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RF-11-183Inspection Number: INSP - 156243 Permit Number: RF -2 -11 -183 Scheduled Inspection Date: March 07, 2011 Inspector: Bruhn, Norman Owner: GIACOMONE, SERGIO Job Address: 162 NE 108 Street Miami Shores, FL 33161- Project: <NONE> Contractor: DALEY ROOFING INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 RE -ROOF FLAT ROOF Passed 0? Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 155596. No access no ladder. NB LL March 04, 2011 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number (305)762 -6753 Parcel Number 1121360090030 Phone: (305)754 -9892 Page 16 of 30 Signature State of Florida County of Dade: Revised on 5/21/2009 RE: Permit # INSPECTION AFFIDAVIT licensed as n a ( Centracte / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: 06a0 6 ei 0 On or about c2-1/1,0 /1/ , I did ersonall inspect the roof deck nailing and P Y Pe 9 (Date & time) Secondary water barrier work at `too A.;e LOt& (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Zoks9-- The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Swom to and subscribed before me this SSA 0 o os ° 1110 Notary Public, Sate of Florida at Large �, ' " �; ' ���4 > 0 � ya o ik DVA' General, Building, Residential, or Roofing Contractors or any individual certified under468 F.S. to make such an inspection. Inclu• , • 0 •. raphs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection day of ,, r404 M iami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: / /1/ NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. a'a' 11- 10 TAX FOLIO NO. 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. Legal description of property and street/address: RD Z /de /of T 2. Description of improvement: - �-Cb Oc 3. Owner(s) name and address: E mi0 ��l f►n�^'� Interest in property: Name and address of fee simple titleholder: /, i) ,SHht.e GL 3310V /Col AE /09 gir Ahern/ MS`, a 33 )lo) 4. Contractor's name and address: b CLI 6100747/J67 JJC b , . , )3 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 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 and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differ is • - . ified) Signs a of •caner Print Owner's Name$ g CO Cf 4 /`'l /1 Sworn to and subscribed before me this 3 ( y Notary Public Print Notary's Na e My commission expires: 123.01 -52 PAGE 4 5/07 1 111111 11111 11111 11111 11111 11111 11111 1111 1111 CFN 2C11R0072829 OR Bk 27573 Ps 3033; (1P9) RECORDED 02/02/2011 11:32:25 HARVEY RUVIHr CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE Prepared by 2 e24i 4J b 4 - 11- ' 1. 1 Address: 91 A-00 , d-, ./aA.r, 514 CI `3131( BUILDING PERMIT APPLICATION FBC 2004 Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # 1 - ©9./36, Is Building Historically Designated YES Value of Work For this Permit $ ` '66` Submittal Fee $ Notary $ Scanning $ Bond $ Structural Review. $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 b2 A 'o &/- Contractor's Company Name Digtelf /eOCJ / Contractor's Address I g /LE l06O City M,,911/1 / SH 2LEI State -�(e Qualifier Name D a1 b7g ly County Miami -Dade DDS — ZVOC ) NO Type of Work: ❑Addition ❑Alteration ` CNew Describe Work: / Permit Fee $ a o a CCF $ 86 ECG 0 ,` '011 13Y- �� Permit No. 1 Master Permit No. Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) . 56/e-Lii 0 6)/967410&E Phone # Owner's Address /lp . t /0 City /L/ /PII14. / cS .C.t S State 4 zip /t o J Tenant/Lessee Name Phone # Zip 33160 J Phone # 75 9 e' -?- Zip 3')38 Phone # c.36 - 76Y16 ( 12 . , State Certificate or Registration No. o57)9O Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: 9,90 R epair/Replace ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * ** * * * * * * * * * * * * * ** Bs Demolition CO /CC ining/Education Fee $ Technology Fee $ Radon $ DPBR $ Zoning $ Code Enforcement $ Double Fee $ Total Fee Now Due $ See Reverse side -� 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 AFFIDAVIT: 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 AWNER: 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 property 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. In the absence of such posted notice, the inspection wil .tot b�e,(zpp v..ed'an .