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RF-14-319.d Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 207476 Permit Number: RF -2 -14 -319 Scheduled Inspection Date: March 04, 2014 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: COX, RONALD Work Classification: Flat Job Address: 126 NE 108 Street Miami Shores, FL Project: <NONE> Phone Number Parcel Number 1121360090060 Contractor: FIST CONSTRUCTION INC Phone: (305)803 -2938 umiain a ueparltment comments RE -ROOF FLAT INSPECTOR COMMENTS False March 03, 2014 For Inspections please call: (305)762 -4949 Page 18 of 34 Inspector Comments Passed 4F1 Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 03, 2014 For Inspections please call: (305)762 -4949 Page 18 of 34 16 RE: Permit # Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: INSPECTION AFFIDAVIT L r �� licensed as a n Contract Engineer / Architect, �Pdnt nanre and ckde Ucerrse T FS 468 Building Inspector License #: On or about H&-(A_ — 111'ro &—. I did personally inspect the roof deck nailing and Pate & firne) Secondary water barrier work (Complete Job Site Addressf Based upo hat examination I h determined the installation was done according to the Hurricane Mitigation Retrofit ual (Ba4 on 5�3 844.S State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this Notary Public, Sate of Florida at M.PEREZ RY PUEUC EE199234 5/16/2016 `General, Buildmg, Residential, or Roofing Contractors or any individual wMed urufer 468 F.S. to make such an Inspedion. Include photographs of each plane of the root with pemd # and address # deady shorn =*ed on the deck for each inspection 00 \\ N I �x BTJII.'bING Miami Shores Village ' F Building Department so 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 Permit Type: BUILDING FBC 20 l J Permit No. Master Permit No. I q ROOFING JOB ADDRESS: \� L .5-" City: Miami Shores County: Miami Dade Zip: 331 fo Q Folio/Parcel #: Is the Building Historically Designated: Yes NO ✓ Flood Zone: OWNER: Name, (Fee Sim�le Titleholder): \ %4 � CM Lo,)( Phone #: Address: /� City: r A1(4 State: Tenant/Lessee Name: i Phone #: Email SOS, S —ey-q 17 CONTRACTOR: Company Name: _ r/57— JO ���i� (i �J �/V Phone#: n Address: a City: State: 19 Qualifier Name: "AJk 1_)04_46D0. Phone #• State Certification or Registration t Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer. Phone #: Value of Work for this Permit: $ L� Square/Linear Footage of Work: J Type of Work: DAddition DAlteration ❑Ne 4air/Renlace ODemolition oww Description of Work: ra 7� a fii/ Color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ r TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip 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 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issue -- In the ;7enc�f such posted notice, the inspection will not be approved and a reinspection fee will be charged. 1/ �� Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ' '20 I, by 1 V WJ m' U J 40 who is personally known tome or who has produced C2-( (5`, –13 Cf - 62- 20- ®As identification and who did take an oath. NOTARY Print: day of instrument w�ass acknowledged before me who is personally known to me or who has produced NOTARY Print: as identification and who did take an oath. L 7 � 'x"Z'L�4�t9t SZ'' R9�i' k• �.• i�•• x•• x•• Z•• l.' 1k9�' 1i1�' �S�t' itSt 'i�9FLL'S."�CS�IT$i�29Y�.'it SL' STS' iltt'7��SZ'�i"JZ"�i'Sf/i�"�i'it tt" �' �iQ' A' 7t' x' 9tiSt" k' x" x' it' 1Cit" x" �i•• x•• ii "Ji�S1i'�i"ktii"1Z'J�C'li"%"�i" kid'! �t' iCSQ9�t� ."x'31�'Ji'1�l'x"it[�7�'x' 9119$ SL" k'�'S�t�l"�CSL••x••x••1�••A••A• APPROVED BY d—)III Plans Examiner Zoning Structural Review Clerk (Revised 512/2012)(Revised 3/ 12/ 2012) )(Revisers 06 /10 /2009)(Revised 3 /15 /09)(Revised 7/10/2007) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 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. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: o �� Property Address: Roofing Permit Number., Dear Building Officinal: certify that I am not required to retrofit the roof to wall connections of my building because: q The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o 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) The undersigned, Ding swom, deposes and says that he/she is the owner for the above property mentioned. Swom to and subscribed before me this day of I -W I q - Notary Public, Sate of Florida at Large When tine just valuation of Hte aftvcdure for purpose of ad valor n taxation Is equal to or more than $300, 000.00, and >ffta buang was not constructed with FBC nor a 1994 SFBC. Then you mast provldb a building application from a General Contractor for the Roof to wall connection Huftne Mitigation. Signature Print Name State of Florida ,,� CAR-0S A. UR61NA «gin.; Notary Public -State of Florida My Comm. Expires Jul 31, 2015 County of Dade �:,;;uFF�J,• Commission tk EE 116290 The undersigned, Ding swom, deposes and says that he/she is the owner for the above property mentioned. Swom to and subscribed before me this day of I -W I q - Notary Public, Sate of Florida at Large When tine just valuation of Hte aftvcdure for purpose of ad valor n taxation Is equal to or more than $300, 000.00, and >ffta buang was not constructed with FBC nor a 1994 SFBC. Then you mast provldb a building application from a General Contractor for the Roof to wall connection Huftne Mitigation. ti- �a r,s COUNTY PROPERTY Lazaro Solis PROPERTY APPRAISER cour�Yy,� R Property Information: Folio 11- 2136 - 009 -0060 Property Address 126 NE 108 ST Owner Name(s) RONALDW COX&W LAURA L RAM3EY Mailing Address 126 NE 108 ST M IAI1M SHORES FL 33161 -7038 Primary Zone 1000 SGL FAM1>LY - 2101 -2300 SO Use Code 0101 RESDENTiAL - SNIGLE FAMLY :1 LW Beds/Baths/Half 21110 Furs 1 Living Units 1 Ad). Sq. Footage 1,516 Lot Size 9,300 SOFT Year Bulk 1946 Full Legal Description DUNNQdGS M IAMII SHORES EXT NO 5 PIS 48-21 LOT 6 BLK 209 LOT SIZE 75.000 X 124 OR 17243 - 3758 06961 Assessment Information: Year 2013 2012 Land Value $88,004 $75,848 Building Value $103,640 $118,682 Market Value $191,644 $194,530 Assessed Value $137,2811 $134,987 Benefits Information: Benefit Type 2013 2012 Save Our Homes Cap Assessment Reduction $54,363 $59,543 Homestead Exemption $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 Note: not all benefits are applicable to all Taxable Values (ie County, School Board, City, Regional). Disclaimer: AAerial Photography 2012 Tame Value Infornufliew Year 2013 2012 Btemptlon/ Taxable Exemptioni Taxable County $50,000/$07,281 $50,000 1$84,987 School Board $ 25,000/$112,281 $25,000 /$109,987 City $50,0001$87,281 $50,000 /$84,987 Regional $50,000/$87,281 $50,0011184,987 Sale Information: Date Amount OR Book -Page Qualification Code 06/01/1995 $115,000 17243 -3758 2008 and prior year sales; Qual by exam of deed 03101/1990 $0 14496-1272 Quad by exam of deed 11/01/1983 $60,000 11972 -2717 2008 and prior year sales; (sal by exam of deed The Office of the Property'Appraism and Miami -Dade County are continually editing and updating the tax roll and (IS data to reflect the latest property information and QS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its interpretation. Although this wabsite is periodically updated, this information may not reflect the data currently on file at Miami -Dace County's systems of record. The Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at http: /Avww miamida&.gDv/mfo /disclaimer.mg. Property information inquiries, comments, and suggestions email: pawebmail@miamidade.gov (AS inquiries, comments, and suggestions email: gis@miamidade.gov Generated on: Wed Feb 19 2014 ■ • e �- ��� S'rii�r+?i S5,On'(:s Ali °sl,19e � APPROVED I, BYI DATE pZ®t�ll�lG DEPT BLDG DEFT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE !1K .... n_j_ Section Al-General Information) Master Permit No. _ Process No. Contractor's Name Job Address 6 tie /08 HIGH-VEL M" HURRICANE ZONE. ROOF CATEGORY ow Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof M- `keroofeng. ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) y0 /e7 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 para ts. Pot .• ,•. •� - ', •r•� } !.jam ! :_, + •'t' . :_ HIGH - VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 Hi h V Hurricane Zone Uniform Permit Application Form. Section C: (Low Slope Application) Fill In Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet and Identify Manufacturer Attachment (If a component is not used, identiy as "NA") System Manufacturer l Lr__ /s j2l�Jys NOA No.: ! S - -041?, 9:/4/ Design Wind Pressures, From RAS 128 or Calculations: pt -nM m --7/ 7 Pa: - /OS • D Max. Design Pressure, From the S dfic NOA system: — 52 Deck: Type: `' 0x Gouge/rhidmess• Slope:_ I/2 = I Z Anchor/Base Sheet & No. of Piy(s) :_ Anchor/Base Sheet Fastener/Bopkng Wierial: Insulation Base Layer. AIP Base Insulation Size and Thicimess: AJA Field: � oc @ Lap, # Rows Z @ ' oc Perimeter. _k_' oc @ Lap. # Rows c- ` oc Comer. oc @ Lap, # Rows Li @ Number of Fasteners Per Insulation Board Field � Perimeter / &mer x/' 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 Materhal, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Base Insulation Fastener/Bondi )1Aaterial: N � Top Insulation layer. Z Top Insulation Size and Thickness: � Top Insulation Fasteneceond^1ng_Mmerial: Base Sheet(s) & No. of Sheets) & No. of Ply(s):UZ164Sf' t?�.s�?y . r Base e t astenerEB ng I: `� sir ps/'0 WA/ n✓9S- Ply Sheet(s) & No. of Ply(s):�__ Ply Sheet Fastener/Bonding M erial: Top P Wii5-ID /7vfie Top Ply ner/eoq Surfadding:Q iP,Uif7�l1 c�OL _10 50,5 +4110 1 ?1D fe- � w Pa" s d CI11tG��'3� 6„ j O*e "wo-mmy, MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315 -2590 F (786) 31525 -99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov /economv GAF 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails, to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed-to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:: GAF Ruberoie Modified 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 expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 09- 0224.01 and consists of pages I through 29. The submitted documentation was reviewed by Jorge L. Acebo. . APPROVED , �J NOA No.: 13- 0424.14 Expiration Date: 11/06/14 Approval Date: 10/31/13 Page 1 of 29 Membrane Type: APP /SBS Heat Weld Deck Type 1: Wood, Non -ms ula .d _ Deck Description: t9/32" or greater plywood or wood plank decks System Type E(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOut'" Fire Barrier Coating, VersaShiele Fire - Resistant Roof Deck (optional) Protection or Securock® Gypsum -Fiber Roof Board. Base sheet: GAFGLAS" #80 Ultima Base Sheet, GAFGLAS" Stratavento Eliminator Nailable Venting Base Sheet, Ruberoid® Mop Smooth, Ruberoid® 20, Ruberoid" SBS Heat - Weld'" Smooth or Ruberoid® SBS Heat - Weld' 25 mechanically fastened to deck as described below; Fastening Options: GAFGLAS" Ply 4, GAFGLAS" F1exPly'" 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 F1exPly'" 6, GAFGLAS" #75 Base Sheet or any of above base sheets attached to deck with Drill -Tec'" #12 Fastener, Drill -Tec'" #14 Fastener or Drill -Tec'" XHD Fastener and Drill -TecTM 3" Steel Plate, Drill - Tec AccuTrac" Flat Plate or Drill -Tec'" AccuTrac" Recessed Plate installed 12" o.c. 