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DATE: ' 1 1 FEES DUE: OU I RECEIPT #: I Permit #: 11 Ia St. Lucie County Building & Zoning SCANNE p 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 �Y © r Tel.772-462-1553 t' �uCIQ APPLICATION FOR ROOF PERMIT �9'nxy �� / �l�l�S1 REVfEIS FOR INSTRU ITS , 1. Location/Site Address: S (1��'' grf V 2. Parcel ID Number: 1 3I to I 1 ' 0050' ('66 ' Y _ Office Use Only Section Township Range I Map Page I hopin$lMn Use I Ngals ` 3. Description of Project or Work Activity. Y- d FE 5 ki nq IE -r I I�+J�C,��� 4. Total Roof Area (square feet): Q.q no 5. Roof Pitch: 6. Type of Roof: [ �] Fiber lass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle [ ]Tar]Tar& Gravel [✓J Modified itumen [ ] Other � 5 [�/] N.O.A. or Florida - 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 n 8. Contractor Information Name: 1, _ -i (.WY 0 l «i iz FL Reg/Cert #: P, Ci �,13 7_5 T9 Address: )Aiafi .CI6Ya 610• County Cert#: - City: State: Business Name: _3_1UrAh , rNe• Zip: Phone: �1- 2,58 2 9. Value of Construction: $ �d Fees Due: Receipt #: 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 information contained in done in compliance with all annlicable laws ree 1 PRINT UALIFIERS/OWNERS NAME SIGNATURE OF.QUALIFIER/OWNER is correct and that all work will be tion and zoning. STATE OF FLORIDA, COUNTY OF _Z�PA L u C I r ' ACKNOWLEDGED BEFORE ME TIHSS DAY OF 2011 1 BY WHO IS RS N Y KNOWN v TO ME OR HAS PRODUCED �,5 1 N ��//�� 11 ••""'•-. Karen S. Nielsen 1YeYl �J • I P.l Sin •=Commis io DD1000358 S GNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY ,: Expires Se3M 12, 2014 COMMISSION NUMBER) LzI 6W 34 BONDED THRU ATLANTIC BONDING CO., INC. NOTICE TO OWNER: 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 YOUR LENDER Olt ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOSEPH E. SMITH, CLERK OF THE CUIT COURT — SAINT LUCIE COUNTY — FILE # 3551484 OR BOOK 3261 E 667, Recorded 01/18/2011 at 11:13i ) I AFTER RECORDING RETURN TO: J. A. TAYLOR ROOFING, INC. 302 MELTON DRIVE FORT PIERCE, FL 34902 PERMIT NUMBER: This Space m,es,—d Iw rec,•nhr.7 mi:: NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: / 3 D ) • % 0 - f>p,,;70 -fla0'19 SUBDIVISION_L&A—,q&-& NBLOCK 101 TRACT LOT -1-o BLDG UNIT 3.OWNER INFORMATION a. Name SGeTrr c b. Address 1 e5Rl1% Fon p d. Name and address of fee simple titleholder (if other than owner; 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: I A 7. Persons within the State of Florida designated by Owner upon om notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: t, I k B. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: 1 `� NAME, ADDRESS AND PHONE NUMBER: 1`r 9. Expiration date of notice of commencement! (the expiration date is 1 year from the date of recording unless a different date is r specified) 20 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 WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. i'iVN �66af /, LGr iz- (Qt,ytw, Signature of Owner or Print Name and Provide Signatory's TltlelOffice Owner's Authorized Officer/DlrectorlPartnerfManager State of Florida, -` County of `�fl11 R ►t IF, The foregoing instrument was acknowledged before me this _ BY of ,nu RC/'1r��� 2011 By , cgni-} %. LP.n► z as oW►sFe (Printed name of person signing above) (Type of authority... e.g. Owner, officer, trustee, attorney in fact) For (Name of party on behalf of whom Instrument was executed) Persona ly Known_ or produced the� NOTARY PiTBLIL� I y " Karen S. Nielsen tA (.� I�,� ` ; Commission#DD1000358 YW (Printed Name of Notublic) (Signature of Notary Pu lic) Expires: LONE 12, 2014 BONDED mu ATLANfIi.�ORIlINO CD-,INC Under penalties of perjury, I declare that I have read the foregoing and that the facts in it are true to the best of my knowledge and belief (section 92.525, Florida Statutes). By: Slgnature(a) of Owner(s) orOwner(s)' Authorized OfficerMIrectorlPartnerlManagerwho signed above: (Printed Name) Rev. OB=007(Remr®ng) �' STATE OF FLORIDA ST. LI:CIE CONTY THIS IS TO CERTIFY THATTjIIS ISA TRL ORI By.. Dat JOSEPH E. SMITH, CLERK OF T5 IRCUIT COURT — SAINT LUCIE COUNTY - FILE # 3547321 OR BOOK 3257 AGE 1741, Recorded 01/04/2011 at 09:11 iN! Doc Tax: $280.00 Prepared By and Return To: nelrod Chelsea Title Company, a division of Chicago Title 1229 SE Port St. Lucie Blvd Port St. Lucie; FL 34952 File No. CT41-FT0000018360 m� wow r oe at Decernberl5, 20 by ank o ew ork Mellon T t Company, Na nal ation as Gran Trustee o e Protium star Gre or Trust: he fter called th Lentz an enlz; Husband and ose post ofticeiaddress is 868 Noa St., Fort Pierre, FL 34982, hereinafter called the grantee: (Wherever used herein the terms "grantor" and "grantee" include all the parties to this Instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations) WITNESSETH: That the grantor, for end in consideration of the sum of $10.00 and other valuable consideration, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises; releases; conveys, and confirms unto the grantee, all the certain land situated In St. Lucie County, Florida, to wit: Lot 20, Block 102, LAKEWOOD PARK UNIT NINE, according to the map or plat thereof, as recorded In Plat Book 11, Page 27, of the Public Records of St. Lucie County, Florida. Subject to easements, restrictions, reservations and Ilmitations of record, If any. TOGETHER whh all the tenements, he�ad(tarnents and appurtenances thereto belonoina nr On env wrsw the a grantor hereby Jf*-sIrgrantor an th said gram grantor has �o�da lawful authorIl B the this to said tan will defend the t land is free of all ances, except JESS WHEREOF, has si the g Mo Is, lawfully eiz of sat Ian4 foe s pie; and nve said Ian:,2.,47ar.311,20 at a gran he y fu ainst he I IIons om er, and =In subsequent 0, d seal ass presents the day and ye fire above Sloliked, sealed and. dell red in presence of B)I 0 KA (Witness Slgnatu Tne Bank of NOW York Mellon Trust Company, National Association as Grantor Trustee of the Protium Master Grantor Trust By: Integrated Asset Services signing as Power of Attorney .Address: F•Gloride 0 I 1 Q 6 D OF G� -! h g in ment wa rk owledged bef me is day of by m t— m known 7W, ar o haslhav rod ced asJdeatification nd ha mp t and ey cnowl d tad h they executed seems. IY JENNY STELZER Notary Public State of Colorado My Gemmleelen Expires Vbnffly rD'° trdaw tokgftaq rsev1011 01/18-/2011 15:05 772 `397 JATAYLOR !