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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: FEES DUE: Y 1 RECEIPT #: Permit #- VITIPLEW011ff any r�IVµ F p 1. Location/Site Address: 2. 3. 4. 6. Planning & Development Services Department Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 St. Tel. 772-462-1553 Parcel ID Number: ILA C)L ©Q `i I • = • Q SCANNED BY Lucie County Office Use Only Section Township Range Map Page Zoning Land Use Initials Description of Project or Work Activity: Total Roof Area (square feet): 6 5. Roof Pitch: lt� % I '.�_ —y Type of Roof: [fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle [ ] Tar & Gravel [,ModiLfi{ed Bitumen [ ] Other [�roduct Approval required for all types of Roofing�M7aterial (2 Sets) ] All Commercial Roofing requires design by an Engineer or Architect (2 Sets) with Product Approval attached ** Roof Mitigation per F.S. 553.844 will be required 7. Owner Informatio`nn n 8. Name:\\&6 Address: QI"(rj5 [ fnlioiS jalE.. City:l Wl; State: L; Zip: q Lo Phone: (91 9. Value of Construction: $ (n Contractor Information FL Reg/Cert County Cert Business Name: T b�jo aciltig Phone: 11 o y h "Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval. CONTRACTOR/OWNER'S AFFIDAVIT: I certify that all of the i formtion contained in this application is correct and that all work will be done in compliance wii al pplicable laws regulating construction and zoning. r PRINT QU LIFIERS/OWNERS NAM SIGNATURE QU IFIER/OWNER STATE OF FLORIDA, COUNTY OF , ACKNOWLEDGED BEFORE ME THIS DAY OF 20 , BY 1 WHO IS P RS LLY V TO ME OR HAS RODUCED AS IDEN@�JMC-STATE OF FLORIDA Karen S. Nielson r" - SI NATURE T R TYPE OR P INT NAME OF NOTARY (seal) _Commission #DD1000358Expires: JUNE 12, 2014 BONDED THRU ATLANTIC BONDING CO., INC. COMMISSION NUMBER NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOUINTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Revised 4/26/2010 Property Appraiser', St.Lucie County, FL 4 John W Cool: Record: I of 2 .Property identification Site Address: 2755 IROQUOIS AV Sec/Town/Range: 33:34S :40E Map ID: 14/33N Zoning: RS4 Ownership and (Mailing http://www.pc - irg/paslc/prc.asp?prclid=142870209410000 PROPERTY RECORD CARD —Prev Next» Spec.Assmnt Taxes Exemptions Permits Homc Print Owner: John W Cook Patricia A Cook Address: 2755 Iroquois Ave Fort Pierce FL 34946-1712 ParcellD: 1428-702-0941-000-0 \Cl`�dl;lE CMG �� Account #; 9819 2< „.- Use Type: SF Res X • - „; City/Cnty: Saint Lucie County �•� `.� ' •! Legal Description SAN LUCIE PLAZA S/D-UNIT ONE- BLK 46 LOTS 6 AND 7 (MAP 14/33N) (OR 750-2977) Sales Information Assessment 2013 Date Price Code Deed Book/Page 2013 Final: 35700 8/14/1991 54000 00 WD 0750/ 2977 Assessed: 35700 Ag.Credit; 0 Exempt: 25500 Taxable: 10200 Taxes: 206.58 BUILDING INFORMATION 10 1a cve 1a 30 to 1] on m Ree) (tozl to u BA9 (168� OPT 4 4 "Total Land and Building Land Value: 4900 Acres: 0.32 Building Value: 30800 Finished Area: 1584 SgFt Exterior Features View: - RooiCover: SA - Asph Shingle RoolStruct: GA - Gable ExtType: HD - HD YearBlt: 1954 Frame: - Grade: D - D EIJYrBlt: 1977 PrimeWall: VS - Vinyl Siding StoryHght: 0010 - 1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 2 Electric: AV - AVERAGE PrmIntWall: PN - PN FUIIBath: 2 HeatType: FHA - FrcdHotAir AvgHt/Fl: STD 1/213ath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Ward Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Use Type Type Measure SDSF - SITE DEV S-F Y 1 1 AV AV 2001 1 0100-SF Res 225 -Front Ft 100 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED Depth 140 Page 1 of 1 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT :� SAINT LUCIE COUNTY FILE # 3923409 OR B ' 3602 PAGE 1767, Recorded 02/10/201, 10:33 AM NOTICE OF COMMENCEMENT TO BE COMPLETED WHEN CONSTRUCTION VALUE EXCEEDS $2,500.00 OR WHEN HEATING OR AIR CONDITIONING REPAIR OR REPLACEMENT EXCEEDS $77,,5/0�0.00 PERMIT #: TAX FOLIO #: J L4 2.g' 7 O 2 ©"1'1 I' 6OO' 0 State of Florida, County or'LuCie the undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with chapter 713, Florida statutes, the following information is provided In this notice of Commencement. 