Loading...
REV-20-285zoo ENTERED FEB 0 6 2020 BY: —C � L )— BUILDING PERMIT APPLICATION Miami Shores Village Building Department 'erg 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 NO? 9 0 031 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 Q FBC 20 ❑BUILDING ❑ ELECTRIC n ROOFING Master Permit No. Iq r . DC"/ f — /2 ?-$7 Sub Permit No. 0V — Q2 " Zo -i!89 REVISION ❑ EXTENSION ❑RENEWAL []PLUMBING ❑ MECHANICAL [3 PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP 11Q ,, q CONTRACTOR DRAWINGS JOB ADDRESS: S -1 i � 0�0 S+• City: Miami Shores County: Miami Dade zip: 3 -3t 3% Folio/Parcel#: It - 22.31 _ 0 114 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): I J k.D j ct S G -e- F T u e. Phone#: 3l0-5 - C e Address: 330 0 Dom- Cxe-e-k A \ 6 w C. r City: V2zc 'c�' Tenant/Lessee Name: Email: _ _. C,c7i MOVE State: �=L - Zip: 3 3 Q g a M! CONTRACTOR: Company Name: KOSS l-'D �-ty ( —�:^C• Phone#: qS4S'73 33r3iR Address: 3 3 o O nab City: ` a SIP 4�% Qualifier Name: OS �""� zip• `33 OCp�I State Certification or Registration #: C-r— C L3 ci- '9 -1 (Q oc Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: s"E Address: City: State Zip: Value of Work for this Permit: $ Y. Z9 VLF - _.._ Square/Linear Footage of Work: 3 3 I Type of Work: ❑ Addition ❑ Alteration ❑ New [Repair Replace ❑ Demolition Description of Work: F1 A 7 C-0 O (` 2. Q, a-CQvr1Qv��k' t"Z -A T Specify color of .cplor thru tile:, Submittal Fee $ PermitFee $ CCF $ CO/Cc $ Scanning Fee $ Radon Fee $ DBPR $ Technology Fee $ Training/Education Fee $ Structural Reviews $ _ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 ` OWNER or A E The foregoing instrument was ackno ged before me this day of ZC�5696�'g 20 10 by who is personally known to me or who has produced P% I as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: • N Seal: APPROVED BY Signature 194 ' CONTRACTOR The foregoing instrument was acknowledged before me this day of lCr l,1� q V 20 -2, P by who is personally known to me or who has produced A9%?l Y��%�%G'�/(/�/= as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: ?T �-o n` • vXu D� Seal: astir ✓„ ***************4"4' Examiner Structural Review Zoning Clerk (Revised02/24/2014) rN ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Buildtng Code A Edition (201'-7'} s 1 High-Veloefty Hurricane Zone Uniform Permit Applicatio OFFICE 1 1 Section A (General Information) 1 Mash Permit No. —A P ^ O!i — Z 9 — 12 S-I „Process No. 1 1 Contractor's Name__.. P©FsT� �o IBC ' 1 Lw Slope ROOF CATEGORYlve• • • • • • • �� • ❑ Mechanically Fastened Tile ❑ Mortaa64dhealve Sat Tile' ' • • ❑ Asphaltic Shingles ❑ Metal PaneUShingles ❑ Wood SAIT $PShake% • ' . ❑ Prescriptive BUR-RAS 150 • ROOF TYPE •••••• •••• : •••�• ❑ New roof ❑ Repair ❑ Maintenance Q Reroofing � � �(�, Reooverlmg %• ROOF SYSTEM INFORMATION • Low Slope Roof Area (SF)-22 / Steep Sloped Roof AREA (SSFTotal (SF) � • • • 1 Section B (Roof Plan) 1 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen. 1 sions of sections and levels, clearly identify dimensions of elevated pressure zones location and of parapets. %A 0 M 11P. E11 VV ft" 1ME11 E :11 JI®W 11 .. ■IMM11 ■1En ■11MEIi 211NE11 IN011 • ' MINIUM Winal 1 i 1 i 1 1 1 1 1 Al T F J tfo'r 5'(,4/jr FLORIDA BUILDING CODE —BUILDING,, tQ,a MINIMUM'1101111*11 CoPYright to, or Hconed hy,1CC (ALL RICH" R$9ERVED); Almmut No WhW mpaoducd= wthodted. Florida Building Code Gth Edition (2027) High -Velocity Hurricane Zone Uniform Permit Application Form 360013 C (Lour Sloped Roof FIN in apedit Roof AUMably ComponsMs ON mein" MarnrII-- *-e-r (ha =nponwd ie not wed, ae -M-) Sydom NOAN04— r87o9i9,12- _ oaten WkW Prowure . Frmo RM IMI or Csim*ffiow DI* bt/oo �0 �rrntcaree.:— (Q�� zr Skme:-- AndmNBeae Shw* S NO. of Ply(OL ArrctrodBsse Shmt FastBondMg D=kwm Baas L ayer-� Sam kwAl ion eke and Thldme w Base trmrtation Fe"NWdeggWft forAnohorleaas sh"t Attffidmmt Fift C •at0Lop.