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RF-12-2170Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 181627 Permit Number: RF -11 -12 -2170 Scheduled Inspection Date: November 27, 2012 Inspector: Bruhn, Norman Owner: BROWN, JAY Job Address: 302 NE 97 Street Miami Shores, FL Project: <NONE> Contractor: PAUL BANGE ROOFING, INC. Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number Parcel Number 1132060135870 Phone: 305/981 -7663 Building Department Comments RE -ROOF FLAT 11/20/2012 - pending noc /brought NOC Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 26, 2012 For Inspections please call: (305)762 -4949 Page 22 of 28 RE: Permit # RF 1 1 1 2-2170 Warne SkmaesVitlage g4 Detrvrexei 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305-795-2204; Fax 305-756-8972 www miamishoresvillage.com DATE: 1 112.1 112 INSPECTION AFFIDAVIT I / /,�ct•• .� , licensed as a (n) Contractor / Engineer / Architect, (Print name and circle LidZse Type) FS 468 Building Inspector License #: ece,o33( / On or about / % Z VI-Z. , I did personally inspect the roof deck nailing and/or (Date & time) secondary water barrier work at 302 i v E P 1 �f "r - " M n' ) (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Bas ; , on 553.844 F.S) Signa e /// State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the 'N ...p e co S r fo.the above tom voto s, Swom to and subscribed before me this day o : * EE 176116 . al 4� ended c�.: Q L Fafn- insura;. �•.6 ®leioin i� +0�`��\ *General, Building, Residential, or Roofing Contractors or any individual certifi • _ F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection property mentioned. Notary Public, Sate of Florida at Large 1(TIC 4 F CO Q$# E `(CE E T A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO \�f (�; C V O TAX FOLIO NOJ /'J)0b -©/3 - `5 S' 7d STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements 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 egai descri •t n of j• pa and stree 2. Description of improvement: 4P r—® 111111111111111111111111111111111111111111111 CFN 2012R0815428 OR Bk 28355 Ps 4485; (1Ps) RECORDED 11/13/2012 13:04:44 HARVEY RUVIMp CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording office address:r't)NM►shoie5 Sec I Lc+ 11 d-12 '2,11c, ti43 " a-g-s / 1: 3. Owner(s) name a ddres L�� �•�� Interest in property: • s Name and address of fee simple titleholder. V��r 4. Contractor's name, address and p one number % '� r* 5. Surety: (Payment bond required by owner from on ractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: / o 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(1)(a)7.,, Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: /� f 9. Expiration date of this Notice of Commencement: {the expiration date Is 1 year from the date of recording unless a different date Is specified) WARNING IMPROPER T PAYMENTS S PAYMENTS PART I, SECTiONF713. 