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HomeMy WebLinkAbout09-9146 CITY OF ZEPHYRHILLS • 5335 - 8TH STREET (813)780 -0020 9146 BUILDING PERMIT w -- } `. a 757777-7171177 A '�e......' r id ° ' 5 6 ,, aii4 .f U Permit Number: 9146 Address: 5505 8TH 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: Improv. Cost: 8 000.00 Date Issued: 5/22/2009 Name: EARY, LOWELL D. Total Fees: 105.00 Address: 5505 8TH ST Amount Paid: 105.00 ZEPHYRHILLS, FL. 33542 Date Paid: 5/22/2009 Phone: Work Desc: RE -ROOF WITH METAL _ RYMAN CONSTRUCTION CO., 1NC. REROOF RESIDENTIAL 105.00 er7i1 r°9 ..A41$ a, t K ,k101 €L% :, r dv ✓aa a ;.Rsc ax..e � E s c :: . :% K t a �' ..a,, �s ?,'_. E g%'; s�a i .E. ` :lo € ..;s'.` 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 rding your notice of commencement." 6 CONTRAC Le' SI NA PERMIT OFFI �R PERMIT EXP ' • S IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER Iq °0 �- - 4,',..,, ,. , „zefr.fr R votaft ReloA,49 €7 License # CCC1325505 NeA le,_.. Ctbmer: Lowed Eary Date: 2 -23 -09 (� n � ' Address: 5505 8 St. Zephyrhills, irtL. r Contact Numbers: 760 -3936 6-1-(---./V I/j' /'A Job Description: 5 )(2--C-8 s 1. Perform complete tear off of existing metal roof 2. Dry roof in with #30 felt paper (double layer on 3/12 pitch) f n� W1-f 3. Install 26 gauge 5V Crimp Galy -alum non - painted roof package 4. Install all new flashings to properly install metal package 5. Perform complete job site clean up on daily basis. - 6. Price includes all materials, labor and permits as described above. - 7. Provide a 5 year labor warranty Extra's: Bad 1 /2" plywood replaced at a cost of $45.00 per sheet. All other woad :: work such as, but not limited too, rafter replacement, fascia replacement, etc. will be charged as an extra at a rate of $55.00 per man hour plus the cost of materials. Payment to be made as follows: Upon completion of job Page 1 of 2 p. DO Total Bid Price S.nck c-idtS Ai This becomes a binding contract upon acceptance of proposal. Purchaser acknowledges a copy of this contract. l 6, 43`t I. All material is guaranteed to be as specified and completed in a substantial workmanlike manner. k �- - ,s0 2. All agreements oontingent upon strikes, accidents or delays beyond our control. Owner to carry fire, hurricane and other necessary "" insurance upon above work. 3. Labor warranty does not cover damage to roofs caused by lighting, hurricane, tornado, hailstorm, impact of foreign objects orother violent storm or casualty damage to roofs due to settlement, distortion, failure or cranking of roof deck, walls or foundation of a building. 4. Workmen's compensation arxi public ompeav pu liability insurance on above work to be taken out by RYMAN ROOFING or its sub- contractors. 5. RYMAN ROOFING, INC. is not responsible to provide any materials or to perform any work other than what is described above. Replacement of deteriorated decking, fascia board or any other additional materials/labor that maybe needed and is not described above will be charge as an extra unless otherwise stated herein. 6. This contract is subject to final approval by RYMAN ROOFING, INC. and is the entire agreement of the parties and no other - written or other forms will be recognized. 7. A charge of 1,5% will be made on all unpaid balances after 30 days plus charges incurred for non - payment procedures. This proposal may be withdrawn by layman Roofing if not accepted in (30) Days The above prices, specifications and conditions are satisfactory and are hereby accepted. You are Authorized to d the] as specified above. Date: ,' 4 / b 7 Signature: e X ' ';Z Xott, Date: ..^/ /©i Estimator: ----- ____.. _ _ ..........._..�...