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RF-14-2132Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-220597 Permit Number: RF -9-14-2132 Scheduled Inspection Date: October 22, 2014 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: MARSH, TIMOTHY Work Classification: Repair Roof Job Address: 22 NW 103 Street Miami Shores, FL Phone Number (786)897-8457 Parcel Number 1131010180010 Project: <NONE> Contractor: AG STAR CONSTRUCTION INC Phone: (305)457-9970 tsunamg uepartment comments REPLACE FLAT ROOF ONLY INSPECTOR COMMENTS False October 21, 2014 For Inspections please call: (305)762-4949 Page 12 of 29 Inspector Comments Passed' Failed Correction Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. October 21, 2014 For Inspections please call: (305)762-4949 Page 12 of 29 0 Miami Shores Village Building Department artment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION s SEP 30 2014 FBC 20 6 O Permit No. 2F H — 0Q) Sd Master Permit No. Permit Type: BUILDING ROOFING },JOB ADDRESS: z Z__ /\0 V�'_) � C-�—: - S , City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: _ I 1-�) ®i _ ®J 8 —D ®I D Is the Building Historically Designated: Yes OWNER: Name (Fee Simple T /U u Arldracc• tl �C�; 9 Orl­ , City: k��L s �+- State: Tenant/Lessee Name: Email: CONTRACTOR:Cc Address: 192_7 I City: 014 m l Qualifier Name: AY NO Flood Zone: 0 A9 � Ooti4 i. Name:A9 � L 3 - may- VV7c�— Zip: Z� Phone#: 394'- 1437 State Certification or Registration #: Cee_ / 3 2 9 y ?_1 Certificate of Competency #: Contact Phone# --21_240 3 > 91®% Email Address: PlOg4144 nSe_ea Q, 6e&oc 1i ,n&71 DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 31 9 ®U Square/Linea Footage of Work: 7 O 11 ❑ Type of Work: Addition Alteration — ONew Rep ' /Replace ODemolition Description of Work: h CQ . i I �e�f- to E 't Color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ 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 issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. > Signature %� Signature Agent Contractor The foregoing instrument was acknowledged before me this i The foregoing instrument was acknowledged before me this 0 / day of & , 20 J, by r» a l m 0 41 , day of , 20 �y by 7 l ,? /►?ems who is personally known to me or who has iroduced 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: NOTARY PUBLIC: Si -A Sign Print: C7 ^ Print: My Commission xp' zr?uo;m�� 1920 1 My Commiss n E Adel a" ^ Maga,y Fonseca oe 4',°1GIOAPR .',2016 aRY.com 24,201E ' 8�0➢➢die84�� .. a i�. TAr V.LOPH 9TC9F'3C'JY��'k'Ji"k'iH$7Y�C�C���C�'�t�1i'$C �1C7�: it'�C�C•iCLti�7Y7TGi�3G�t�'�'JC�i��'�SF3: Sti7F'l�➢�i �C SY�t'ki!7•GSf:�C'k$C1C•Jt'A'$C•iG1FiF���YY`x�YY�G LY 3C 7��C�'��C'3G 7TC�C7%3:'Sti'9%3C:B��.'ASSY]7:'A"iC�T:'x'�C9ti��SY�'kiC9F' APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 5/2/2012XRevised 3/12/2012) )(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) A� 1827NW 1 Street StWeCertiNed Hund, FL 33125 A Lkwm Number Ph: (30S)TRJkM 1329029 CELL(786)260-5833 CGC 1516021 Daft: 08-19-2014 CaswmerName: Cl PROPERTY SERVICE e: 22 NW 103 ST M14M FL SPECIFICATIONS: MATjjf OCT 02014 o REDVE E ISTING ROOF TO A SMOOTH WORKABLE SURFACE. o REPLACE UP TO 1001M (3 SEMM OF PLYWOOD) ROOF SEE1THING WHERE RY. o REKAJL WOOD DECK WITH 2.5" RING SHANK NAILS ALONG BEAMS WHERE NECESSARY. o INSTALL ONE PLY OF 75# RASE SHIM' ME HANICALLY FASTENED WITH I'/s" NAIW AND 1 518"11N CAPS. o INSTALL 3= PLES OF FMDtGLASS PLY W WITH HOT ASPHALT OVER BASE SHEET. o INSTALL NEW 3X3 GALVANIZED DRIP FD E METAL WITH 134" RING SHANK NARS ALONG PERIMETER OF ROOF. o PAINT ROOF SIDE OF METAL FLASHINGS WITH ASPHALT PRIMIR TO PREPARE FOR ASPHALT ADHESION. a REINFORCE ENTIRE PERIMETER OF ROOF WITH AN ADDUIONAL PLY OF FMERGIMS STRIP WITH HOT ASPHALT OVER UPPER EDG.. OF DRIP METAL o INSTALL NEW LEAD STACKS AND ROOF VENTS WHERE AI[)CESSARY TO REPLACE EXISTING o INSTALL APPLICABLE WALL FLASHINGS AND COUNTERFLASHINGS WHERE NECESSARY. © INSTALL ONE PLY OF WHITE MINERAL SURFACE CAP SEMEr WITH HUS' ASPHALT OW FIBERGLASS LAYERS. PAINT ALL ASPHALT STAINS WrM AIAMDWM COAMG TO PREVENT CRACKING FROM SUN EXPOSURE. Price: THREE THOUSAND EIGHT HUNDRED $39300.00 PAYMENT SCHEDULE: be made isaamdymmaerIn m INCLUDES ALUMINUM ROOF TILE ELIlVIlNATE IT AND DO IT WITH Q Mac% e)rbdwte AND FLAT ROOF OF STONE Grabia FLAT ROOF AND FRONT OF HOUSE INSTALL MISSING STAND IN THE HOUSE AND REPLACE BROKEN TILE CHANGE A DAMAGED BEAM 2 * 8 AND 16 LONG WOOD AND REPLACE DAMAGED NOTAS= FOR QUESTION CALL FOR IVAN PALACIOS 786-260-5833 OWNER SIGNATURE A.G STA CTION, INC. A ROOF ASSEMBLES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High Velocity Hurricane zone Uniform Permit Application Form, Section C (Low Slope Application) Fill In specific root assembly components and Identify manufacturer (If a component Is not used, Identify as "NA") System Manufacturer: GA+ Ya Product Approval No.: 'a " r' IQ Design 1Kind Pressures, From RAS 12$ or. Calculstions: Pi: p2�: Pa t0 Max Design Pressure, from the specific Product Approval system; = 98,.X �-ff " P T attJaaa Ctaugemidwess:. Scope: i ;`O :.