3 FLORIDA �S STATUTES, AND CAN COMMENCEMENT ARE CONSIDERED IN YOUR PAYING TWICE FOR IMPROVEMENTS RST I SPECTION. IF YOUR YOU PROPERTY. NTEND TO OBTAIN FINANCING, CONSULT WITH YOUR RECORDED ENDER OR AN ATTORNEY BEFORE COMMENCING RWORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ignature(s) of Prepared By Print Name Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The •" 'n • ins#wsnent was safore me thin I nridually, or ❑ as Owner(s)' Authorized Officer/Director/Partner/Manager . Pre • IiD/i Paul Bence Sne%ing, Inc. 7000 SW 21 i"'1u•:e IJVie, FL 33317 • s. ta Personally known, or ❑ produced the following type of Id- Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that i have read the foregoing and ,1ATE C)F FLUi7i[t t, COUNTY O that the facts stated in it are true, to the best of my knowledge and belief. HERB3yCERnFyike Os Is bus OVA OMB Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director /Partner By a 1 titiA ON- Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION FBC 201 p Permit Type: BUILDING ROOFING Permit No. IZr 42 "�� 3 Master Permit No. OWNER: Name (Fee Simple Titleholder; B V U r\ J �� Phone #: 305- '1S (0— ''��jf 2.. Address: t30 2. IQ E. ct S t City: AAA- , ` S `'ND ee S state: �� Zip: 5 l Tenant/Lessee Name: ` \ Phone #: Email: 1" JOB ADDRESS: 302 qqvh St City: Miami Shores County: Miami Dade Folio/Parcel #: 11- 3 20 (e - 0 3 - 58 rt. D Zip: c3c3 Is the Building Historically Designated: Yes NO X Flood Zone: CONTRACTOR: Company Name: (PO—k.9 t C� -'�'� C� c) on c.1 Phone#Q Address: `Thi7C7 .I 5T City: Mk A-W .1 cS \b VS State: �- Zip: ` . 1-1 Qualifier Name: �c 0 \ �C�.- ..€ -C_ Phone #:qsL1 -9 (pt-t. --3T Lot State Certification or Registratiop #: Certificate of Competency #: C 32D3c' (o` -1 B III t n Contact Phone #:Jtie,O `1I /71,r--e C..�,, Email Address: P I P DESIGNER: Architect/Engineer: P i` 1 Phone #: Value of Work for this Permit: $I 1 1 c.— Square/Linear Footage of Work: Type of Work: ❑Addition Alteration ❑New ❑Repair/Replace Description of Work: RP v—pCsr — F/94: 376 ❑Demolition * ***** ** ** *********** *** *)L ****a' .. �,.. .... _ - �.. - .. *****$ **** ** ******* * * ***** * ***** * **** Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ r - Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AIlaIJAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN . FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose properly is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. n the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent The foregoing trument was ackngec�efore me this' The ore day of 6 ..) 20 0, by �'ll�/UU11 day of why 's pejsonally known to me or who has prcideeede As identification and who did take an oath. NOTARY PUB - :00%111 ntractor who is pe , 20 y known to e or who has produced ation and who did an oath. Sign: Print: Si • My Commission Esi #EE 176116 �O : ` v °A�o%tidedm eeo 1 So' 9y -r ain Ins'5 , • 0 r.4 _w0 ss+ kaa***** ***+k*****Ns*****se*W*** APPROVED BY V . 2, Print: PQ My Como -sit* Expires . Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) sow' mQ'z 4/114//csioTIP't6It‘T``" Zoning Clerk ROOF ASSEMBLIES AND ROOFTOP STRUCTURHS Master Permit No. Contractor's Name Job Address 302* /� tJ 7 I •14M 1 NOV 152012 Florida Building Code Ediiticrr High- Velocity Hurricane Zone Uniform Permit Ap Secti •: n A (General llnfor mai ERN IT #: � 12--- CYO Miami Shores Village APPROVED BY DATE ZONING DEPT FEDERAL QI4 DEPT • ZGf€ Ai /./ WI r'rl ALL A I ( RL,LES AND REGULATIONS Ilcation Form. .SU:JECT i'O COMPLIANCE ion! almst =`-IJN it &Air ROORAiGi #JC ❑ Low Slope ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles /Shakes 'Prescriptive BUR -RAS 150 / ROOF TYPE ❑ New Roof "'Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) 0 Section B (Roof Plan) Sketch Roof Plan: Illustrate 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. S-10 