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314 NE 94 St (12)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address 3114 J e c t L ( S 1 Legal Description (� - ' o Owner/Lessee / Tenant `P,c ( GC ( 5 Owners Address ► t-( e 4 4 S r Contracting Co. g S 2000! J cm Qualifier \A AL r Q I Tax Folio Historically Designated: Yes No Master Permit # Ins. Co. 50A,1e) I04.1 1 State # Ckto cl to Municipal # Competency # Architect/Engineer (OA Address Bonding Company P) P Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICA l ROOFIN PAVING FENCE SIGN WORK DESCRIPTION pe:(r teat( r-� e r"oJ ) t - ;ke, f' sec ar,pa 690 pyib oito5 ¢a-p\ acA v6ANe OcA st \-P PoL( Coaw 44011-e6',01 > (9 3 r Square Ft. \C4: Estimated Cost (value) 1 1 1 50 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named tr r rd• e work stated. Notary as to a1 7 . , ��•a %� -s I aie My Commission Expires: FEES: PERMIT RADON APPROVED: Zoning Building Mechanical Plumbing 4 /401 Signature of Contractor or Owner - Builder JAMES %3 C.C.F. (' NOTARY BOND Electrical Date TOTAL DUE Engineering 123.O1.7O eyes ''i)ppedlidQx 0VE" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Name: ROBERTS ROOFING & SUPPLY Job Address: - ( 4 mg Vp INC ROOF CATEGORY ❑ (Low Slope Application) ❑ (Nail -On Tile) (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs\Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof Re roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft Sloped Roof Area (ft') Total (ft 1 8 Master Permit No. Exposure category (per ASCE 7 -88): `J Building Classification category (per ASCE 7 -88 table 1): Ft. V/ Ft. A V Deck type:l "x6" T &G WOOD 1 ' RING SHANK NAIL Fastener Type: 12" Field: ATTACHMENT SPACING Perimeter: 6" Corner: 6 DETAIL 1 & 2 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) • S ROOF PLAN _ Page-1 Rld`s Ventilation? N/ MEAN HEIGHT Deck type: 1 "x6" T &G WOOD Underiayment: insulation: Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. 12" ROOF SLO ►e D E T A I L 3 SLOPED SYSTEM DESCRIPTION #30 FELT TYPE II ASTM D 226 N/A Futener type & spacing: 1i" RING SHANK NAI Cap Sheet: HOT MOP #90 ASTM D312 TYPE III OR IV Roo�overing: " ((q t TILE CALCULATIONS (Pmaxl: x X (Aerodynamic Multiplier): ) - M = M PCA: (Pmax2: x X (Aerodynamic Multiplier): ) - M = M PCA: (Pmax3: X X (Aerodynamic Multiplier): ) - M = M PCA: Page -2 Drip edge: 12" FIELD S 6" LAPS 2- x2i EAVE DRIP .26 GA. GALV. ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals AFP.ENDIX "r REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS A3 it pertains to }his Appeadlx "P', tuts itte respoasibttlty or a cootln% eontrpetor to -provide the owner with inc rc4utrcd roofing ppaarrmmit, to provide the owner WW1 this op 444,10 eXIIlota to the .user tlw content or this 4pIm. The provisions of Chapter 34 of the South Plo 0 Building Code OFBC)'govern all the minimum requirements and standards of the industry for robfing , system 'rut:11016 Additionally, the following items should be 'addressed as part of the agreement between the owner and the contractor: ,The owner's initial in the adJac at box Indicates that the item has been axplainedo• "h Aestlteties•Workntnships . `fie workmanship rovisions of Chapter )4 8110 fbr ,the purpose of providing %hit • the' roofing system meets the wind re and . water Intrusion performance standards. Authctles (oppcarnnce) issues arc n a consideration with respect to workmanship provisions. Aesthetic issues cinch as'color or arch ltcctural'appcaranue; that arc nor part of a toning coda, should be addreucd as part of the agreement between the owner and the contractor. a. Rcnalling Wood Decks: Whoa replacing moltingg.. the existing wood roof deck stay leave to be rcnailcd ac. ordiitee with the current provisions or Chapter 29 of tha.3F4C. (Tits roof deck Is usuaUy conccatcd prior to rcmp vint the existing roof system) 3. Common Roofs: Common eooes are those which have no visible delineation between neighboring units (Lc. townhouse; eoadominiums, etc.). In buildings with common roofs, the roofing contractor and/or owacr should notify the occupants of adjacent units.of roofing %Yore. to be performed. 