[ Z AntmwrfBase Offset & No. of Pty(sr AndwiBase Sheet /Bartdiay Material: kmdation ease Layer. pass Insulation Size VW Thiclatess: Top Insulation Layer. _ Top.limdation Size and Ttii : _ E4W Sheet(s) & No. of Piy(s):Ory �1 � Ply Sheets) & No. of Pty(s`): Ply Top Pty: Surfacing: _. rw Fastener Spacing for Anchor/Base Sheet Attachment: Field: Perimeter:" oc @ Lap, # Rows oc Confer: �--" oc 0 Lap, # Rows "'*!" 0 6 ° oc ; plumber of Fasteners Per boulat%n Board: Field--Pethtte/tedan!d Lamer Illustrate Components NDetails as Applicable: ` INIoodWoddhg; Cir, Ewe Termination; Strom, Flashing. Continuous. Cleat, Cant Ship, Base .lig, Counter`flasrft Coping, Etc. Indictalte: Mean Pod Height,. Parapet Height, Height of C Base Flashing, CW hent Material, Material Thid NW. , Fastener_Type, i'aterSpacing or Submit ManttFadur- ers Details Mat with RAS 111 and Chapter 16 . w q� r ■ r e, ■ i • FE s • . ■ ■ : • !,nsn c9 natnu o, ei rnun_ t�t�� _ at at noun i ISIS SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 84402.13.1 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 purpose of p vidi at 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. RenaitIng wood decks: When replacing roofing, the existing wood roof deck may have to be re i 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 un i , townhouses, condominiums, etc.) In buildings with common roofs, the ming cow 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 ie 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. Ponding water. The current roof system and/or deck of the building may not drain well and may ca er 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. Parading conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. ,6.1 Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not ove from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge ff 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. VentilaSon: Most roof struratures should have some ability to trent natural airflow through the i f 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 c7resuft in a ding the service life of the roof. � r1 py Owner/ ent's Signature Date Contractor Signature Date Revised on 7/9/2009 LD 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: 7 // 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: x Properly Address:_ Roofing Permit Number: Dear Building Official: N I certify that I am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attachof pro 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) Signature Print Na e State of Florida County of Dade The undersigned, ging 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 , , day of19 A. n . /Y Notary Public, Sate of Florida at When the just valuation of the structure for purpose of ad vabrem taxation Is equal to or more titan $300,000.00, and the bul ft was not constructed with FBC nor a 1994 SFBC. Then you must provide a bui application from a General Contractor for the Roof to Wag conrxedon Humans ration. Revlsec! on 5/21/20 Flome Quick Guide Con Us UL.cam Roams see Gener��for Roofma GAF KATERUI S CORP R1305 1361 ALPS RD WA.YNE, NJ 47470 USA Cess A Deck: C-15/32 Incline: 2 funkfim 03ptauaq: e— Chi or -n layam paft arwaW 6W or &a fib= or polyisoeyanwate or uretmm or or perlit ure sue composite or wood fiber/gal3''isocyamuate composite Cr A=ofi. any thidams. Ply Sheet: -- Tis/ or more Pfies Type 01 or "GAFGLAS Ply 4" or "TriPly Ply 4* or �r_.c art A e 6" Cad Sheet: Une ply Type G3 "GAFGLAS bfwa a1 Surfaced Cap Shed" or "Tri -Ply Mineral Surfimxd Cap Sheet'. 3. ,Neck: NC bwffnw 2 insulation ( anal)= --- One or mow layers pedis, wood Aw, gbw fiber, lolyisocyamnate. umdme� pedAdpobY 'litelm e composites wood MWpobisocya mwat composift, p 2-m. Ply Sheet: -- Two or more plies Type Gl "GAFGLAS Ply 4" or "Tri -Ply Fly 4 "GAFGLAS Ply b". Cap S — Out ply Type 03 "GAFULAS NbarW Smfamd Cap Sit" or "TriPly Miinneral Sid cap shut". 