Total (SF) UP 17r 15.34 2010 FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND 1100170P 8TRUOTURE$ • Florida Building Code Edition 2010 High-Velocity Hurricane Zone Uniform Permit ApplloationFon% ar-Aidte€ Surfacing :. Fastener Spacing for Anchor/ ase Sheet Attachment: Field: Q "oc @ Lap, f Howe_, @ "oc Perimeter; on @ Lap, 0 Rows 7 t " so Corner: as @ Lap, tt Rows 1 9 .6__" on Number of Fasteners Per insulation Board: Field . Perimeter Corner Section C (L w Slope Application) Fill In specific roof assembly components and Identify manufacturer (If a oomporiont Is not used, identify as "NA") System Manufacturer: Ce, Produot Approval No,: 0 q-000,01-7 Design Wind© Pressures, FrommDAS 128 or Caloulatlons: • Paunch r Pman2:. g▪ rad Pmax31 Max. Design Pressure, frprofhe epseitlo Product Approval system: rvviJ Deck: iypa: Gauge/Thictcness. Slope; ,n ��� Anchor /Base Sheet A No. of Ply(s): / 6415b,q$e Ap91015 hyo4�aste erilicze A ria J NC1G((7 �j�pr� l gitit5i450 Illustrate Components Noted and Details as Applicable: Woodblocking, (lunar, Edge 1brminatton, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Ito, Indicate: Mean Hoof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener 'fppe, Fastener Spacing or Submtt insulation Base Layer: ,� /�/ Base Insulation Size and Thickness: /V l'7 Base Insulation /toner /Bonding Material: . Top Insulation Layer; N!7 Top Insulation Bite and Thickness: . /V Top Insulation Fastmr/Donding Material: Base Bheat(s) & No. of Pty(s): Base $heat Fastener/Bonding Material: Ply Sheet(s) & No. of Ply(s): Pi Sheol F< en =Ylro uif1: Mite Top PIy: Y,Y f #9 p• Tt ,Ei FastO optjtag;Ma Y1Q o /t G j�lZ7tG- �%CTT ft'j/J j FLORIDA 8UILDINQ CODE —BUILDING R'0 41 j 13/17 ps yl, mtla Parapet Helaht Mean Root Height V 16.33 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUC? CONTROL DIVISION M1 AMI -DADE COUNTY, FLORIDA METRO -DADE MAULER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 PAX (305) 375.2908 NOTICE OF ACCEPTANCE (NOA) CertainTeed Corporation (PA) 1400 Union Meeting Road, P.O. Box 1100 Blue Bell, PA 19422 SCOP)Et This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee 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 BCCO (In Miaml 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 neeepted manner, the manufacturer will incur the expense (Wench testing and the AID may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 13CCO reserves the right to revoke this acceptance, if it is determined by BCCO that this produot or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velooity Hurricane Zone of the Florida Building Code. DESCRIPTION: CertalnTeed Conventional Built -Up -Roof System Over Wood Decks LABELING : Bach unit shall bear a permanent label with the manufacturer's name or logo, oity, state and following statement: "Miarni -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 revislon or change in the materials, use, and/or manufacture oldie 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. ADVERTTSEMENTI The NOA munber preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 08- 0227.07 and consists of pages I through 16. The submitted documentation was reviewed by Jorge L. Acebo, NOA No.: 08- 0410.07 Expiration Dale: 06/19/13 Approval Date: 10/30/08 Page 1 of 16 ROOFING ASSEMBLY APPROVAL Category: pub- Ca teaoryt Material: peekTvne: Maximum Design Pressure