ FOOTAGE I HEIGHT I r- 5r i2 BUILDING $ 0D0 VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ AMP SERVICE E PROGRESS ENERGY W.R.E.C. 0 PLUMBING 1$ 0 r MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION O C/j ' 0 GAS 0 ROOFING 0 SPECIALTY Q OTHER LAJ[ FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES =NO L..' Cam" BUILDER SNATURE / IG �(f REGISTERED Y/ N FEE CURRENT Y/N Address /ZC3✓ /1L9T Si j°S1. %'144' FL- License# (Cc / 326 ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/N Address I License# PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT Y/N Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/N Address I License# OTHER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT Y/N Address License# F IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 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&I dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$5000) ** Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V" unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICE LENDER IMPROVEMENTS OR AN ATTORNEY BEFORE RECORDING YOURINTEND TO OBTAIN NOTI E OF COMMENCEMENT.' CONSULT WITH Y FLORIDA JURAT(F.S. 117.03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to(or affirmed)before me this Subscribed and sworn to(or affirmed)before me this by by Who is/are personally known to me or has/have produced Who Is/are personally known to me or has/have produced as identification. as identification. Notary Public Notary Public Commission No. Commission No. Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped Ia c o .lz ,,, Inc. RESIDENTIAL ■ MOBILE HOME ■ COMMERCIAL 12630 Curley Street, Suite 104 • San Antonio,FL 33576 Phone: 352-588-0910 ■Fax: 352-588-0911 LIC# CBC058155 - LIC# CCC1326166 www.neumannroofs.com December 24, 2008 Re: Roof Proposal Vicki's Salon Vicki Zirbel 5126 7th Street Zephyrhills,FL 33542 Neumann Roofing, Inc. proposes to furnish all the labor,material, supervision, equipment, fees and other costs to complete the project located at the subject property according to specifications listed below: 1. Record NOC and pull all permitting required. 2. Tear off existing roof systems from entire building and re-nail roof deck to meet State Of Florida Building Code. 3. All wood replacement associated with the roof system is included in contract price. 4. Install new metal drip edge to match color of new installed roof system. 5. Install all new Metal Boots and Vents to match color of roof system specified. 6. Install a new complete U 'on Master Rib 26-guage roofing system on main roof and front porch. Color:________ 7. Install Tw Ply ule Hide Flat Roofing System on low-sloped roof over carport. Color: /' 8. We will remove and dispose of rooftop mounted marquee signage. 9. Haul away all roof-related debris. 10. Our liability insurance coverage is based on completed operations. 11. Provide a 5-year workmanship warranty. 12. Provide a 40-year manufacturer's warranty. 13. Payment schedule: Full amount at job completion It is understood and agreed the Neumann Roofing, Inc. will be held harmless for alleged or actual damages/claims as a result of algae, fungus, or mold. It is understood the roofing contractor and the roofing contractor's insurance will exclude all coverage, including defense, damages,related to bodily injury,property damage and clean up directly or indirectly in whole FL. Contractor#: CCC1326166 GAF-ELK License#: ME12709 �Elt[e 12630 Curley Street-Suite 104- San Antonio-Florida-33576-Ph: (352)588-0910-Fax:(352)588-0911 • Roofing, iizc. (c� RESIDENTIAL ■ MOBILE HOME ■ COMMERCIAL 12630 Curley Street, Suite 104 ■ San Antonio,FL 33576 Phone: 352-588-0910 • Fax: 352-588-0911 LIC# CBC058155 - LIC# CCC1326166 www.neumannroofs.com or in part for any action brought by mold, including fungus and mildew regardless of the cost, event,product or workmanship that my have contributed concurrently or in any sequence to the injury or damage occurs. Neumann Roofing's Commitment to Quality: • All work will be supervised by project managers to ensure quality work is preformed according to our proposed contract. • All carpentry work will be performed in conjunction with roofing work, in a timely manner. • All work will be completed by skilled and knowledgeable craftsman to ensure production of high quality of work. • The job-site will be kept free of debris throughout the duration of the project. • The perimeter of the project area will be swept with magnets to pick up any loose nails, staples, or other various scrap sheet metal components. • Neumann Roofing, Inc. is fully insured with workman compensation and general liability insurance. Total $(8,000.00) 100% payment due upon job completion. Our proposed price is valid until January 5,2008; after which prices are subject to change. Accepted By: Neum _________ / 7 Date: y o Date• FL. Contractor#: CCC1326166 GAF-ELK License#: ME12709 !II[! 