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RF-12-1498Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 178068 Permit Number: RF -8 -12 -1498 Scheduled Inspection Date: September 10, 2012 Inspector: Bruhn, Norman Owner: INC, NICAMERICAN Job Address: 1360 NE 103 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ESPIRITU SANTO DEVELOPEMNT AND CONSTRUCTION GF Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number Parcel Number 1132050300070 Phone: (786)953 -3264 Building Department Comments REPAIR FLAT ROOF 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- 178025. CREATED AS REINSPECTION FOR INSP - 177064. not ready. nb Not Ready. NB September 07, 2012 For Inspections please call: (305)762 -4949 Page 26 of 35 c �(.)(,10 B U e DING Miami Shores Village De ECEIV Building Department AUG 0 10050 N.E.2nd Avenue, Miami Shores, Fiorida 3313 Tel: (305) 795.2204 Fax; (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.49 PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: city: Miami Shore s Folio/Parcel#: Is the BuflIng Historically Designated: Yes County: NO Flood Zone :. OWNER: Name (Fee Simple Titleholder): 1 CA -jai, t CA-1A D Address: c B (Ay r(, wJ v- — % 3 o C Phone#: 3 ®� Lf � , (DO �3 city: M S A -MA state: FL Tenant/Lessee Name: M Al ?-i'0, rf H I Phone#: �� Email: r ► =_. `� n., : 4 - FBc 20 U) Permit No. 1 ? °- l L1 Y Master Permit No. Miami Dade ROOFING Zip: 3 / , CONTRACTOR: Company Name: &P k: '113 V\'rO rDeu Address: (L &S .SLV Phoney: City: ela ✓tA i state: 7 f Qualifier Name: v L o A gyp' Phoney: State Certification or Registration #: (CC 13 2 Zee' Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Perndt: $ �� ®d Square/Linear Footage of Work: Type of Work: °Addition °Alteration " °New al/Replace Description of Work: P c'/ l ;l 4 ± CV L) S Lo Re- j\ - o, i19 °Demolition Color thru tile: ******** * * * * * * * * * * * *r, * * ***+* *** **** * **F *******An** * *** * * *** «e*v+* * *e ***** *** * * ** ** eat CF $ CO /CC $ Submittal Fee $ Permit Fee $ :fie; Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ 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 OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU R ,PAYING TWIG 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 will not be approved '<' ' reinspection fee will be charged. Signature Signature Owner or Agent Contractor °7 trument was ackn led fie, ddbbefo tee�thiis __ _ . The foregoing instrument was acknowledged before me this 0 20 •. by� �� J n!CVV cl/11» 4 day of A 1 , 20 ILI by UL.( or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print My Commission Bap' Ai �& CLAUDIA V. CU : OS ,mums.. pµY AV r • My Comm. Expires Sep 23, 2015 Commission # E.E 128810 %'O 0" Bonded Through National Notary Assn. 1111 * * *** * * * * * * * * * * * * ** APPROVED BY 11( "/"..LIIIII: ''''': NOTARY PUBLIC: Sign: Print My Commission Expires: co od "FF %�4.4 �4' . 0 e* t % ' ''•, 'e 0RIDP , ■\******************* * * * * * * * * * * * * * * * * * * * * * * * * *** **** *rye« *way * *4** * * * *r * * * ** /NI IMO Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revlsed 3/15/09) ECEDVIE AU6 7 s �- ii\\\ALP oco CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A - Copy of the Contract must be attached) PROPERTY OWNER: N I C N 4 Cn J2 icis, 1 C' PERMIT # ADDRESS: 3(ec) KIL 1c( s r FOLIO NUMBER :I 13205(130 0 57 o FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): 1 L1, qZsT. COST OF PROPOSED IMPROVEMENTS: Ac::CI `c (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): A , kP b / 9 VALUE OF PRINCIPAL STRUCTURE (attach - ppraisal): -1 35c 06 OWNERS SIGNATURE: DATE: /2A- PLANREVIEWER: PLAN REVIEWER SIGNATURE: DATE: Created on June 2009 SUBSTANTIAL IMPROVEMENT / DAMAGE LIST (NOTE: THIS LIST IS INTENDED FOR GUIDANCE ONLY, AND IS NOT ALL INCLUSIVE) ITEMS TO BE INCLUDED ALL STRUCTUAL ELEMENTS, INCLUDING Foundations including; Spread footing, Continuous footing, isolated footing, piles and pile caps Slabs including; Monolithic, floating, elevated Walls including; Exterior walls, Bearing walls, Shear walls Beams, Tie Beams, Columns and Posts Wood decking, Floor and Roof Sheathing Trusses, Joist Windows /Doors ALL BUILDING ELEMENTS, INCLUDING Interior Partitions, Walls, Columns Drywall, Ceilings, Built in Furniture, Cabinets, Vanities All Fixtures Flooring, Tile, Carpet, Stone, Linoleum, ect. All Finishes