Roofing Built -Up Roofing Fiberglass Wood -60 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT1 TABLE 1 product All Weather /Empire Base Sheet Flintglast) Mineral Surfaced Cap Sheet FlintglasJMineral Surfaced Cap CootStar I+lhttglas® Ply Sleet Type IV or VI Flex- l -Glas or Flex-1- Ohm FR Base Sheet G1asBasem Base Sheet No. 15 Perforated Felt Yose:nite0 Buffer Base Sheet Black Dian:ondTM Base Sheet Dime:aions 36" x 65'10"; Roll weight: 86 lbs. (2 squares) 36 "X32'10'; Roll Weight: 78 lbs. (1 square) 36" X 32'10'; Roll Weight: 78 lbs. (1 square) 36" x 164'7 "; Roll weight: 40/55 lbs. (5 squares) 36" x 98'9'; Roll weight: 90 lbs. (3 squares) 36" x 98'9 "; Roll weight: 69 lbs. (3 squares) 36" x 144', Roll weight: 90 lbs. (4 square) 36 "x32'10'; Roll weight: 90 lbs. (1 square) 36" x 68'7'; Roll weight: 78 lbs. (2 squares) Test $necilientioq ASTM D 4601 Type II UL Type 15 ASTM D 3909 Product Description Asphalt coated, fiberglass reinforced base sheet. Asphalt impregnated and coated inorganic glass fiber surfaced with mineral granules used as the top ply hi conventional built -up roof:nembranes. ASTM D 3909 Asphalt impregnated and coated inorganlo glass fiber surfaced with mineral granules used as the top ply In conventional built -up roofineinbntnes. Covered with reflective CoolStar Coating. Fiberglass, asphalt impregnated ply sheet. ASTM D 2I78 Type IV or VI UL Type 01 ASTM D 5147 ASTM D 4601 UL T ype 02 ASTM D 226 Type 1 ASTM D 3909 ASTM D 4897 UL Typo 30 ASTM D 1970 SBS Modified, fiberglass reinforced base sheet. Asphalt coated, fiberglass base sheet. Organic asphalt saturated felt. Mineral Surfaced fiberglass reinforced buffer sheet. Self - adhering fiberglass reinforced modified bitumen base sheet NOA No.: 08. 0410.07 Expiration Date: 06/19/13 Approval Date: 10/30/08 Pogo 2or 16 APPROVED INSULATIONS: Product Name FllntBoard ISO ACFoam II ISO 951 High Density Wood Fiberboard Perlite Insulation H- Shield Dens -Deck, Dens -Deck Prime ENRGY 3, UltraGard Gold, PSI-25 Fesco Board Multi -Max, FA APPROVED FASTENERS: Fastener Number Product Nance I. 1112 & 1114 Dekfasl Fastener 2. Dekfast Hex Plate 3. Dokfast Lock Plate 4. 1112 &1114 Roofgrip Fasteners 5, AeonTree Hextra Fasteners 6. Metal Plate 7. Gearlok Plastic Plate 8. UltraFast 9. Ultrarast ASAP APPROVED TAJLg 2 Product Description Polyisocyanurate foam Insulation Polyisoeyanurate foam insulation Polyisooyamurate foam insulation Wood fiber insulation board Perlite insulation board Polyisooyanarate foam insulation Water resistant gypsum board Polyisooyamrmto foam insulation Expanded mineral fiber insulation Polyisooyanurate foam insulation TABLE 3 Product Description Insulation fastener Manufacturer (With Current NOA) CertainTeed Atlas Energy Products Firestone Buikling Products, Inc. generic generic, Hunter Panels, Ll.0 G -P Gypsum Corp. Johns Manville Johns Manville RMax, Ino. Manufacturer Dimensions (With Current NOA) SFS Into Galvalumo AZ50 steel plate 27/8" x 3 A" Polypropylene plate 3" x 3 'A" Insulation fastener fbr wood and steel. Insulation fastener for wood and steel Galvalume stress plate. 