°a reinspection fee will be charged. Signature (Revised 07/10/07) Owner or Agent Contractor n a The fo going instrument was acknowledged before me this I The foregoing instrument was ackn ledged before me this j day 20 1 / , by 12 .-- t --T-)Gc+ 4/..: , day of p ► , 20 41 , by i 1 At who personally knowyi to me or who has produced As identification and who did take an oath. \ ` ,,�a�ki&ffiifirro ion and who did take an oath. 1S f NOTARY PUBLIC: NOTA1 �_ BLI €:•., ;:n�`"P'— IRENE TOLENU Commission # DD 911178 = • : Expires September 12, 2013 Commission Expires: BondedThru Fain Insurance 800385 -7019 Sign: Print: My C APPLICATION APPROVED BY: My Comti ion Expires \\\` **************************:******************* *** ** *** ** ** *** ** * *** **** **:** *** * * * * *** * **** * *** * * * ***** Signature o P'CI- g � Si e or who has produced Sign: Print: � -9 •• � 'v S C ' Plans Examiner Engineer Zoning To: Miami Shores Village Building Department Date: ( 2- c 31- / 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: "E�C�/ 0 ti964attatE Property Address: /tea A.-6" 1®I , Al t vireS, Roofing Permit Number: Dear Building Official: I ,! ? /D 6/4-6044_0A-6 certify that I am not required to retrofit the roof to wall connections of my building because: 'fhe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. Notary Public, Sate of Florida at Large Revised on 5/21/2009 ,S 6 0 COecte-e Print Name Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he /she is the owner for the above property mentioned. Sworn to and subscribed before me this 31_ '= 94-- day o . . IRE TOLENO _.; Si Commission # DD 911178 Expires September 12, 2013 • •I4.. Bonded TMuTroy Fain Insurance 800.385.7019 • When the just valuation of the structure for pu , • : of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 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. Legal description of property and street/address: /t' 2- Hof r 2. Description of improvement: it 6 114:7 3. Owner(s) name and address: 66'401 /(02 /1.E /(? r, Ai nrnr SPic dE3, a 53 I[o) Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: b 1 17"-)6.7 J�(, wins 5. Surety: (Payment bond required by owner from contractors Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upofwhom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differ.. > . = is • ified) Notary Public Print Notary's Na e My commission expires: 123.01 -52 PAGE 4 5/07 444-1711 ,5)40Lh3 GL 33/0V /L)/ Signa a of •caner Print Owner's NameS j g t 0 CI, CO frt iV Sworn to and subscribed before me this3i 41- c - lay 111 1 ..,�� T . ber 12, 2013 ' RLO. Boded vim may Rie home a 71. 111111111111111111111111111111111111111111111 CFN 2011R0072829 OR Bk 27573 Ps 3033; (ias RECORDED 02/02/2011 11:32:25 HARVEY RUVIN, CLERK. OF COURT MIAI1I -DADE COUNTY; FLORIDA LAST PAGE FLORIDA, COUNTY OF DADE CERTIFY that this Is a due copy of the °d ttl dI 01 ° 99 A D 20 Seal. CI It day of Prepared by Zfa tub .. C- Address: 71 /t-Clo/ � f ROOF ASSEMBLIES AND ROOFTOP STRUCTURES FEB O 3 On C�ERA W1TNALL �'Ull,lf GT TO COMP[ IANC 1-;1A [1 COUNIY BOLES AND REGULATIONS Florida Building Code Edition 2 High - Velocity Hurricane Zone Uniform Permit Applica °Master°Pe mit No Process No Contractor's Name 7 >�� l,O (1 ,J4 Job Address ILDZ tL )Og tArai 5 eS, (4/6 3I (i, .iLow Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Asphaltic Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof bieroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) J 00 Steep Sloped Roof Area (SF) ar3 ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes ❑ Repair ❑ Maintenance Total (SF) C 100 Snotion R (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. FLORIDA BUILDING CODE — BUILDING _ �rx , „2i Fi� 'Y t i t, ° ion j1ryy 0 I_1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES FEB O 3 On C�ERA W1TNALL �'Ull,lf GT TO COMP[ IANC 1-;1A [1 COUNIY BOLES AND REGULATIONS Florida Building Code Edition 2 High - Velocity Hurricane Zone Uniform Permit Applica °Master°Pe mit No Process No Contractor's Name 7 >�� l,O (1 ,J4 Job Address ILDZ tL )Og tArai 5 eS, (4/6 3I (i, .iLow Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Asphaltic Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof bieroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) J 00 Steep Sloped Roof Area (SF) ar3 ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes ❑ Repair ❑ Maintenance Total (SF) C 100 Snotion R (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. FLORIDA BUILDING CODE — BUILDING Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application For . n Section C (Low Slope Application) Surfacing: � ��ii JJ n h/ Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA ") System Manufacturer. Product Approval No.: Slope: riezi Anchor/Base Sheet & No. of Ply(s): Top Ply Fastener/Bonding Material: FLORIDA BUILDING CODE — BUILDING G b7- 4203. Design Wind Pressures, From RAS 128 or Calculations: Pmax1: 6g- Pmax2 87 3 Pmax3: �3, 7 Max. Design Pressure, from the spec"groduct Approval system: Deck: ?(4 " Type: Pt Gauge/Thickness: 3)( 3 619 Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: Base Insulation Size and Thic ess: Base Insulation Fasten = • nding Material: Top Insulation yer: Top Insu on Size and Thickness: To ulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): / )91/Y #75 Bo he t Vett er /Bon pg Nteriti Ply Sheet(s) & No. of Ply(s): Ply Sheet Fastener/Bonding Material: /d/ Top Ply: PV Jl66 0 //J /7 Field ROOF ASSEMBUES AND ROOFTOP STRUCTURES Fastener Spacing for Anchor/Base Sheet Attachment: Field: q " oc @ Lap, # Rows 9 " oc Perimeter. (/ " oc @ Lap, # Rows J f0 " oc Comer. " oc @ Lap, # Rows 44 @ 4 " oc Number of Fasteners Per Insulation Board: Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit 0- Mean Roof Height 1 MIAM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 SCoPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by 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 Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas ocher than Mimi Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF RIIBEROID Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami-Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiation 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. 07- 1203.01 and consists of pages 1 through 31. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 09-0224.01 Expiration Date: 11/06/13 Approval Date 04/08109 Page 1 of 31 Membrane Type: APP /SBS Heat Weld Deck Type 1: Wood, Non - insulated Deck Description: ' or greater plywood or wood plank decks System Type E(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTl Fire Barrier Coating, VersaShield Asphaltic Fiberglass Based (optional) Underlayment or Securockm. Base sheet GAFGLAS #80 ULTIMATm Base Sheet, STRATAVENT EIhninatorTM Nailabia, RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID 20, RUBEROID SBS Heat- WeldTm Smooth or RUBEROID SBS Heat-Weld 25 base sheet mechanically fastened to deck as described below•, Fastening Options: GAFGLAS Ply 4, GAFGLAS Flex PlyTm 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. Maximum Design Pressure --45 psf, See General Limitation #7) GAFGLAS Ply 4, GAFGLAS Flex PIyTm 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTm #12 standard, #14 or # 15 Screws and 3" Drill -Teem steel plate or Drill -TecTm AccuTrac Plates, 12" o.o. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Mar'lmwn Design Pressure - 45psf, See General Leon #7) GAFGLAS Flex PIy 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 525 psf; See General Limitation #, GAFGLAS #80 ULTIMATm, RUBEROID ® 20, RUBEROID Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c, in the field. (MaxdmwnDesign Pressure -60psf See General Limitation #n GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTm #12 standard, #14 or #' 15 Screws and 3" Drill -TecTm steel plate or Drill -TeeTm AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -60 ps, See General Linton #n Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -TecTm insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field