12630 Curley Street•Suite 104•San Antonio•Florida-33576-Ph:(352)588-0910-Fax:(352)588-0911 Pasco County Parcel: 11-26-21-0010-18400-0130 001 Page 1 of 1 Search Again Show Map Generalized Building Schematic Estimate Taxes Frequently Asked Questions Other Agency Data: Tax Collector School Board Supervisor of Elections Data Current as Of: Weekly Archive - Saturday, January 03, 2009 Parcel ID 11-26-21-0010-18400-0130 (Card: 001 of 001) Classification II 17 - 1 Story Office Mailing Address Property Value ZIRBEL TERRY A&VICTORIA J Ag Land $0 37051 PHELPS RD Land $35,000 ZEPHYRHILLS, FL 335417424 Building $10,007 Physical Address Extra Features $80 5126 7TH ST ZEPHYRHILLS, FL 33542-2158 Market Value $45,087 Legal Description (First 4 Lines) Assessed (Save Our Homes) $0 ZH MB 1 PG 54 L13, 14 BLK 184 Taxable Value $45,087 OR 1189 PG 1952 Land Detail (Card: 001 of 001) Line II Use IDescriptionhi Zoning Units Type Price 1 Condition Value* 11 1700 hiSTORY OFF 00C2 7,000.00 II $5.00 1.00 $35,000 Additional Land Information Acres 0.16 II Tax Area I FEMA Code II X IIcommerciai Codell M75T2AA Building Information - Use 17 - Offices (One Story) (Card: 001 of 001) Year Built 1930 Stories 1.0 Exterior Wall 1 Aluminum Siding Exterior Wall 2 None Roof Structure Gable or Hip Roof Cover Min Roof(Corr. or Sh M) Interior Wall 1 Wall Board or Wood Wall Interior Wall 2 None Flooring 1 Pine or Soft Wood Flooring 2 None Fuel Electric Heat Forced Air- Ducted A/C Central Baths 1.0 Line Description Sq. Feet Repl. Cost New 1 FCP 560 $7,812 2 BAS 860 $39,990 3 FOP 160 $2,232 Extra Features (Card: 001 of 001) Line Description Year Units Value 1 UDU-M 1985 I 1 $80 Sales History Previous Owner N/A Year Month Book/Page Type Amount 1982 05 1189/ 1952 I $28,000 1977 06 0894/0125 I $18,500 Search Again Show Map Generalized Building Schematic Estimate Taxes Frequently Asked Questions Other Agency Data: Tax Collector School Board Supervisor of Elections http://appraiser.pascogov.com/search/parcel.aspx?sec=11&twn=26&rng=21&sbb=0010&bl... 1/7/2009 s�o P,G0V .E GR�O�MENS GOP of�NEp� I tiI: rJjiiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII SZ P 51O GEORG-� �� CRp 1N\S200907 CN ANp C ,PUg�\G OFF1G\�` ON F\\'SS \ANN P� NI&CpMp�RO�` ARK DSp 0 00 0432 Rec:I T: 00000 NE `I0 K 01/07/09 Dpty Clerk CLEF. PP NOTICE OF COMMENCEMENT PAULA S. 0-NEIL, CLERK & COMPTROLLER OR BK ;.7 Permit No. Property Identification No. 11-26-21-0010-18400-0130 THE UNDERSIGNED hereby give informs you that the improvement will be made to certain real property,and in accordance with Section 713.13 of the Florida Statutes,the following information is provided in this NOTICE OF COMMENCEMENT. (.Description of property(legal description:) ZH MB 1 PG 54 L13, 14 BLK 184 OR 1189 PG 1952 a)Street Address: 5126 7TH STREET, ZEPHYRHILLS,S, FL 3 3542-215R 58 2.General dekscription of improvements: TFAR-C)FF EXISTING ANn RFPI ACF WITH NFW MFTAI ROOF C)N FRONT ANN) MAIN C`ARPfRT TO) RFC'FIVF PI Y(`APCHFFT 3.Owner Information a)Name and address: ZIRBEL TERRY A&VICTORIA J;5126 7TH STREET,ZEPHYRHILLS,FL 33542-2158 b)Name and address of fee simple titleholder(if other than owner) Fee Simple Titleholder c)interest in property Fee Simple Titleholder Contractor Information a)Name and address: W.A. Neumann Construction, Inc.—12630 Curley St., Ste. 104; San Antonio, FL 33576 b)Telephone No.: 352-588-0910 Fax No.(Opt.) 352-588-0911 5.Surety Information a)Name and address: N/A b)Amount of Bond: c)Telephone No.: Fax No.(Opt.) 6.Lender a)Name and address: N/A Phone No. 7.Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served: a)Name and address: b)Telephone No.: Fax No.(Opt.) 8.In addition to himself owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(l)(b),Florida Statutes: a)Name and address: b)Telephone No.: Fax No.(Opt.) 9.Expiration date of Notice of Commencement(the expiration date is one year from the date of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13, FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATE OF FLORIDA x C0U_YTY OF PASCO Si of Owner or Offuer/Dinetor/Putner Manaaa J zi Name The foregoing instrument was acknowledged before me this 7 day of �I�^'�Of ,20.,by as (type ofauthority,e.g. fficer,trustee,attorney in facil for (n:.m:.of p -.y or.behalf of w Personally Known .., OR Produced Identification Notary Signature Type of Identification Produced Name(print) ,/ 7'&,,/ s/elfiec m Verification pursuant to Section 92.525,Florida Statutes.Under penalties of perjury,I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. DANIEL RAY 90NEBRAKE,JR FORt�65NOC^sCM7 NdW Pt#tllo,Stale d Fb Siguat=of Natural PM=Si i a 1M Canwrdedon Expires Jute 16,2812 Conrt9eslon No.0D799045 Miami-Dade County -Building Code Compliance Office Page 1 of 2 Building Code Compliance Office Product Information Product Control Search Results