3" round 3" square Polypropylene round plate Insulation fastener for wood and steel. Pre - assembled Insulation fastener and plate SFS Mice SFS Inteo OMG OMG OMG 3.2" OMG Johns Manville Johns Manville NOA No,: 08-0410.07 Expiration Date: 06/19/13 Approval Date: 10/30/08 Page 3 of 16 APPROVED FASTENERS: Fastener Number Product Name 10. UltraFast Metal Plate 11. thraFast Piastio Plate 12. Olympic Fastener 1112 1114 13. Olympics Standard 14. lnsul -Fixx Fastener 15. Insul -Fixx S Plate 16. Tru -Fast Fasteners 17. Tn: -Fast MP -3 18. Tru -Fast Plates 19. Tru -Fast Plates EVIDENCE SUI3MfTTED: Test Agency/Identifier Applied Research Laboratories TrinitylERD Momentum Technologies, Inc. Factory Mutual Research Corp. Underwriters Laboratories, Inc, United Slates Testing Company TABLE 3 Product Deseriptlon Galvalume AZ5S steel plate High Density Potyolefin round plate &. Insulation fastener Galvalume AZ50 steel plate Insulation fastener for steel and wood decks Galvalume AZ50 steel plate Insulation fastener for wood and steel decks Galvalume AZ50 steel plate Galvalume AZ55 steel plate Polyethylene plastic plate Name Physical Properties TAS 117 (B) FM 4470, TAS 114 TAS 117 (B) TAS 117 (B)/ ASTM D 6862 FM 4470, TAS 114 ASTM Requirements ASTM D 4601 ASTM D 3909/ D 4897 FMRC 4470 FMRC 4454 FMRC 4470 FMRC 4470 UL 790 ASTM D 5147 ASTM D 5147 Dimensions 3" square & 3" round 3" round 3" round 3" round 3" round 3" round 3" round Manufacturer (W1th Current NOA) Johns Manville Johns Manville OMO OMO SFS Inteo SFS Into The Tru -Past Corp. The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. Report ate 28013 06/02/87 3503.10.06 10/10/06 3521.07.04 10/26/07 06490.04.07 -R1 06/27/07 C8500SC.11.07 11/30/07 C8370.08.08 08/19/08 C10080.09.08 09/04/08 AX31G8D 09/05/08 AX31G8C 09/05/08 J.I.113Y8A 1.AM 03/23/96 3.1. OD3A3.AM 04/04/97 3.1.2DOAO.AM 12/23/98 3.),ID7A4.AM 11/09/98 R11656 07/13/87 97457 -4 06/03/88- 97- 457 -2R 12/02//87 NOA No.t 08- 0410.07 Expiration Date: 06/19113 Approval Date: 10/30/08 Page4of 16 Deck Type 1: Deck beserlptieu: System'1`ype E(3): Base Sheet: Fastening: Ply Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: Wood, Non - Insulated 1942" or greater plywood or wood plank nttael :ed using approved nails spaced 4" o.e. at wood foists spaced maximum 24" o. e. Base sheet mechanically attached. All 1Veathei/Bmpiro Base Sheet, OlasBase base sheet or 1 lintglas Premium Ply Sheet mechanically attached as detailed below. • Base sheet shall be lapped 4" and fastened with 11 ga, annular ring shank nails and approved tin caps 8 "o.c. In the lap and three rows staggered in the center of the sheet 8 "o.c. Two or more plies of Flbttgtas Ply Sheet (Type 1V) or Fliutglas Premium Ply Sheet (Type VI) or 1115 Asphalt Perforated Felt ply sheet adhered in a NI mopping of approved asphalt at an application rate of20.40 lbssq. (Optional) One ply of Flintglas Mineral Surface cap sheet or Plintglas Mineral Surfaced Cap CoolStar adhered in a tt311 mopping of approved asphalt at an application rate of 20 -40 Ibs. /sq. (Required ifno cap slteet is used) Install one of the following: 1. Gravel or sing applied at 400 lb./sq. and 300 lb. /sq. respectively in a flood coat of approved asphalt at 60 lb./sq. 2. A two part coating consisting of a base coat of Static Asphalt Fibered Emulsion at rate of 3 pl./sq. or Monoform compound; surfaced with 1 gal. /sq. Sta -Kooi non- fibered aluminum coating or flbered APOC No. 212. -60 psf (See General Limitation 117) NOA No.: 08-0410.07 P:aphatlon Date: 009/13 Approval Date: 10/30/08 Pogo 15 of 16 WOOD DECK SYSTEM LIMITATIONS: 1. 