_ ..,. .. -RAGE'S- 01/01 b Public Works Department Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 INSPECTION AFFIDAVIT RE: Permit # Q Z _,_rr - -- ,licensed as ontractor igineer/Architect/ Z wilding Inspector* (Please print name and eircle'llcensc type) • General, Building, Residential, or hoofing Contractor or any individual certified under 468 F.S. to make such an inspection. All affidavits must include photographs of each plane of the rook' with the permit # or address # clearly shown marked on the deck for each inspection. On or about tA i t% --- I did personally inspect the noso (Date & timC) r� p d.4 nailin an s ondld water barrier rlC at or(Job Site Address) `l Based upon that examination I have determined the installation.' was done according to the Hufrican Mi 'gation Retrofit Manual (Based on 553,844 F.S.) . Signature & Seal License # STATE OF FLO D COUNTY OF Sworn to and subscribed before me this _kday of--dwulaY 20a ✓ t Who is personally known _Zor who has produced ��N %� by 1� �._ S as identification.'" c Y NOTARY PUBLIC -STATE OF FLOIZIDA �th; �. " ltsren. S. Nielsen eomnilssion #DD1000358 Notary. Public, State of Florida "',` rFFltpires: JUKE 12, 2014 20MRn TnRO ATLOMC 00"1Na Cby ]Ne. Signature of Commission No.: (Seal) cm19/27/07• $,3?7 C. *G1G OGzat�� Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 1 J Permit 1 • Address 7007 SANTA CLARA BLVD Owner(s) SCOTT LENTZ FORT PIERCE 34951 Historic No Jurisdiction St. Lucie County Parcel # 1301-611-0050-000/8 S/D I Lakewood Park Unit 9 Block 102 Lot # 20 FLU RU ZoningIRS-4 Flood Map I Flood Elevation Flood Zone Job Address 7007 SANTA CLAii2A BLVD Date Voided LI Please explain in Additional Comme ONTACT INFORMATION Add Application Contact C t Category Type Contractor `Property Owner Property Owner , Property Owner ! Contractor Name Business Address Email SCOTTLENTZ 7007 SANTA CLARA BLVD FORT PIERCE FL 34951-1299 Open on or . Registration Phone (772) 201-2502 ext Fax ( ) - Mobile ( ) Pager SUB TRADE PERMITS Attach Sub Trade Permit >> Sub -Trade Permit Permit Type ub Trade Status Contractor Taken By Company Date Applied Phonf ( ) _ Issued - " - Owner / Buildier Issued By Sub -Trade Job Description Expiration Finaled FFinaled By ,-ONSTRUCTION INFORMATION Units 1 i00 Floors Buildings #Bedrooms #Bathrooms Total Sq. Ft. 0.00 Min Flood Elevation �J Flood Map Flood Zone FCC 702 Residential Roof Repair NOC Required ® NOC Receivec ® NOC Expiration 01/18/2012 Setbacks Front Back Left Side Right SHE Job Description Additional Info TEAR OF AND RE -ROOF WITH SHINGLES AND MODIFIED BITUMEN FLAT ROOF. 2,900 SQUARE FEET. 4/12 PITCH AND FLAT. Please include the date and your name when adding information. SECTION 1525. UNIFORM PERMiT'APPLICATION Florida Buiidina Code Ed =:jn 2007 Uniform Permit Application Form. INSTRUCTION PAGE 20V COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND"ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Permit'Applic. on Form Attachments Required ' See List Below Low Slope Application I ✓ A,B,C 1,2,3,4,5,6,7' Prescriptive BUR-RAS 150 A,B,C- 4,5,6,7 Asphaltic Shingles A,B,D 1,2,415,6,7 Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles -and Shakes A,B,D 1,2,4,5,67 Other As Applicable 1,2,3,4,5,6,7 ATTA.CI-IMENTS REQUIRED: 1. I Fire Directory Listing Page HAMMY E. VMftwkwmlEngilniPE 32831 2. From Product Approval: 7205 ©yu Cie Front Page PbtSL Lode; FL 952-3212 Specific System Description Fax (772) 48 3035 Specific System Limitations General Limitations Applicable Detail Drawings g nog}�r'fratj_n tons per Chapter 16. or If 72l or RAS 128 4. Other Component of Product Approval Any Required Roof TesiingiCaicuiaiion Docunzenta;ion �5-56 .2007 FLORIDA BUILDING CODE COMfJIENTA ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code- Edition 2007 High -Velocity Hurricahe Zone Uniform Permit Application Form. Section C (Low Slope Application) Surfacing: llJLl f,7��t'' Fill in specific roof assembly components and identify manufacturer Fastener Spacing for Anchor/Base Sheet Attachment: . . (If a component is not used, identify as "NA") Field: 51 " oc @ Lap, # Rows 2 @ IZ " oc System Manufacturer: J • W Ac P P My p Fj 1T _ C�(Y� Perimeter: J" oc @Lap, # Rows @ 1 z " oc Product Approval No.: 06 — O 4-17 .y 4 0 Corner: 'to " oc @ Lap, # Rows 2 @ v " oc Design Wind Pressures, From RAS 128 or Calculations: l o d Number of Fasteners Per Insulation Board: Pmaxl : 30' Pmax2• " Sl Pmax3: — Z&'$ ` Max. Design Pressure, from the specific Product Approval system: — 5Z 155 Deck: a Type: ?L%4-W00 D Gauge/Thickness: i �3LM Slope: / 4-w_If: 7• Anchor/Base Sheet & No. of Ply(s):?P 2g 2- VL JJK 5, Anchor/Base Sheet Fastener/Bonding Material: (�Oo P{ IJG JV 2rLL5 � 'Ci N GA.y5 ' Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: — Top Insulation Layer: Top insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener/Bonding Material: Ply Sheet(s) & No. of Ply(s): Ply Sheet Fastener/Bonding Material: Top Ply: A F'l' ey, 4►5 M Top Ply Fastener/Bonding Material: 1-ti10-1UT w LI—DP D Field Perimeter. Corner Illustrate Components Noted and Details as Applicable: Woodblockin,g, Gutter, Edge Termination, Stripping, Flashi p' Continuous Cleat, Cant Strip, Base Flashing,.Counter- Flashing, Coping, Etc. Z ep4/1,4 t ?jX 3 Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener; Type, Fastener Spacing or Submit 15-58 2007 FLORIDA BUILDING CODE COMMENTARY ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 1=laida B'011aing Code Edition 2007 Uniform Permit Application Form. Master Permit No. — Process No. Contractor's Name J.11%. Job Address' �Oa 7 ROOF CATEGORY '( Low Slope El Mechanically Fastened Tile [IMortarlAdhesive Set Tile i il ❑ Asphaltic ❑ Metal PanellShingles ❑ Wood Shingles/Shakes. Shingles. MMIM 0 "Prescriptive BUR-RAS 150 Rofesslonal En;#nm, PE 328: 7205 'fie Chde ROOF TYPE Fort St, i ude, FL 34952-321 ❑Recovering ❑ Repair ❑ Maintenangpi(772)3035 ❑ New Roof Z Reroofing ROOF SYSTEM INFORMATION Total (SF) Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) -Section• B (Roofi .Plant Xk��V Sketch Roof Plan. lliustrate all levels and sections, roof.drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure.zones and location of } parapets. was=, MEN ■��.��■_����..