QUERY PARAMETERS File Classification: High velocity hurricane zone Applicant: Mule-Hide Products Co,Inc. Category: Roofing Subcategory: None Material: None Impact Rate: None Maximum Design Pressure 0.00 (+): Maximum Design Pressure 0.00 (-): NOA IkPPLICANT IICATEGORY jSUBCATEGoRYIFMATERlAL DESCRIPTION IMPACT MDP+ MDP- C lnc 03 0103.04 Mule-Hide Roofing Single yly EPDM (� ) [None] II 0__j120 Products Co, , I Roof S stems Self- Modified Adhering Q30116.07 Mule-Hide Roofing Bitumen Roof APP/SBS/TPO Modified 0 60 Products,Co,Inc. [None] Systems Bitumen (LWC) 03-0121.01 Mule Hide [RoofingSingle Ply TPO TPO ❑��Roof Systems (Wood) [None] 0 45 Mule-Hide Unknown/ Unknown/ (PDM ) ❑� 03-0703.03 proaucts cot Inc. Roofing Unselected Unselected Recover [None 0 585 EPDM Roof Mue-Hide Single ly Systems 03-0703.04 proaucts Go,Inc. Roofing Ply over Steel EPDM [None] 0 90 Roof Sy Decks t03o703.0Roofing geEPDM [None] 0❑2625 Products Co,Inc. C�Roof Systems (LWC EPDM Roof Mule-Hide Single Ply Systems 03-0703.os Roofing EPDM Products Co,Inc. Roof Systems Over Wood [None] 0 0 Decks Mule Hide Single Plystems EPDM 03-0703.07 Roofing EPDM (Poured [None] 0 45 Proaucts_Co,Inc. Roof Sy Gypsum) 030703.08 Mule-I-lide Roofin Single Ply EPDM EPDM � f?roducts.Co,.)nc. C�Roof Systems (Concrete) [None] jo11 - I03070805 Mule-Hide Roofing Single Ply TPO TPO Steel None fl0 1182.5 Products Co,Inc. C�Roof Systems (Steel) [ l Mule-Hide Single Ply [ ❑ 0o7osos products Co inc. Roofing ems (Concrete)TPO None] 0 F-O Roof Syst (Concrete) 030708,07 Mule-Hide IIIin Sin ley CWF [120 Roof ROOF Sys TPO TPO tems ( ) [None 0 Mule-Hide I�Single Ply (Gypsum) [ ] ❑i I03070808 products Co,1nc. Roofing Roof Systems TPO (Gypsum None 0 45 r----ter----,r- —, —, r---,r-----,--��— http://www.miamidade.gov/buildingcode/pc-result_app.asp?fldNOA=&Classification=1%... 7/22/2008 Miami-Dade County -liulicting Code Compliance uttice rage L of L 03 0708.09 Mule-Hide g oon Sin le PI TPO TPO None 0 150 y Products Co, Rfi , g DIlRoof Systems11(Recover) ( ] Self- Modified Adhering 03-0716.04 Mule-Hide Roofing Bitumen Roof APP/SBS/PAO Modified [None] 0 0 Products Co,Inc. Systems Bitumen (Recover) Self- Modified Adhering 03-0716.05 Mule-Hide Roofing Bitumen Roof APP/SBS Modified [None] 0 0 Products.Go,lnc, Systems Bitumen (Wood) Self- Modified Adhering 03-0716.06 Mule-Hide c. Roofing Bitumen Roof SBS Modified [None] 0 112.5 Products Co,In Systems Bitumen Self S Modified Adhering 03-0716.07 Muie-His Roofing Bitumen Roof APP/SBS Modified [None] 0 315 Products Co,Inc. Systems Bitumen (Concrete) Self- Modified Adhering Mule-Hide 04-0507.02 products,co,Inc. Roofing Bitumen Roof APP/SBSITPO Modified [None] 0 0 Systems Bitumen (LWC) Self- Modified Adhering 04-0507.03 Mule-Hide Roofing Bitumen Roof APP/SBSITPO Modified [None] 0 112.5 Products Co,Inc. Systems Bitumen (Steel) Cements Mule-Hide o7-0919.02 Mule-Hide Roofing Adhesives- Asphalt an [None] 0 0 Products C_o,mc. Coatings Maintenance Products Cements- Cements, Muie-Hide Unknown/ 080122.01 Roofing Adhesives- Coatings Not 0 0 Products Co,)nc, Unselected and Selected Coatings Adhesive Recs II Home I Privacy Statement I Disclaimer I Using Our Site I About Us I Phone Directory I Contact Us M } ©2008 Miami-Dade County.All rights reserved. http://www.miamidade.gov/buildingcode/pc-result_app.asp?fldNOA=&Classification=1%... 7/22/2008 M 1 A M IOADE MIAMI-DADS COUNTY,FLORIDA - METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE(NOA) Union Corrugating Company 701 South King Street Fayetteville,NC 23802-0229 SCOPE: This N0A is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division(In Miami Dade County)and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code and the High Velocity.Hurricane Zone of the Florida Building Code. DESCRIPTION:Master Rib®Metal Roof Panel LABELING:Each panel shall bear a permanent label with the manufacturer's name or logo,city,state and the following statement: "Miami Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERIMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA No.06-1002.14 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. NOA No.:07-0713.03 Expiration Date:09/05/12 Approval Date:09/06/07 Page l of 6 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub-Category: Non-Structural Metal Roofing Material: Steel Deck Type: Wood Maximum Design Pressure -114.3 psf. See Table A Herein TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Product Specifications Description Master Rib Metal Length:varies TAS 125 Metal Roof panel coated with various Roof Panel Width:41" approved coatings of Ceram-A-Star® (Coverage width:36") 1050. Height:3/a" Min.Thickness 0.019" EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Akzo Nobel Coatings; Lab Test Certification ASTM B-1 17 Inc. ASTM G-23 Ceram-A-Star Lab Test Certification ASTM B-117 ASTM G-23 PRI Asphalt UCC-002-02-01 TAS 100 05/22/02 