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RF-13-2341 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-201265 Permit Number: RF-10-13-2341 Scheduled Inspection Date: November 13, 2013 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: SPONDER,SUZANNE Work Classification: Flat Job Address: 160 NE 102 Street Miami Shores, FL 33138- Phone Number (305)539-3099 Parcel Number 1132060131860 Project: <NONE> Contractor: RJ WALSH CONSTRUCTION Phone: (301)401-7717 Building Department Comments RE-ROOF FLAT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. November 12,2013 For Inspections please call: (305)762-4949 Page 20 of 38 1� Miami Shores Village of ` Building Department OCT 15 2013 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 1 �'I INSPECTION'S PHONE NUMBER:(305)762.4949 FBC Zo BUILDING Permit No. PERMIT APPLICATION- Master Permit No. hF 13 —4) Permit Type: BUILDING ROOFING JOB ADDRESS: l C? ytJ !C�0L ,S7 City: Miami Shores County: Miami Dade Zip: �,`�, Folio/Parcel#: , — 3 2.6 A • d / r 1,04a Is the Building Historically Designated:Yes NO I Flood Zone: OWNER:Name(Fee Simple Titleholder): �[/I,J E ��r��j N/ _Phone#: Address: I 1,6 .?25!7= City: 46�_t/;a&Z� _S' / d L r S State: 14� Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: /C �/UGC.�L_< eD wos P' Phone#:_'Z/7S_yd/ Address: ./19416 1 City: 214 i_ �f!�/' State: L Zip: L677 Qualifier Name: 'C lid. h el / z&Z LS Phone#: Ins! 1f d/"/;67 State Certification or�Registration#:�� f 3� 9/�T -CCeertificate of Competency#: 2 eg Contact Phone#: L y Email Address: OF DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ "�� U b O Square/Linear Footage of Work: 1— Type of Work: ❑Addition LIAlt,ration ONew ORepair/Replace ❑Demolition Description of Work: t° c Ines Color thru.tile: a Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ Bonding Company's Name(if applicable) Bonding Company's Address City State Zip I 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 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 no a roved and a rein pe tion ee will be charged. �( Signature Signature C i, l�-1 er or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ZO_,by -S UZ PA2 e�I�GC7 Lay of e-: y ,20�,by , who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as id e tificati who did take an oath. NOTARY PUBLIC: TAR P.~ I . ��S X111 P Sign: Sign: ALEJANDRA BRITO el Flefida • Print: (-"L t .�9 p ,- YZomm.Expires Jun 10,2014 My Commissi We . ' ` rt , .„ In,N° �p Y Dtiy Notary Public S:4 ,f Florida CO sl a4 4; Jean M Oita . . My Commission EEOU•TO9 �... p EXpUes 08/14/2014 APPROVED BY �� Plans Examiner Zoning Structural Review Clerk (Revised 5/2/2012)(Revised 3/12/2012))(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) i gBoR9. Miami tihores Village Building Department MEIN 111111" 10050 N.E.2nd Avenue Miami Shores, Florida 33138 4� N °yam Tel: (305) 795.2204 OR[Z '' Fax: (305) 756.8972 October 16, 2013 Permit No: RF13-2341 Building Critique Review PERMIT PACKAGE IS INCOMPLETE, PLEASE PROVIDE ALL REQUIRED INFORMATION FOR A LOW SLOPE ROOF SYSTEM Ismael Naranjo Building Official 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. T , in AV HIGH-VELOCITY HURRICANE ZONES 4 OCT Florida Bull iFA 2040 H' h V Hurricane n Form. : Section A (General Information) r - ■ • Master Permit No. Process No. Contractor's Name, ■ Job Address 16 0 / e- T ROOF CATEGORY s' Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR-RAS 150 ROOF TYPE CaNt oof Reroofing ❑ Recovering ❑ Repair ❑ Maintenance C ROOF SYSTEM INFORMATION 1-41*0 a Roof Area(SF) Steep Sloped Roof Area(SF) Total(SF) dD