Madman: Design Pressure -60 psf, See Genera ILimitation 1M NOA No.: 09-022t01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 29 of 31 GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill TeccM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Afwthmens Design Pressure —75 psf, See General Lin #7) Ply Sheet: (Optional except over RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID 20, RUBEROID SBS Hat We1dTM Smooth or RUBEROID SBS Heat WeIdTM) One or more plies GAFGLAS PLY 4 or GAFGLAS Flex PlyTM 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbssq. or RUBEROID Torch Smooth torch applied according to manufacturer's application instructions. Membrane: One ply of RUBEROID Torch Smooth, RUBEROID Torch Granule, Roof MatchTM APP Torch Granule, RUBEROID EnergyCaptM Torch Granule FR, RUBEROID Torch Phis Granule, RUBEROID EnergyCapTM Torch Plus FR, or RUBEROID Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of RUBEROID SBS Hat We1dTM PLUS, RUBEROID SBS Heat We1dtM PLUS FR, RUBEROID SBS Hat We1dTM 170 FR, RUBEROID EnergyCapTM SBS Hat We1dTM Plus FR, RUBEROID SBS Hat We1dTM, RUBEROID SBS Heat WeIdTM Smooth, RUBEROID ULTRACLAD SBS and RUBEROID SBS Hat- WeIdTM 25 applied according to manufacturer's application instructions. Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 Ibs sq. and 300 lbsfsq. respectively in a flood coat of approved asphalt at 60 Ibs./sq. or applied in a flood coat of Leak Buster MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 2. GAFGLAS Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. 4. Leak BusterTM MatrixT' 715, Leak Busterm MatrixTM 322, TOPCOAT MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak Busterrm MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote ref coating applied at 1 to 1.5 gal./sq. 6. TOPCOAT Surface Seal, TOPCOAT Fireshield SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 galfsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date 04/08/09 Page 30 of 31 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply TM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum Ve Dens Deck or 'h" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a =rent Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 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. lino recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall he placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 Ibssq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 pat. 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 lid within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. Ml attachment and sizing of perimeter hailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (ie. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 09- 0224.01 Expiration Date: 11105/13 Approval Date: 04/00/09 Page 31 of 31 • TGFU.R130 - Roofing Systems Page 14 0- Primers — "Fire Out" applied at 1- gat,/1f0 -ft'. Base Sheet: — One ply Type G2 "GAFGLAS af75 Base Sheet ", or 'Tri - Fly F75 Base Sheet ", mechanically fastened. Membrane: — "Ruberoid Torch Granule" cr "Ruberod Torch Granule 1" or "Ruheroid Torch Granule Pins" or "Ruberoid Torch FR" heat fused. 50. Decks C46/32 Inclines 1/2 Primer:— "Fire Our applied at 1- ga1f1004r Base Street: — One ply Type G2 "GAFGLAS s'75 Base Sheet', or 'Tri -Pty 075 Base Sheet ", mrschan!caUy fastened. Pty Sheet (Opticians s — One ply Type G1 or Type C2, mechanically fastened. Membranes — "Ruberoid Torch Granule"or "Reber °Id Torch Granule 1 "Ruberoid Torch Granule Plus "or "Ruberoid Torch FrZ' heat fused 51. Deck: NC Indite: 1/2 Ismulatimrn (Optimal — Min 1/2 in. woad fiber, mechanically fastened. Slip Sheet (Optional): — 1 ply "StormSafe" mechanically fastened. base Sheets — One ply 'Liberty SBS Self-Adhering ease/Ply Sheet' or "Ruberold SA ease/Ply Sheet' self adhered. Membranes — One ply "Ruberotd SOS Heat Weld 170 PR or "Ruberoid 30 PR° or'Ruber°Id EnergyCap SIS 30 PR' or "Ruberold 565 Heat Weld Plus PR" heat fused. 