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. 1Ma_rimi m Deci¢n Yff re —45 ps , See General Limitatia�#7l �� GAFGLAS" FlexPly'" 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 —52.5 psf, See General Limitation #7) GAFGLAS" #80 Ultima Base Sheets, Ruberoid 4'20, 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. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS" #75 Base Sheet or any of above base sheets attached to deck with Drill -Tec'" #12 Fastener, Drill -Tec'" #14 Fastener or Drill -Tec'" XHD Fastener and Drill -Tec'" 3" Steel Plate, Drill -Tec'" AccuTrac" Flat Plate or Drill -Tec" AccuTrac" Recessed Plate installed 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 psf, See General Limitation #7) NOA No.: 13- 0424.14 MIAMI -DADE COUNTY Expiration Date: 11/06/14 " "• ' Approval Date: 10/31/13 Page 27 of 29 Any of above base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec" insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -Tee #12 Fastener, Drill -Tec"m #14 Fastener or Drill -TeC7 XHD Fastener and Drill -Tee 3" Steel Plate, Drill -Tec'" AccuTrac® Flat Plate or Drill Tee AccuTrae Recessed Plate installed 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. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: O 'onal except over Ruberoid® Mop Smooth, Ruberoid® 20, Ruberoid® SBS Heat -Weir Smooth or Ruberoid® SBS Heat - Weld° 25) One or more plies GAFGLAS® Ply 4 or GAFGLAS® FlexPly 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. or Ruberoid ®Torch Smooth torch applied according to manufacturer's application instructions. Membrane: One ply of Ruberoid® Torch Smooth, Ruberoie Torch Granule, RootMatch7 APP Modified Granular, Ruberoid® EnergyCap m Torch Granule FR, 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 Heat -Weld P1 , Ruberoid® SBS Heat - Weld'" Plus FR, Ru roid SBS Heat -Weld 170 Fl uberoide EnergyCapTM SBS Heat -Weld Plus FR, Ruberoid SBS Heat - Weld'" Cnanule, Ruberoid® SBS Heat - Weld's Smooth and Ruberoid® SBS Heat - Weld" 25 applied according to manufacturer's application instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbsJsq. and 300 lbsJsq. respectively in a flood coat of approved asphalt at 60 lbsJsq. 2. GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCap— BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. 3. Topcoat® Elastomeric Roofing Membrane, Topcoat® MB Plus (to be used as a primer with Topcoat® Elastomeric Roofing Membrane) or Topcoat® Surface Seal SB applied at 1 to 1.5 galJsq. Maximum Design Pressure: See Fastening Above NOA No.: 13- 0424.14 MIAMI -DARE COUNTY Expiration Date: 11/06/14 • Approval Date: 10/31/13 Page 28 of 29 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® FlexPly TM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/4" DensDeck® Roof Board or '/2" 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 current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 121bsJsq. 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 K, as tested in compliance with Testing Application Standard TAS 105. If the fastener, value, as field - tested, are below 2751bf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 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. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and comers). (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 9N -3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 13- 0424.14 Expiration Date: 11/06/14 Approval Date: 10/31/13 Page 29 of 29 Insulation (Optional): — Perlite, glass fiber or wood fiber, any thickness. Membrane: — "Ruberoid@ Torch Granule 1" (modified bitumen). Slip Sheet: — 0.004-in. thick polyethylene (not UL Classified). Surfacing: — 3A -in. thick concrete with one layer of No. 10 Summerville Quarry tile (or equivalent) grouted In place. 