4. Exposed ceilings: f.xposed, open beam ecIliags are where the underside of the roof decking can be vlcwcd from below. Tha owner may wish to maintain the•arcltiteettual appearance, therefore, roofing nail penetrations of the undonlde of the decking may not bo oceeptable. Tito SFBC provides tits option of ntaitttainina this ( s eppcarencc. $' onding tauten The current roof system .:.doe deck of the building may not drain well and may cause water to pond (accumulate) in low-lying 'areat'of the roof. Pondtng can be an indication of structural distress and may require .the .review of o professional structural engineer. ?sanding rnoy shorten the fire expectancy and performance of t new roofing system. Pondtng conditions ntay none evident until the original roofing system Is removed. Pondtng conditions should be corrected. , 6. Overflow Scuppers (wall outiets)t It Is .14qulred, that ratr)water flow off so dial the roof 1$ not overloaded from a build up of water. Perlmeterledga malls or oilier roof extensions may block tines discharge if overflow scuppers (wall outlets) arc not provided. It may W necessary to install ot'erflow scuppers in accordance with Chapter 23 of the SFBC. Owacr's/Ageat's Signature 7. Ventilations Most roof gtrtnctures should have somc.obility to vane natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It ms • be beneficial to consider additional v nting\ inch can result in extending the service life of the roof. '�. The owner may contact the Miaml•Dadc bounty Consumer Services Department for further infomnlion'resarding tltc•above. Dole Coatroctor's Signature 954 4'(D e�o� ,.,.199 -9*3 O3114P Pclyfosm Products Inc. PR* DUCT COF C.CE r Polyfoam Products, Inc. 2400 Spring - Stuebner Road Spring, TX, 77333 ACCIF.PTANCE NO.: 96- 0303.02 Renews: 96 0402.Q EXPIRES: 04/16/0 APPROVED: 04 06/98 1 954 475-1462 P.02 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BU1LDtN6 t40 WEST FLAGLER STREET, SUITE 1609 MIAMI, FLORIDA 33130. (305) 375.2901 FAX (305) 375.2900 PRODUCT CONTROL DIVISION (305) 375 - 2902 FAX (305) 372 -6339 Your application for Product Approval of: nn to c. "P A.- 1•II" , of':'i1e lPa 6ve under Chapter 8 of the Miami -Dade County Codc governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: The Center for Applied Engineering, be. atnd Mlles Laboratories Polymers DoVLRIon has been recommended for acceptance by the Budding Codc Compliance Office to be used in Dade County, Florida under the specific conditions sct forth on pages 2-14 and the standard conditions on page 1:3. This approval shall nut be valid after the expiration date stated below. The Building Code Cotpliance Office reserves thc right to secure this product or material at any time from a jobsitc or manufacturers plant for quality control testing. If this product or material falls to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Codc Compliance Office reserves the right to revoke this approval, iF it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The cxpensc of such testing will be incurred by the manufacturer. R ul Rodriguez Product Control Supervisor s EC T:' IS ;S T `Ov RSHEET SEE ADDITIONAL PAC/ ' ' ii' CONDITTO S 13jjgl @IVG COD COMMITTEE . This application for Product Approval has been reviewed by the Miami -Dade County Building Code Compliance Office and approved by thc Building Code Committee to be used in Dade County, Florida under the conditions Sgt Forth above. (0 Ik IC ND GENERAL Charley Danger, P.E. Director Building Code