52. Deck: C -15/32 Inclines 1/2 Insulation (Optional): --- Any UL Classified, any thvknese, mechanically fastened. earlier Board: -- minimum 112 - in. thicc gypsr:ni board or minimum 1 /a - in. thick G - P Gypsum Corp "DensDeck ED Rooftoard" or "DensDeck Primes Reofbaard" or'DensDeck DuraGuard "` Roofbeard" mechanically fastened. Base Sheet: — One ply "Liberty SBS Self- Adhering Bass /Ply Sheet" or 'Ruberoid SA ease/Fly Sheer self adhered. Membranes — inc alp ° Ruberoid SOS Heat Weld 170 FR` or "Ruberold 30 FR" or "Ruberoid EnergyCap SBS 30 FR' or "Ruben ld SB5 Neat Weld MPG PR" heat fused. 53. Deck: NC IneRne: 1 56. Deck: NC Pritttero a 'Fire Our applied at 1- gay100 -ft these Sheet (Optional): — One ply "Liberty MA Base Sheer, mechanically fastened. Ply Sheet: — One ply "i Eserty SOS Self-Adhering Base /Ply Sheet° or "Ruberatd SA Base/Ply Sheaf" self adhered Cap Meat: — Ono ply %ihort"r FR SOS Self- Adhering FR Cao Shut° or °Ruberotd SA Cap FR Sneer self adhered. 54. Deck: C-15/32 Inclines 1/2 Morten — "Fire Out" ap;ited at 1- gal/w00 -ft Slip Sheet (Optional): — 1 ply "StormSafe" mechanically fastened. Base Sheet (Opeoftel): — One ply "Liberty MA Base Sheet', mechanically fastened. Ply Sheets — One ply 'Liberty MS Self•Adhering Base/Ply .Sheet" or "Ruberoid SA Bass/Ply Sheet" self adhered. Cap Sheet: — One ply "Liberty FR Sl3SSe-Adhering FR Cap Sheer or "Ruberotd SA Cap FR Sheet° self adhered. 55. Dads: NC Incline: 1 Insulation (Optional): — Partite, tibes glass, polyisocyanurats, urethane or perlite /polylsocyanurate composite, offset 6 -in- from joints. ease fit: — One or more plies Type G2 "GAFGLAS #75 Base Sheet ", Or ° Tri -Ply :75 Base Sheet', or Type G3 'GAFGLAS Mineral Surfaced Cap Sheet ", or `Tri -Ply Mineral Surfaced Cep Sheet", hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more plies Type Qt, hot mopped in plans Membranes One ply "Rubarotd Torch Smooth' Cs' "Ruboreld Mop Smooth'. Membrane: — One ply "Rube"otd Map FR ". Insulation (Optional): — Polyisocyanurate, woad fiber, periite, glass fiber, any thickness, hot mopped or mechanically fastened Base Sheets — One or more piieo Type G2 "GAFGLAS *75 Save Sheet ", or ;ri - Ply *75 ease Sheer, mechanically fastened. Ply Sheet a — One or more pees "Ruberoid 20 ". hot mopped in place Membranes — One ply "Ruberoid SBS He t We us FR' or b..ro,d - ' 'R , heat welded m place. L S7. :-15/32 Indent 1 Inclines 1/2 se Sheet: — Two or more plies Type G2 "GAFCLAS *75 base Shear or'Tr: -Pty *75 Base Sheet . meehankally fastened. embrane: — One ply "Rebored SBS Heat Weld Plus FR' or "Ruberotd S2-S Heat wed 170 FR heat welded in place. 1. SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES - REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum 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 ant the contractor. The owner's initial in the designated space indicates that the item has been explained. Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of p that the roof system meets the wind resistance and water instruction 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 a veer nt between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be re ii d in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to remo .; the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring .e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner ould notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can wed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the ap,- nce. 5. Ponding water. The current roof system and/or deck of the building may not drain well and may 9 Y Y water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the on • inal roofing system is removed. Pounding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not odded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in acco ' ance with the requirements of Sections R4402, R4403 and R4413. Ventilation: Most roof structures should have some ability to vent natural airflow through the nor of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced ay be beneficial to consider additional venting which can result in extending the service life of the Revised on 7/9/2009 I.D 0 1 - 11 Signature Date ,9-/*1 Contractor Signature Date