��� ����■��®vim in Isis Now ■���� ■������n� ik ■I�ViI WIN���i►���� Mal mom IMNIN ft5CDX ak nails 2007 FLORIDA BUILDING CODE -COMMENTARY. �01 AP MIAMIDADE _ hiIAMI-DADE COUNTY, FLORIDA BUILDING CODE COMPLIANCE OFFICE (13CC'0) METRO -DADS FLAGLER SUILDING PRODUCT CONTROL. DIVISION 140 N�'F.S"r FL.ACC.F:R STRF:ET, SUf"fE 1603 N•IIAM1. FLORIDA 3 3130-1 563 NOTICE OF ACCEPTANCE (NOA) (305) 375-2901 FAX (ins) 37}-29u8 Johns Manville Corporation 71717`h Street Denver,. CO 80202 SCOPE: This NOA is being issues{ 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 LhamMiami 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 Al-1J 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: 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 aftera' 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 NOA No. 03-0212.0I aii.d consists of pages 1 The submitted documentation was reviewed by Jo e L. Acebo i through 16 ,fkt"d naf 94" T PE-39831 7205 eye Cb& Pod St La08, R- 34952-3212 Fax (7772) 489-3035 NOA No.: 06-0417.09 Expiration Date: 06/14/11 Approval Date: Page 1 of 16 w ROOFING ASSEMBLY APPROVAL C atekoi:r. Roofing SuU_- tegory: , APP Modified Bitumen Deck Tune: Wood Maximum Design Pressure -52.5 psf Fire Classification: See General Limitation #1 TRADE NAMES Or PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product ' Product Dimensions ,Specification Description JM APP Base 150 sq. ft. roll ASTM D 5147 APP modified asphalt, fiberglass reinforced, smooth surfaced base sheet. APPeX 4S 32.8' x 3.281; 90 ASTM D 6222, APP modified asphalt, polyester lb. roll type 1, grade S reinforced, smooth surfaced membrane. —*APPeX 4.5M 32.8' x 3.281; 90 ASTM D.6222, APP modified asphalt, polyester lb. roll type I grade G reinforced, mineral surfaced membrane. APPeX 4.5MFR 32.8' x 3.28 ; 90 ASTM D 6222, APP modified asphalt, polyester lb. roll type I grade G reinforced, fire -retardant, mineral surfaced membrane. APPeX l 80 32.8' x 3.28; 90 ASTM D 6222, APP modified asphalt, polyester lb. roll type I, grade G reinforced, smooth surfaced membrane. Bicor MFR 39-3/8" x:34' ASTM D 6223 APP modified asphalt, polyester / glass reinforced, granule surfaced membrane. Tricor MFR 39-3/8" x 34' ASTM D 6223 APP modified asphalt, polyester / glass 1 reinforced, granule surfaced membrane. Bicor S 39-3/8" x 34' ASTM D 6223 APP modified asphalt, polyester / glass reinforced, smooth surfaced membrane. Tricor S PermaPly 28 I 39-3/8" x 34' ASTM D 6223 APP modified asphalt, polyester / glass reinforced, smooth surfaced membrane. 36' x 108; 72 lb. roll ASTM D 4601 Type II asphalt impregnated and coated glass fiber base sheet HARUEY E. KOEHNEN Pk*Wm al Engineer PE 32831 7205 Elyse Circle Port St Lucle, FL 349523212 Fax (772) 4893035 NOA No.: 06-0417.09 Expiration Date: 06/14/11 Approval Date: Page 2 of 16 Test Product Product Dimensions Specification Description Ventsulation 36" x 36' ASTM D 4897 1-leavy duty fiber glass base sheet "Type 1l impregnated and coated on both sides with asphalt with or without fine mineral stabilizer. JM Topgard Type B ASTM D 1227 Fire rated, fibercd, non -asbestos, clay water base'asphalt emulsion. JM Fibrated Aluminum ASTM D 2824 Fire rated, Fbered, non -asbestos Roof Coating aluminum coating. JM Premium Fibered ASTM D 2824 Fire rated, fibered;:non-asbestos asphalt Aluminum Roof Coating aluminum coating. APPROVED INSULATIONS: TABL,F. 2 Product Name .Product Description Manufacturer (With Current NOA) ENRGY 2, ENERGY 3, PSI-25 Isocyanurate Insulation. Johns Manville ENRGY 2 Composite Polyisocyanurate insulation laminated to Johns Manville perlite. ENRGY 2 Plus Polyisocyanurate insulation laminated to Johns Manville wood fiber. Fesco Foam, DuraFoam Isocyanurate Insulation with perlite facer Johns Manville Retro-Fit Board, DuraBoard A high -density perlite roof insulation. Johns Manville Fesco Board 1 Rigid perlite roof insulation board. Johns Fiber Glass Roof Insulation Manville Fiberglas roof insulation. Johns T anville ACFoam 11 Isocyanurate Insulation Atlas Roofing Corp. Wood Fiberboard Regular wood fiber insulation Generic High Density Wood Fiberboard High Density Wood Fiber insulation board. Generic Perlite Insulation Board Perlite Insulation Generic Type X Gypsum Gypsum Wallboard Generic XPS Extruded polystyrene Generic Structodeck High Density Wood Fiber insulation board. Masonitc NOA No.: 06-0417.09 Expiration Date: 06/I4/11 Approval Date: Page 3 of 16 . APPROVED FASTENERS: RS: Fastener Product Number. Name 1. UltraFast 2. UltraFast ASAP 3. UltraFast Metal Plate TA B L E 3 Product Manufacturer Description Dimensions (With Current NOA) Insulation fastener for wood Johns Manville and steel. Pre -assembled Insulation Johns Manville fastener and plate Galvalume A7,55 steel plate 3" square & . Johns Manville 3" round 4. Olympic Fastener #12 & Insulation fastener Olympic Mfg. Group #14 S. Olympic Fastener ASAP Pre -assembled Insulation Olympic Mfg. Group fastener and plate 6. Olympic G-2 Galvalume AZ55 steel plate 3.5" round Olympic Mfg. Group 7. Olympic Standard Galvalume'AZ50 steel plate 3" round Olympic Mfg. Group 8. Tru-Fast Insulation fastener for steel The Tru-Fast Corp. and wood decks 9. Tru-Fast Plates Galvalume AZ.55 steel plate 3" round The Tru-Fast Corp. EVIDENCE SUBMITTED: Pest Agency Test Identifier Description Date Factory Mutual Research Corp. J.I. OXOA9.AM Wind Uplift 03/25/94 J.1. OW6A2.AM Wind Uplift 02/05/93 1 J.I. 0X7A4.AM Wind Uplift 08/26/93 J.1. 3001482 08/1 1/98 1 J.1.3002823 04/01/99 J.I. 3003468 02/02/00 J.I. 3007148 04/19/00 3009499 4470 04/04/01 4470 - ' 1 1/01/02 3012974 4450 06/03/02 Underwriters Laboratories, Inc. R-10400 Publislied Annually Exterior Research &.Design, LLC 44361-2.04.97-1 TAS 114(J) — Wind Uplift I 04/15/97 I0390A.12.97-1 TAS 1 14(J) — Wind Uplift 12/15/97 10390A.10.97-1 TAS 114(J) — Wind Uplift 10/15/97 10391.01.03 TAS 1 14(J) & TAS 117 (B) 01/29/03 NOA No.: 06-0417.09 Expiration Date: 06/14/11 Approval Date: Pale 4 of 16 �l Ap Membrane Type: APP // Deck Tvpe 11: Wood, Nrm-Insulated cck Description: �`''112" or greater plywood or wood plank Systein Type E,: Base sheet mechanically fastened. All General and System limitations apply. 'Base Sheet: (Option #I) One ply of JM APP Base, PermaPly 28, Glasbase Plus or Ventsulation mechanically fastened to the deck with JM UltraFast, Olympic or Tru-Fast metal plates and fasteners at a 4" side lap 12" o.c. and two rows staggered in the center of the sheet 18" o.c. Maximum Design Pressure —45 psf —See General Limitation #9.) ,(Option #2) Minimum two plies of TM PermaPly 28 or Ventsulation simultaneously fastened to the deck lapped 4" and fastened 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 —52.5 psf — See Genera! Limitation #7.) (Option #3) Minimum two plies of JM PermaPly 28 or Ventsulation simultaneously fastened to the deck with JM Ultrafast fasteners and Metal Plates spaced 9" o.c. in a 4" lap and 12" o.c. in two staggered rows in the center of the sheet. (Maximum Design Pressure —52.5 psf— See General Limitation #7.) Ply Sheet: (Optional) One or more plies of JM APP Base, APPeX 4S or APPeX 180 heat / welded to base sheet. V Membrane: One or more plies of APPeX 4S, APPeX 180 APPeX 4.5M or APPeX 4.5 MFR beat welded. Surfacing: (Optional) Install one of the following for all systems that do not achieve acceptable fire ratings through the use of FR membrane sheets. '�t< 1. 