4. Deck: NC Incline: 2 Insulation (Optional): — Perlite, glass fiber or wood fiber, any thickness. . Membrane: — "Ruberoid@ Torch Granule 1" (modified bitumen). Surfacing: — 3/a to 11h -in. diameter river bottom stone at 1000 Ib /100 -ft2 or concrete pavers weighing not less than 10- Ib /1 -ft2 and spaced not more than 1/8 in. 1. Deck: NC Class A - Fully Adhered Incline: 1/2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid@ Torch @" (Smooth or Granule) or "Ruberoid@ Torch Granule Pius" or "Ruberoid@ Mop" (Smooth or Granule) or "Ruberoid@ Mop Plus Granule" (granule). Surfacing: — Gravel, 400 -lbs /100 -ft2, loose laid or applied in a Flood coat of hot roofing asphalt. 2. Deck: NC incline: 1/2 Base Sheet (Optional): — One or more plies Type GI or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid@ Torch" (Smooth or Granule) or "Ruberoid@ Torch Granule Plus" or "Ruberoid@ Mop" (Smooth or Granule) or "Ruberoid@ Mop Plus Granule ". Coating: — "Karnak No. 97" applied at 1' /2 to 3 -gal. /100 -ft2. 3. Deck: NC Incline: 1/4 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, any thickness. Base Sheet (Optional): — One or more plies Type GI or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid@ Torch" (Smooth or Granule) or "Ruberoid@ Torch Granule Plus" or "Ruberoid@ Mop Granule" or "Ruberoid@ Mop Plus Granule ". Coating: — "Karnak No. 97" applied at 11h to 3 -gal /100 -ft2. 4. Deck: C -15/32 Incline: 1/2 Insulation: — One or more layers perlite, glass fiber, polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite, pherolic, 1'h -in. — inimum thickness (butt joints staggered a minimum of 6 -in. form plywood deck butt joints). Base Sheet: — One or more plies Type G2 or Type G3. Ply Sheet (Optional): — One or more plies Type G1. Membrane: — One or more plies "Ruberoid@ Torch" (Smooth or Granule) or "Ruberoid@ Torch Granule Plus" or "Ruberoid@ Mop" (Smooth or Granule) or "Ruberoid@ Mop Plus Granule." Surfacing: — "Karnak No. 97" applied at 11/2 to 3 -gal /100 -ft3. 5. Deck: NC Incline: 1/2 Base Sheet (Optional): — One or more plies Type GI or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid@ Torch" (Smooth or Granule) or "Ruberoid@ Torch Granule Plus." Surfacing (Optional): — Karnak "No. 97" or "169" applied at 1 to 3 gal /100 -ft2 or Grundy Ind. "20 F Emulsion" applied at 3 -gal /100 -1`1:2. 6. Deck: C -15/32 Incline: 1/2 Insulation: — One or more layers perlite, glass fiber, 3A -In. minimum, polyisocyanu rate, urethane, perlite/polyisocyanurate composite, perlite /urethane composite, 11h -in. minimum. Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid@ Torch" (Smooth or Granule) or "Ruberoid@ Torch Granule Plus" or "Ruberoid@ Mop" (Smooth or Granule) or "Ruberoid@ Mop Pius Granule." Surfacing: — Gravel. 7. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polylsocyanurate, urethane, perlite /polyisocyanurate composite, perlite/urethane composite, wood fiber /polylsocyanurate composite. Base Sheet: — Two or more plies Type G2 or Type G3. Ply Sheet (Optional): — One or more plies Type G1. Membrane: — One or more plies "Ruberoid@ Torch" (Smooth or Granule) or "Ruberoid@ Torch Granule Plus" or "Ruberoid@ Mop" (Smooth or Granule) or "Ruberoid@ Mop Plus Granule." Surfacing: — "Karnak No. 97" applied at 11/2 to 3- gal/100 -191:2 or gravel. 