Compliance Dept. Miami-Dada County 05/19;98 TUE 14:27 FAX 305 863 9692 ateggza Roofing Component Sub - Category: Fastening/Adhesive '1__; Roof Tile Adhesive Sub - Type: Two Component Polyurethane Contact: EAST COAST SUPPLY a aoG May -19 -98 03:14P Palyfaam Products Inc. POLYFOAM PRODUCTS, INC. Product Control No. : 9 -030 2 PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING COIeRPONr.N r APPROVAL Applicant: Polyfoarm Products, Inc. 2400 Spring - Stuebner Road Spring, Texas 77383 -1132 Approval Date: ,�rno•iD l6. .9 System Description Palyfoam Products, Inc., produces two-component expanding polyurethane adhesive for the attachment of clay and concrete roof tile. Polypro® AI.1160 is specially designed for application of concrete and clay roof tile over a variety of roof deck substrates and undcrlayment materials. Polypro® adhesive is applied with proprietary Foatnpro®1 TF1000 dispensing equipment. Approval of this product is specific to the two component mix and Foampro® RTF1000 dispensing equipment. Alternative methods of dispensing will require a revision to this approval. Polypro® adhesive shall be applied only by 'Qualified Applicators', licensed by Polyfoum Products, Inc. Certificates and identification cards are issued to applicators upon successful completion of a application training program. Approval of this adhesive system is contingent upon application by a 'Qualified Applicator. Pat Murray F.O. Box 1132 Spring, Texas 77383-1132 Phone: (713)350 -8888 Fax: (713)21184)450 964 476 -1 62 P,03 Product Control No,; p8- 0303,02 Expiration Date: Ane10 86.10Il iaj 003 POLY FOAM PRODUCTS, INC. Product Control No.: 8.0 3. Test Product Prod t Dimensions ecilcations 11)escri lo2 Polypro ®AHI60 N/A PA 101 Two component polyurethane Foampro® RTF 1000 TIDE: NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT N/A See Detail Attached Dispensing Equipment Page 3 of 15 Frank Zuloaga, RRC hoofing Product Control Examiner May - 19 - 98 03 :14P Polyfomm Products Inc. POLYFOAM PRODUCTS, INC. Product Underlayment Roof "file 954 475 1462 TRADE NAMES OF PRODUCTS MANUFACTURED 1W OTHERS Test Criteria Product Description PA 120 All Dade County Component Approved products as detailed in Dade County Application Standard PA 120 PA 101 All Approved roof tile systems having tested in compliance with Dado County Protocol PA 101, as detailed in the systems section of this Component Approval Page 4 of 15 954 475 -1462 P.05 Product Control No.: 98 -0 0O. Manufacturer All Dads County Approved Products All Dade County Approved Products +r,,, V v May - 19-98.03 :14P Polyfoam Products Inc. 954 475 -1468 POLYFOAM PRODUCTS. INC. Te t Agency -iter for Applied gineering enter for Applied Engineering Center for Applied Engineering Center for Applied Engineering Center for Applied F.nbineering Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Southwest Research Institute Trinity Engineering Test identi ep Test Narne/Ren_Q4 #94060 257818.1 PA 25.74383 25- 7438.4 25- 7438 -7 25 -7492 NB-589-631 9637 -92 016743 -011 01- 6739.062b(1) 7050.02.96 -1 "WEST REPORTS Page 5 of 15 Miami Dade Protocol PA 101 Miami Dade Protocol PA 101 SSTD 11.93 SSTD 11 -93 SSTD 11 -93 SSTI) 11 -93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 PA 114 Product Control No.; y8- 03.02 Frank Zuloaga, RRC Date 04/08/94 12/16/96 10/25/95 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 03/14/96 P.06 ru e Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content 554 .q 19 -9✓6 03:16P Polyfoam Products Inc. POLY OA I PRODUCTS, INC. TYPICAL PHYSICAL PROPERTIES AS'I M D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2 126 ASTM 1) 2856 Page 6 of 15 1.6 les. /ft.' 954 475 -1462 P.,07 Results 18 PSI Parallel to rise 12 I'SI Perpendicular to rise 28 PSI Parallel to rise 0.08 I.bs. /Ft 3.1 Perm / Inch 86% Product Control No.: 9s-0303.O ,; +0.07% Volume Change © -40 F., 2 weeks +6.0% Volume Change @a 1513 °F., 100% Humidity, 2 weeks Note: The physical properties listed above are presented as typical average values us determined by accepted ASTM test methods and arc Aubject to normal manufacturing variation. 