400 lb./sq. gravel or 300 lb./sq. slag in a flood coat of approved moping asphalt at a rate of 00 Ili./sq. - 2. Karnak 97, Karnak 97 AF, Monsey Premium Long Life Aluminum Roof Coating Asbestos Free or Monsey Prograde Aluminum, JM Topgard Type A, _._ ..__._......_.___._._ _.._T_opgard-Type-.R; JM-Aluminumn-RF-CT -Gnmi"t ivll luminum coaiing at a rate of 1-1/2 gal/sq Monsey Agi'abrife, Gardner asphalt emulsion, APOC Sunbright 400 or Henry 229 Aluminum Emulsion at 2'/z gal/sq or APOC 212 Aluminum Roof Coating at 3 gal/sq. 3. Grundy 20 F asphalt emulsion, Endure Asphalt Emulsion, A.POC 302 or 302 Al -'applied at 2% gal/sq with optional 60 lbs./sq. of roofing gra - ;. embedded in wet coating. PM&EWA Eagwa PE42MI 7205 Sw Chk Maximum Design PbrtSL 1=1% FL 34952-3212 1 Pressure: See Fastening Options Abovc Fax M2)489.3035 NOA No.: 06-0417.09 Expiration Date: 06/14/11 Approval Date: Page 1i of 16 • WOM) C ECK SYSTEM LIMITATIONS' \ sllp :;h�'cl I\ rriluircd �� IIII 1'1� 1 ;Intl i'1% G t\ hkm ;Is ;I lilt rl1.1111c;ll1\ l';l,;lclwEj ll;c;c ;IIICh(gr slice[. GENERAL LIMITATIONS: L 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 laver shall be attached in compliance with Product Control Approval guidelines. All other layers ~hall be adlicred in a full mopping of approved asphalt applied within the FVT range and al a rate of•20-40 lbs./sq., or mechanically attached using the fas[ening pattern of, the top laver 3. All standard panel sizes are acceptable for mechanical itlach"Icnt. Whcn 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 witl) 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 systcm 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 Mininluin 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. Fasteler spacing for mechanical attachment of anchol;'base sheet or membrane attachment is based on a.mininrtrin fastener resistance value in conjunction with the maximum design value listed within a specific systcm. Should the fastener resistance be less than that required, as detcrinined by the Building Official, a revised fastener spacing, prepared, sighed and scaled 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 Slandards TAS 105 and 7. �alculations in compliance with Roofing Application Standard RAS 117. erimcter and corner areas shall comply with the enhanced uplift pressure regtiireinents of these areas. Fastener densities dial] be increased fin- both it1SLII3tlotl and base sheel as calculated in compliance with Rooli I--, Application Standdard RAS 1 IT Calculations prepared, signed and scaled by 3 Florida rcf;istered�Profi.Ssional Pngineer, Registered .Architect, or Registered Roof C'onsullani (When this limitation is specifically referred within this NOA, General limitation #9 will not be applicable.) 8. Al_attatlulzetli_ab .f r littetcrnaificrspm;zsiingleziiilzoileb�itiEuS ; ----- -------------- shall-confarill-t''o Riiiifing A—p »l 1,1 cation Standard RAS I I I and applicable wind load rcyuiremcnt,. 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 extrapnlalion shall he permitted for enhanced lasicning at enhnnccd pressure Zolics (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General I,imi will not be applicable.) na1 prl�fnces 1 END OF "1111 S ACCEPTANCE 72051]yse Circle ?L�32331 Pbat St Lucte, FL 34952-3212 (772) 489-3035 NOA No.: 00-0417.09 Expiration date: 06/1.1/11 Appr'u%ai i)ate: t':wv ib of, 10 Florida Building Code Online ice} Page I of? BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search 011 Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type t Code Version Application Status Comments ixx Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By FL10674-R1 Revision 2007.. Approved a Owens Corning One Owens Corning Parkway Toledo, OH 43659 (419)248-7060 darrel.higgs@owenscorning.com Darrel Higgs darrel.higgs@owenscorning.com Roofing Asphalt Shingles Certification Mark or Listing Underwriters Laboratories Inc. Robert J. M. Nieminen, PE r.. Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ASTM D3161, Class F 2003 _. . _.. ----ASTM D3462 - - - -- ._.-.. - _ _ 20n4---- - ASTM D6381, Class H 2O03 ASTM D7158, Class H 2O05 TAS 107 1995 UL 2390, Class H 2O04 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A http://floridabuiIding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtBNbEY5 V%2boQT... 3/26/2009 Florida Building Code Online] ll Page 2 of 2 � ` J Date Submitted 10/30/2008 Date Validated 11/04/2008 Date Pending FBC Approval 11/09/2008 Date Approved 12/10/2008 I ummary of Products FL * Model, Number or Name Descrip ' 10674.1 Owens Corning Asphalt Roofing 3-tab, aminated starter shingle roll, and Hip and Ridge Shingles Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10674_Ri_C_CAC_AHJ letter 10-06-08 Ted Approved for use outside HVHZ: Yes Berman.pdf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 10/01/2010 Other: Refer to UL letter Installation Instructions FL10674_R1_II_AHJ letter 10-06-08 Ted Berman.pdf Verified By: Underwriters Laboratories Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: sack Plext ' DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 © 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: M Fiz— ?c Feck Robboy a,wx. http://floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtBNbEY5 VD/`2boQT... 3/26/2009 �1 Northbrook Division Underwriters 333!'tig(351lRoad Laboratories 1nct:inal,brook, I G0062.2096 USA 1& 1 841272 3800 tax: 1 847 2.72 .3129 C:tsiomer service: 1 877 65.1 3577 October 6, 2008 Mr. Ted Berman P.E. Senior Project Manager A&A Arnold & Associates, Inc. 1711 W 38th Place, Unit 1207 Hialeah, FL 33012-7077 Subject: Owens Corning Dear Mr. Mr. Berman: This is to confirm that, Oakridge® PRO 30TM with Surenail, Oakridge® PRO 30TM AR with Surenail, Oakridge® PRO 40TM with Surenail, Oakridgee PRO 40TM AR with Surenail , Oakridge® PRO 50TM with Surenail, and Oakridge® PRO 50TM AR with Surenail, Duration, Duration Premium, Classic® or Classic® AR, Supreme® or Supreme® AR, Prominence® or Prominence® AR, Oakridge© (Oakridge® PRO 30TM) or Oakridge® (Oakridge© PRO 30TM AR), Oakridge® PRO 40TM or Oakridge® PRO 40TM AR, Oakridge® PRO 50TM or Oakridge® PRO 50TM AR, Berkshire, WeatherGuard HP, Hip & Ridge with sealant, High Ridge, WeatherGuard HP and Berkshire