Section B (Roof Plan) Sl-tc r oof Plan: lilustrate all levels and sections, roof drains, scuppers, overflow " San and overflow drains. Include dimensions of sections and levels, clearly 'din ' imensions of elevated pressure zones and location of parapets. w o r c O sue : (f), v): iCT _.. �. r f r . • : 2010 FLORIDA BUILDING CODE—RESIDENTIAL we o+ Section C Page(Low Slope Roof Systems) i-iri in ilre specific roof assembly components.if a component is not required,insert not applicable(nia)in the text box. GAF MATERIAL COR Top Ply: 200E SYSTEM MANUFACTURER: GAF MINERAL CAP SHEET T� rocluct Approv;ml O Top Ply Fastening/Bonding Material: �- Nind Uplift Pressures,From RAS 128 or Sealed Calculations: HOT MOP ASPHALT (I'1) F ielcf: -42.8 psf Surfacing: _ I SINGLE PLY MEMBRANE: 1112) Petimelers 71.7 psf Single Ply Manufacturer/Type: _ (I"i)Corrlors: -108.0 psf NA Maximum Design Pressure From NOA: 52.5 psf NA "112 Sheet Width: NA Single Ply Sheet Width: roof Slope: 0.50 }21 Roof Mean Height: 14 ft No.of Single Ply 1/2 sheets: NA Parapet Walls: 0 No 0 Yes Parapet wall Height: ft. Single Ply Membrane Fastening i Bonding Material: INA Deck]ype: F-518"Plywood [�]FASTENER SPACING FOR BASESHEET ATTACHMENT +pport Spacing: NA °o!c ❑SINGLE PLY MEMBRANE ATTACHMENT Alter Hate UecF 1 vpN: NA w 1.Field:F97"o/c @ Laps&F27 rows �"olr 1 resting(-:ooC � � SAME 2.Perimeter: L6J"oic @ Laps&�rows F67-Wc: I ire i3<+rrir.r. 3.Corner:�"olc @ Laps&F rows +r< NA _ NUMBER OF FASTENERS PER INSULATION BOARD: Vapor BWtier. NA 1. Field:f NA 2. Perimeter: NA Anchor Sheet: Insulation Fastener Type: NA NA Anchor Sheet F;istene+ /Bonding Material: WOOD NAILER TYPE AND SIZE: _ rN A 1 X 8 FASCIAL Insulation Base Layer Size &1 hickness: Wood Nailer Fastener Type and Spacing: NA 18D NAIL @ 16" Insulation Base Layer Fastener/Bonding Material EDGE&COPING METAL SIZES: NA Edge Metal Material: —Galvanlzed Metal-- Insulatron 'rop I aver Sire&1 hickness: � ) I 3"NA Edge Size: — face 26 ga— J InSU4alion 1 op layer F<a,;tener!Bonding Material: Hook Strip Size: --SELECT EDGE METAL HOOK STRIP SIZE= I NA Edge Metal Attachment: I;asn Shreet(s) No.of Ply( ): 1-114 RS NAIL 4"OC _ GAF Gl_ASSBASE 754(1) / —SELECT PARAPET WALL COPIN(, MA'-ER.IAI--- Coping Material: — fsnr;sr Sheot F..aslener!Bunning Material: ---------m 1-114 RS NAIL&TIN CAP 1-5f8 Copinq Size: --SELECT COPING METAL SIZE UR THICKNESS-- I'ly Shr:ct(s)t� No.of Ply(sm: Hook Strip Size: --SELECT COPING METAL HOOK STRIP Si-E-L] GAF PI_Y IV (2)PLY 2 / Parapet Coping Metal Attachment: Plv Shea F mstener !Bonding Material: N/A (HUT MOP ASPHALT TYPE IV ;elated Nailabl�Deck With Edge Nailer Illustrate Components Noted and Details as Applicable: Roof Mean Height: 14 ft. Drip Metal: 3X3 GALV 26G Continuous Cleat: Top Fly NA Interplies �•� Surfacing: Base Slkeet • GRANULES Top Ply: GAF MINERAL CAP SHEET .ncloor Sheet � Interplies: I _ - l Drily Metal GAF PLY IV (2) PLIES I �1s, Base Sheet: GAF GLASSBASE 75# � - Coutintloris Cleat Top Layer of Insulation: i� s, Wood Nailer NA i a Base Layer of Insulation: Roof Deck ', 'i Wood Nailer: Base Layei 1 X 8 FASCIAL BOARD of Insulation - Wood Nailer Fastening: Top Layer 8D'NAIL @ 16" of Insul�tio�� Anchor Sheet: N/A Deck Type: PLYWOOD 5/8 ' U X1306 - Roofing Systems Page 2 of 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 1/2-in,minimum thick gypsum board is an acceptable alternate for minimum insulation over C-15/32 thick roof decks. The use of polystyrene it board teJrosin paper/polystyrene/perlite) s insulation suitable alternate or polyisocyanurate board in the following C ass A,B or C