-: Ryman Roofing, Inc. will not be held responsible for any septic tank, sod, shrubbery, paint, concrete, pavement, sidewalk, gutters, down spouts, screening of any type, and/or any other type of piping damage that may occur from the above referred job. • • 37325 SR 54 • Zephyrhills, Florida 33542 • Telephone: 813/782 -6094 • Fax: 813/783 -2645 ' 813 -18U -UUZU LIty ut Ltsptlytlima 1 c tttIIL r - .NpJuwa..u�.. Building Department Date Received — & t� a r Phone Contact for Permittin. -- Owners Name takAl 1 b • (aY Owner Phone Number - 700 3 6 Owner's Address 37" l W(11 90 1-1:04.10CRZeS Owner Phone Number I Fee Simple Titleholder Name Owner Phone Number s I I Fee Simple Titleholder Address JOB ttIDDRESS 5 505 A -lit a . Z -Q \ij4(lI S ) s—c-R--- LOT # I S 42 f SUBDIVISION PARCEL ID# it '� 1 — 00( r 1 Day- ' 7 - OoS l (OBTAINED FROM PROPERTY TAX NOTICE) WORI4 PROPOSED NEW CONSTR ADD /ALT 1 SIGN 1 I MOVE I I DEMOLISH INSTALL REPAIR � cof - PROPbSED USE I I SFR I I COMM 1 1 OTHER I I TYPE OF CONSTRUCTION I I BLOCK I I FRAME 1 1 I STEEL I OTHER DESCRIPTION OF WORK PIO o h uctS e, W ( ( €` o f BUILDING SIZE SQ FOOTAGE \P 00 HEIGHT BUILDING $ VALUATION OF TOTAL CONSTRUCTION I I 1 ELECTRICAL $ AMP SERVICE I I PROGRESS ENERGY I I W.R.E.C, I I PLUMBING $ 4 I I , MECHANICAL $ VALUATION OF MECHANICAL INSTALLATI Y I I GAS IK ROOFING I I SPECIALTY 1 I OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA I IYES I , INO 1 BUILfIIER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address License # ELECT, RICIAN COMPANY SIGNATURE REGISTERED I Y 1 N 1 FEE CURRENT 1 Y/ N I Address 1 License # PLUMBER COMPANY SIGNATURE REGISTERED I Y / N I FEE CURRENT I Y/ N I Address License # MECHANICAL COMPANY • SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I A ddress I • • -i ill License # or y CO MPANY `1ZWt t (A OUP \� '�'- � ' ` -Ittbii -4 rr (-- . REGISTERED L Y/ N I FEE CURRENT Y I Address Eff M M >:0 Liu -S / License # 1 CC-C (3 ZS %s 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 vy/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions /large projects COMMERCIAL Attach (3) 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 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 Attomey (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 NC Fences (Piot/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 allow. J 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. AGE affidavit prior to commencing lication. A conditioning, gas, or other installations plumbing, d shall be pools, ed be a license to proceed with the work and not a authority to v iolate, can alter, or permit issued p i provisions constru set aside any correction of errof ors the technical rors in plans, construction s or a violations of any codes. the Building Official from issued shall become invalid requiring a correctn of r by unless the work authorized by such permit is commenced of sx (6) within six after the time the permit workas commenced. A nce, or if work exte in the permit is suspended or abandoned for a period may be requested, in writing, from the Building O fo l r i ni ninety period not to exceed ninety days, th�job is dared abandoned demonstrate justifiable cause for the extension. If work ceases WARNING TO 0 NER: YOUR FAILURE TO RECORD A NOTICE OF INTEND COMMENCEMENT MENT FINANCING, RESULT IN R WAR PAYING TWICE "' R IMPROVEMENTS OR AN A• RNEYOBEFORE RECORD NG �s UR NOTICE OF . O u , - WITHY• LE►��ERORANA /' FLT DAJU :. 117.03) i� &� .... swo r(or ` e•) be or- Su b AGEN �L� � before Subscrib r Subscribe. ...re .rn to (or a by by W Is/ are Who rse ovally known to me or has P �°Catlon. Who Is /are personally known to me as Identification. roduced _Notary Public Notary Public Commission No. -- - — Commission No. —_— - Name of Notary typed, Printed or stamped Name of Notary typed, printed or stamped • / 111111111111 111111111111111111111111111111111111111111111111 STATE OF FLORIDA, COUNTY OF PAS' cb THIS IS TO CERTIFY THAT THE FOREGOING'IA, 2009071161 TRUE AND CORRECT COPY OF THE DOCUME=NT ON FILE OR OF PUBLIC RECORD IN THIS OFFICt D S: ° 1244454 Rec: 10.00 ,T) E� S MY HAND A 1 OFFICI�I 05/2 IT: 0.00 a DAY ®F l,y - - - DPtY Clerk PAULA S. O'NEIL, CL G PRULR 5. O'NEIL, PR5CO CLERK & COMPTROLLER 1 COMPTROLLER 05/22/09 0 : 4 BY= � � 11r, lo , � � ' 1 ®: DEPUTY OR BK 808' 9 1POc 1 0E OF COMMENCEMENT Permit No. Property Identification No. 1 f — j aCCK3 — by S') THE UNDERSIGNED hereby give informs you that the improvement will be made to certain real property, Section 713 13 of the Florida Statutes the following ` information is provided in this NOTICE OF COMMMENCEMENT � with 1: - e CVNi i o no fpr a ldS t+-16- T $`1 54 453 (0( 6s-.. 