#Rome.' �.�.�,.•cc earner —(L' Oc@ 1SP. #Rams, —A. ,r oa Numbw of Faabe m Per hmwhdfon Board Field Perimeter Comer .... 111usba� Canpomm" ww arei� • • • • Ostails n ApplWabN: :' • ' • Woodbloddrrg, (cutter, Edge • • • • • • Ytlon, �PP�B, FleehinQ, ConQnYoue C11ift .... �P, Base Raehing, COWWII11 FiaeW • Waft Man Roof Height, P-'2 2 ' fOwIght, • .: HoWn of Flaehirtg, Cam la�terlel, . MMMI Thtqut W Fatdaner T' �' rMr• . . %NdnB or 8ubM Manubodmers Uritet• • Comply with RAG 111 and Chapt"t .' . • • Top Irm Ildon fir: TOP triletlon Bins s w TOP ane AWM FasWwMoWhV Mogft Savo ShseKs) a No. of P"r. flow amd .r1Bon �ly j2�I'I.S.JYIA/ VI -Of Ptl► Sheet F�� Mom: TapfLPffD cf?xlv,�4s Top P1Y Fasbsrrer/ eondlrg Rorapet �e Fr F', A SA S�4E LLJ AT7.4C111Ek) n SURFACING IF USED, P DECKING BASE SHEET #7s'5� % l-�_ /Yails/ % s.�r ?i.v{' . . .... ...... .... ...gV r . . .. . ...... i Y � . Roofs to Go:Inc.- IncProposed Roof F A P Flat Wood Non -Insulated Roof Decks Design Pressures Based on Vasd: 1) Field P1 = 33.96*[(-1.0) — (0.18)] = -40.1 psf 2) Perimeter P2 = 33.96* [(-1.8) — (0.18)] = -67.2 psf 3) Corners P3 = 33.96*[(-2.8) — (0.18)] = -101.2 psf Attachment Requirements Per RAS-117: Based on the requirements of NOA # 18-0919.12, pg 53-54 of 67, Systeff Type E �.,' ... •: • fastening option # 3, with a maximum design pressure of-52.5psf, the foll;;Ki are our• ;..... recommended fastening patterns to attach the proposed base sheet to the -win, 19/ thick or greater plywood or wood plank deck (attached to structural suppoi" der NOA, • utilizing approved annular ring shank nails and min. 1-5/8" diameter tin cap • , • • ' .: set*:* Field: 9" o.c. @ 4" laps and 2 staggered rows 9" o.c. :' • • • Perimeter: 9" o.c. @ 4" laps and 3 staggered rows 9" o.c. • • • • Corners: 6" o.c. @ 4" laps and 3 staggered rows 6" o.c. Notes: Corners and perimeter area dimension shall not be less than a = TO" Contractor to verify that the fastening patterns meet manufacturer's requirements for issuance of a warranty (as applicable). All work shall be in compliance with the local building code product control notice of acceptance and manufacturer specifications and Florida Building Code 2017 Edition. Wind load calculations based on ASCE-7, 2017 FBC, and information provided by client. Client is responsible for verifying existing/proposed conditions/decks as it pertains to the above provided product approval. All work shall be inspected by our field engineer (or authorized representative) or a building department inspector toygri fy,� compliance with specifications. IV �O Sincerel �8202 - /"� No. Mark A jIg'=i , rr.- `, ,. c� Florida Eftg eri �� c. Florida�A��c Certificate of AAdmghg8'n No. 6923 i01r, 2011 ROOFING MATERIALS AND SYSTEMS DIRECTORY ROOF -COVERING MATERIALS Roofing Systems (TGFU)—Continued i (Optional): Wood fiber, glass fiber or perlite, Win. min over any UL Classified insulation, any combination, any Sheet: One or more plies "Liberty MA Base Sheet" mechanically Sheet: One ply "LlLiberty FR SBS Self -Adhering Cap Sheet" or eroid® SA Cap FR Sheet' self adhered. G15/32 Incline: 1/2 Sheet Type G2 "GAFGLASS #75" Base Sheet, or "Tri-Ply® #75 Sheet", mechanically fastened. Sheet: One or more plies "Liberty MA Base Sheet", mechanically p Sheet: "Liberty FR SBS Self -Adhering Cap Sheet" or "Ruberoid® Cap