4. Deck C-15/32 hKAW. Slip, Sheet +(Opflonao: -- Red rosia paper.', wed to decd. Base Sheet: -- One ply Type 02 —GAFGLAS #75 Base Slit" or "Tri -Ply #75 B&W Shy" (may be awed). Ply Sheet: -- One or more plies Type G 1 "GAVOLAS Ply 4" or'TA-Ply Ply 4" or' GAFGLAS Ply 6". Cap : --- Ow ply Type G3 OGAFGLAS Afinend Sudmd Cap Sly" or "Tri: Ply Mineral Swfawd Cap Sheet". MIANII DADE COUNTY MIAMI-QADE PRODUCT CONTROL SECTION Em 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONONIIC. RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ff".miamidade eov/economy 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 -facie 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 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 ofthis NOA shall be considered aft a renewal application has been filed and thm 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. 3 his ,NOA revises and renews NOA No. 07-1219.09 consists of pages 1 through _ 17. The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 13-0424.09 MIdM1 W 1D; COUPn Y Expiration. Date: 11/04/14 Approval Date: 10!31/13 Page 1 of 17 Deck Type 1: Wood, Non -insulated Deck Description: 19/3211 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, VersaShieie Fire Resistant Roof Deck Protection or (optional) SecurockTM Gypsum Fiber Roof Board. Base sheet: GAFGLAS" #80 UltimaTM Base Sheet, Stratavent" EliminatorTM Nailable Venting Base Sheet, Ruberoid" 20, Ruberoid" SBS Heat-WeldTM Smooth or Ruberoid® SBS Heat- We1dTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS" Ply 4, GAFGLAS" FlexPly m 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 #i i APPRDVEDi M GAFGLAS" Ply 4, GAFGLAS" FlexPlyTM 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with .Drill-TecTM # 12 Fastener or Drill -Ted" # 14 and Drill- TecTM 3 Steel Plate, Drill-TecTM AccuTrac" Flat Plate or Drill-Tedm AccuTrae Recessed Plate 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 P1yTM 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) ase ee a o' e i p s attached to deck with approved 11/4" 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 50 psf, See General Limitation # GAFGLAS" #75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM #12 Fastener or Drill-TecTM #14 Fastener and Drill-TecTM 3" Steel Plate, Drill -Tec' AccuTrac" Flat Plate or Drill-TecTM AccuTrac" Recessed Plate 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 50 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 50 psf, See General Limitation #7) NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 15 of 17 :'i GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM #12 Fastener or Drill-TecTM #14 Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTrac® Flat Plate or Drill-TecTM AccuTrac® Recessed Plate 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: One or more plies of GAFGLAS® Ply 4 or GAFGLAS® #80 Ultima Base Sheet adhered in a fullmopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM 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 lbs./sq. Surfacing: Maximum Design Pressure: APPROVED'{ Optional on granular surfaced membranes; required for smooth membranes. Chosen componentsmust be applied according to manufacturer's application instructions 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbsJsq. _ 2: Topcoat® Surface Seal SB applied at Ito 1.5 gal./sq. See Fastening Above NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 16 of 17 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAe Flex PlyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum %4" Dens DeckTm Roof Board or %z" Type X gypsum board is acceptable to be installed directly over.the wood deck. GENERAL Lm> TATIONB: 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 fust 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 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 lbsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 psE 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 2751bf, 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.minimi m fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing; prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or Registered 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 milers, metal profile, and/or flashingtermination designs shall conform to Roofing Application Standard RAS 1l 1 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 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 9N-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE MipwitwE Courirr NOA No.: 13-0424.09 JAPPROVEDI Expiration Date: 11/04/14 Approval Date. 10/31/13 Page 17 of 17