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 'nay 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 JVT range and at a rate of 20 -40 Ibs. /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. Eneireling 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 he at a mhnbnurn 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 Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shalt utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and coroner 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 seated 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 he applicable.) 8. All attachment and sizing of perimeter 'milers, metal profile, and /or flashing termination designs shall conform to Roofing Application Standard RAS ill and applicable wind load requirements, 9. The maximal designed pressure limitation listed shall be applicable to ail roof pressure zones (1,0. field, perimeters, and corners). Neither rational analysis, nor extrapolation shalt 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 #7 will not be applicable.) END OF THIS ACCEPTANCE NOA No.: 08- 0410.07 Rxpirntion Dater 06/19/13 Approval Date: 10/30/08 Page 16 of 16 2000 ROOFING MATERIALS AND SYSTEMS DIRECTORY ROOF•COVtzftNQ MATERIALS -0E0T) Roofing Systems (TGBU)- •Conlintted itembrane flextias PrentiuntCapSheet i kit astteGTA ffudfasti&GiviS fliM1 sltoSACOPR iifntlastlhGr'A FR Ii;atlasticPltl' ilintlasltePR•Cap acceptableAltunate. • Plexiglas Prendunt CCa�pp Shee t 960 Coolstar H1nllastleGTACooiStat Allot las He GAMS CooIS tar ' FlhtllsslteSAPRCa SheetCoolStar Plintlastie GTA PR t loolSiar Plielfastic3 PCooL far Plinllastle Pil Cap Skeet Coo•ISfar • ASPHAALTIRLT SYSTIAI8 WITH HOT ROOFING ASPIIAI.T i, Deck: NCV‘ Class A Incline: 3 Baso Street: 'Typo G2 Qlasbase Ply Sheett ape GI Pllntglas or Type G2 Glasbase. • . Surfacing: Gravel or slag. 2. Deck: c- 18/164 • Inclines 1/2 Il /oh* blocked. Base Sheets xlvo layers Type G2 " Glasbase" base sheet o::.'lype G -1. "Pflntgtas Ply Sheet". , Surfacing: 'type 133'PUntglas Minneml Surfaced ". . 3. Nein NC Incliner 3 Base Sheet: Two layers Type 18 Ail Weather /Empire. Surfacing' Gravel or slag. 4. Creeks NC Inclines 3 Insulation: Polylsocyanurate, mechanically fastened or hot mopped, : any thickness. Base Sheet; T1yo to five plies Type 15 asphalt organic or Type G2 • • asphalt glass hot mopped. Surfacing, Gravel. • 5. • Deck: C 18/32 Incliner 3 Insulelions Potylsoeyanurate 1 fn. men., mechanically fastened or hot mopped. Base Sheet: Three plies Type 15 asphalt saturated meanie felt (perfo- rated) hot mopped with hot roofing asphalt, Surfacing: Gravel. ' gr • Deck: G15/82 Inclines 3 . Vapor Retarder (Optional): Type. G2 " Glasbase" or UL Classified vapor retarder, e- Insuiatlon (Optional), One pr more layers or combination of the following: Polylsocyanurate, perlfte,'glass fiber or wood fiber, any thickness. Base Sheet: Type C2 "Glasbase "Base &fleet.' Ply Sheets: Ts {o to three layers'bf Typa (1 "PEntglas" ply sheet or Type G-2 " Giasbase" base sheet.. Surfacing: Gravel or stag. 7.' Decks G15 /32 Indiner 3 Vapor Retarder (Optional): 'type G2 " Glasbase" or UL 'Classified vapor retarder, Insulation (Optional)] One or dorq layeta or ,combination of the following: Potylsocyanurate, penile, glass fiber or wood fiber; any thickness. Membranes Three or four layers of Type Gl "Plintglas" ply sheet. ,rte Surfacing: Gravel or slag. 8. 