FR Sheet" self adhered. Ja NC Incline: I Halation (Optional): Any UL Classified polyisocyanurate, perlite, ad fiber, glass fiber any thickness. se Sheet: One or more plies Type G2 "GAFGLAS@ #75 Base Sheet", "'hi Ply® #75 Base Sheet", mechanically fastened. r Sheet (Optional): One or more plies Type Gi "GAFGLASO Ply 4" 'hi -Ply® Ply 4", or "GAFGLAS® Ply 6" mechanically fastened or abrane: "Ruberoid® EnergyCapTM lbrch Plus FR" or "Ruberoid@ WCapTM Torch Granule FR" heat fused. : NC Incline: i elation (Optional: Any UL Classified polyisocyanurate, perlite, Id fiber, glass fiber any thickness. e Sheet: One or more plies Type G2 "GAFGLAS@ #75 Base Sheet" Tri-Ply® #75 Base Sheet" mechanically fastened. Sheet (Optional): One or more plies Type G1 'GAFGLASS Ply 4" %i-Ply® Ply 4" or'GAFGLAS® Ply 6"; mechanically fastened or mopped. abrane: "Ruberoid® 30 FR" or or "Ruberoid@ 30 FR HT" beroidS EnergyCapTM SW 30 FR" hot mopped. facing: "EnergyCoteTM"applied at 0.6-ga1./100-ft2 : C-15/32 Incline:1 aw.. "Fire Out" applied at 1-gal/100-ft2. e Sheet: One ply Type G2 "GAFGLASS #75 Base Sheet" or -Ply® #75 Base Sheet", mechanically fastened. nbrane: 'Ruberoid® Torch Granule" or "Ruberoid® Torch Gran- t" or "Ruberoid® Torch Granule Plus" or "Ruberoid® Torch FR" tfused. C-15/32 Incline: 1/2 ner: "Fire Out" applied at 1-0/100-ft2. e Sheet: One ply Type G2 "GAFGLASS #75 Base Sheet' or -Ply® #75 Base Sheet" mechanically fastened. Sheet (Optional): One ply Type GI or Type G2, mechanically mbrane: *Ruberoid@ Torch Granule"or "RubemidS Torch Gran- s" or "Ruberoid® Torch Granule Plus" or 'Ruberoid@ Torch FR" Ifused. : NC Incline: 1/2 elation (Optional): Minimum lh-in wood fiber, mechanically Sheet (Optional): 1 ply "StormSafe" mechanically fastened. Sheet: One ply "Liberty SBS Self -Adhering Base/Ply Sheet' or ieroidS SA Base/Ply Sheet' self adhered. ibrane One ply 'Ruberoid@ SBS Heat Weld 170 FR" or eroidS 30 FR" or "Ruberoid® 30 FR HT" or "Ruberoid@ Energy- " SBS 30 FR" or "Ruberoid@ SBS Heat Weld Plus FR" heat fused. C-15/32 Incline-1/2 Won (Optional): Any UL Classified, any thickness, mechani- ker Board: minimum %-in. thick gypsum board or minimum %-in. G-P Gypsum Corp. ")ensDeck 0 Roofboard" or "DensDeck e@ Roofboard" or "DensDeck DuraGuardTM Roofboard" mechani- fastened. Sheet: One ply "Liberty SBS Self -Adhering Base/Ply Sheet" or leroid® SA Base/Ply Sheet" self adhered. ibrane: One ply "Ruberoid® SBS Heat Weld 170 FR" or eroid@ 30 FR" or 'Ruberoid@ 30 FR HT" or "Ruberoid@ Energy - 'A SBS 30 FR" or "Ruberoid® SBS Heat Weld Plus FR" heat fused. NC Incline: I an "Fire Out" applied at 1-gal/100-ft�. ROOF -COVERING MATERIALS (TEVD 277 Roofing Systems (TGM—Continued Base Sheet (Optional): One ply "Liberty MA Base Sheet", mechani- cally fastened. Ply Sheet: One ply "Liberty SBS Self -Adhering Base/Ply Sheet" or "Ruberoid@ SA Base/Ply Sheet" self adhered. Cap Sheet: One ply "Liberty FR SBS Self -Adhering FR Cap Sheet" or "Ruberoid® SA Cap FR Sheet" self adhered 54. Deck: C-15/32 Incline. 1/2 .... Primer. "Fire Out" applied at 1-gal/100-R2. • • Slip Sheet (Optional): 1 ply "StormSafe" m4anie ty fastened • • • Base Sheet (Optional): One ply "Liberty MA Bast Sheet", m�ra eai- • . cally fastened. Go*:** • • • Ply Sheet: One ply "Liberty SBS Self-AdheriV VeseFPly Sheet' or "Ruberoid@ SA Base/Ply Sheet" self adhered. .... • • • • Cap Sheet: One ply "Liberty FR SBS Self-Adh2t g J Cap Shcb' j4 • • "Ruberoid@ SA Cap FR Sheet" self adhered. 