Technologies,Inc. Hurricane Test 0293-0417-02 TAS 125 06/14/02 Laboratory,Inc. 0293-0611-05 06/28/05 NOA No.:07-0713.03 Expiration Date:09/05/12 Approval Date:09/06/07 Page 2 of 6 SYSTEM DESCRIPTION SYSTEM A-IS: "Master Rib"26 Ga.Metal Panel Deck Type: Wood,Non-insulated Deck Description: 19/32"or greater plywood or wood plank. Slope Range: 2": 12"or greater Maximum Uplift See General Limitations#2 Pressure: Deck Attachment: In accordance with applicable Building Code,but in no case it shall be less than#8 x 2"screws spaced at 6"o.c. In reroofing,where the deck is less than 19/32"thick(Minimum 15/32"),the above attachment method must be in addition to existing attachment. Underlayment: Minimum underlayment shall be an ASTM D 226 Type II installed with a minimum 4"side-laps and 6"end-laps. Underlayment shall be fastened with corrosion resistant tin-caps and 11/4"annular ring-shank nails,spaced 6"o.c.at all laps and two staggered rows 12"o.c.in the field of the roll. Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with Union Corrugating Company's current published installation instructions. Fire Barrier Board: Any approved fire barrier having an NOA. Or for class A or B fire rating, install minimum 1/4'thick Georgia Pacific"Dens Deck"(with current NOA)or minimum 4mm thick of Tritex,RockRoof(with current NOA)or 5/g"water resistant type X gypsum sheathing with treated core and facer or Elk Versashield(with current NOA). Metal Panels and Install the "Master Rib Roofing Panel" and accessories in compliance with Accessories: Union Corrugating Company's current published installation instructions and details. Flashing, penetrations, valley construction and other details shall be constructed in compliance with the minimum requirements provided in Roofing Application Standards RAS 133. Master Rib Roofing Panels shall be fastened with a minimum of#9 Hex Head Wood corrosion resistant fasteners with sealing washer. Fasteners shall of sufficient length to penetrate through the sheathing a minimum of Fasteners shall be place in accordance with fastener detail herein as follows: NOA No.:07-0713.03 Expiration Date:09/05/12 Approval Date:09/06/07 Page 3 of 6 1. Panel side ribs shall be fastened along side of the panel inside rib,one fastener at the overlap.Field panel ribs shall be fastened with one fastener per rib the side of the panel. 2. All fasteners at center ribs and overlap rib shall be spaced at a maximum distance as noted in Table A below parallel to the roof slope. See detail herein. 3. Pane overlap shall be fastened at the high point with 1A7/8"long Hex Head corrosion resistant fasteners with sealing washer spaced at a maximum distance as noted in Table A below parallel to the roof slope. See detail herein. TABLE A Maximum Design Pressure Field Perimeter and Corner' Maximum Design Pressure -61.8 psf -114.3 psf Maximum Fastener Spacing 30"o.c. 24"o.c. 1. Extrapolation shall not be allowed NOA No.:07-0713.03 a Expiration Date:09/05/12 Approval Date:09/06/07 Page 4 of 6 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Neither rational analysis,nor extrapolation shall be permitted for the maximum design pressures listed in the"Perimeter and Corner"roof areas as noted in Table"A"herein. 3. Panels shall be roll formed in continuous lengths from eave to ridge.Maximum lengths shall be as described in Roofing Application Standard RAS 133. 4. All panels shall be permanently labeled with the manufacturer's name or logo,city,state and the following statement: "Miami Dade County Product Control Approved". NOA No.:07-0713.03 Expiration Date:09/05/12 Approval Date:09/06/07 Page5of6 DRAWINGS 36"COVERAGE 3/16' FASTENER w/WASHER PANEL OVERLAP FASTENER w/WASHER SUBSTRATE FASTENING PATTERN OF PANEL 30"o.c. For-61.80psf.(see Table A) 24"o.c. For-114.30psf. (see Table A) 7- Overlap 2' From Panel End MASTER RIB PANEL END OF THIS ACCEPTANCE NOA No.:07-0713.03 Expiration Date:09/05/12 Approval Date:09/06/07 Page 6 of 6 M I A M IOA[>E MIAMI-DADE COUNTY,FLORIDA - METRO-DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE(NOA) Union Corrugating Company P.O.Box 229 Fayetteville,NC 28302 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:5V Metal Roof Panel LABELING:Each panel shall bear a permanent label with the manufacturer's name or logo,city,state and the following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#05-0919.07 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.:06-1002.13 Expiration Date:05/17/12 Approval Date:06/14/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Ca or : Roofing Sub-Category: Non-Structural Metal Roofing Material: Steel Deck Type: Wood Maximum Design Pressure -120.9 psf(See General Limitation#1) Fire Classificationn Pressure See General Limitation#2 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Product Specifications Description 5V Metal Roof Length:varies