8. Deck: NC Incline: 1/2 Insulation: — One or more layers perlite, glass fiber, V4-in. minimum polyisocyanurate, urethane, perlite /polylsocyanurate composite, perlite /urethane composite, 11h -in. minimum. Base Sheet (Optional): — One or more plies Type GI or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid@ Torch" (Smooth or Granule) or "Ruberoid@ Torch Granule Plus" or "Ruberoid@ Mop" (Smooth or Granule) or "Ruberoid@ Mop Plus Granule." Surfacing: — Grundy "AL MB Aluminum Roof Coating" applied at 1 to 2-gal/100-ft?. littp: // database. ul. com /cgi- bin/XYV /template/LISEXT/1 FRAME /showpage.html ?name =T... 2/26/2014 ,A TGFU.R1306 - Roofmg Systems Page 13 of 47 Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-Ply@ #75 Base Sheet" mechanically fastened. Ply Sheet (Optional): — One ply Type G1 or Type G2, mechanically fastened. Membrane: — "Ruberoid@ Torch Granule "or "Ruberoid@ Torch Granule 1" or "Ruberoid@ Torch Granule Plus" or "Ruberoid@ Torch FR" heat fused. 50. Deck: NC Incline: 1/2 Insulation (Optional): — Minimum % -In. wood fiber, mechanically fastened. Slip Sheet (Optional): — One ply "StormSafe" mechanically fastened. Base Sheet: — One ply "Uberty SBS Self- Adhering Base/Ply Sheet" or "Ruberoid@ SA Base/Ply Sheet" self- adhered. Membrane: — One ply "Ruberoid@ SBS Heat Weld 170 FR" or "Ruberoid@ 30 FR" or "Ruberoid@ 30 FR HT" or "Ruberoid@ EnergyCap- SBS 30 FR" or "Ruberoid@ SBS Heat Weld Plus FR" heat fused. 51. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — Any UL Classified, any thickness, mechanically fastened. Barrier Board: — Minimum'/: -in. thick gypsum board or minimum 1/4-In. thick Georgia -Pacific Gypsum LLC "DensDeck @ Roofboard" or DensDeck Prime@ Roofboard" or "DensDeck DuraGuard— Roofboard" mechanically fastened. Base Sheet: — One ply "Uberty SBS Self- Adhering Base/Ply Sheet" or "Ruberoid@ SA Base/Ply Sheet" self- adhered. Membrane: — One ply "Ruberoid@ SBS Heat Weld 170 FR" or "Ruberoid@ 30 FR" or "Ruberoid@ 30 FR HT" or "Ruberoid@ EnergyCapTM SBS 30 FR" or "Ruberoid@ SBS Heat Weld Plus FR" heat fused. 52. Deck: NC Incline: 1 Primer. — "TOPCOAT@ FireOut- Fire Barrier Coating" applied at 1 -gal /100 -ft2. Base Sheet (Optional): — One ply "Uberty MA Base Sheet", mechanically fastened. Ply Sheet: — One ply "Uberty SBS Self- Adhering Base/Ply Sheet" or "Ruberoid@ SA 6ase/Ply Sheet" self- adhered. Cap Sheet: — One ply "Uberty FR SBS Self- Adhering FR Cap Sheet" or "Ruberoid@ SA Cap FR Sheet" self- adhered. 53. Deck. C -15/32 Incline: 1/2 Primer. — " TOPCOAT@ FireOut— Fire Barrier Coating" applied at 1 -gal /100 -ftl. Slip Sheet (Optional): — One ply "StormSafe" mechanically fastened. Base Sheet (Optional): — One ply "Uberty MA Base Sheet", mechanically fastened. Ply Sheet: — One ply "Uberty SBS Self- Adhering Base/Piy Sheet" or "Ruberoid@ SA Base/Ply Sheet" self- adhered. Cap Sheet: — One ply "Uberty FR SBS Self- Adhering FR Cap Sheet" or "Ruberoid@ SA Cap FR Sheet" self- adhered. 54. Deck: NC Incline: 1 Insulation (Optional): — Perlite, fiber glass, polyisocyanurate, urethane or perlite/polyisocyanurate composite, offset a minimum of 6 -in. from butt joints in plywood roof deck. Base Sheet: — One or more plies Type G2 "GAFGLAS@ #75 Base Sheet" or -Tri-Ply@ #75 Base Jii,aet" or Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet° or -rri-Ply@ Mineral Surfaced Cap Sheet" hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more plies Type GI, hot mopped in place. Membrane: — One ply "Ruberoid@ Torch Smooth" or "Ruberoid@ Mop Smooth" or "Ruberoid@ Mop Smooth 1.5" or "Ruberoid@ Mop Smooth Plus" or "Ruberoid@ Dual Smooth." Membrane: — One ply "Ruberoid@ Mop FR" or "Ruberoid@ EnergyCapTM Mop FR." 55. Deck: NC Incline: 1 Insulation (Optional): — Polyisocyanurate, wood fiber, perilte, glass fiber, any thickness, hot mopped or mechanically fastened. Base Sheet: — One or more plies Type G2 "GAFGLAS@ #75 Base Sheet ", or "-rri-Ply@ #75 Base Sheet", mechanically fastened. Ply Sheet : — One or more plies "Ruberoid@ 20" or "Ruberoid@ 20 HT" or "Ruberoid@ Dual Smooth" hot mopped in place. Membrane: — One ply "Ruberoid@ SBS Heat Weld Plus FR" or "Ruberoid@ SBS Heat Weld 170 FR" heat welded in place. 