55. Deck: NC Incline: f • : • • : • • • • Insulation (Optional): Perlite, fiber glass, polyii90ry3rfurate, urethane • • or perlite/polyisocyanurate composite, offset a ntWoeum of 6-in. from butt joints in plywood roof deck. • • Base Sheet: One or more plies Type G2 "GAFGj.AJ75 Base Wt; .' or -W-Ply® #75 Base Sheet" or Type G3 fCAFCIAScD Mineral Surfaced Cap Sheet' or '"hi -Ply® Mineral Surfaced Cap Shee►e• of • . mopped or mechanically fastened. • • • • Ply Sheet (Optional): One or more plies Type Gl, hot mopped in place. Membrane: One ply "Ruberoid® Torah 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@ Energy- CapTM Mop Plus FR." 56. Deck: NC Incline:1 Insulation (Optionalk Polyisocyanurate, wood fiber, perlite, glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet: One or more plies Type G2 "GAFGLAS® #75 Base Sheet", or "Tri-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 DRuberoid® SBS Heat Weld 170 FW heat welded in place. 57DecIL C-15/32 Incline: 1/2 Base Sheet: Two or more plies Type G2 "GAFGLAS@ #75 Base Sheet" or '"hi-PIyS #75 Base Sheet" mechanically fastened. Membrane: One ply "Ruberoid® SB5 Heat Weld Plus FR" or "Ruberoid® SBS Heat Weld 170 FR" heat welded in place. 58. Deck: NC Incline: 1/2 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. 59. Deck: NC Incline: 1/2 Insulation (optional): Polyisocyanurate, uniform thickness of tapered minimum Nlrin mechanically fastened or adhered with OMG Inc. "Olybond Fastening System" Barrier Board: Minimum Vi in. thick GP Gypsum Corp. "DensDedS Roofboard" or "DensDeck Prime@ Roofboard" or "DensDeck Dura- GuardTM Roofboard" or minimum Vi-in. W& Unified States Gypsum Corp. "SECUROCKS Roof Board" (Type FRX-G) or "SECUROCKO Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "Olybond Fastening System" Base Sheet: 1 ply "Liberty SBS Self -Adhering Base/Ply Sheet" or "Ruberoid@ SA Base/Ply Sheet" self adhered Ply Sheet: 1 ply "Rubberoid SBS Heat Weld 25" heat fused Membrane: 1 ply "Ruberoid@ SBS Heat Weld Plus FR" or "Ruberoid@ SBS Heat Weld 170 PR" heat fused 60. Deck: C-15/32 Incline- 1/2 Insulation (optional): Polyisocyanurate, uniform thickness -of tapered minimum 1%-in. mechanically fastened or adhered with OMG Inc. "Olybond Fastening System" Barrier Board: Minimum 4-in. thick GP Gypsum Corp. "DensDeck@ Roofboard" or • "DensDeck Prime® Roofboard" or "DensDeck Dura- GuardTM Roofboard" or minimum %4n. thick United States Gypsum Corp. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCKS Glass -Mat Roof Board" (Type SGMRX) with all butt joints In the barrier LOOK FOR THE UL MARK ON PRODUCT ICOUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE O,F ACCEPTANCE (NOA) GAF 1 Campus Drive Parsippany, NJ 07054 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.nfianddadg,P_ov/economv SCOPE: *:::: • This NOA is being issued under the applicable rules and regulations governing the us% pf pnstruCjipp. • materials. The documentation submitted has been reviewed and accepted by Miami-DadcLounty RER . Product Control Section to be used in Miami Dade County and other areas where alleA;Wy the • Authority Having Jurisdiction (AHJ). • • • • • • ' This NOA shall not be valid after the expiration date stated below. The Miami-Dade�County Produclt..' Control Section (in Miami Dade County) and/or the AHJ (in areas other than Miami bade County) • • • reserve the right to have this product or material tested for quality assurance purposes. If this prodnet•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 Ruberold®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. 15-1020.01 and consists of pages 1 through 67. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.:18-0919.12 �/1 Expiration Date. 11/06/23 Approval Date: 11/01/18 Page 1 of 67 Membrane Type: APP/SBS Heat Weld Deck Type 1: Wood, Non -insulated Deck Description: Min. 19/32" or greater plywood or wood plank secured 6 in. o.c. with 8d ring shank nails to supports spaced 24 in. o.c. max. System Type E(2): Anchor sheet is mechanically attached to roof deck. (Non -insulated system�j • • •""� All General and System Limitations shall apply. Fire Barrier: 00 FireOutT" Fire Barrier Coating, VersaShield'"' Fire -Resistant Pwj) ck ; • •. • (optional) Protection, VersaShield' Solo`" Fire -Resistant Slip Sheet, DearblJ40Roof Board, SECUROCK' Gypsum -Fiber Roof Board or SECUROEK44' Glass -Mate • Roof Board. .•.. .... Base sheet: GAFGLAS° #80 Ultimar" Base Sheet, GAFGLAS' Stratavenjj***iTable Venrtj Base Sheet, Ruberoid® Mop Smooth, Ruberoid® Mop Smooth. lS.Ruberoid®. Mop Plus Smooth, Ruberoid' 20 Smooth, Ruberoid HW Smooth' os Rubaroidl HW 25 Smooth mechanically fastened to deck as described bjlovj;• 0 • • Fastening GAFGLAS'Ply 4, Tri-Ply' Ply 4 Ply Sheet, GAFGLAS' Flexl ly"6, •.... • Option #1: GAFGLAS' #75 Base Sheet, Tri-Ply' #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 19" o.c. in the field. Not for use with DensDeck or SECUROCK Fire Barrier (Maximum Design Pressure —45 psf. See General Limitation #99 Fastening GAFGLAS' Ply 4, Tri-Ply® Ply 4 Ply Sheet, GAFGLAS FlexPly' 6, Option #2: GAFGLAS' #75 Base Sheet, Tri-Plyl #75 Base Sheet or any of above base sheets attached to deck with Drill-Tec' #12 Fastener or Drill-TecT" #14 Fastener and Drill-Tec"" 3" Steel Plate, Drill-TecT" AccuTraO 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 12.5" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf. See General Limitation #9) Fastening \ GAFGLAS'' F1exP1y— 6, GAFGLAS' #75 Base Sheet, Tri-Ply `' #75 Base Sheet Option #3: 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. Not for use with DensDeck or SECUROCK Fire Barrier (Maximum Design Pressure —52.5 psf. See General Limitation #7) Fastening GAFGLAS' #75 Base Sheet, Tri-Ply #75 Base Sheet or any of above base Option #4: sheets attached to deck with Drill-Tec' #12 Fastener or Drill-TecT" #14 Fastener and Drill-TecT" 3" Steel Plate, Drill-TecT" 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 —45 psf. See General Limitation #9) NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 53 of 67 Fastening GAFGLASg' #80 Ultima' Base Sheet, Ruberoid" 20 Smooth, Ruberoid" Mop Option #5: Smooth base sheet attached to deck approved annular ring shank nails and 3" inverted Drill-TecT" 3" Steel Plate at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. Not for use with DensDeck or SECUROCK Fire Barrier (Maximum Design Pressure —60 psf. See General Limitation #7) • • Fastening GAFGLAS" #75 Base Sheet, Tri-Ply' #75 Base Sheet or anypf "ye base... Option #6: sheets attached to deck with Drill-Tec" #12 Fastener, Drill-Tec" 414 Fasiescr ar Drill-TecT" XHD Fastener and Drill-Tec' 3" Steel Plate, Drilf rec AccAra*`?' Flat Plate or Drill-Tec" AccuTrac' Recessed Plate installed 8';4,.C. in 4 roNys... One row is in the 2" side lap. The other rows are equally spacuA approximately 9" o.c. in the field of the sheet. • • • • • • • (Maximum Design Pressure —45 psf. See General Limitatio4119) • Ply Sheet: (Optional except over Ruberoid'' Mop Smooth, Ruberoid' Map Slnaoth 14 Ruberoid' Mop Plus Smooth, Ruberoid" 20 Smooth, Ruberoid" HIV Smoetli or Ruberoid' HW 25 Smooth) One or more plies GAFGLAS'' PI3p4,*A-Ply;•PlY4, or GAFGLAS' FlexPly' 6 sheet adhered in a full mopping of approved asp'h'all applied within the EVT range and at a rate of 20-40 lbs./sq. or Ruberoid Torch Smooth torch applied according to