00 F'7 a) Street Address: e'al iph ` u ' 4`°' L .00 at re o7 Ge.$S W L 2.General descriptio f improvem ts: Cri n 4z_--roo 3.Owner Information Q a) Name and address u ,Of I b• & 3 3 1 3 CU ff(l4't � ' O p / il c 0 ` , C: b) Name and address of fee simple titlehold other than owner) (,a CX e 3� c) Interest in property 4. Contractor Information a) Name and address: F Aa , 1 y �A 4 ..a, , 4, ' M 6 S j Z 1 b) Telephone No.: ;� , �L Fax No. (Opt.) �'' S.Sure Information ( P) ' C .Surety ton1� a) Name and address: b) Amount of Bond: O c) Telephone No.: Fax No. (Opt) 6.Lender a) Name and address: 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. O 8.In addition to himself, owner designates the following (pt 713.13(1)(b), Florida Statutes: $Person to receive a copy of the Lienor's Notice as provided in Section a) Name and address: b) Telephone No.: 9.Expiration date of Notice of Commencement (the expiration date is one year from the da a of recording unless a different date is specified): WARNING TO OWNER; ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVE I MENTS TO , YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IFINAIRITEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCINOVORK • YOUR NOTICE OF COMMENCEMENT, STATE OF Fbb A a / . COUNTY O$ P�',SCOc_ /j- . � ; 4.- � rN Public State of Florida „( (�y� '' +! at en Ryman Si of or Owner's Autho Ol c uector/Partner • rt I1 Commission DD751510 /Manager r • . Expires 01!24!2012 pmt Name �� � / V t0 R y Re fore ng i nstrument was ac before me this 6 da Y of �'lt�.� 2 1 , Fp by (A.,4 ( • as in fact) for (type of authority, e.g. officer, trustee, attorney (name of party on behalf of whom ins ent was executed). Personally Known J/ OR Produced Identification Notary Signature Type of Identification Produced Name (print) G �‘ � � a_ 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. FOrtMS /NOC,nsd2o07 Signature of Natural Person Signing Above 05- 2'0 -'09 03: 53 FROM-ABC SUPPLY CO, 3525232227 T -850 P002/011 F -037 • • ECI FL #6895.2 C 1460 -3 6.13.06 Page 2 of 3 -- ' 1 Manufacturer Union Corrugating Company Product Name: 5V Panel Panel Description: 24" wide coverage with (5) 1/2" high ribs Materials: Min 26 ga. with galvanized coated steel (ASTM A653) or Galvalurne coated steel (ASTM A792) or painted steel (ASTM A755) in Grade E (F = 80 ksi). Finished with optional Silicone Polyester coating. Deck Description: 19/32" CDX Plywood (New Construction) 15/32" CDX Plywood (Existing Construction) Deck Attachment: 8d - 2" long ring shank nails or #8- 2" long wood screws 6" OC in the plywood field and edges Slope: 1/2: 12 or greater in accordance with FBC 2004 Section 1507.4.2 Design Uplift Pressure: 91.8 psf @ fastener spacing of T 0" ' (Factor of Safety = 2) 113.1 psf @ fastener spacing of l' 0" e/ , Panel Attachment: At panel ends #9 -15 - 2" long SDS ® 6" OC across panel width 0 panel width p � At intermediate #9 - 15 - 2" long SDS @ 12" OC across „ce/ Test Standards: Roof assembly tested in accordance with UL- 580 -94 V .k' `Uplift Resistance of Roof Assemblies' & UL 1897 - 0 `Uplift Tes • '__ . _ y . . _ 6 ` r i\A / Code Compliance: The product described herein has demonstrated complianc : 4 4 ' with FBC 2004 Section 1507.4 Product Limitations: Design wind loads s alh 1 be determined for each project in accordance with FBC 2004 Section 1609_ The maximum fastener spacing listed herein shall not be exceeded. This product is not approved for use in the High Velocity Hurricane Zone. Supporting Documents: UL 580 Test Reports Farabaugh Engineering and Testing Inc Project No. T164 -06, Reporting Date 6/8/06 Hurricane Test Laboratory Report No. 0293 - 0202 -06, Reporting Date 4/5/06 AljthWOW ��� , c�,�,.