systems. "EnergyGuard@ RA"or"Tapered EnergyGuard@ RA"or"EnergyGuard@ Composite RA"may be substituted for any Atlas 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"Tri-Ply®Ultra-Flexible Ply 6"are suitable alternates to"GAFGLAS@ Ply 6". "GAFTEMP Permalite Recover Board"may be used in lieu of any perlite 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"Fireshield MB"at 21/2 to 3-gal/100- ft2. "Ruberoid@ Dual Smooth"may be used as an alternate to"Ruberoid@ Mop Smooth"or"Ruberoid@ 20"or"Ruberoid@ 20 HT" "Ruberoid@ Mop Smooth 1.5"may be used as an alternate to"Ruberoid@ 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@ Mo p"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 GS or"GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4•'or"GAFGLAS@ Ply 6"hot mopped. Surfacing:—Gravel. 2. Deck:C-15/32 Incline: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'"rri-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@ EnergyCap1m I"BUR Mineral Surfaced Cap Sheet." 3.Deck:NC Incline:2 Insulation(Optional):—One or more layers periite,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 G1"GAFGLAS@ Ply 4","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"GAFGLASCR 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 GZ"GAFGLAS@#75 Base Sheet"or"Tri-Ply@#75 Base Sheet"(may be nailed). Ply Sheet: —One or more plies Type G1"GAFGLAS@ Ply 4"or"Tri-PiyQb 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"GAFGLAStR? EnergyCap— BUR Mineral Surfaced Cap Sheet." Surfacing(optional): —"TOPCOAT@ EnergyCote`applied at a rate of 2-gal/10040. 5. Deck: NC Incline:3 1...._.U,1„t.,h•,cr, „I -nm/r,n;-hin/XYV/temnl ate/l_,iSEXT/1FRAME/showpage.html?name=T... 2/23/2012 i I mink MIAMI DAAit COUNTY,FWWDA M fA M M mr M()^DADE K AGLER BM WING W own 140 WEff FI.AGLM STU"T"SUrM 1603 BUILDING CODE COMPLIANCE OFFICE(UCCO) MW"FWRpA 33130-1563 PRODUCT CONTROL DIVISION (3Q5)375-2901 FAX(305)375-290$ NOTICE OF ACCEPTANCE GAF Material Corporation. 1361 Alps Road Wayne,NJ 07470 SCOPE: overnin g he use of This NOA is being issued under the applicable rules and regulations g the Building materials.The documentation submitted has been reviewed by the BCCO and � where allowed Code and Product Review Committee to be used in Miami Dade county and by the Authority Having Jurisdiction(AHJ). `Phis NOA shall not be valid after the expiration date stated below. The Miami-fie County product ('ontrol Division (In Miami Dade County) or the for arm �er Miami�a&product County)or rQserve the right to have this product or mater q pie`' iaterial fails to perform in the accepted manner,the manufacturer will incur the mgrnse 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 hasbeen designed to comply with the Florida Building Code and the High Velocity Hurricane Zone ofthe Florida Building Code. I)ESCRIPTION: GAF Conventional Built-Up Roof System for.Wood Decks. 1�A13�L1N{J; lsach 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. Rri'NE,NVA I,of this NOA shall be considered after arenewal application has-been and there has beer) no change in the applicable building code negatively affecting the performances of this product. (` ;liM1NA 1 ION of this NOA will occur after the expiration date or if there has been a revision or ch=ge in the materials,use,and/or manufacture of the product purposes of 0 terminate endorsement of any product,for sales,advertising or any other purpose$ this NOA. I ailure to comply with any section of this NOA shall be cause for termination and removal of NOA. County, Florida, and t�I�V ERTISEMCNT: The NOA number preceded by the words Miami Aade of the