1 v .. 11..J. OVJ ZIU L. J. tli.�J1 M 19_98 03:15P Polyfoam Pr odu T-S Inc. Deck Type; Deck Description: SYSTEM A: Slope Range: Roofing Tile: 'L rrLl POLY1F'OAM PRODUCE'S, YNC. Product Control No.: 98-03N.02. 5 YST EMS Wood, Non - insulated, New Construction/Reroof 15/32" or greater, plywood or wood plank. Adhesive Set Application 2 ":12" to 7 ":12" 964 476 - 1462 P.08 Undcrlayment: Shall comply with Miami -Dade Roofing Application Standard PA 120 Any roof tile assembly having a current shall be applied in compliance with the Component Application section and the corresponding Placement Details of this Notice of Acceptance. The adhesive attachment shall provide stifficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Miami-Dade County Roofing Application Standards PA 1 1 S or PA 127. The adhesive attachment data is noted in the roof tile assembly NOA. Comments: I. All 'System Limitations' noted in the tile Roof System Assembly Product Control Approval shall apply. Page 7 of 15 LJ UUb "lay- 19• -98 .03:15P Po1yfoam Products Inc. 9b4 475 -146 P.O9 POLYFOAM PRODUCTS, INC. Product Control No.: 98.0301 Deck Type: Concrete, New Construction /Keroof Deck Description: New construction SYSTEM B: Adhesive Set Application Slops R.nge: 2 ":1 to 7 ":12" Roofing Tllc: Underlhymcnt / Install Approved underlayrn nt system of one of the following: Waterproofing: Undsr1eyment: (30/90 Fiot Mop) fully adhered in a full mopping of ASTM L) 312 type W asphalt applied within the EVT range. Back nailing and laps shall. be in compliance with Roofing Application Standard PA 120. Con�tt9cen8.a: SYSTEMS (CONTINUED) Any liquid applied roofing system having a current NOA for its use na n tile underlayment system. Any roof tile assembly having a current shall be applied in compliance with thG Cornponent Application section and the corresponding Placement Details of this Notice of Acceptance. The adhesive attachment shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Miami.Dade County Roofing Application Standards PA 115 or PA 127. The adhesive attachment data is noted in the roof tie. assembly NOA. 1. All 'System Limitations' noted in the tile Roof System Assernbly Product Contro( Approval or waterproofing component Roofing Component Product Control Approval shall apply, as applicable. Page 8 of 15 Frank Zulciaua. RRC Table 1: Adhesive Placement For Eacb Generic Tile Profile Tile _ Profile Placement Detail Two-Piece Barrel NI 'S' Shaped #2 Double Roll N3 Flat tid May-19-98 Po 1 vfo im Products 1 r)c . POL YFOA.M PRODUCTS, INC. Product Control No.. 98.0303.02, COMPONENT APPLICATION 1. Polypro® AI -I 160 tile adhesive shall only be applied over an underlayment installed in compliance with application instructions detailed in its NOA.. Underlayment may be any underlayments or undertayment systems listed Miami -Dade County Roofing Application Standard PA 120. 2. Adhesive application shall be in accordance with the instructions provided herein. Tthe manufacturer may provide additional instructions subsequent to this approval date which may prevail. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. 