®RIDLDI1tiG � RIC CODE ABUi ANL1 r 1 Of �l1 OEp A1�CES REVIEW DATE J " ^_ et CIS` OF ZEPHYRHILL I oLf ' S ,. � ti INER 05- 20 -'09 05:59 F3OM -AFC SUPPLY CO. 3525232227 T -850 P003/011 F -037 MIA M MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLA.GLBR BUILDING WILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 n N PRODUCT CONTROL DIVISION MIAMI. FLORIDA 33130-1563 `� (305) 375 -290! FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) Union Corrugating Company P.O. Box 229 Qt 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 Boetd of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AEJ)_ 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 basted for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufactures 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 RIDNEWAL 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 rahanufacture 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 re{noval of NOA. ADVERTLSEMENT: 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. s �1 NOA No.: 06-1002.13 Expiration Date: 05/17/12 Approval Date: 06/14/07 ■rr Pagelof 05- 20 -'09 08:59 FROM -ABC SUPPLY CCU, 3525232227 T -850 P004/011 F -037 ROOFING ASSEMBLY APPROVAL: CIIMEN11 Roofing o : Non- Structural Metal Roofing Steel peck Tlbe: Wood Modesty* Design Pressure •1209 psf (See General Limitation #1) The alladOcadoim Pure See General Limitation #2 TRADE NAMES OF PRODUCTS MANI/ ermen ON 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- ASta$) (Coverage width : 24 ") 900. Height: W' Ian. Thickness 0.019" TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS: Product Disneasions Product Manufacturer DigeriPtiou Fasteners #9 Corrosion resistant. sharp point hex - Generic iti (Panel) head screws with neoprene sealing (with current washer. NOA) EVIDENCE SUBMITTED: Ifig.ARML Test Identifier Tog Name/Report Date Fatrabangh T164-06 TAS -125 06/08/06 Engineering and Testing, Inc. Akzo Nobel Coatings, Lab Test Certification ASTM B -117 Inc. ASTM 0-23 PRI Asphalt IITL, 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 06/22105 Laboratory, Inc. NOA No.: 06- 100243 &Oration Date: 05/17/12 Approval Date: 06/14107 Page 2 of 7 05- 20 -'09 09;00 FROM -ABC SUPPLY CO, 3525232227 T -850 P005/011 F -037 j SYSTEM DESCRIPTION 1 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 dock is less than 19 42' 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" side4aps and 6" end -laps. Underlaynnent shall be fastened with corrosion resistant tin -caps and 11" 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 Bander Board: For class A or B fire rating, install minimum '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 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 Itooftng Panels shall be fastened with a minimum of #9 Hex Head Wood corrosion resistant fasteners with scaling washer. Fasteners shall of sufficient length to penetrate through the sheathing a minimum of 9 1 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, undeclap 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 F1eld Perimeter and Corner _ Maximal 1 . pressures . 91275 i : f -1111 Maldmarm Fastener : _ 24" o.c. 1Z" o.c. 1. Extrapolation shall not be allowed NOA No.: 06- 1002.13 Expiration Date: 05m/12 Approval Date: 06/14/07 y Page3of7 05- 20 -'09 09: 00 FROM -ABC SUPPLY CO. 3525232227 T -850 P0081011 F -037 SY'SThM A 2S: "W" 26 Ga. Metal Panel Deck Type: Wood, Non - insulated Deck Description: 19 42" 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 420.9 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 14 !32" thick (Minimum 15 /32') The above attachment method must be in addition to existing attachment. Underlayment: Minimum underlaytnent 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 1A" 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, Rockiioof (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 "SV Steel Roofing Panel" and accessories in compliance with Accessories: Union Corrugating Company's current published installation instructions and details. Hashing, penetrations, valley construction and other details shall be constructed in compliance with the minimum requirements provided in Roofing Application Standards RAS 133. SV 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 46 ". 