NOA is followed by the expiration date may be displayed in advertising literature. If AIIY portion displayed,then it shall be done in its entirety. IiaNSPYCTION: A copy orthis 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_ ['his NOA renews and revises NOA Nu.03-0541.05 and consists of pages 1 thro Sb 19. The submitted documentation was reviewed by Jorge:L.A.oebo, r1oA No.: 07-1219.09 Erpiratlon Date: 11/04113 Approval Date: 03/20/08 MIRMI•D,dDE uNTlr page 1 of 19 D Wood,Non-insulated !i eck'1'ype 1: ' Deck Description: 19182"or greater plywood or wood plank decks System Type]C: Base sheet mechanically fastencd. All General and System Limftatious shall apply. Fire Barrier: FireOuffm Fire Barrier Coating,Vers.SWel.?NoR Asphaltic Fiberglass Based (optional) Underlayuient or SecumckTM. GAFGLAS®#80 ULIT"TM Base Sheet,STRATAVENTO Eliminatoe"4 Base sheet: RUBEKoe 20,RUBEF-le Nailable,R.UBEROe Modified Base Sheet, ll lest-We1dTm Smooth or RUBEROW*Heat-WeldT'a 25 base sheet me ►ically fastened to dock as described below; Fastening Options: any Ply 4,GAFGLAS"Flex P1yTn"6,GAFGLA #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"0.0.in the field. (Maximum:Design pressure r-45,psf,See General LknUation#7) GAFGLAS�Ply 4,GAFGLAe-Flex PlyTM 6,GAFGLA'#75 Base Sheet or any of above Base sheets attach Ito decker or Dril Tec A�rw plate , or# 15 Screws and 3 Drill-Teo sterel p 12"o.c.in 3 rows. One row is in the 2"side lap. The other rows'sm equally spaced approximately I2"o.c.in the field Of the sheet. (Maximum Design Pressure--45 psf,See Generat rintUa don#7 C►AFGLAS�Flex PIyTd'6,GAFGLASP#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 taws 9"O.C. the field. General X.lmltation#7) (Maximum Design Pressure 52.5 psf, GAFGLAS®#SQULTIMAT",AUBER0ID6 20,RUBEROID®Mop smooth, base sheet attached m deck with approved i'!:anrmilar rirng shank baits and inverted 3"steal plate at a fastener sprucing of 9"o.e:.at the 4»lap and in two with a fastener spacing of 9"o.c.in the center of the membrane. rows staggered See Getrerat LisMta�tlon#7) (M�,�`Dessign Pressure—6©psf (IAFGLASO 475 Base Sheet or any of above Base sheets attached to deck with Drill-Teou#12 standard,#14 or# 15 Screws and 3"Drill-Teem stce-1 plate or DttitlTecT'a AccuTrac Plates, 12"o_e.in 4 rows. One rows in the:27 side lap. The other rows arc equally spaced approximately 9"o.c.in the field of the sheet. s See iGener'af Lirnitattvn#7 (MQximt�m Design Pressure—60'p f, shank nails Any of above Base sheets attacked to decker at&fastener lar rin g h 9" nails at and:3,,inverted Drill TeOw insulation plates the 4"tap staggered in two rows 9"in the field. at Limitagon#7) (Moacimum Design Pressure--60 p8f,see G� NOA No.: 07-1219-09 1upirstion Date: 11104f13 Approval Date: 03/20/08 u►►M«AO CourrrY )rage 17 of 19 14 GAFGLASO#75 Base Sheet or any of above Base 3" ts he steel 1 With Drill-TOG"A#12 standard,914 or# 15 Screws and DHII-TeCrm AccuTra:c Plates,8"o.c.in 4 rows. One row is in the 2"side lap. spaced a oximately 9"o.c.•in the field of the sheet. The other rows are equally p Pin Holz#� ( aimum Design Pressure—75 psf,See General Lun�ta Pt Sheet: One or more plies of GAFGLAS�PLY 41 #SO ULT�,RUBBROasIDphMOP y Smooth or RUBEROID 20 adhered in a full mopping of approved applied within the EVT range and at a rate of 20.40 Wsq.• tional. One 1 of G,AFGLAS*Mineral Surfaced Cap Shy or Cap Sheet: GA ) ply Mine Surf GAFGLAS®EnergyCap�M Sheet adhexed in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-401bsJsq. Surfacing' (Optional, required if RUBBROO MOP Smooth or RU)3EROe.20 is top membrane)Install one of the followiW- res ectxvel in 1. Gravel or slag applied at 4001bs./sq.and 300 W$q. P Y a flood coat of approved asphalt at 601baJsq.or applied in a flood coat of Leak Bus Wim Mahixym 103 Cold process Adhesive applied at a rate of 3 gaUsq. 