Hip and Ridge shingles are Listed in accordance with ANSI/UL790-04, Class A (ASTM E 108, Class A), ASTM D3462-04, ASTM D3161-03b Class F, ASTM D7158-05 and/or UL2390-041, ASTM D 6381-03 Class H and Dade County Protocol TAS 107-95. Hip and Ridge type shingles secured with 4 nails, Berkshire secured with 5 nails, WeatherGuard HP secured with 6 nails and all other shingles secured with 4 nails. All the products have been tested and meet the criteria for these standards and are covered by UL's Follow -Up Service Program for File R2453. If you should have any questions, please feel free to contact the writer. `��.'z/z:: el— '_ Martin K. Rowan (Ext. 42349) Senior Project Engineer Fire Protection Division 8r,1, Krsr.. .0oi: r P � O0".AKRIDGE PRO`' SERIES SHINGLES INSTALLATION. INSTRUCTIONS INNOVATIONS FOR LIVING" INSTRUCCIONES PARA LA INSTALACION DE TEJAS OAKRIDGE PROD SERIES urea Technology T-0iogia b Y qq�t yy e tx „��.,�•7"y gP•�5'Vi' #. t -5 1 i � v; n Application Instructions Before installing this product, check local building codes for their roofing requirements. These shingles are designed for new or reroofing work over any properly built and supported wood roof deck having adequate naJl- holding capacity and a smooth surface. Check local building codes. Precautionary Note: The manufacturer will not be responsible for problems resulting from any deviation from the recommended application instructions and the following precautions: Roof Top Loading: Lay shingle bundles flat. Do not bend over the ridge. Roof Deck: • 6" maximum roof deck boards • Minimum W plywood • Minimum'/a" OSB Regardless of deck type used, the roofing installer must: 1. Install the deck material in strict compliance with the deck manufacturer's instructions. 2. Prevent the deck from getting wet before, during and after installation. Ventilation: Must meet or exceed FHA Minimum Property Standards. Handling: Use extra care in handling shingles when the temperature is below 40°F. Storage: Store in a covered, ventilated area at a maximum temperature of 110°F. Stack in a flat fashion (maximum of 13 bundles high). Protect shingles from weather when stored at the job site. Do not store near steam pipes, radiators, etc. Nails must be corrosion -resistant, I I- or 12-gauge, with heads at least W in diameter. Staples must be 16-gauge minimum, "/16' minimum crown width and sufficient length to penetrate'/4" into wood decking or through APA-rated roof sheathing. Staples are to be corrosion -protected. All Fasteners must penetrate at least'/4" into the wood deck or completely through sheathing. Properly Driven Improperly Driven R 'h"min. Decking 'hdiameter shingle ,Iv min. Notice: Owens Corning recommends the use of nails as the preferred method of attaching shingles to wood decking or other-nailabl-surface. Caution: Roof surface may be slippery, especially when wet or icy. Use a fall protection system when installing. Wear rubber soled shoes.Walk with care. Falling Hazard: Secure area below work and materials on roof. Unsecured materials may slide on roof. Place on level plane or secure to prevent sliding.Wear a hard hat. Instrucciones cle aplicaci6n Antes de instalar este producto, consulte los c6digos de construcci6n locales Para informarse sobre los requisitos de techado. Estas tejas han sido disetiadas para la construcci8n de techos nuevos o el arreglo de techos existentes sobre estructuras de madera construidas correctamente y que poseen una capacidad adecuada de sujeci6n de clavos y una superficie lisa. Consulte los c6digos de construcci6n locales. Nota cle precauci6n: El fabricante no sera responsable de problemas que sean consecuencia de no seguir exactamente las instrucciones de aplicaci6n recomendadas y las siguientes precauciones: Carga sobre techo: Coloque los paquetes de tejas de manera plana sobre el techo. No los doble sobre la cumbrera. Superficie del techo: • Tablas de superficie de techo de 6 pulg. maximo •'/8 pulg. como minimo de madera terciada • %6 pulg. como minimo para paneles de fibra orientada. Cualquiera sea el tipo de superficie�utilizada, el instalador debe: I. Instalar el material de la -superficie siguiendo estrictamente las instrucciones del fabricante de la superficie. 2. Evitar que la superficie se moje antes, durante y despues de la instalaci6n. Ventilaci6n: Debe cumplir o exceder ]as normas minimas para propiedades establecidas por el FHA. Manipulaci6n: Tenga mucho cuidado al manipular las tejas cuando la temperatura sea inferior a los 40 F. Almacenaje: En un area cubierta y ventilada a una temperatura no mayor de 110 F. Apilar de manera plana (un maximo de 13 paquetes de altura). Proteja las tejas del clima cuando las almacene en el lugar de trabajo. No las almacene cerca de tuberias de vapor, radiadores, etc. Los clavos deben ser inoxidables, de calibre 11 6 12, con cabezas de por to menos % pulg. de diametro. Las grapas deben ser, como minimo,•de calibre 16, con un ancho de corona de al menos 15/16 pulg. y una longitud suficiente para penetrar'/, pulg. en la superficie de madera o a trav6s de un revestimiento de techo que cumpla con [as normas APA. Las grapas deben ser inoxidables. Todos los sujetadores deben penetrar al menos'/4 pulg. en la superficie de madera o atravesar completamente en Jos recubrimientos de madera terciada. Bien colocado Mal colocado _ n-�dlameiFo mfn. _ _ 6blvnedo min. Aviso: Owens Corning recomienda el use de clavos como m6todo preferido para fijar tejas a superficies de madera u otras superficies aptas para clavos. El Cuidado: El techo puede estar resbaloso, especialmente cuando esta mojado o helado. Utilice un sistema de protec- ci6n contra caidas durante la instalacion. Use zapatos de hule. Camine con cuidado. Peligro de caida de objetos: Por favor asegure el area que se encuentra debajo de la zona de trabajo y amarre los materiales al techo. Los materiales que no est6n sujetos pueden resbalarse del techo. Col6quelos en un lugar queno tenga pendiente, o suj6telos Para prevenir que se resbalen. Use un casco resistente. f Specialty Eave Flashing: WeatherLock9 Underlayment or equivalent eave and flashing membrane applied to a point at least 24" beyond interior wall line. See manufacturer's installation instructions. See Fig. I. Fig.Specialty Eave Flashing Revestimiento especial para alero Eave flashing where required Revestimiento de alero, deride sea necesario 24' beyond interior wall line I4puly. mas alld de la lines fntema de pared Wall line Won de pared Revestimiento especial para alero: Membrana autoadhesiva WeatherLockl o membrana equivalente Para alero y bordes aplicada en un punto al menos 24 pulg. mas alla de la linea de la pared interior. Consulte las instrucciones de instalaci6n del fabricante. Consulte la Fig. 1. 