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: 06/17/12 Approval Date: 06/14/07 Page 4of7 05- 20 -'0'9 09;01 FROM -ARC SUPPLY C.O. 3525232227 T -850 P00711311 F -037 GENERAL LIMITATIONS: 1. The maximum designed pressure listed herein shall be applicable to all roof pressure zones (Le. 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. Fue 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 ". ) NOA No.: 06- 1002.13 Expiration Date: 05/17/12 = Approval Dare: 06/14101 �, Page S of 7 05- 20 -'09 09 :01 FROM-ABC SUF'PL? CO. 3525232227 T -350 P008/011 F -037 DETAIL, DRAWINGS 24^ coverage 1/R" DETAIL A • Minimum 99HHself tapping . screws wl self sealing. " Minimum penetration through the deck r \ ) - See Table A ti - Overlap 12.5^ 11.5^ Overlap SV Panel NOA No.: 06.1002.13 4 ;k1 Expiration Date: 05/17/12 } - Approval Date_ 06/14/07 � y Page 6 of 7 05- 20 -'09 09:02 FROM -ABC SUPPLY CO, 3525232227 T -850 P009/011 F -037 DETAIL $ PANEL OVERLAP FASTENER w/ WASHER • .. SUBSTRATE PANEL UNDERLAP FASTENER PATTERN IN THE FIELD OF PANEL PANEL OVERLAP • FASTENER w/ WASHER i t 1�111� s yr� �� 1 ��'iu - - L�a� w�. SUBSTRATE PANEL UNDERLAP FASTENER PATTERN AT THE EAVE & RIDGE OF PANEL Fastener Spaced at 24" o.c. 24 5V Panel 24" • END OF THIS ACCEPTANCE NOA No.: 064002.13 Expiation Date: 05/17/12 Approval Date: 06/14/07 Page 7 of 7 �Mr • 05- 2J -'09 09;02 FROM -ABC SUPPLY CO. 3525232227 T -850 P010/011 F -037 UNION CORRUGATING COMPANY $ , Y OIU; h )01. r-Or" Lite. Important Notice: This is only a guide. It is the users responsibility to verify local building code requirements. Please check with your local building code office before beginning any project. MEE If metal is not to be installed immediately, store inside in a well ventilated, dry location. Condensation or other moisture can form between the sheets during storage causing water stains or white rust which detracts from the appearance of the product and may affect the product's useful life. Trapped moisture between sheets of painted metal can cause white rust to form underneath the paint. This can cause the paint to flake off the panel immediately or several years later. To prevent white rust and staining, breakthe shipping bands on the material. Store the material on end or on an incline of at least $ " with a supporting board underneath to prevent sagging, Fan the sheets slightly at the bottom to allow for air circulation. Keep the sheets off of the ground with an insulator such as wood. Any outdoor storage is at the customer's own risk. If outdoor storage cannot be avoided, protect the metal using a canvas cover or waterproof paper. Never cover the metal with plastic as this will cause condensation to form. General Installation Information Insure that the structure is square and true before beginning panel installation. If the structure is not square, the panels will not properly seal at the side laps. Green or damp lumber is not recommended. Moisture released from the damp lumber may damage the metal panels_ Remove any loose metal shavings left on roof surface immediately to prevent corrosion, Keep roof free of debris that could trap moisture on the metal, causing corrosion, MINEEM Always wear heavy gloves when working with steel panels to avoid cuts from sharp edges. When power cutting or drilling steel panels, always wear safety glasses to prevent eye injury from flying metal fragments. If you must walk on a metal roof, take great care. Metal panels can become slippery, so always wear shoes with non -slip soles. Avoid working on metal roofs during wet conditions when the panels can become extremely slippery. Walking or standing on a metal roof which does not have a plywood or other deck beneath it is not recommended. How- ever, if you must do so, always walk on the purlins, never between. Do not, for any reason, walk on a roof made of material thinner than 29 gauge. Fastening If you wish to pre -drill fastener holes, use a cover sheet to prevent hot metal • shavings from sticking to panels. It is recommended that you cut panels upside Underdriven Overdriven Correct down using a nibbler. For best results, use double washered wood screws, minimum of 1 "long. Position screws as shown in Figure 1 below. Screws should be applied at AL ever purlin. Do not overdrive the screw as this will form a dimple which can collect water and cause leakage. Do not leave any loose screw that have missed the purlin. kftft Remove the screw and seal the hole with butyl caulking or stitch screw. Do not — apply - screws - through -the nit- siphoning - channel _.,... ----- .._..