TAS 125 Metal Roof panel coated with various Panel Width:26" approved coatings of Ceram-A-Star® (Coverage width: 24") 900. Height:'" Min.Thickness 0.019" TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS: Product Dimensions Product Manufacturer Description Fasteners #9 Corrosion resistant,sharp point hex- Generic (Panel) head screws with neoprene sealing (with current washer. NOA) EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Farrabaugh T164-06 TAS-125 06/08/06 Engineering and Testing,Inc. Akzo Nobel Coatings, Lab Test Certification ASTM B-1 17 Inc. ASTM G-23 PRI Asphalt HTL-001-01-01 PA 100 02/18/02 Technologies,Inc. Hurricane Test 0293-0202-06 TAS 125 06/05/06 Laboratory,Inc. Hurricane Test 0293-0609-05 TAS 125 06/22/05 Laboratory,Inc. NOA No.:06-1002.13 0 Expiration Date:05/17/12 Approval Date:06/14/07 Page 2 of 7 SYSTEM DESCRIPTION SYSTEM A-1S: `.`5V"26 Ga.Metal Panel Deck Type: Wood,Non-insulated Deck Description: 19/32'or greater plywood or wood plank. Slope Range: 2": 12" or greater Maximum Uplift See Table A Below.(See General Limitation#1) Pressure: Deck Attachment: In accordance with applicable Building Code, but in no case shall it be less than#8 x 2"wood screws spaced 6"o.c around the perimeter and 12"o.c. in the field.. In reroofing, where the deck is less than 19/32" thick (Minimum 15/3a') The above attachment method must be in addition to existing attachment. Underlayment: Minimum underlayment shall be a ASTM D 226 Type II installed with a minimum 4"side-laps and 6"end-laps. Underlayment shall be fastened with corrosion resistant tin-caps and 11/a"annular ring-shank nails,spaced 6"o.c. at all laps and two staggered rows 12"o.c.in the field of the roll. Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with Union Corrugating Company's current published installation instructions. Fire Barrier Board: For class A or B fire rating,install minimum 1/a"thick Georgia Pacific"Dens Deck" (with current NOA)or minimum 4mm thick of Tritex,RockRoof(with current NOA)or 5/8"water resistant type X gypsum sheathing with treated core and facer,or Elk Versashield(with current NOA). Metal Panels and Install the "5V Steel Roofing Panel" and accessories in compliance with Accessories: Union Corrugating Company's current published installation instructions and details. Flashing,penetrations, valley construction and other details shall be constructed in compliance with the minimum requirements provided in Roofing Application Standards RAS 133. 5V Roofing Panels shall be fastened with a minimum of#9 Hex Head Wood corrosion resistant fasteners with sealing washer. Fasteners shall of sufficient length to penetrate through the sheathing a minimum of 3/16'. Fasteners shall be place in accordance with fastener detail herein as follows: 1. All fasteners are to be located on top of the ribs as shown in Detail A herein. 2. All fasteners at center rib,underlap rib,and overlap rib shall be spaced at a maximum distance listed in Table A below parallel to the roof slope. See Detail A herein. TABLE A MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Corner Maximum Design Pressures -91.875 psI -113.1 psf Maximum Fastener Spacing 24"o.c. 12"o.c. 1.Extrapolation shall not be allowed NOA No.:06-1002.13 © Expiration Date:05/17/12 Approval Date:06/14/07 Page 3 of 7 SYSTEM A-2S: "5V"26 Ga.Metal Panel Deck Type: Wood,Non-insulated Deck Description: 19/32"or greater plywood or wood plank. Slope Range: 2": 12" or greater Maximum Uplift The maximum allowable design pressure for the 24"wide panel Pressure: shall be-120.9 psf.(See General Limitation#1) Deck Attachment: In accordance with applicable Building Code, but in no case shall it be less than#8 x 2"wood screws spaced 6"o.c around the perimeter and 12"o.c. in the field.. In reroofing, where'the deck is less than 19/32" thick (Minimum 15/32 ) The above attachment method must be in addition to existing attachment. Underlayment: Minimum underlayment shall be a ASTM D 226 Type II installed with a minimum 4"side-laps and 6"end-laps. Underlayment shall be fastened with corrosion resistant tin-caps and 11/4"annular ring-shank nails,spaced 6"o.c. at all laps and two staggered rows 12"o.c.in the field of the roll. Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with Union Corrugating Company's current published installation instructions. Fire Barrier Board: For class A or B fire rating,install minimum 1/4"thick Georgia Pacific"Dens Deck"(with current NOA)or minimum 4mm thick of Tritex,RockRoof(with current NOA)or 5/g' water resistant type X gypsum sheathing with treated core and facer or Elk Versashield(with current NOA). Metal Panels and Install the "5V Steel Roofing Panel" and accessories in compliance with Accessories: Union Corrugating Company's current published installation instructions and details. Flashing, penetrations,valley construction and other details shall be constructed in compliance with the minimum requirements provided in Roofing Application Standards RAS 133. 