including Drywall, Paint, Stucco Plaster, Paneling, Tile, Marble, and Moldings Roofing Material ALL HARDWARE ALL UTILITY and SERVICE EQUIPMENT HVAC Electrical System and Equipment Plumbing System and Equipment Security System and Equipment Central Vacuum System Plumbing Fixtures Lighting Fixtures and Ceiling Fans Water Systems including Softeners /Filtration Created on June 2009 ALSO: All Labor and other Costs associated with Demolition, Removing, Replacing, Installing Building or Altering Building Components Construction Management / Supervision Overhead and Profit Equivalent cost for: Donated Materials Volunteer Labor (including owners and friends) Any Improvements Beyond Pre - damaged Condition, including; Utility Upgrades Code Upgrades ITEMS TO BE EXCLUDED Plans and Specifications Survey Costs Elevation Certificate Costs Permit fees Debris Removal Items not considered to be REAL Property Rugs, Furniture, Refrigerator, Appliances not Built -in Outside Improvements, Including; Landscaping Sidewalks Patios Fences Yard lights Sheds Gazebos Irrigation Pool 1 Folio 11- 3205 - 030 -0070 Property Address 1360 NE 103 ST Owner Name(s) NICAMERICAN INC 50 BISCAYNE BLVD APT 4306 MIAMI FL 33132 Primary Zone 1300 ONE FAMILY Use Code 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths /Half 4/4/0 Floors 1 Units 1 Adj. Sq. Footage 3,521 Lot Size 10,170 SQ FT Year Built 1956 Legal Description REPLAT OF TR B MIAMI SHORE BAY PARK ESTS PB 63 -17 LOT 7 LESS E1OFT & E1OFT LOT 6 BLK 5 LOT SIZE 90.000 X 113 OR 18115 -1853 0598 4 As$$tentr Current Previous Year 2011 2010 Land Value $249,694 $356,108 Building Value $356,098 $546,563 Market Value $605,792 $902,671 Assessed Value $605,792 $902,671 Current Previous Year 2011 2010 Homestead $o $0 2nd Homestead $0 $0 Senior $0 $0 Disability $0 $0 Civilian Disability $0 $0 Widower) $0 $0 Disclaimer: MIAMI -DADE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Honorable Pedro J. Garcia Property Appraiser Aerial Photography 2010 abl! „ Valu fvrrrl Current Previous Year 2011 2010 Exemption /Taxable Exemption /Taxable County $0 / $605,792 $0 / $902,671 School Bo! $0 / $605,792 $0 / $902,671 City $0 / $605,792 $0 / $902,671 Regional $0 / $605,792 $0 / $902,671 Date Amount Recording Book -Page Qualification Code 5/2010 $702,830 27305 -3637 Sales qualified as a result of examination of the deed 3/2008 $1,500,000 26274 -2636 Sales which are disqualified as a result of examination of the deed 11/2003 $700,000 21823 -4968 Sales which are qualified 5/1998 $0 18115 -1853 Sales which are disqualified as a result of examination of the deed 10/1986 $0 13110 -3250 Sales which are disqualified as a result of examination of the deed 10/1981 $310,000 11254 -0217 Other disqualified The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS 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 website is periodically updated, this information may not reflect the data currently on file at Miami -Dade 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: / /www.miamidade.gov /info /disclaimer.asp. Property information inquiries, comments, and suggestions email: pawebmail @miamidade.gov GIS inquiries, comments, and suggestions email: gis @miamidade.gov Generated on: Tuesday, August 07, 2012 Permit No: 12 -1498 Job Name: August, 2012 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Building Critique Sheet 1) Provide the square footage of the existing roof section (flat). 2) Complete and submit a section C including a fire directory page. 3) Provide product approvals for products used. STOPPED REVIEW Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES RECEIVED AUG 1 6 2012 rED BY nig,Code Editi f 1-2- OfLPT High - Velocity Hurricane Zone Uniform Permit ApplicEatT nOFLrc1,fL1APICE WI. f'rl ALL FEDERAL -am Ack, v r C_,IJwi f RULES AND REGULATIONS Section A (General Master Permit No. Process No. Contractor's Name: Esairitu Santo Dev. & Const. Grout). Inc. Job Address: 1360 N.E. 103 ST. Miami Shores, FL Low Slope ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Mdrtar/Adhesiv,e -Se_ Tibie ❑ Wood -S ibgle /Shlakes ❑ Asphaltic ❑ Metal Panel /Shingles Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof / Reroofing ❑ Recovering ❑ Repair ROOF SYSTEM INFORMATION ❑Maintenance Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 1,100 0 1,100 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. • 