56. Deck: C -15/32 1/2 Base Sheet: —Two or -more plies Type G2 "GAFGLAS@ #75 Base Sheet" or'"rri-Ply@ #75 Base Sheet" mechanically fastened. em cane: — nT a Iy "Ruberoid@ Heat—Weld. Pus or "Ruberoid @. SBS Heat Weld 170 FR" heat welded in place. 57. Deck: Base Sheet: — "Ruberoid@ Mop Smooth" or "Ruberoid@ Mop Smooth 1.5" or "Ruberoid@ Mop Smooth Plus" or "Ruberoid@ Dual Smooth" hot mopped or "Ruberoid@ SBS Heat Weld Smooth" heat welded. Membrane: — "Ruberoid@ SBS Heat Weld Plus FR" or "Ruberoid@ SBS Heat Weld 170 FR" heat welded. 58. Deck: NC Incline: 1/2 Insulation (Optional): — Polyisocyanurate, uniform thickness of tapered minimum 1- 1 /2 -in., mechanically fastened or adhered with UtF Adhesive M" or OMG Inc. "Olybond Fastening System" applied as a nominal 3A -in. bead or "GAF 2 -Part Roofing Adhesive" applied as a nominal 21k -in. bead with a maximum on- center spacing of 12 -in. or any UL Classified insulation adhesive applied per the manufacturer's installation instructions. Barrier Board: — Minimum 1/4 -in. thick Georgia -Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck Prime@ Roofboard" or "DensDeck DuraGuard— Roofboard" or minimum 1 /4 -in. thick United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX -G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX), mechanically fastened or adhered with OMG Inc. "Olybond Fastening System ". Base Sheet: — One ply "Uberty SBS Self- Adhering Base/Ply Sheet" or "Ruberoid@ SA Base /Pty Sheet" self- adhered Ply Sheet: — One ply "Rubberoid SBS Heat Weld 25" heat fused Membrane: — One ply "Ruberoid@ SBS Heat Weld Plus FR" or "Ruberoid@ SBS Heat Weld 170 FR" heat fused 59. Deck. C -15/32 Incline: 1/2 http: /I database. ul. com lcgi- binIXYVItemplatelLISEXTII FRAMElshowpage.html ?name =T... 2/20/2014 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. 1 • Aesthetics-Workmanship: the workmanship provisions of Section R4402 are for the of providing 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 coloror architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. � Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renalled in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3• WC Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. -L —Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural a penetration of the underside of the decking may not be acceptable. This provides the �opti n of maintaining nall the appearance. 5. hv� Ponding water: The current roof system. and/or deck of the builds cause water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural y distress and may require the review of a- professional structural- engineerl.- Pou Wing -may shorten- the-Iife expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original 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 overloaded 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 accordance with the requirements of Sections R4402, R4403 and R4413. T 7• L_Ventilatlon: Most roof structures should have some ability to vent natural airflow, through the interior of the structure assembly (the building itself). The existing of attic ven ' on shall not be reduced. It may be beneficial to consider additional venting can ult in di g s rvice life of the roof. N4 Owner /Agents Signa re Date Contractor S nature n Revised on 7/912009 LD Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 FEBUARY 20, 2014 Permit No: RF 14 -319 Buildings Critigue Review Provide class a fire rated system, the UL system provided does not specifies the rating and appears to be a class C Plan review Is not complete, when all Items above are corrected, we will do a complete plan review. If any sheets are voided, replace them with new revised sheets and place behind the most current page.