2. GAFOLA.S*Mineral Surfaced Cap Sheet,GAFGLAe Energy C&P Mineral Surfaced Capsheet adhered in a fait mopping of approved asphalt applied within the L VT range and at a rate of 20-40 tbs./sq. 3. Leak BusWTm Matrix'fm 303 Premiu.Fibered Aluminum Roof coating,at 1.5 gal*. 4. Leak Buster Matrbam 715,Leak Buster'rm Matrix'' 322, T,*Bust1�MB+,`fOPGOAT°�Fitmhleld BlastD7q°�c Roofing Membrane,applied at 1 to 1.5 gal./sq. rrs xT. 602 MB Xtra Elastomerie Roofing 5. Leek Buster Maui lied at 1 to 1.5 gal./sq- Mernbraane,Energycotee roof coating applied 6_ TOPGOA Surfnce seal,TOPCOATO 11ireshield*SIB Solvent I based Elastamerie RoofungMembrane applied at Ito 1S b'�/sq. 7, fi dvance Green Technologies Photovoltaic Larainate solar energy collector auxiliary roof equipment instilled in compliance with manufacturer's specifications and applicable Building Codes. maximum Design See Fastening Above p'ressu re: NOA No.: 07-1219.09 Expiratson Date: 1110411.3 Approval D ge 03 ao/A 9 MIAMI• pF-COUNTT Wool)DECK SYSTEM L, MAT>IONS: �n, t;when used as a ineehanically fastened base or anchor t A slip sheet is required with Ply 4 and Flex Ply sheet. t „ M , „ 5r,.a, board is acceptable to be inmiled directly over the 2. Minimum /4 Dens Deck or /Z q�YPe W wood deck. GENERAL LINIITATIONS: ials Directory 1. Fire classification is not part of this•acceptance,refer to a current Approved Roofing Mater for fire ratings of this product fiance with insulation may be installed in multiple layers. The first layer shall be attached im compliance Product Control Approval guidelines. All other layers sha111bsJ mechanically attaelaed using the asphalt applied within the EVT range and at a rate of 20-40 s9 Fastening pattern of the top layer roved asphalt, All standard panel sizes are acceptable for mechanical attachment. When appliedun app panel si�.e shall be 4'x 4'maximum. panel is required an all applications over closed cell foam t. An overlay and/or recovery board insulation p board used the base sheet shall be insulations when the base sheet is fully mopped. if no recovery with approved asphalt, l2" diameter circles, 24" o.c.; or stria continuous us applied using spot mopping PP ribbons in three rows, one at each sidelap and one down thecen 6 bre�aekl b 1pla every 12' in ;area r)f•ventilation. J ncircling of the strips is not acceptab m shall be at a minimum rate of c,e,ch ril)bc,n to allow cross ventilation. Asphalt application of either imu aressure of-45 psf. l"? lbs./sq. Note: Spot at#ached systems shall be limited to s anaari>taam deign P value of 275 v a::tener spacing for insulation attachment s Application o Standard TA�� the fastener value,as field- !bi'.,as tested in compliance with Testing pp ble. rane i:e.sted, are below 275 lbf. insulation attachment shall not be accepts is based on a fastener spacing for mechanical attachment of anchor/base sheet de iign.vallue listed whit a specific ininimual fastener resistance value in conjunctionwittha the as�miined by tlae Building Official, system. Should the fastener resistance be less than that required, tarednrt*Architect,or a revised fastener spacing,prepared,signed andSa d cv�sedpl Florida spacing shall utilize the withdrawal Registered Roof Consultant may be submitted. Hance with resistance value taken from Testing Application Standards TAS 105 and calculations in comp