5V Roofing Panels shall be fastened with a minimum of#9 Hex Head Wood corrosion resistant fasteners with sealing washer. Fasteners shall of sufficient length to penetrate through the sheathing a minimum of 3/16". Fasteners shall be place in accordance with fastener detail herein as follows: 3. Panel side ribs shall be fastened along side of the panel inside ribs,one fastener at the overlap and one fastener at the underlap.Center panel rib shall be fastened with one fastener at the overlap side of the panel. 4. All fasteners at center rib,underlap rib,and overlap rib shall be spaced at a maximum of 24 inches o.c.parallel to the roof slope. See Detail B herein. NOA No.:06-1002.13 Expiration Date:05/17/12 Approval Date:06/14/07 Page 4 of 7 GENERAL LIMITATIONS: 1. The maximum designed pressure listed herein shall be applicable to all roof pressure zones(i.e.field, perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners). 2. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials Directory for fire ratings of this product. 3. All panels shall be permanently labeled with the manufacturer's name or logo,city,state and the following statement: "Miami Dade County Product Control Approved". 0 NOA No.:06-1002.13 Expiration Date:05/17/12 Approval Date:06/14/07 Page 5 of 7 DETAIL DRAWINGS 24"Coverage 1/2" DETAIL A Minimum #9HHself tapping screws w/ self sealing. 16"Minimum penetration through the deck See Table A Overlap 12.8" 11.5" Overlap 5V Panel NOA No.:06-1002.13 o Expiration Date:05/17/12 Approval Date:06/14/07 Page 6 of 7 DETAIL B PANEL OVERLAP FASTENER w/WASHER SUBSTRATE PANEL UNDERLAP FASTENER PATTERN IN THE FIELD OF PANEL PANEL OVERLAP FASTENER w/WASHER SUBSTRATE PANEL UNDERLAP FASTENER PATTERN AT THE EAVE& RIDGE OF PANEL Fastener Spaced at 24" o.c. 24„ 5V Panel- 24° AL END OF THIS ACCEPTANCE NOA No.:06-1002.13 Expiration Date:05/17/12 o + Approval Date:06/14/07 Page 7 of 7 Ml AM IDADE MIAMI-DADE COUNTY,FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE(NOA) Union Corrugating Company 701 South King Street Fayetteville,NC 23802-0229 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:Advantagelok II Metal Roof Panel LABELING:Each panel shall bear a permanent label with the manufacturer's name or logo,city,state and the following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.:06-1002.15 Expiration Date:12/07/11 Approval Date:12/07/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub-Category: Non-Structural Metal Roofing Material: Steel DeckType: Wood Maximum Design Pressure -108.15psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Product Specifications Description AdvantageLok II Length:varies TAS 125 Metal Roof panel coated with various Metal Roof Panel Width: 16" approved coatings of Ceram-A-Star® Height:3/4" 1050. Min.Thickness 0.018" TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS: Product Dimensions Product Manufacturer Description SikaFlex 201 Polyurethane based Adhesive Sika Industries Sealant Sealant EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Ceram-A-Star 1050 Lab Test Certification ASTM B-1 17 9/19/06 ASTM G-23 PHI Asphalt UCC-004-02-01 TAS 100 04/26/06 Technologies,Inc. Farabaugh T185-06 TAS 125 07/25/06 Engineering and Testing,Inc. NOA No.:06-1002.15 Expiration Date:12/07/11 Approval Date:12107/06 Page 2 of 7 SYSTEM DESCRIPTION SYSTEM A=1: Advantagelok H Metal Panel Deck Type: Wood,Non-insulated Deck Description: 19/32"or greater plywood or wood plank. Slope Range: 2": 12"or greater Maximum Uplift See Table A below Pressure: Deck Attachment: In accordance with applicable Building Code,but in no case it shall be less than#8d ring shank roofing nails spaced at 6"o.c. Underlayment: Minimum underlayment shall be an ASTM D 226 Type II installed with a minimum 4"side-laps and 6"end-laps. Underlayment shall be fastened with corrosion resistant tin-caps and 11/a"annular ring-shank nails,spaced 6"o.c.at all laps and two staggered rows 12"o.c.in the field of the roll. Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with Union Corrugating Company's current published installation instructions. Fire Barrier Board: Any approved fire barrier having an NOA. Or for class A or B fire rating, install minimum 1/a"thick Georgia Pacific"Dens Deck"(with current NOA)or minimum 4mm thick of Tritex,RockRoof(with current NOA)or 5/g"water resistant type X gypsum sheathing with treated core and facer,or one layer of Elk Corporation Versashield(with current NOA). Metal Panels and Install the "AdvantageLok U Metal Roofing Panel" and accessories in Accessories: compliance with Union Corrugating Company's current published installation instructions and details. Flashing, penetrations, valley construction and other details shall be constructed in compliance with the minimum requirements provided in Roofing Application Standards RAS 133. AdvantageLok II Metal Roofing Panels shall be fastened with a minimum of #10-12 x 1"A-point pancake head corrosion resistant fasteners. Fasteners shall of sufficient length to penetrate through the sheathing a minimum of 3/16. 