23' LOW SLOPE 3 50' Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA") System Manufacturer: GAF Material Corp. Product Approval No 07- 1219.09 Design Wind Pressures, From RAS 128 or Calculations: Pmax1:42.8 Pmax2: 71.7 Pmax3:108.0 Max. Design Pressure, from the specific Product Approval system: 52.5 Surfacing: n/a Fastener Spacing for Andior /Base sheet Attachment Field: 9" oc @ Lap, # Rows 2 @ 9" oc Perimeter: 6" oc @ Lap, # Rows 4" @ 6" oc Comer: 4" oc @ Lap, # Rows 6" @ 4" oc Number of Fasteners per Insulation Board: Field: EVA Perimeter: n/a Comer. WI Illustrate Components Noted and Details as Applicable: Decic Wood btoddng, Gutter, Edge Termination, Stripping, Flashing Type: Wood structural Panels Continuous teat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Gauge: 5/8" Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Slope: 4/8" in 12 Type, Fastener Spadng or submit Anchor /Base Sheet & No. of Ply(s): NA Anchor /Base Sheet Fastener /Bonding Material: NA Insulation Base Layer. NA Base Insulation Size and Thickness: (1) cap sheet Base Insulation Fastener /Bonding Material: NA (2) ply 4 Top Insulation Layer: NA Top Insulation Size & Thlcdmess NA Top Insulation Fastener /Bonding Material: Base Sheet (S) & No. of Ply(s): (1) #75 BASE Base Sheet Fastener /Bonding Material: 1 -1/4 R.S. Nails w/ tin caps Ply Sheet(s) & No. of ply(s): (2) ply 4 Ply Sheet Fastener /Bonding Material: hot mop (asphalt) Top Ply: (1) mineral surfaced cap sheet Top Ply Fastener /Bonding Material: Hot mop (asphalt) (1) #75 base • FT. 0' Plywood 3'5c3" metal drip edge (Galvanized) nailed @ 4" o.c. Fr. Parapet HPi'ht 10' Mean Roof Height M BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DMSION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation. 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUJU)ING 140 WEST FLAGLER STREET, SUITE I603 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 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. 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 Conventional Built-Up 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 adds 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. 03- 0501.05 and consists of paged 1 throygh 19. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 Deck Type 1: Wood, Non - insulated Deck Description: 19(32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShieldeNon- Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® Heat- We1dTM Smooth or RUBEROID® Heat We1dTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 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) GAFGLASO 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 -TecTM steel plate or Drill- TecT"d AccuTrac Plates, 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. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Flex PIyTM 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) Gritagl #80ULTIMATM, RUBER 20, RUBEROID op Smooth, base sheet attached to deck with approved Ills" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure --60 psf, See General Limitation #7) 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 -TecTM 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 psf See General Limitation #7) 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. (Maximum Design Pressure —60 psf, See General Limitation #7) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 GAFGLAS'e #75 Base Sheet or any of above Base sheets attached to deck with Drill-Teem #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Dri11 -TecT1 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. (Maximum Design Pressure —75 psf, See General Limiialion #7} Ply Sheet One or more plies of GAFGLAS® PLY 4, #80 ULTIMA, RUBEROID® MOP Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Cudigg_tl ipa. heet or GAFGLAS® EnergyCapTM Mineral Su faced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bssq. 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 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 galJsq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLASe 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 lbs./sq. 3. Leak Buster"! Matrix"! 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. 4. Leak BusterTM Matrix"! 