2 Underlayment: \ Underlayment Standard Slope �'g' 2 Impermeabilizante: Standard Slope (4" in 12" or ore) Application Pendiente estdndar del impermeabilizante Pendiente estandar (4 pulg. cads of underlayment, mtttal Slopes 4"intz'ormore Venice Iseems 12 pulg. o rinds) drip edges and eave flashing: Pendierdes do 4puig. dada 12pulg. o mas 6. min. Me?. Aplicaci6n de impermeabilizante, See Fig. 2. aepieamin. bordes de goteo metalicos y Low Slope (2" in 12" to less than rir�- '�j% revestimiento del alero: 4" in 12") Drip edge `Nails Consulte to Fig. 2. A�. Application of underlayment and metal pp y over c�avea atrakaedge / I Pendiente baja (2 pulg. en 12 pulg. drip edges: See Fig. 2A. Horde de gotae J —Felt over sabre felps en �. a menos de 4 pulg. en 12 pulg.) borde de viga y drip edge lnclinada .( �� at eave relpssobre Aplicacion de impermeabilizante 2in. End lap borde de goteo Top lap4"mena/aforo y bordes de goteo metalicos: . Superpoaicidn Superposlcidn superior, 2 pufg. Rnal, 4 pulp. min. Consulte to Fig. ZA. 3 Chalk Lines: To aid in shingle alignment, it is recommended that chalk lines be snapped on the exposed surface of the underlayment prior to shingle application. See Fig. 3. Fig.J� Underlayment Low Slope l� Pendiente Baia del impermeabilizante Slopesz'in IV to less than 4" in lz' Pendientes de 2 pulg. cede 12 pulg., haste menos de 4 pulg. cada 12pulg. Drip edge _ Horde de gored Drip edge End lap 'Banda iemas.cmn iniefal Wallline—I %/ First and succeeding courses Linea are 35. wide with 16' lap Fie.Chalk Lines ll Lineas de Liza PRO 3 1 PRO 0° r glue , PRO 4r y Rakrrdge PRR 50 ° 3 Lineas de tiza: Para facilitar la alineaci6n de las tejas, se recomienda hater marcas de tiza (utilizando sogas impregnadas en tiza) sobre la superficie expuesta del impermeabilizante antes de colocar las tejas. Consulte la Fig. 3. 2 Shingle Fastening: j Standard Fastening Pattern See Fig. 4. Fasteners must be placed in the SureNaill' fastening area. See Fig. 4. Note: Do not place the fasteners on the sealer strip. Mansard or Steep Slope Fastening Pattern See Fig. 4A. REQUIRED: For slopes exceeding 60 degrees or 21 inches per foot, use six fasteners and four spots of asphalt plastic cement per shingle. Apply immediately; one I" diameter spot of asphalt plastic cement under each shingle tab. Center asphalt plastic cement 2" up from bottom edge of shingle tab. See Fig. 4A. Roof Cement where required must meet ASTM D-4586 Type I or II (asbestos -free). [a�. /j Standard Fastening Pattern r1 4 Esquema de fiiaci6n estandar 4-Nail Configuration Configuration de 4 clavas sur.Nair fastening area width Area do clavas Su..Nail- IT 'I I`-- IT —>1 5'h° Exposure Nails AY Exposure Wife exposition Claws Wde exp.sicidn Fig. 4A Mansard or Steep Slope Fastening Pattern Esquema de fiiaci6n para mansardas o pendientes agudas 6-Nail Configuration Configuration rM•e••i�%��x•r•• de 6clavos .JI m; �a"•"•'ini br b.wix"a. A—e..i�te°u.w a.• •Nlyden a a•_Z In•a• \\ SMNer If- IT —►I \ \ -It— ,T =►h� M.e•a..•, 5W Exposure Nails 5%°Exposure 511°de erposicidn Clavos W de exposition 4 Fijaci6n de tejas: Esquema de fijaci6n estandar Consulte la Fig. 4. Los sujetadores se deben colocar en el area de sujeci6n SureNaV Consulte la Fig. 4. Nota: No coloque los sujetadores en la tira de sellador. Esquema de fijaci6n en pendientes pronunciadas o mansardas Consulte la Fig. 4A. REQUISITOS: Para pendientes de mis de 60 grados o 21 pulg. por pie, utilice seis sujetadores y cuatro pequefias cantidades de cemento plastico asfaltado por teja. Inmediatamente, aplique una pequefia cantidad de cemento plastico asfaltado de I pulg. Ide diimetro debajo de cada lengiieta de las tejas. Asegurese de que�el cemento plastico asfaltado est6 centrado 2 pulg. por encima del borde inferior de la lengbeta de la teja. Consulte la Fig. 4A. Cuando sea necesario utilizar cemento para techos, este debe cumplir con la norms ASTM D-4586 Tipo 16 II (sin asbestos). S Shingle Application: Shingle Application Aplicaci6n de las tejas: Fi Owens Corning Oakridge PRO`" Series Fig. 5 ApGcacion de teias Las tejas Oakridge PROF Series de shingles are applied with a 6%" offset with 55/s'r exposure, over prepared roof deck, starting at the bottom of the roof and working across and up. This will blend shingles from one bundle into the next and minimize any normal shade variation. Application with offsets of 4" or 5" are also acceptable. Caution must be exercised to assure that end joints are no closer than 2" Owens Corning se aplican con un desplazamiento de 6''A pulg., con una superficie expuesta de 5% pulg., sobre superficies de techos preparadas. La colocaci6n comienza por la parte inferior del techo y se realiza en forma transversal hacia arriba. De esta manera, las tejas de un paquete se mezclan con las del siguiente y se reducen al minimo las variaciones normales de tonalidad. Tambien from fastener In the shingle below and se pueden splitsr rajas con un -that side- laps are no -less than 4_' in succeeding courses. Refer. to _ _ _ desplazamiento de 4 6 5 pulgadas. ----------- --course application steps for specific -instructions.--- - -- - -Asegurese-de que las uniones de-los extremos-no se encuentren a -- menos de 2 pulgadas del sujetador de la teja que se encuentra mas Starter Course: abajo y que las superposiciones laterales no sean de menos de 4 Use starter roll or trim 55/s't from the starter course shingle. Trim pulgadas en las hileras siguientes. Consulte los pasos de aplicaci6n 6%z" off the rake of the starter course shingle and flush with the de hileras para ver las instrucciones especificas. drip edge along the rake and eaves edge, and continue across the roof. Use 5 fasteners for each shingle, placed 2" to 3" up from eaves edge. See Fig. S. (If no drip edge is used, shingles must extend a minimum of %i' and no more than I" from rake and eaves edge.) (continued on next page) Hilera initial: Utilice un rollo de inicio o torte a 5%s pulgadas de la teja de la hilera initial, de manera que el sellador este alineado con el borde del alero. Corte 6'/z pulg. desde la viga inclinada en la teja de la hilera initial y extienda. mas ally de la viga inclinada y el borde del alero, y continue a to ancho del techo. Utilice 5 sujetadores para cada teja, colocados a una distancia de entre 2 y 3 pulgadas del borde del alero. Consulte la Fig. 5. (Si utiliza un borde de goteo, las tejas deben