1, LEGAL DESCRIPTION OF PROPERTY cAND STREET ADDRESS IF AVAILABLE): Sf�N L UenE �LF1zR 51D- Unit ONE-�1 _ LAU ►-015 U t ti 2.rT5 I aQ'u8 15 �'+"e 2. GENERAL DESCRIPTION OF IMPROVEMENT: t�o Q F 3, §OWNER INFORMATION or/1 L .�E .�rS�SEE INFORMATION (If Lessee contracted for the improvement) a. Name: �O%tN W • cw'�- Address: QLII55 Ii�A©U015 I�,��I �t(} �leY�f,, L. :;Iggq(0 b. Interest in property: OW WJEi�_ c. Name and address of fee simple titleholder (if other than owner): N/ 4. CONTRACTOR: a. Name: J. A. TAYLOR ROOFING, INC. Address: 302 MELTON DRIVE, FORT PIERCE, FL. 34982 b. Phone number. 772-466-4040 5. SURETY COMPANY (IF Applicable, a copy of the payment bond is attached): a. Name & Address: _NIA b. Phone number: Bond amount: 6. LENDER/MORTGAGE COMPANY: a. Name & Address: _N/A b. Phone number: 7, PERSONS WITHIN THE STATE OF FLORIDA DESIGNATED BY OWNER UPON WHOM NOTICES OR OTHER DOCUMENTS MAY BE SERVED AS PROVIDED BY SECTION 713.13 (I) (a) 7., FLORIDA STATUTES: a. Name & Address: _N/A b. Phone number. fax number. 8, IN ADDITION TO HIMSELF OR HERSELF, a. Owner designates _N/A of to receive a copy of the lienor's notice as provided in section 713.13(1)(b), Florida statues. b. Phone number. 9. EXPIRATION DATE OF NOTICE OF COMMENCEMENT: (THE EXPIRATION DATE IS ONE (1) YEAR FROM THE DATE OF RECORDING UNLESS A DIFFERENT DATE IS SPECIFIED). WARNING TOOWNF.R: 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 WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. UNDER NAL IES OF PERJURY, I DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE FACTS IN IT ARE TRUE TO THE BEST OF MY KN E E AND BELIEF SECT N 92.525, FLORIDA STATUTES �Jew"'t '(/ 1!od/C trURE OF OWNER or LESSEE or OWNER'S AUTHORIZED OFFICEK/DIKEC I UH/rAR IN1,1vMANAUEK - FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS 94 DAY OF AS J OUaqoV FOR NAME OF PERSON TYPE OF AUTHORITY NAME OF PARTY ON BEHALF OF WHOM INSTRUMENT WAS EXECUTED OPERSONALLY KN W OR OPRODU42ED IDENTIFICATI N TYPE OF IDENTIFICATION PRODUCED NOTARYPUBLIC-STATE OF FLORIDA J �aq Karen S, Nielsen �I Commission#DD1000358 NOTARY SIGNATURE ! NOTARY PRINTED NAME / NOTARY SEAL `,.;' :•°'Expires: JUKE 12, 2014 BONDED TBRU ATLAN77C BONDING CO., INC. STATE Of Ro.RT'41 ST. TM 1'tk OR 5V Date. �---- Florida Building Code Online Page 1 of 2 � f tzertsr eMcxntty. Rrquate ta�lr. Product Approval USER: Public User Product Approval Menu > Product or Application Seams > 612plication List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL10674-RB -.--Revision �2010 C! Approved i FBC Staff ; BCIS Site Map S Links : Search ; F I E C L ,yPerm, is Owens Corning One Owens Corning Parkway Toledo, OH 43659 (740)404-7829 greg.keeler@owenscor6ing.com i Greg Keeler greg.keeler@owenscorn.ing.com Mel Sancrant 1 Owens Corning PKWY1 Toledo, OH 43659 (419)376-8360 mel.sancrant@owenscoynig.com f i �y uawi Roofing �valuation s rt fromia Florida Registered Architect or a Licensed Florida Professional Engineer 21 Evaluation Report -,Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Robert J.M. Nieminen PE-59166 UL LLC 