3. Calibration of the Foarnpro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A) : 1.0 (B). The dispense tinter shall be set to deliver 0.08 to 0.15 pounds per tile as determined at calibration. No other settings shall he approved without revision of NOA. 4. Adhesive shall be dispensed in a 17 In' to 23 in' pad at time of application. The cured pad shall be approximately 5" x 12 ". Foam placement shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires a specific placement, as noted in Table 1, below 5. Adhere tile directly in freshly applied adhesive. Tile must be set within 2 to 3 minutes after foam has been dispensed. Page 9 of 15 P_20 Frank Zuloaga, RRC May-19-9S• 03 e 16P Po iyfcam Produe_ s l r.c_ . SYSTEM LIMITATIONS t34 4/ 6 P. 11 POLYFOAM PRODUCTS, INC. Product Control No.: 9g- 0303.Q2, 2. Polypro® AH160 ndhesive shall be installed only by 'Qualified Applicators' approved and licensed by Polyfoam Products, Inc. 3. For adhesive set the applications, a field static uplift test by a Miami -Dade County accredited testing agency, in compliance with Miami -Dade County Roofing Application Standard PA 106. shall be required not less than 72 hours after application to confirm tile adhesion. 4. Refer to application drawings published by the National Tile Manufacturers Association for penetrations and terminations, as well as the 'Placement Details' included with NOA. 5. Refer to tile Roof Tile Assembly Product Control NOA for system acceptance with this Component. 6. Refer to the Prepared Roof Tile Assembly for fire rating. 7. Polypro® A1-(160 shall not be exposed permanently to sunlight. 8. Polypro') AHI60 shall be applied with Fonmpro RTF1000 dispensing equipment only. 9. Polyfoam Products Inc. shall supply Building Official with a list of 'Qualified Applicators' approved and licensed by Polyfoam Products, Inc. Pact. 10cif;j park 7.!nai PRC 05/19/98 16:37 EAST COAST SUPPLY y 954 475 1462 " -1g -96 03 : 1 6P Poly-Foam Products Inc. ■LYPOAS PRODUCTS, Ba\TC. F4 YavH C:GINagil tiplado c`.soa �® P..io. 1?' Oo 1 OPOIn .lo. =Mee Ma. 7r 10a 1)Plesa annenes, • dw .odors 17 u aims. Inaba. In eft *AO ,==s epa top d11za �+. Brae w. Aiaal io weaned Dawn. 61 pan Ulna. Emmen sore aria .l 's. &no @wen Wee re Snob ad nano Z000 olaco■n7o ( 4cy obOa PLACEMENT DETAILS qc‘=316400 r Itsnallssallons. linoto 0,=r0 Placement Detail al: Two-Pi cc Darrel Profile NO.185 P001 ad1 Qbrex-,y,-j p tLo (lea® mem/red trg 954 47S -1462 P Product Control No.: 91 -0303 03 on 1.4.4,611.1Lnel ogle'+ e0 116w 05/19/98 16:38 EAST COAST SUPPLY 954 475 1462 • May-19-98 03:16P Po lyfoam Products Inc. POLYFOAM PRODUCTS, INC. Product Control No.: 98- 0303.92 Cpl' aboowgi pianalc. (GvAar repairrd by r b PLACEMENT DETAILS (CONTINUED) A ca 9 97 0o 83 apILB210 Weimar 14 g entlitt 11130 Illy Q ovo dre7o Pcodo Placement Detail #2: 'S' Shaped Tile Profile ccr B463 li©(y) NO.185 P002 954 475 -1462 P.13 6 , ;('5 1452 May-19-98 03:16P Polyfoam Productz Inc. 954 475-1452 AM PRODUCT'S, INC. Meedi ittitteNsio pie,m40 ape=1 N041061 PV.01 d:r) PLACEMENT DETAILS (CONTINUED) Pbtcemega retail 404: Rae Profile Page 14 of 15 Product Control No.:9LOALQ2 ° ?OLYFOARM PRODUCTS, INC. — • .y • •••• ca n r r v Li LA s 1 n 0 • , %1d1 OctiN.403 pteasikg t (ctrtaggs a.,,aade e y , PLACEMENT DETAILS (CONTINUED) od kelay. CS4wro.401a4ty 4 np Or® Av 0=stl czf:... achiwo 9943 oq.eop lamteso Ao metagg cs9441 Oft tat% Pincer:nut Detail #3: ®oubOc ProQidc Page 13 of 15 954 475 -1462 P_14 Product Control No 98_0311.32 f2evo 1 .14===abrO Frank Zuloags. RRC flooring Produc? (nnvrnl or.,: POLYFOAIVI PRO! UCTS, a1�1C. Podyfomaes Products, fine. 2400 Spring- Stuebner Road Spring, TX 77383 r" .yroam t't^oclucts In 954 $75 -146 Page lSof15 Product Control No. : 9 _ 303: ACCEPTANCE NO: 9 0 3a)3. Z APPROVED :.aril1161g98 k X.PJR.ES : aanzjak OTI 'F: OF AC E>PT. 