extenderse un minimo de % pulgada y un m; ximo de I pulgada de la viga inclinada y el borde del alero.) (continua en la pigina siguiente) �J I Shingle Application (cont.): Fig. 5A Shingle Application Aplicacion de teias First Course: Apply first course starting with the full shingle even with the starter course. See Fig. 5A. Fasten securely according to fastening instructions. See Fig. 4. Second Course: Remove 6Y2' from the left end of this shingle and apply the remaining piece over and above the first course shingle and flush with edge of the first course with 5%" exposure. See Fig. 58. Fasten securely according to fastening instruc- tions. See Fig. 4. Third Course: Remove 13" from the left end of thl shingle and apply the remaining pie3 over and above the second course shingle flush with edge of the second course with 5%" exposure. See Fig. 5C. Fasten securely according to fastening instructions. See Fig. 4. Fourth Course: Remove 19%' from the left end of this shingle and apply the remaining piece over and above the third course shingle and flush with edge of the third course with 5%" exposure. See Fig. SD. Fasten securely according to fastening instructions. See Fig. 4. (continued on next page) First Course Primera hilera Rake Edge Borde de viga inclinada yOskridge PRO50e Fig.GD Shingle Application �JD Aplicacion de teias Second Courso Segundo hilera e oo�a\ctB\h pt°aka` Rake BinarEddoge chhadavrga Trim 6'h' '•, 6'h' from IeN edge �., 5i1' ERposum Recartar6'h ping. del 5'/. ping. de eaposicidn borde irquierdo Fig.[� Shingle Application iJ Aplicacion de teias Third Course e Tercera hilera ipetot iB���` �°vaoa ao' RF Bake Edge Bards de viga 'l'Nd6 \ inclinada Trim '••. hom13' /1r left edge Recortar 13pulg. del borde i:quiorda Flo. CD Shingle Application ai aJ Aplicacion de teias Aplicaci6n de las teias (cont.): Primera hilera: Coloque la primera hilera comenzando con la teja cortada alineada con la hilera inicial. Consulte la Fig. 5A. Sujete firmemente de acuerdo con las instrucciones de sujeci6n. Consulte la Fig. 4. Segunda hilera: Quite 6'A pulg. del borde izquierdo de esta teja y aplique la pieza restante sobre y por encima de la teja de la primera hilera y al ras del borde de la primera hilera, con 5% pulg. de exposici6n. Consulte la Fig. 5B. Sujete firmemente de acuerdo con las instrucciones de sujeci6n. Consulte la Fig. 4. Terceira hilera: Quite 13 pulg. del borde izquierdo de esta teja y aplique la pieza restante sobre y por encima de la teja de la segunda hilera y al ras del borde de la segunda hilera, con 5% pulg. de exposici6n. Consulte to Fig. 5C. Sujete firmemente de acuerdo con las instrucciones de sujeci6n. Consulte la Fig. 4. Cuarta hilera: Quite 19'/z pulg. del borde izquierdo de esta teja y aplique la pieza restante sobre y por encima de la teja de la tercera hilera y al ras del borde de la tercera hilera, con 5% pulg. de exposici6n. Consulte la Fig. 5D. Sujete firmemente de acuerdo con las instrucciones de sujeci6n. Consulte la Fig. 4. (continua en la pagina siguiente) --------------------- -------- ----- -Fourth Course-_.-- -------.o`- ----------._. .-------------------------- -" ---- ------------- _____..__ CuartaWera_.— Na�zo daGie . liaee Rake Edge Borde de viga n��dora inclinada 19 h' Trim IVY \ from left edge 4 SShingle Application (cont.): Fifth Course: Remove 26" from the left end of this shingle and apply the remaining piece over and above the fourth course shingle and flush with edge of the fourth course with 55/e" exposure. See Fig. 5E. Fasten securely according to fastening instructions. See Fig. 4. Sixth Course: Remove 32'/2" from the left end of this shingle and apply the remaining piece over and above the fifth course shingle and flush with edge of the fifth course with 5%" exposure. See Fig. 5F. Fasten securely according to fastening instructions. See Fig. 4. Succeeding Courses: For succeeding courses, repeat first through sixth course. See Fig. 5G. Sege 5E Shingle Application Aplicaci6n de teias Fifth Course auinta hilera °�t0ca°`i9„o''t0n ne0 y Rake Edga-.' Rorde do viga, loclfnada CO 6 /� y�b.�era Trim 26' from Taft edge Rece"=,Puuierlg. do dolhorde izq FI„. G[ Shingle Application y 5 r Aplicaci6n de telas CourseSixth SexfaWere °`tOcaBiiO�Fo Trim 32-Y from left edge Recorfar32rh'pulg. del horde izqumtdo Fig.Shingle Application iJ G Aplicaci6n de tejas Succeeding Courses Hileras siguionfes SAplicaci6n ale las tejas (cant.): Quinta hilera: Quite 26 pulg. del borde izquierdo de esta teja y aplique la pieza restante sobre y por encima de la teja de la cuarta hilera y al ras del borde de la cuarta hilera, con 5%pulg. de exposici6n. Consulte la Fig. 5E. Suiete ffrmemente de acuerdo con las instrucciones de sujeci6n. Consulte la Fig. 4. Sexta hilera: Quite 32'/2 pulg. del borde izquierdo de esta teja y aplique la pieza restante sobre y por encima de la teja de la quinta hilera y al ras del borde de la quints hilera, con 5% pulg. de exposici6n. Consulte la Fig. 5F. Suiete ffrmemente de acuerdo con las instruc6iones de sujeci6n. Consulte la Fig. 4. Hileras siguientes: Para las hileras siguientes, repita los pasos que se indican desde la primera hasta la sexta hilera. Consulte to Fig. 5G. 5 l Valley Construction: Closed -Cut Valley See Fig. 6. A closed -cut valley can be used as an alternative and is applied as follows: Lay a 36"-wide valley liner of self - adhered membrane underlayment or equivalent. A 36"-wide minimum 50-lb. smooth surface roll roofing can also be used as a valley liner. Lay all shingles on one side of valley and across center line of valley a minimum of 12" Fasten a minimum of 6" away from center line on each side of valley. Strike a chalk line 2" from the center line of the unshingled side. Apply shing[bs on the unshingled side up to the chalk line and trim, taking care 1 not to cut the underlying shingles. Clip upper corners of these shingles, cement and fasten. Both woven and metal valleys are acceptable alternatives. 7 Step'Flashing: Use 10" x 7" corrosion -resistant metal where roof planes butt against vertical sidewalls or chimneys. See Fig. 7. 8 Hip & Ridge Application: Use High Ridge Hip & Ridge shingles. Follow application instructions as printed on the High Ridge Hip & Ridge carton. See Fig. 8. Closed -Cut Valley Construction iqn Construction con canal de torte cerrado 16 Valley Liner —•1 6 1Min. flevestimienta Il6 pulg. minima inferior del canal �I `� Extra Nail Cie. extra Underlayment—, Membrane de ' 1/ Asphalt pool Cement imparmeabiliracidn 'f Cemento pare Inches do asialto i Clip Corner jffecartaf esquine I Centerline Linea cam al Fig. Step Flashing Revestimiento escalonado Z'Top Lap Superposicida Metal flashing suponor de 2pulg. 10' x 7' I etava roves to roof flevesfimienfo N �Clavarrevesfimiordo attache metdlico de 10 pu10.x7pu1g. 7' I% Hip & Ridge Application F'(1 8 Preparacibn de las teias para caballetes �j ycumbreras Prevailing Wind Direction Direccidn predominanfe del viento 9' Exposure .