09/26/2014 John W. Knezevich, PE E�,) Validation Checklist - Hardcopy Received FL10674 R8 COI Trinity ERD CI - Nieminen.odf Standard ASTM D3161, Class F ASTM D3462 ASTM D7158, Class H Year 2006 2007 2007 http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtBNbEY5 V%2boQT... 6/ 19/2013 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/19/2012 Date Validated 12/20/2012 Date Pending FBC Approval 12/25/2012 Date Approved 02/04/2013 Summary of Products FL # Model, Number or Name Desch tion 10674.1 Owens Corning Asphalt Roofing 3-tab, laminated, starter, and hip & ridge Shingles and Starters Limits of Use Approved for use in HVHZ: No Installation Instructions FL10674 R8 II er1219121FINAL OC Asphalt Approved for use outside HVHZ: Yes Shingles FL10674-R8.odf Verified By: Robert J. M. Nieminen PE - 59166 Impact Resistant: N/A Design Pressure: N/A Created by Independent Third Party: Yes other: Refer to ER, Section 5. Evaluation Reports FL10674 R8 AE er121912FINAL OC Asphalt Shingles 171_10674-RS.pdf Created by Independent Third Party: Yes Back Next Contact Us ;; 194D North Monroe Street Ta I +wee FL 32394 Phone• 850-487-1824 The State of Florida is an AAJEEO employer. Copyright 2907-2010 State of Florida.:; Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail addressireleased in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. if you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ®' securityuxruae.;: http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtBNbEY5 V%2boQT... 6/19/2013 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 TRINITY 353 CHRISTIAN STREET', UNIT #13 OXFORD, CT 06478 IERD PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Owens Corning Evaluation Report 037940.02.12-112 One Owens Corning Parkway FL10674-R8 Toledo,'iOH 436S9- Date of Issuance: 02/06/2012 Revision 2: 12/19/2012 SCOPE: This Evaluation Report is issued under Rule 9N-3 and the applicable rules and regulations governing the use ',of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under. the Florida Building Code and Florida Building Code, Residential Volume. The products described' herein have been designed to comply with the 2010 FBC and 2010 FBC Residential Volume sections noted herein. DESCRIPTION: Owens Corning Asphalt Roof Shingles iLASELING: Each unit shall bear labeling in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until ,such time as the named product(s) changes, the referenced Quality Assurance documentation changes,;, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinitylERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall bel done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the requestiof the Building Official. This Evaluation Report consists of pages 1 through 6. Prepared by: ,`�putprr",itr� �. 'y- f-a zr' •. The facsimile seal appearing was authorized by Robert Nleminen, P.E. on 12/1912012 +, �.•.r, ^ o Qrr�•'`,? �; This does not serve as an electronically signed L:3M. Nieminen, P.E. �'b, Ste' • 'c� document, signed, sealed Approvahardcopl A have been `'�0?2 L'+ transmitted to the Product Approval Administrator and Florida Registration No. 59166, Florida DCA ANE1983"""""to the named client CERTIFICATION OF INDEPENDENCE: - L TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity IERD is not owned, operated or controlled by any company manufacturing or distributing products It evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product TRINITY I ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: Owens Corning Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property t r Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2007 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2006 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O07 3. 