'TAN 11Alt! CON HT! 1 Renewal of this Acceptance (approval) shall be considered teller a renewal application ha original submitted documentation, including test supporting a been fried and the eight (8) years. original data, engineering documents, are no older than 2 Any and all approved products shall be permanently labeled with the manufacturer's name following Statement: "Miami -Dade County Product Control Approved ", or as specifically stated state, and the specific conditions of this Acceptance. Y led in the 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of thi the product is not in compliance with the code changes, s product and b) The prxxluct is no longer the salve product (identical) as thc one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, correct installation of the product; d) The engineer who originally pre including the pared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and/or manufacture of the product or roce shall be cause for termination of this Acceptance, unless rior written filing ofa revision application with a p approval has bcenpcqucst d (through the ,lly appropriate fie) and granttee d by this office. Any of the following shall also be grounds f removal of this Acceptance_ Q a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, ado purposes. creisinp or any other 6 The Notice of Acceptance numb expiration dote cc cr preceded by the words Miami.Dade County, Florida, and followed by the p dis la y d c , then it shall ll be done be done i n its entirety. of advertising literature. If any portion of rate Notice of Acceptance is may 7 A copy of this Acceptance as well as a provided to the user by pproved drawings and other documents, where it applies, shall be y the manufacturer or its distributors and shall be available for inspection at the job site at all times. Th copies need not be resealed by thc engineer, Failure to comply with an Acceptance. Y s action of this Acceptance shall be cause for termination and removal of 9 This Acceptance Contains pages 1 through 15. END OE: TIIIS ACCEPTANCF O P.16 BUILDING INSPECTION DEPARTMENT MO AW SSHUR S VOLLAGE Owner's Name and Address )71%19 Registered Architect and /or Engineer Name and address of licensed contractor APPLLOC A,TO N FoR BUOLDDONG PC °MOT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Location and legal description of lot to be built on: 0 Date No._erE Street f, 19 Lot Block Subdivision Street and Number where work is to be done State work to be done and purpose of building (by floors) _ v - � Y IV140.2 �' e - - - and for no other purpose. ew Building Remodeling Addition Repairs No. of Stories Disapproved = 9/Z ( Signed) To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $__� Amount of Permit $ Cf� Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this licensed b M' iSh Village. as are y Miami ores ll i age. Remarks (Signed)_ 7e l Building Inspector My Commission Expires Date Chairman Member NING BOARD DATE Member Member i STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No Date 7 2- 3- -.>" Read, Sworn to and Subscribed before me. Notary Public, State of Florida to me well known, Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. MUAMO SHORES VOLLAGE BUILDING INSPECTION DEPARTMENT ! , / '' „/ // APPLICATION FOR BUILDING PERMIT i L V6, Application is hereby uinde for the approval of the detailed statc,,,.•nc w we plans and specifications herewith submitted for the build ine or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. 18.13.3 Owner's Name and Address .. Mrs, J. Law Davis _ N 14 st E,...S4th Registered Architect and /or Engineer ...,. ..... ..• ••, ... .. ,..,*..••,••••,• ..... �„ Name and address of licensed contrsctorGambi11 Roofing Repair 9/Q0 N. W. 2nd Pl, Mia, Shores Local:on and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 3 14L 9.tk$.YI.. State work to be done and purpose of building (by floors) aQX.aPR'...Da CYI r and replace new gravel in this area, and for no other purpose. New Building Remodeling Addition Repairs Yes No. of Stories 1 To be constructed of Kind of foundation Roof Covering . C.r.ay.e.1 _ Estimated Total cost of improvements $.....5 STATE OF FLORIDA, COUNTY OF DADE. Permit No Disapproved (Signed) .._. ss. Date Date Amount of permit & 20.00 Zone cubage required .Plan Cubage Distance .to next nearest building. Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be ser.t to. The uniler.icncd applicant for this budding permit does hereby certify that he understands and accepts his obligations .s an employer of Libor under the Honda \\'orkiucn's Compensation Act. being Section 596G, Compiled General Laws of Florida, Perinancnt Supplement, ant: :ins complied s.itli the provisions thereof, and will require similar compliance from all contractors or sub - contractors eJp pl4cd by him in tl.c work to be performed under this permit; and will post or cause to be posted for ins ection on the site of the worlf.(uch public notice or noticcs as arc required by the Act. The undersigned agrees to employ only such su ntractors, on work tob rforrned under thin R State kRc002133.9 (Signed 4gi � r pen ^it, as are licensed by Miami Shores Village. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared _.... to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of tl:e above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Read, Sworn to and Subscribed before me. Notary Public, State of Florida Building Inspector My Commission Expires PLANNING BOARD ................ _.._......DATE Chair:nrn Member \1crr.b.r Mcmbcr Mcmbcr Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained fmtn tl,c 1'Luutir. llu.ird. A re•m.pi•etion fee of $1.00 will be charged when such re- inspection is made necessary by Improper notice for inspevtinn oz faulty materials anu /or workmanship. 5 BUILDING ?l�uli PERMIT APPLICATIOl 8 Kra FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address City ) Tenant/Lessee Name 3( Al 1 � � e SYzr/1 s State Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Contractor's Company Name Contractor's Address 59/0 S �<J Cit / A Xi_ f Qualifier 44((2./61.A 60 A....)2.4,1.-6. Z State Certificate or Registration No. G 'CQQ(77 $ Value of Work For this Permit 14or Type of Work: Describe Work: Submittal Fee $ Notary $ Scanning $ q• oc (Continued on opposite side) Radon $ Code Enforcement $ Total Fee Now Due $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 State Pc Structural Plan Review. $ Master Permit No. Electrical - Phmbing Mechanical SelA R-- LOA/0 S' Permit No. <-F c %, O l Phone # Zip '3 3 /' j Phone # 3/1 N6- ei cj S �" County Miami -Dade Zip NO P AD lu/S �UC.�n �DUS'T'6 Z(CTloco Qne # 93 p Architect/Engineer's Name (if applicable) Phone # Zip Certificate of Competency No. Square Footage Of Work: a6 O® ❑Additio n ❑Alteration New Repa'- eplace * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Zoning Bond $ . ❑ Demolition Permit Fee $ (� 0 CCF $ q • (o 0 CO/CC Training/Education Fee $ J- 2-0 � Technology Fee $ .J • 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 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 approy and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this 0 day of = ! J:+ J , 20 (Q by (�S C�2 O �/ , day of NOTARY PUBLI Sign: Print: My Commission Expires: / - 3 ('7 ? ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 or who has produced who is personally known to m As identification And_wtos&alie api g�tl_ _ _ _ • • .+ J1 CARLOS A URBINCTARI` PUBLIC: (6 % .:Notary Public - State of Florida i • 31.2007 sign: Commission # DD237068 ■rint: Contractor The foregoing instrument was acknowledged before me this , 2.00C , by . Act ed A-'i,* * * * * ** • My Com who has produced as identification and who did take an oath. � � n * * * * * *' * ** *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Prepared by and return to: Jeffrey S. Hersh, P.A. 301 West 41 Street Suite 400 Miami Beach, FL 33140 305 - 534-2230 File Number. 