� 6 pulg. de exposicidn 9" Fastening Distance 9 ping. Distancie de fiiacidn h Construccion del canal: Canal con torte cerrado Consulte la Figura 6. Como alternativa, se puede utilizar una limahoya con canal cerrado que se aplica de la siguiente manera: Coloque Lin revestimiento de limahoya de impermeabilizante de membrana autoadhesiva o equivalente de 36 pulgadas de ancho. Para revestir la limahoya, tambi6n se puede utilizar Lin rollo de techado de superffcie lisa de 36 ping. de ancho y un minimo de 50 libras. Coloque todas las tejas sobre Lin lado del canal y a trav6s de la lines central del canal al menos 12 pulgadas. Sujete a un minimo de 6 pulgadas desde la linea central a cada lado del canal. Marque una linea de tiza a 2 pulgadas de la linea central del [ado que no tiene tejas. Coloque las tejas del lado que no tiene tejas hasta la linea de tiza y recorte, con cuidado de no cortar las tejas que se encuentran debajo. Una los extremos superiores de estas tejas, coloque Cemento y sujete. Se pueden utilizar canales de tejido o metal. 7 Revestimineto escalonado: Utilice metal resistente a la corrosion de 10 x 7 pulg. en los puntos en los que los pianos del techo se unan a las paredes laterales verticales o a chimeneas. Consulte la Fig. 7. 8 Colocaci6n de caballetes y cumbreras: Utilice tejas para lima tesa y cumbrera. Siga las instrucciones de colocaci6n del envoltorio. Consulte la Fig. 8. 6 l For additional information on Owens Corning Exterior Systems or Insulation Systems, visit our Web site at www.owenscorning.com or call 1-800-GET PINK. OWENS CORNING WORLD HEADQUARTERS �. ONE OWENS CORNING PARKWAY • TOLEDO, OHIO, USA 43659 00 1-800-GET-PINK INNOVATIONS FOR LIVING" www.owenscorning.com Pub. No. 10000142. Printed in U.S.A. March 2006. THE PINK PANTHER" & ©1964-2006 Metro -Goldwyn -Mayer Studios Inc. All Rights Reserved. The color PINK is a registered trademark of Owens Corning. ©2006 Owens Corning. • STARTER SHINGLE FOR EAVE & RAKE EDGE Cut Time —Not Tabs Introducing Starter Shingle Roll from Owens Corning, the largest manufacturer of world -class roofing materials. This product eliminates the need for cutting shingle tabs or inverting them to create a starter row. So you save time. Easy Application ArinlinatLAin i(cm 1 - - _thin Cim nl�i��n`ri l�%asiLln�o �^r�ursaof_ The -Starter Shingle Roll advantages: • Eliminates time-consuming tab cutting or shingle flopping • Comes in handy individual rolls, measuring 7.2" x 33'4" • Easy peel -and -stick application • Requires no special tools, hardware or training • Compatible with the Oakridge' PRO Series;" —,_tl�Zeafher_G ardHP P_r--III lul-luu_jupf eme I - - - -- and uassic" shingles Starter Shingle Roll along a clean, dry and smooth eave line or rake edge, after removing the release sheet, Apply the Starter Shingle Roll directly onto the WeatherLock" underlayment or a layer of felt. Once it is pressed into place, you're ready to begin shingling. (See application instructions on back.) ' STARTER SHINGLE ROLL'APPLICATION-,,INSTRUCTIONS Before installing this product, check roofing manufacturer's application instructions and local building codes for their roofing requirements. Starter Shingle Roll: 1. Eave Application: Align Starter Shingle Roll with eave edge, granular side up with the seal strip closest to the outer edge of the roof. Remove the release backer and press or roll Starter Shingle Roll to assure full adhesion to the underlayment. See Fig. 1 2. Rake Application: Install drip edge first, then apply Starter Shingle Roll with sealant strip closest to the outer edge of roof. Remove the release backer and press or roll Starter Shingle Roll to assure full adhesion to the underlayment. See Fig, 2 3.If nailing is necessary, install nails within 1" of the top edge of Starter Shingle Roll. 4.Apply shingles once Starter Shingle Roll is installed. Apply shingles according to the shingle manufac- turer's instructions. Fig. 1 Apply to eave Drip edge Sealant strip Wall line Fig. 2 Apply to rake Drip edge Sealant strip O Wall line ROOF SURFACE MAY BE SLIPPERY: Especially when wet or icy. Use a fall protection system when installing. Wear rubber -soled shoes. Walk with care. FALLING HAZARD: Secure area below work and materials on State of California to cause cancer. CAUTION: May cause slight irritation. Contains Asphalt CAS#8052-42-4, Petroleum Oil CAS#64742-04-7, Styrene Precautionary Note: The manufacturer will not be responsible for problems resulting from any deviation from the recom- mended application instructions and the following precautions: Storage: Store this product in a dry, well -ventilated area and stand upright, Do not store for extended periods over 907 (32°C). Nails must be corrosion -resistant, 11- or 12-gauge, with heads at least 3/8" in diameter Staples must be 1�-gauge minimum, 15/16" minimum crown width and suffi- cient length to penetrate 3/4" into wood decking or through APA-rated roof sheathing. Staples are to be corrosion protected. All Fasteners must penetrate at least 3/4" into the wood deck or completely through plywood sheathing. Notice: Owens Corning recommends the use of nails as the preferred method of attaching shingles to wood decking or other nailable surface. Butadiene Polymer CAS#9003-55-8, Proprietary ingredient, Polymer Film. Repeated skin contact with petroleum oil in rubberized asphalt may increase risk of skin cancer. Avoid prolonged or repeated contact with skin. Eye contact with residue on hands may cause irritation. ___For_more health-anal_physical_infoimation, consult._vour.-emolover---- dealer or by writing: Owens Corning World Headquarters, ATTN: Product Stewardship, One Owens Corning Parkway,Toledo, Ohio 43659; or calling: 1-419-248-8234. If you have a fax machine you can also obtain a copy of the MSDS by calling 1-800-241-MSDS. OWENS CORNING WORLD HEADQUARTERS ONE OWENS CORNING PARKWAY 5 TOLEDO, OHIO, USA 43659 INNOVATIONS IN LIVING' www.owenscorning.com 1.800-GET-PINK Printed in U.S.A. March 2004. THE PINK PANTHER" & ©1964-2004 Metro -Goldwyn -Mayer Studios Inc. All Rights Reserved. The color PIN K is a registered trademarkofOwensCorning. ©2004Owens Corning. Pub. No. 61119 r4