4. S. REFERENCES: UL LLC (CER9626) UL LLC (CER9626) UL LLC (TST9628) UL LLC (TST9628) Miami -Dade (CER1592) Miami -Dade (CER1592) Miami -Dade (CER1592) Miami -Dade (CER1592) Miami -Dade (CER1592) Miami -Dade (CER1592) Miami -Dade (CER1592) Miami -Dade (CER1592) UL LLC (QUA9625) PRODUCT DESCRIPTION: 4.1 4.1.1 4.1.2 4.1.3 Duration, Tru Designer Color fiberglass reinfo 4.2 Berkshires' Hip & Ridge Shingle asphalt roof shin 4.3 Starter Strip Piu LIMITATIONS: 5.1 5.2 5.3 Wind Classificati Examination Physicals & Wind Resistance Physicals & Wind Resistance Physical Properties Wind Resistance FBC HVHZ Compliance FBC HVHZ Compliance FBC HVHZ Compliance FBC HVHZ Compliance FBC HVHZ Compliance FBC HVHZ Compliance FBC HVHZ Compliance FBC HVHZ Compliance Quality Control Ref®rents File R2453, Vol. 3 20120516-R2453 06CA20263 IICA34308 07-1116.12 s 09-0915.12 10-0817.09 10-0817.10 10-0817.08 10-0817.07 11-0411.03 12-0309.01 Service Confirmation R2453 Asphalt Shingles: Classic' and Supreme` are fiberglass reinforced, 3-tab asphalt roof shingles. Berkshire° are fiberglass reinforced, 4-tab asphalt roof shingles. ate D 02/15/2007 05/16/2012 04/18/2006 02/18/2012 02/14/2008 12/16/2009 10/27/2010 10/27/2010 10/27/2010 10/27/2010 06/16/2011 07/19/2012 Exp.09/26/2014 Definition n Duratio, Duration Premium Cool, Tru Definition° Duration Collection, TruDefinitiong' OakridgeO, Oakridge(9 and WeatherGuard° HP are iced, laminated asphalt roof shingles. & Ridge Shingles, High Ridge, Hip & Ridge with Sealant, WeatherGuard(� HP Hip s and ProEdge Hip & Ridge Shingles are fiberglass reinforced, hip and ridge gles. s and Starter Shingle Roll are starter strips for asphalt roof shingles. This'Evaluation Report is not for use in the HVHZ. Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. on: Extl rior Research and Design, LLC. :Evaluation Report 037940.02.12-R2 Certificate of Authorization #9503 FL10674-RS Revision 2: 12/19/2012 Page 2 of 6 6. r)o TRINITY ERA 5.�.1 All Owens Corning shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to Veld = 150 mph (V„it = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.3.2 All Owens Corning hip & ridge shingles and Starter Strip Plus noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for us in all wind zones up to V85d = `.150 mph (V,,,t = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.3.3 Classification by ASTM D7158 applies to exposure category, B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside h 1'tations Contact the shingle manufacturer for data .specific to each shingle. t ese imi 5 I3.4 Refer to Owens Corning published information on wind resistance and installation limitations. 5.'�4 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 9N-3. INSTALLATION: 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 9N-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Asphalt Shingles: 6.2.1 Installation of asphalt shingles shall 'comply with the ;manufacturer's current published instructions, using minimum four (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: 6.2.2 6.2.4 6.2.5 ➢ Berkshire@ shingles require minimum five (5) nails per shingle. > WeatherGuard(g' HP shingles require minimum six (6) nails per shingle. Starter Strip Plus requires minimum five (5) nails per strip. Refer to Owens Corning published information on wind resistance and installation limitations. Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted.: Where the roof slope exceeds 21 units vertical in 12 units 'horizontal, special methods of fastening are required. Contact the shingle manufacturer for details. Minimum Nailing - Classic@ & Supreme: NOMW Maesud or Ampan ndYMl Assta NiO Nand drrveaaa r Aroa pen vhotoa pomuha Ana* riaatoa hwtaa a?raoeto►6n Exterior Research and Design, LLC. Certificate of Authorization #9503 Normal NMiph MBnd daawnn� Vfi do M Anal vh+otos / V Ana pan VMW- n $0- t, .. 6 WW EKPOGUM Eapoatgidn Evaluation Report 037940.02.12-112 FL10674-RS Revision 2: 12/19/2012 Page 3 of 6 6.2.6 Minimum Nailing - Berkshire@: snbw Wip 1. 8w" ' 8Yf I 9Yf 8Y! �I 1 RINITY (ERD sa.,eti snip U fire dssaWN vim• evi •� evr Syr,. 6:2.7 Minimum Nailing - Duration@, TruDefinition@ Duration, Duration@ Premium Cool & TruDefinition° Duration' Designer Color Collection: 6 Nei nnx aeM en.p 8a �nMwrs.aunwi'N WonEso xna,nozapnswwa. /Ind {zr+ae+eAmx'rn ds6daVos lSV.f4�f�i�. m �oN#tsala Po.%O \ S'IMP. j ii eGt,1 l'.a41QA Aaw rowl. \ Aum low Ir LK Expasum 5ti Expeme 5i4 ,doexposieLin C!Amf NWb•de= 6.2.8 Minimum Nailing - TruDefinitionO Oakridge@, Oakridge@: d Nall Pattam EsWsm con 0 daws Imo— rc --�►I I�--- rr —H 66f8"Etpowre Nab 66/6'Exposuw E9podddnds6"pd4 Claws Exyesddn4s6WP&d9 Exterior Research and Design, LLC. Certificate of Authorisation #9503 6 Nall PAUm EsVew con 6 daws �. r Ir SW 86/aprdg. Clam 56£ W E-P— b 66/8p+/g: Evaluation Report 037940.02.12-R2 FL10674-R8 Revision 2: 12/19/2012 Page 4 of 6 TTRRINITYIERD 6.2.9 Minimum Nailing - WeatherGuard@ HP: 6.3 6.3.1 6.3.2 6.3.3 6.3.4 yy 1•irrYi�if�b Hip & Ridge Shingles: Installation of Berkshires Hip and Ridge Shingles, High Ridge, Hip & Ridge with Sealant, WeatherGuard° HP Hip and Ridge Shingles and ProEdge Hip & Ridge Shingles shall comply with the manufacturer's current published instructions, using four (4) nails per shingle. Refer to Owens Corning published information on wind resistance and installation limitations, including the use of hand -sealing for wind warranties. Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Minimum Nailing - Berkshire@ Hip & Ridge and High Ridge: Fig.1 �q Dkecwn Wnd . keQbn A A Naps Expoure � A A 1 1 q 1 A I 1 I 1 I i i i w i Minimum Nailing - Hip & Ridge with Sealant: ls Fn�:dDlbtcarrmd Fig. 2 - lGg Wi lls naingle--+ 2.. ess �" l nt 12" P Fastening Slta" S"Exposure Distance 12" Fig. 2 TOPUew SWG%Rm Wails wails T 7 Top Lafts" T 1 �- Piece Ir I I 1 EI JI �I �I 1 t i i I t Exterior Research and Design, LLC. Evaluation Report 037940.02.12-112 Certificate of Authorization #9503 FL10674-RO Revision 2: 12/19/2012 Page 5 of 6 6.3.5 Minimum Nailing - WeatherGuard@ HP Hip and Ridge: Fig.A - q4 Pravaltrg WkW t"'— gtxlbn A A wits p I A4 t i I 1 I AA� I � i i I t i • • �Fzposuw � rTRINITY'IERD Fig. C Hip & Ridge Shingle Fastening Topvrw p2" 1;2� tlr Malr T' s rMP- 6.3.6 Minimum Nailing - ProEdge Hip & Ridge 5ningies: Prevailing Wind Direction Ssdm f--'-' e• Fsrtsn Th' Co - Roof Cal" as�nEies whh Standard �_��•—� Fastening Patter I _ ,z• 1 s 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's.,name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. S. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC- QUA9625 ; (414) 248-6409; karen buchmann@ul.com END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 037940.02.12-112 Certificate of Authorization #9503 FL10674-RS Revision 2: 12/19/2012 Page 6 of 6 -VX-A Leo 9/Cop(e, Treasure Harvey E. Koehnen C oast ' itHarvey Engineer #32831 B uilding Architect #AR0009471 E ngineers, Certified General Contractor#CGCO24776 Inc. 7205 Elyse Circle P S L Florida 34952-8212 PH0NE(772) 466-5509 FAX(772) 489-3035 E-MAIL:hkoehnen@tcbeweb.com Contractor