715 , Leak BusterTM .ifjxTM 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak Buster"! MatrixTM 602 MB Xira Elastomeric Roofing Membrane, EnergyCote® roof 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 galJsq 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 APPRO%EO 1 NOA No.: 07- 1219.09 Expiration Date: 11/04113 Approval Date: 03/20/118 Page 18 of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with PIy 4 and Flex PIyTM 6 when used as a mechanically fastened base or anchor I sheet. 2. Minimum 'A" Dens Deckwd or Y2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: I . 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 EYT range and at a rate of 20-40 Ibsisq., 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 sidelap and one down the center of the sheet allowing a continuous area of' ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 Ibs.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 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 Ibf. 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 with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #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.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 TGFU.R1306 - Roofing Systems Page 1 of 56 ONLINE CERTIFICATIONS DIRECTORY TGFU.R1306 Roofing Systems Page Bottom Roofing Systems See General Information for Roofing Systems GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA R1306 " Ruberoid® 20" or "Ruberoid® 20 HT" or " Ruberoid® Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 'h -in. thick (minimum) gypsum board or 1/4-in. thick (minimum) Georgia - Pacific Gypsum LLC "DensDeck® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard'" Roofboard" may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 -in. thick minimum) roof decks. However, the butt joints in the gypsum board and Georgla- Pacific Gypsum LLC "DensDeck® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard"" Roofboard" are to offset a minimum of 6 -in. with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Multiple plies of "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or'Tri -Ply® Ply 6" may be adhered to Georgia- Pacific Gypsum LLC "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard"" Roofboard" in hot roofing asphalt. "EnergyGuard® Ultra" is an acceptable alternate to "EnergyGuard® RF" in any applicable Classification. "GAF Stratavent® Eliminator" Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. "GAFGLAS® Perlite Insulation" may be utilized as a cover board over "EnergyGuard® RF" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane Insulation adhesive. Polystyrene referenced in any of the following Classfications include "EnergyGuard® EPS Insulation ". References to glass fiber insulation indude "EnergyGuard Fiberglass Insulation ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet ", or "GAFGLAS® #80 ULTIMA") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS® Ply 4" or 'Tri -Ply® Ply 4 ", or "GAFGLAS® Ply 6 ") In the Class A, B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAF Stratavent® Eliminator"' Venting Base Sheet (Perforated)" or "GAF Stratavent® Eliminator" Venting Base Sheet (Nailable)." Perforated base sheets to be loose laid or fully adhered with hot roofing asphalt and nailable base sheets are to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS® #75 Base Sheet" or'Tri -Ply® #75 Base Sheet" or "GAFGLAS® #80 ULTIMA" or "GAF Stratavent® Eliminator"' Venting Base Sheet (Nailable)" may be substituted for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Ply 6 ") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all Insulations may be hot mopped or mechanically fastened. "GAFGLAS® Flashing" or "Ruberold ®" may be used for flashing in any of the Class A, B or C systems listed below. When "periite" Is referenced, this includes "GAFTEMP PERMALITE ®" or any other UL Classified periite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be Included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. http: / /data. base. ul. com /cgi- bin/XYV /template/LISEXT /1 FRAME/showpage.html ?name =T... 8/16/2012 TGFU.R1306 - Roofing Systems Page 2 of 56 The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of 'h -in. minimum thick gypsum board Is an acceptable alternate for minimum insulation over C -15/32 thick roof decks. The use of polystyrene insulation board between minimum 3/4-in. thick perlite board and deck with rosin paper (perlite/rosin