h.00n�;Application Standard RAS 117. Pressure requireaments of these areas. perimeter and corner areas shall comply widl� eand base shit's cWanl Florida register d I"mtener densities shat be increased for both insulation prepared,signed and sealed by Roofing :lpplicatiorc Standard RAS l 17.Calculations Roof Consultant(VVhW this limitation is professional Engineer, Registered Architect. or ReP e p liicable. termination designs shall sl7ecit"rcjilty referred withiunrimeter Hailers,metal proi'c�ait�d/or tics��►ot be a p f�Il att<�chnient and sizing o p emeuts. �c,r�form wide Rooting Application Standard RAS 1 11 and applicable woad load pressure �. cI he mn with designed pressure;limitation listed shall be applicable,to 91bepermitted for enhanced field, pe.rimetors, and corners).Neither rational areaimet nor extrapolation f,lstt+nine;at enhanced pressure zones(i.e,perimeters,N�►R. Limitation#7 w U nO�applicable.) iilnit YtiuH is apeciGically referred within this l 0. All products listed herein shall have a quality assurance audit in aceordanee with the Florada Building Code and Rule 913-72 of the FloridaAdminist.rative Cade. E OF THIS .A►CCEP T CE lvIOA No.; 074219.09 Expiration Dates 11104/13 Approval page: 03/20/08 MIAN11•PAbECOUIVTY page 19 of 19 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-Workmanship: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 agre ment between the owner and the contractor. ,! 2. Renailing wood decks:When replacing roofing,the existing wood roof deck may have to be J renailed in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior to removing the existing roof system). 3. ---V� Common roofs:Common roofs are those which have no visible delineation between neighboring unit (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. a� 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 appea ce. 5. Ponding water:The current roof system and/or deck of the building may not drain well and may cau a 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 ori gi ofing system is removed. Pounding conditions should be corrected. 6. Overflow scuppers(wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water.Perimeter/edge wall or other roof extension may block this discharge if over8ow`scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers in acco ce 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 ficial to consider additional venting which can result in extending the service life of the of. caner/A nts Signature #Date Contractoi Signature Date Revised on 7/9/2009 LD �S OR Miami shores Village nail Building Department 10050 N.E.2nd Avenue �R Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 i 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: /0///4/ 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: 6t o'ne Property Address: / b 6 Aft- k/�a m' r , fZ' 33139 Roofing Permit Number: Dear B 'Iding Official: X I Ul1r certify that I am not required to retrofit the roof to wall connections of my building because: w/The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 itio f the South Flo ' Buil 'ng Code(1994 SFBC) ScLlVane Si ature Print Name State of Florida County of Dade The undersigned, being the first duly swom,deposes and says that he/she is the owner for the above property mentioned. Swom to and subscribed before me this day of ak6er 20 , :5 Notary Public, Sate of Florida at Large Notary Pu blic Slate of FWft Jean M Orte • When the just valuation of the structure for purpose of ad valo qLK 4 M"A'00, the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a G e Mitigation. Revised on 5/21/2009