f • A • 1A'K L oP• ING. Owner c e, oK 1o6Address 2?55 1RpQ0ol5 L4VE SysreM" BUILTUP J•M gPPMOO $1-r NEW ROOF RE -ROOF X RECOVERING REPAIR AREA'iVz•`Q- BUILT UP ROOF PLAN Date I Z 6131 ASCE 7-10 & FBC 2010 ENCLOSED BLDG �_ SEMI ENCLOSED BLDG OPEN PART 2 LOW RISE C&C SIMPLIFIED, RISK CAT 2/V =16o EXPOSURE = 1.o Kzt =1,0/h = 0 /12 PITCH/MEAN PARAPET ht — ROOF SYSTEM IE OP-n.o 7. NOA 13 — b lZ41. b 3 1 ZONE 1 B @ h=30 = X - PSF x 0.6 = �Z7•Co - '� ryb ZONE 2 B h=30 = _ _-A{o•4' Y.41 @ X PSF x 0.6 a ZONE 3 B @ h=30 = X - PSF x 0.6 a = gi"e5, MAX DESIGN PRESSURE PER NOA — 5Z. DECK TYPE el- yWoo p THICKNESS 1,gAi2."JAW BASE SHEET _ PPZ& NO. OF PLIES 'L FASTENERS/68� V eo F t N(ft � k1L5 Ilia 4-Ar ); FASTENER SPACING FOR ANCHORJBAS€ SHEET ATTACHMENT: Field"oc @Lap, # Rows 2 @ I& "oc Perimeter: Q "oc @Lap, # Rows Z @ LI- "oc Corner: i "oc@Lap, # Rows @ i " oc INSULATION BASE LAYER TYPE '- SIZE - TYPE OF FASTENERS/OR BONDING MATERIAL INSULATION TOP LAYER TYPE SIZE .. TYPE OF FASTENERS/OR BONDING MATERIAL NUMBER OF FASTENERS PER INSULATION BOARD: Field Perimeter ^ Corner -_ PLY SHEET -- TOP PLY A eX 4-5'�& N0, OF PLIES J SURFACING M iLMV„12 hL. DRIP EDGE SIZE SOA 3 NO. OF PLIES TYPE OF FASTENERS/BONDING '_ TYPE OF :-A ��"�S/BONDING 14fLAT W tsL09 MATERIAL 0 4p 4r A,. !v. I . T reasure Harvey E. Koehnen C oast Professional Engineer #32831 B uilding Architect #AR0009471 E ngineers, Certified General Contractor #CGCO24776 Inc. These Tables Are For Roof Coverings Roof coverings Installed on Buildings with a Mean Roof Height of 30' or Less Located In Exposures B, C or D Table R301.2 [2]-4)R r t 610; SM ( A5c fE 7- to COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE [PSF]. 160 Exp B 160 Exp C 160 Exp C 160 Exp D 160 Exp D (One story (Two story*) (One story") (Two story*) Roof > 0 to 7 degrees Zone 1 -27.6 -33.4 -38.7 -40.6 -45.9 7degrees = 11/2 /12 pitch Zone 2 -46.4 -56.2 -65.0 -68.3 -77.1 Zone 3 -69.8 -84.5 -97.7 -102.7 -115.9 Roof > 7 to 27 degrees Zone 1 -25.3 - 30.7 - 35.5 -37.2 - 42 27 degrees = 6/12 pitch Zone 2 -44A - 63.4 - 61.8 -64.9 - 73.3 Zone 3 -65.1 -78.8 - 91.2 - 95.7 -108-:,1 1 Roof > 27 to 45 degrees Zone 1 - 27.8 -33.7 -40.0 -40.1 -46.2 alb 4, 8 degrees = 12/12 pitch Zone 2 - 32.4 -39.3 -45.4 -47.7 -53.8 Zone 3 - 32.4 -39.3 -45.4 - 47.7 -53.8 160 Exp B 150 Exp C 150 Exp C 150 Exp D 150 Exp D (one story*) ( two story*) (one story*) ( two story.) Roof > 0 to 7 degrees Zone 1 -24.3 -29.6 -34.1 -35.8 -40.4 7degrees = 11/2112 pitch Zone 2 -40.8 -49A -57.2 -60.0 -67.8 Zone 3 -61.4 -74.3 -86.0 -90.3 -102.0 Roof > 7 to 27 degrees Zone 1 -22.2 - 26.9 - 31.1 -32.7 - 36.9 27 degrees = 6/12 pitch Zone 2 -38.7 - 46.9 - 54.2 -56.9 - 64.3 Zone 3 . -57,3 - 69.44 - 80.3 -84.3 - 95.2 Roof > 27 to 45 degrees Zone 1 - 24.3 -29.5 -34.1 -35.8 -40.4 45 degrees = 12/12 pitch Zone 2 - 28.4 -34.4 -39.8 -41.8 -47.2 Zone 3 - 28.4 -34.4 -39.8 -41.8 -47.2 One story" = one story building with a maximum mean roof height of 15 feet Two story* = two story building with a maximum mean roof height of 30 feet 1f allowed by the Miami Dade N.O.A or Florida Product Approval ., any system.that does not meet the minimum components and cladding pressures for the area that the building is located per this form may require a Florida licensed engineer to revise the fastener spacing T C B E, Inc. 7205 Elyse Circle PHONE (772) 466-5509 Port Saint Lucie FAX (772) 489-3035 Florida 34952-8212 E-MAIL hkoehnen@tcbeweb.com WEB SITE htto://www.tcbeweb.com MIAMI•QADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 Sw 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION -r (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) ww%%.miamidade.uoN-leconomv Johns'Manville Corporation 717 17th Street Denver, CO 80202 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 including the High Velocity Hurricane Zone of the Florida Building Code. J DESCRIPTION: Johns Manville APP Modified Bitumen Roofing Systems Over Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and 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 renews and revises NOA No. 12-0123.06 and consists of pages 1 through 15. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 13-0129.03 CMLAMI•DADECOi Expiration Date: 06/14/16 ... , Approval Date: 06/06/13 Page I of 15 ROOFING SYSTEM APPROVAL Categorv: Roofing Sub-Categorv: Modified Bitumen Materials: APP Deck Tvpe: Wood Maximum Design Pressure -52.5 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description JM APP Base 39-3/8" x 48' ASTM D 6509 APP modified asphalt, fiberglass reinforced, smooth surfaced base sheet. APPeX 4S 39-3/8" x 34' ASTM D 6222 APP modified asphalt, polyester Type I reinforced, smooth surfaced membrane Grade S for use as a Base and/or Ply Sheet only. APPeX 4.5M 39-3/8" x 34' ASTM D 6222 APP modified asphalt, polyester Type I reinforced, mineral surfaced membrane. Grade G APPeX 4.5M FR 39-3/8" x 34' ASTM D 6222 APP modified asphalt, polyester Type I reinforced, fire -retardant, mineral surfaced Grade G membrane. Tricor MFR 39-3/8" x 34' ASTM D 6223 APP modified asphalt, polyester / glass reinforced, granule surfaced membrane. Tricor S 39-3/8" x 34' ASTM D 6223 APP modified asphalt, polyester / glass reinforced, smooth surfaced membrane for use as a Base and/or Ply Sheet only. j PermaPly 28 36" x 106'; ASTM D 4601 Type II asphalt impregnated and coated 72 lb. roll glass fiber base sheet Ventsulation 36" x 36' ASTM D 4897 Heavy duty fiber glass base sheet Type II impregnated and coated on both sides with asphalt with or without fine mineral stabilizer. G1asBase Plus 36" x 106' ASTM D 4601 Type II SBS and asphalt blend impregnated and coated glass fiber base sheet with fine mineral stabilizer. NOA No.: 13-0129.03 MAMI•DADE eouNrr Expiration Date: 06/14/16 Approval Date: 06/06/13 Page 2 of 15 Membrane Type: APP Deck Type 1I: Wood, Non -Insulated Deck Description: 19/32" or greater plywood or wood plank System Type E: Base sheet mechanically fastened. All General and System limitations apply. Base Sheet: (O *On #I) One ply of JM AP a PermaPly 28, Glasbase Plus Vent lation mechanically f tened to the eck with JM UltraFas , OMG Roofgrip or Tru- ast metal plates an fasteners at a 4 side lap 12" o.c. a two rows staggere ' the center o - the sheet 18" o.c. (Maximum ign P ensure —4 psf, See Gene l Limit on #9.) ,l(Option #2) Minimum two ,lies of JM PermaPly 28 or Ventsulation simultaneously fastened to the deck lappeTV nfastened with approved roofing nails and tin caps 9" o.c. at the lap and two rows staggered in the center of the sheet 12" o.c. (Maximum Design Pressure —32.3 psf, See General Limitation #7.) (Option #3) . inii m two plies of JM Pe a 28 or Ventsulation simultane sly fastend to the deck wit JM Ultra ast fasteners and etal Plates spaced 9' o.c. in a 4" la and 12" ox In two stagge ed rows in the enter of the sheet. (M� inn in Design Pressur — ...3 psf, See General L ita ' n #7.) Ply beet: (Optional e ore plies APP Base or C 45 heat wel to se s while maintaim _ " side laps an " e aps. Membrane: One or more plies of APPeX 4.5M or APPeX 4.5M FR heat welded while maintainincy 4" side laps and 6" end laps. Surfacing: ( ptional) Install one of th ]lowing for all s ems that do not achiev ac eptable fire ratings th ugh e use of FR em ane sheets. Any c ating, listed belo , used as a surfa ng, must listed ithin a c ent NOA. Maximum Design Pressure: QMRAMIMADE OUNTY -T .