manufacturer's application instructions. Membrane: One ply of Ruberoidd' Torch Smooth, Tri-Ply" APP Smooth Membrane, Ruberoid" Torch GrannlP -Ply' APT Granule Cap Sheet,, Ruberoid' EnergyCapr" Torch Granule FR, Ruberoid'' EnergyCap" Torch Plus Granule FR, or Ruberoid'' Torch Plus Granule FR torch applied according to manufacturer's application instructions. Or One or more plies of Ruberoid'' HW Plus Granule, Ruberoid' HW Plus Granule FR, Ruberoid' HW Granule FR, Ruberoid" EnergyCap' HW Plus Granule FR, Ruberoid' HW Granule, Ruberoid' HW Smooth and Ruberoid" HW 25 Smooth 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 lbs./sq. and 3001bs./sq. respectively in a flood coat of Approved asphalt at 60 lbs./sq. 2. GAFGLAS' Mineral -Surfaced Cap Sheet, Tri-Ply' BUR Granule Cap Sheet or GAFGLAS'EnergyCap' Mineral -Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. 3. TOPCOAT' Surface Seal SB or United Coatings" Surface Seal SB Roof Coating applied in one or more coats at a minimum rate of 1.0 gal./sq. per coat. OR TOPCOAT' MB Plus or United Coatings" Roof Mate MB Plus Coating applied at a minimum rate of 1.0 gal./sq.(to be used as a primer) followed by TOPCOAT' Membrane or United CoatingsT" Roof Mate TCM Coating applied in one or more coats at a minimum rate of 1.0 gal./sq. per coat. 4. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Options NOA No.: 184919.12 CAM Expiration Date: 1:1 /06/23 __]APPROVED Approval Date: 11/01/18 Page 54 of 67 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS' Ply 4 and GAFGLAS' FlexPly' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'/a" DensDeck" Roof Board or'/Z" 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 Roof?dt MatcriaV. •. Directory for fire ratings of this product. ' •' :' • • • 2. Insulation may be installed in multiple layers. The first layer shall be attached in IF Fiance Vitli. Product Control Approval guidelines. All other layers shall be adhered in a full AJgplyflg of •....• approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., ortmee4wically4 % attached using the fastening pattern of the top layer • • 0 • • 0 • • 3. All standard panel sizes are acceptable for mechanical attachment. When applieoifl:*roved asphalt, panel size shall be 4' x 4' maximum. ' ' '. 4. An overlay and/or recovery board insulation panel is required on all applications%v.et-�Closed c;h„ foam insulations when the base sheet is fully mopped. If no recovery board is used the base shge�.' 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 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered 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 49 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 I I I 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 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 67 of 67 co;�, 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1525 HIGH VELOCITY HURRICANE ZONES - UNIFORM PERMIT APPLICATION Florida Building Code 6th Edition (2017) High Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF •....• THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE ;••;•; REQUIRED DOCUMENTS AS NOTED BELOW: ; Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,314 5 Prescriptive BUR-RAS 160 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. De8sign Calculations per Chapter 16, or N Applicable, RAS 127 or RAS 12 4. 1 Other Component of Product Approval 5. Municipal Permit Application . 6. Owners Notification for Roofing tonsideratlons (Reroofing On) 7. Any Required -Roof Testing/Calculation Documentation •••• • •••• FLORIDA BUILDING CODE Bth Edition (2017) — BUILDING 5.31