1. Fasteners shall be placed 6"o.c. as shown in Detail B. See Table A below for maximum pressures allowed. 2. For Perimeter and Corners,use a 3/16"bead of SikFlex 201 Sealant as shown in Detail C. See Table A below for maximum pressures allowed. TABLE A Maximum Design Pressure Field Perimeter and Corner1'2 Maximum Design Pressure -61.1 psf -108.15 psI 1. Extrapolation shall not be allowed 2. Using 3/16"bead of SikFlex 201 Sealant as shown in Detail C. NOA No.:06-1002.15 Expiration Date:12/07/11 Approval Date:12/07/06 Page 3 of 7 SYSTEM.DESCRIPTION SYSTEM B-1: Advantagelok II Metal Panel Deck Type; Wood,Non-insulated Deck Description: 15/32"or greater plywood or wood plank. Slope Range: 2": 12"or greater Maximum Uplift See Table B below Pressure: Deck Attachment: In accordance with applicable Building Code,but in no case it shall be less than#8d ring shank roofing nails spaced at 6"o.c. In reroofing,where the deck is less than 19/32"thick(Minimum 15/32"),the above attachment method must be in addition to existing attachment. Underlayment: Minimum underlayment shall be an ASTM D 226 Type II installed with a minimum 4"side-laps and 6"end-laps. Underlayment shall be fastened with corrosion resistant tin-caps and 11/4"annular ring-shank nails,spaced 6"o.c.at all laps and two staggered rows 12"o.c.in the field of the roll. Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with Union Corrugating Company's current published installation instructions. Fire Barrier Board: Any approved fire barrier having an NOA. Or for class A or B fire rating, install minimum 1/4"thick Georgia Pacific"Dens Deck"(with current NOA)or minimum 4mm thick of Tritex,RockRoof(with current NOA)or 5/8"water resistant type X gypsum sheathing with treated core and facer,or one layer of Elk Corporation Versashield(with current NOA). Metal Panels and Install the "AdvantageLok II Metal Roofing Panel" and accessories in Accessories: compliance with Union Corrugating Company's current published installation instructions and details. Flashing, penetrations, valley construction and other details shall be constructed in compliance with the minimum requirements provided in Roofing Application Standards RAS 133. AdvantageLok II Metal Roofing Panels shall be fastened with a minimum of #10-12 x 1"A-point pancake head corrosion resistant fasteners. Fasteners shall of sufficient length to penetrate through the sheathing a minimum of 31,6". 3. Fasteners shall be placed 6"o.c.as shown in Detail B. See Table A below for maximum pressures allowed. 4. For Perimeter and Corners,use a 3/16"bead of SikFlex 201 Sealant as shown in Detail C. See Table A below for maximum pressures allowed. TABLE B Maximum Design Pressure Field Perimeter and Corner'2 Maximum Design Pressure -61.1 sf -100.1 psf 1. Extrapolation shall not be allowed 2. Using 3/16"bead of SikFlex 201 Sealant as shown in Detail C. NOA No.:06-1002.15 Expiration Date:12/07/11 Approval Date:12/07/06 Page 4 of 7 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Neither rational analysis,nor extrapolation shall be permitted for the maximum design pressures listed in the"Perimeter and Corner"roof areas as noted in Table"A"herein. 3. Panels shall be roll formed in continuous lengths from eave to ridge.Maximum lengths shall be as described in Roofmg Application Standard RAS 133. 4. All panels shall be permanently labeled with the manufacturer's name or logo,city,state and the following statement:"Miami Dade County Product Control Approved". NOA No.:06-1002.15 Expiration Date:12/07/11 Approval Date:12/07/06 Page 5 of 7 DRAWINGS DETAIL A F' 12" min - 16" max ADVANTAGELOK II METAL ROOF PANEL PROFILE DETAIL B a . e a . . s FASTENING DETAIL NOA No.:06-1002.15 Expiration Date:12/07/11 Approval Date:12/07/06 Page 6 of 7 DETAIL C FIELD CONDITIONS DETAIL Sikaflex 201 Sealant / a" Bead PERIMETER AND CORNER CONDITION DETAIL END OF THIS ACCEPTANCE NOA No.:06-1002.15 Expiration Date:12/07/11 Approval Date:12/07/06 Page 7 of 7 City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: / / Site: t5724 t T '21' f Old ,n€L P ermi ype: Approved wino comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This conne eet s all be kept with the permit and/orplans. Kalvin tzer— Examiner Date Contractor and/or Homeowner (Required when comments are present) JAN. 9. 2009 10: 21AM WA NEUMANN CONST. NO. 7223 P. 1/5 r r�: ......•... .5 6OHiucj, FAX DATE: TO: VICKI FROM: MELINDA CHEATHAM HELLO VICKI, HERE ARE THE DOCUMENTS YOU REQUESTED. THANKS, MELINDA 12630 Curley Street * Suite 104 * San Antonio, FL 33576 * Ph: 352-588-0910 * Fax: 352-588-0911 JAN. 9. 