paper/polystyrene/perlite) Is a suitable alternate for polyisocyanurate board In the following Class A, B or C systems. "EnergyGuard® RA" or "Tapered EnergyGuard® RA" or "EnergyGuard® Composite RA° may be substituted for any Atlas Roofing Corp. polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". " GAFGLAS® #80 Premium Base Sheet" may be used in any of the following systems. " GAFGLAS® Flex Ply 6" and '711-Ply® Ultra - Flexible Ply 6° are suitable alternates to " GAFGLAS® Ply 6 °. "GAFTEMP Permalite Recover Board" may be used in lieu of any periite insulation In any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Flreshield MB" at 21 to 3- gal /100- ft2. "Ruberoid® Dual Smooth" may be used as an alternate to "Ruberold® Mop Smooth" or "Ruberold® 20" or "Ruberoid® 20 HT" "Ruberoid® Mop Smooth 1.5" may be used as an alternate to "Ruberold® Mop Smooth° Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid® Heat Weld" SBS roofing membrane may be used In lieu of "Ruberoid® Mop" SBS products in any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 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. Ply Sheet: — Three or more plies Type Gi or "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Ply 6" hot mopped. Surfaclng: — Gravel. 2. Deck: C -15/32 Inclilne: 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. Ply Sheet: — Three or more plies Type G1 or "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Ply 6 ". Cap Sheet — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet " or "GAFGLAS® EnergyCap""" BUR Mineral Surfaced Cap Sheet." 3. Decic NC Inclilne: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanurate composite, perlite/urethane composite, wood fiber /polyisocyanurate composite, phenolic, 2 -in. maximum. Ply Sheet — Two or more plies Type Gi " GAFGLAS® Ply 4 ", "Tri-PIy® Ply 4" or "GAFGLAS® PIy 6 ". Cap Sheet — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet" or "GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet." 4. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Insulation (optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" (may be nailed). Ply Sheet — One or more plies Type G1 "GAFGLAS® PIy 4" or "Tri -Ply® Ply 4" or GAFGLAS® Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Trl -PIy® Mineral Surfaced Cap Sheet" or "GAFGLAS® EnergyCapn" BUR Mineral Surfaced Cap Sheet." Surfaclng (optional): — °TOPCOAT® EnergyCote""" applied at a rate of 2- gal /100 -ft2. 5. Deck: NC Incline: 3 http:// database. ul. com /cgi- bin/XYV /template/LISEXT /1 FRAME/showpage.html ?name =T... 8/16/2012 1 o�'itt�i ii( id rdd X2010 High Velocity Hurilmnryo Section A (General Informa on) Master Permit No. WI 2 Process No. HIGH - VELOCITY HURRICANE ZONEI RECEIVED AUG 0? Contractor's Name esP t E c. vi A-42 • 0 W -r °1I Job Address 1300 IJ E 103 64e-eel ❑ w Slope ❑ Asphaltic Shingles ❑ New Roof ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Mortar/ ❑ Metal Panel/Shingles ❑ Wood ❑ Prescriptive BUR -RAS 160 ROOF TYPE �� ❑ Reroofing ❑ Recovering E Repair ❑ Maintenance ROOF SYSTEM INFORMATION .R ®O ®GB SD hes$vlr _ 1tgltisJS�t Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) qlc® ( /Co.59 /f/ to lancref ) ioo s4111t 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 pets. • • 4 . :.; • is • it • • • •� -I• 2010 FLORIDA BUILDING CODE — RESIDENnai 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 govem 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- Workmanshlp: the workmanship provisions of Section R4402 are for the purpose 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 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. 2. ' & Renafing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (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 (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. 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 appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. 11 P) Ponding water: The current roof system and/or deck of the building may not drain well and may cause 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 original roofing system is removed. Pounding conditions should be corrected. 6. 1i'1 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. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the Owner /Agent's Signature Date Contractor Si. " -tune 1 1-o-tt' Revised on 7/9/2009 LD Date