� 1 1. 400 1b. q. gravel 0 300 lb./sq. slag' lood coat of a roved opping asphalt at a rate of 0 lb./s . 2. Karnak 9 K ak 97 AF, Monse rei ium Long Life Al u inum Roof Coating Asbestos F e or Monsey Progra e Alumi um, Grundy A aluminum coating at a rate 1- /2 gal/sq. Mons Aquabrite, ardner asp Item ion, APOC Sunbr'oht 400 r Henry 229 1 minum Emul ion at 2'1 gal/sq. or POC 212 Al ninum Roo oating 3 gal/sq. v 3. rundy 20 F asph t em sion, Endure Asphalt Ision, APOC 302 0 302 AF applied at 2'/ gal/sq. with optional 60 lbs./sq. of roofing granules embed ed in wet coating. See Fastening Options NOA No.: 13-0129.03 Expiration Date: 06/14/16 Approval Date: 06/06/13 Page 14 of 15 WOOD DECK SYSTEM LIMITATIONS: A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. 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. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. J7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) S. All attachment and sizing of perimeter hailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed 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). (When this limitation is specifically referred within this NOA, General Limitation 97 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 13-0129.03 MIAMI•DADECOUNTY Expiration Date: 06/14/16 . • • •, ,, Approval Date: 06/06/13 Page 15 of 15 2014-02-07 19:56 j.a.tayLi, `•oofing 772 468 8397 »,__., P 2/6 - s DATE: FEES DUE; RECEIPT M Permit #: Planning & Development Services Department ® Building & Code Regulation Division o 2300 Virginia Avenue -= - -�---- Ft. Pierce, FL 34982-5652 Tel. 772462.1553 APPLICATION FOR ROOF PER IT Rs Sim Fo �Ns ucr� ' 1. Location/Site Address: ] 2. Parcel ID Number: ILA IS D L C Office Use I Section I TownshiR Range I Map Page I Zoning Land Use I Initials Only 3. Description of Project or Work Activity: �� y 4. Total hoof Area (square feet): n4•'L4 rC) S. Roof Pitch: , '• �, . --Y �} 6. Type of Roof: [vJ'*Fiberglassss SSl Ingle (] Concrete Roof Tile [ ] Wood Shake / Shingle [ ] Tar & Gravel [�Modified B itumeu [ ] Other A� [VI product Approval required for all types of Roofing Material (2 Sets) [ ] All Commercial Roofing requires design by an )engineer or Architect (2 Sets) with Product Approval attached Roof Mitigation per F.S. 553.844 will be required. 7. Owner Information 1 S. Contractor Information NamelM6 1 o l>A FL Reg/CertJR #: ~ Address: 2155 County Cert City: >' %State:_ Business Name: Zip: Phone: AW Phone: ►- v 9. Value of Construction: $ (0()14rn� A() iYihNote Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval. CONTRACTOR/OWNER'S AFFIDAVIT: I certify that all of the 1,Jforrnddon contained in this application is cornet and that all work will be done in compliance wi h Al uppiicabic laws regulating construction and zoning, PRINTOU LIFICRS/OWNERS NAM SICNATLIREOCKQU IFIER/OWNER ,STATE OF FLORIDA, COUNTY OF1 ACKNOWLEDCED BEFORE ME TIIIS . 1 DAY OF • 201 QY kJW1,P, WItO 1$ P RS LLY TO ME OR HAS PRODUCED AS IOE� 11+Atbi1A1liC•STq'I i; OF FLORIDA Karen S. Nielsen ~� p, ; COMIIn ssiOn #I)DIO00358 SI NATURE N "TART( TYPE OR PRINT NAME OF NOTARY (weal) 'y ,.' EXpires: JUNE 12, 20.1'I COMMISSION NUMBER ..1 Q BONDED MRU ATLANTIC BONDING CO„ INC, NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENTMAY RESULT IN YOUR PAYING TWICE FOR 1MPROVIWENTS TO YOUR PROPERTY. IF YOU'INI'LND TO OBTAIN FINANCING, CONSULT YOUR L8NDER OR ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, Revlsed 4/26/2010