-- .-- ..--- ......_ _. v _ .. . v — Figure 1 Figure 2 Y v ,a i ' "o FASTENING PATTERN FOR 1 -1/2" SCREWS - EAVE & ENDLAPS Channel f e"M FASTENING PATTERN FOR 1 -1/2" SCREWS - INTERMEDIATE m�ae 05- 20 -'09 09:02 FROM -ABC SUPPLY CO, 3525232227 T -850 P011/011 F -037 R.firl & Siding For best results, start siding at door, window, or other opening in the wall. Use corner trim or other standard trim for strong, neat edges. Slopes of less than 3 " on 12 " are not recommended. For slopes of 3" on 12" or greater, end lap panels 6" Side laps should face away from the prevailing wind. Lay the first sheet along the eave at the down -wind side of the roof, farthest away from the direction of the prevailing winds. Install sheets in the sequence shown in Figure 3, always end lapping the upper panel on the top of the lower panel. Sheet Installation Pattern Option 1 Option 2 Option 3 Pusns Wind ling /, /♦ /♦ // Wands 301bJeltPep 1 \ 1� 1� '; 1 Iff /_ /'�il /AIM Pepe no]t,.FeftP V V V r Spacing ` ` ` , \' � ` , 1 Wood Frame S A olid Deck * Existing Shingles* • Use Maximum 2'Purlin Spacing • Lay Plywood Deck • Apply 30 Ib. Felt Paper 6'Endlap `1 • install Metal \ 1` • Apply30 Ib.Felt Paper •Install Metal Note: Do not use this option for heated •Install Metal 1 ` spaces. * Proper ventilation and vapor barrier protection recommended for heated spaces. Allow an overhang of 2" at the eave to provide for a drip edge. Use inside closure at eave to prevent insect or bird infestation at openings. To protect against uplifting winds and to provide a finished appearance,apply rake trim or other standard gable trim. Apply fasteners every 6 " -10" 14 " ridge cap is recommending to prevent leakage. Seal off ridge and panel using outside closure strip. Use of 3/8" butyl caulk tape is recom- mended at all side laps, especially for more shallow roofs. Apply the tape as shown in Figure 2 (front) at all lap ribs. Do not block the siphon channel with the tape. CERTIFICATIONS &TESTING • Dade County NOA #05- 0919.07 • UL 790 Fire Resistance Class 4 • Florida Building Code Approval #FL4586.1, #FL6144.3 • UL 2218 Impact Resistance Class 4 • Texas Department of Insurance Approval #119 • UL 580 Uplift,UL Class 90 CONSTRUCTION #579 ALLOWABLE UNIFORM LOADS PER SQUARE FOOT Maximum purlin spacing for roof 2' on center and maximum girt spacing for sidewall 3' on center. Place fasteners in the pan of panel for best results. (Three spans or more) LIVE LOAD (lb /ft') WIND LOAD (lb/ft') SPAN (INCHES) 12" 15" _ 18" 21" 24" 30" 36" 12" 15" 18" 21" 24" 30" 36" 29 Gauge 146 93 64 47 36 23 16 200 128 89 65 SO 32 22 26 Gauge 200 128 89 65 50 32 22 267 170 118 87 66 42 29 NOTES: 1. Theoretical allowable loads are based on section properties and allowables calculated in accordance with 2001 AISF Specifications. 2. Theoretical allowable loads are based on three or more uniform spans. 3. For roof panels, deduct self weight for actual 'live load' capacity of the panel. 4. These Toads are for panel strength. Frames, purlins, decks and fasteners must be designed to resist all loads imposed on the panel. 5. Check local building codes if panel testing is required. It is the users responsibility to verify all applicable code requirements for the area,check all measurements, and determine suitability of product for job. Implied warranties of merchantability and fitness for particular purpose are disclaimed. Copyright ¢7t g98 by Union Corrugating Company. All rights reserved. No parts of this document may be reproduced or distributed in any form whatsoever without prior written authorization. Rev.11/06