1eckr C-15/32 Incline :1 Vapor Retarder (Optional): type G2 "Glasbase" or UL CI *vapor retarder. Insulation'(Oipilonal): One or more layers 'or mrnb1nAtion followings Potylsocyanurate, panne, glass fiber or wood fiber. Base Sheab One layer Type•G2 "Glasbase" base sheet. Ply Sheets: 1 vo layers Type Gi "Plintglas" ply.slfeet. • Cap Sheet] One Layer Typa G3 "Plintglas" cap sheet. • 9. Deck! NC Incliner 1/2 • ' Insulation (Optional): Ono or more layers or combination of the following: Johns Manville "ENRGY2 , j,oiylsocyanurate, Fertile, glass fiber or wood fiber, any thickness. Base Sheets Two layers Type G2 "Glasbaso'k base sheet or Type GI "IllIntgias Ply Sheet 7. Surfacing' type G3 "PJlniglae Mineral Surfaced "▪ . 10. Deck: C..15/16* Incline, 1/2 . . All joints; blocked. Instda ton (Optional): One or more layers polylseep:an ate, 2 In. ntbt, wood fiber,1 in. min, perl(te, 3/4 ht. min, glass- fiber, .18/16 in, , min. • Base.Sheel: Two layers 'type G2 " Glasbase" base sheet or Type GI "Pnntglaa PIy Sheer. ROOF GOVERft1Q MATERIALS poi) 111 Roofing Systems (TGF J) -Ce nttnnert Surfacing: Type G3 "Plintglas Mtn(er41 Sttt•:ved ". , 11. Deck; C -15/32 • hnalLte: 3 , Insulation (Opitonal)t My thickness, one or more layers or comb- . nations (optional of "Hy-- Tlleelim AP", "Hy-Therm 1'AERRBI7", "Hy- Therm COMPOSITB , "Celk-Therht" "1fYTbcVrtergy -lQk) ,,'.1'RI- Star , wood fiber or glass fieviies<thartletlli fattened or {tot ntepped; Base Sheet: Type la asgulif (.rga.nte.fe(, or 1luissbasa Boca fleet"; nailed or hot mopped. ; Ply Sheets: Min three piles Type 15 perforated asphetf organic lair, ":Plintglas Type VI Piendum Ply Sheet", �1Pltnlglas'type IV Ply•Sheet", •hot mopped. • • • Surfacing' Gravel or slag. ' ' 12. Decks 11C • - ' Incline: 2 Insulation (Optional): Any thickness, ono or dtorei ktyers or tombl- natons (optional) of "Hy-Therm AP", "Hy Thenn TAPBR110 , "lly - Therm COMPOSITE.", "Celo -Therm , i1 7(7be (Energy -LOB) , woad fiber or glass fiber; mechanically fastened or hot ntopjrecl. Base Sheeh Type G2 "Glassbdse Base Sheet",TypoG1 "Plintglas Type VI Premium Ply Sheet" or "P1h1Eglas Type IV Ply Silent ". Ply Sheep Min one ply Type GI, Mitten Type VI Preordain Ply Sheet" or "Plintglas Typdirrly Shea['; l,ot mopped. Surfacing: Type G3 cap slteal, 'Plintglas Mineral Surfaced Cap Sheet'; hat mopped. • Class B , 1. Deck: C-15/32 • fneline:1 /2 Base Sheet: 11vo layers Type 15 "Ail Weather /Bmpire ". , surfachtgt Type G3 "l1JlnIgtss Mineral Surfaced ". 2. Deck: G18/32 Indite[ 8/4 Vapor Retarder (Optional): Type G2 "Glasbase" or UL is tassstfled vapor retarder. , Insulation (Optional): One dr mare'layere or combhia[on of the following: Potyisocyanurate, penile, glass fiber or wood fiber Base Sheets One layer Type Gi " Glasbase" base sheet:. Ply Sheets' Ono layer Type Gt "Plintglas" ply sheet. , Cap Sheet: Otte layer Typo G3 "Plintglas" cap skeet.. . 3. Derkt NC Itc1hte: 1 Insulation (O (Optional): I• socyanurate , wood fiber, glass1ilret;2in.max, mechanically fastened. Base Sheeh One or more plies. lypeG2,hQTmoppedormechanically fastened. Ply Sheeh One or more piles V; GI, "PiyIV" or�'T?ty VP', hot mopped or mechanically fastened. Membranes "Plintglas MS Cap Sheet", hot mopped. Clas4 C 1. Deck: C 15/32 Incline: l Base Sheeh Type 02 Glasbase: Ply Sheeh Two layers Type GI "Plant Tae Surfacing' Hot roofing asphalt, 20 Ib /eq. . 