2009 10: 21AM WA NEUMANN CONST, NO. 7223 P. 2/5 CERTIFICATE NO.I DATE ACORN, CERTIFICATE OF LIABILITY INSURANCE AGOG-13100436-64951 14/g/2000 6:04:30PM PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Highpoint Risk Services LLC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 14160 Dallas Parkway #500 HOLDER. THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Dallas, TX 75254 (800) 632-5096 (972) 715-0959 Fax: (972) 404-4450 INSURERS AFFORDING COVERAGE INSURED: plfS 1/c/f: INSURERA Companion Pronertv and Casualty Insurance C W.A. NEUMANN CONSTRUCTION, INC. INSURERS; 12630 CURLEY ST. STE 105 INSURERC: SAN ANTONIO, FL 33576 INSURERD: (352) 588-0910 Fax: (352) 588-0911 INSURERE: COVERAGE THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE INSA TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATIO LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY FIRE DAMAGE(Any One Rrc) $ CLAIMS MADE OCCUR MED EXP(Anyone pemon) S PERSONAL A AOV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ POLICY flPRC- floc AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accidenQ ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per pwion) HIRED AUTOS BODILY INURY $ NON-OWNED AUTOS (ParaccldenQ PROPERTY DAMAGE $ (PotaocidenI) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EAACC $- R AUTO ONLY: AGO $________ EXCESS LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE S RETENTION $ S WORKERS COMPENSATION AND WC77779990601 04/01/2008 04/01/2009 X ITiI EMPLOYERS LIABILITY 1000000 E.L.EACHACCIDENT $ A E.LDISEASE-EAEMPLOYEE $ 1000000 E.LDISEASE-POLICY LIMIT $ 1000000 OTHER UNITS $ LIMITS $ 1. This certificate remains in effect, provided the client's account is in good standing with AMS. Coverage is not provided for any employee for which the client is not reporting wages to AHS. Applies to 100% of the employees of AMS leased to W.A. NEUMANN CONSTRUCTION, INC., effective 04/01/2008. ***PLEASE SEE ATTACHED EMPLOYEE ROSTER.*** ADDITIONAL INSURED;INSURER LETTER: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAR. 30 DAYS WRITTEN City of Zephyrhills -Building Dept 5335 8th street NOTICE TO 1146 CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO 00 50 SMALL Fax; 813-780-0005 IMPOSE NO OBUGATION OR LLLBILRY OFANY KIND UPON THE INSURER,ITSAGENTS OR Zephyrhills, FL 33542 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25-S(7/97) ®ACORD CORPORATION 1988 JAN. 9. 2009 10: 21AM WA NEUMANN CONST. NO. 7223 P. 3/5 ACORD ' CERTIFICATE OF LIABILITY INSURANCE wAOPI i DAE(4 oe PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Stahl & Associates Insurance HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 3939 Tampa Road ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Oldsmar FL 34677 Phone:727-784-8554 Fax:727-789-2823 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Mid-Continent Casualty Co. INSURER B: W. A. Neumann Construction Inc INSURERC! -P.O. - San Antonio 120FL 33576 INSURER D: I INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALLTHE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ON LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE MM/DD/YY DATICY EFFECTIVE E E WOINY( LIMITS GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 A X COMMERCIAL GENERALLIABILITY 04GL000732087 09/28/08 09/28/09 DPREMI$Es a cca_aence) 5100,000 CLAIMS MADE i'}OCCUR MED EXP(Any one person) S Excluded PERSONAL&ADV INJURY f 1,000,000 ._....._. GENERAL AGGREGATE s2,000,000 GEIL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGO $2.000,000 POLICY JEC LOC ..._ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) S ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per Person) HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per accident) -.. .. PROPERTY DAMAGE (Per accident) f GARAGE LIABILITY AUTO ONLY-EA ACCIDENT f ANYAUTO OTHER THAN EAACC S I AUTO ONLY: AGO $ EXCESS/UMBRELLA LIABILITY $ EACH OCCURRENCE OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE ....... .... ..... $ RETENTION S $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY TORY LIMITS ER ANY PROPRIETOR/PARTNERIEXECUTIVE E.L.EACH ACCIDENT S OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ N yea,deaaihe under SPECIAL PROVISIONS DNav E.L.DISEASE-POLICY LIMIT S OTHER I DESCRIPTION OF OPERATIONS!LOCATIONS/VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENTI SPECIAL PROVISIONS RE Jason Neumann FL Contractor Lic # CEC 058155 CERTIFICATE HOLDER CANCELLATION CITYZE1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SMALL CITY OF DING ZDEPTRHILLS IMPOSE NO OBLKTATtON OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR BUIL DEPT 5335 8TH ST REPRESENTATIVES. ZEPHYRHILLS FL 33540 e& X1 ACORD 25(2001/08) G ®ACORD CORPORATION 1988 O r+ cOia Qlu tH :Z 3 Wm W.N o m I,y� tWO om . 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