2. heck C•15/32 • Inclines 1 . se Sheet: Type G2 "Giasliase "• Ply. Sheeh Two layers Type 01 "PJintgias" or Type G2 t'Glasbase ". Surfacing: Hot roofing asphalt, 20 Ib9 /aq. • • Credkt IBC ' ` • •fncllne: 3 Base Sheeh Type G2 "Glasbase ". Cap Specks Type 03 "Plintglas Mineral Surfaced ". ] COAL TAR P1TCU NIT SYSTJI SYSTEMS WITIi HOT ROOFING COAL f TARTAM , ci Class P A 1. Dacia C 15/32 Itclnet 3 ▪ f fnsulalton: Polylsoeyanurate,1 min. mechanically fastened or hot mopped. Ply Sheeh Pour 10 five piles co• al tar saturated organic felt or three plies of Type 0-1 "Ffintglas 1 ply sheet hot mopped with coal tar pitch or coal tar bitumen. ' ' - •• . Surfacing: Gravel. • 2. Decks 0 -15/32 Incliner 1/2 ' Vapor Retarder (Optional): Type G2 " Glasbase" or UT, Classified vapor retarder. Insulation (Opttonal)t One or more iayers or combination of the following: "Ultregard Premier", potytsocyanurate, partite, glass fiber or snood fiber, • • . Membrane: Three or four layers, of Typo GI "PJiniglas" ply sheet. Surfacing: Gravel or slag. . 1 sniffed 1 n.lf1 ran r11r111t nrta rile es. nrararairn•.• It t RE l!" CHAPTER 116, SECTION 11624 HIGH VELLOCiTY HURRICANE ZONES UIREID OWNERS N 'TIPgCATION f I R RCM ING C NSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimurr requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initials in the designated space indicates that the item has been explained. V. Aestiaetios- workmansiaip: The workmanship provisions of Chapter 15 (High- Velocity Hurricane Zone) are forthe purpose of providing the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code should be addressed as part of the agreement between the owner and the contractor. . Ren aliing wood decks: When replacing roofing, the existing wood roof deck may have to be renaijed In accordance with current provisions of Chapter 16 (High- Velocity Hurricane Zones) of the Florida Building Code, Building. (The roof deck is usually concealed prior to Removing the existing roof system.) 3. Common roofs: Common roofs are those which have no visible delineation between,neighboring units (fe., townhouses, condominiums, etc.). in buildings with common roofs, the roofing contractor and /or owner-should notify the occupants of adjacent units of roofing work to be performed. 4, Exposed ceilings: Exposed, open beam ceilings cite where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural' appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. . Pondiaag wager: The current roof system and /or deck of the building may not drain well and may cause wafer to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system Is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlells): it is required that rainwater flow off so that the roof Is not overloaded from a buildup of water. Perimeter /edge walls or other roof extensions may block this discharge it overflow scuppers wall outlets} are not provided. It may be-necessary to install overflow scuppers in accordance with the requirements of Chapters 16 and 16 herein and the Florida Building Code, Plumbing. 7. Venlitaillora: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building Itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida- iicensed engineer or registered architect to eliminate the attic venting, venting shall not be required. i er's /Agent's Signature Forrn AB-326 (Page 2 of 7) New3 /16107 (orit-'iZ �� ���.� d... Date frac s Si • e