194.0010 Will CaII No.: Parcel Identification No. 11- 3206 - 013 -6190 ,I (Space Above This Line For Recording Data] 'WERTsurmty Deed (STATUTORY FORM . SECTION 669.02, F.S.) This Indenture made this th day of January, 2006 between Terrence Sheahan and Cornelia Voigt, husband and wife, whose post office address is 326 Northeast 94 Street, Miami Shores, FL 33138 of the County of Miami -Dade, State of Florida, grantor*, and Oscar Longa, a married man, whose post office address is 314 Northeast 94 Street, Miami Shores, FL 33138 of the County of Miami -Dade, State of Florida, grantee*, — Witnesseth, that said grantor, for and in consideration of the sum of TEN AND NO /100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida, to-wit: Lot 11 and the West 1/2 of Lot 10, Bloch 46,AMENDED PLAT OF MIAMI SHORES SECTION 1, according to the Plat thereof, as recorded in Pint Book 10, at Page 90, of the Public (Records of Miami -Dade County, Florida. Subject to taxes for 2006, and subsequent years; covenants, conditions, restrictions, easements, reservations and limitations of record, if any. and said grantor does hereby fully warrant the title to said land, and will defend the same against lawful claims of all persons whomsoever. • "Grantor" and "Grantee arc used for singular or plural, as context requires. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. Signed, sealed and delivered in our presence: State of Florida County of Miami -Dade t � - ti (((((( T errence Sheahan `. L ie Voigt (Seal) The foregoing instrument was acknowledged before me this th day of January, 2006 by Terrence Sheahan and Cornelia Voigt, who [ ] are personally known or [X) have produced a drivees seas identiiti ,,,,,,,•., Jeffrey S. Hersh , � [Notary Seal] 2*: � s Cotntaission8 DD132171 Notary OS 3ma )o Exp July' @ 21 ', ,,�n� 1-800-3SO4161 jtAereL C- de/5)-7 My Commission Expires; l O 1 C.D Printed Name: he [Tr C C n 4- : —[- -.' 5 -hv t. _l DoubloTlmea Q SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building 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 and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues 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. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system).. O 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 occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: 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 penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the / option of maintaining this appearance. (/ 5. 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. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to_install overflow scuppers in accordance ...:.... ...,.;ice �....;;;y •�ndv, .�..,,,;::y. - _ .. 4 7. Ventilation: Most roof structures should have some ability to vent natural the structural assembly (the building itself). The existing amount of attic beneficial to •nsider g itional venting which can result in extending Owner's/ • ent's Signature 3 9Vs 19(1 Property Address Permit Number nnces trunomg Depan7nenr v2 of i° 6 Date Contract airflovv thro h the interjpr of all not de re uced.:It maybe the tddf: • • ignature •••• • • •• 0••• • • • • • • • •• •o • 0 0000 • • 0.00 0 • • 0 • 0 0• 0 0 0 0 0 • • 0000 0.0• 0 0 • • 0 • 00•••• •° • 000••• 0 • 00•••• 0 • 00••• • • o•.•• 00•••• •• • 00•••• 0 • 00•••• 0 • ihy ■ •s •• ■ L • ■ � d : or : i road := 5 °■ _ L i up t ii /. � 1 ■ .. lima -, = %ug ■Gliufi: t J 1T1 p/ — T-..' , o o� t 1 -- � - 1 1 i i•,t ]_1 1 1 1 1 1 1 1 t 1 i 1;, I 1 IlJ 1 _171 11T 'r_l I 1 14 d E -�_� J T' . _ _ .1 ; - 1 1 i i l 111_:11 II11 nit ■- J _�- :- - '■ ■- _ _ ■ -� _ TT11 j 11 MUNN ft T1 '1 1 1 1 1 11T -iTT- '1�IT -- ■ 'i 1 II - 1 AJ !LI 1 1 i MI 1 _ :A F: . - ot . AP ; ■■ i i r; _ ■ II a r : - : d C■ ■ o ■■ l u Er i -� .a _ .J In •Ime f 1111111111 horamsolgibli.. ^^ x:11; l � - = Il l -- - n1 1I111i1 _ = � = =�J � � 4 - -__ }- _ _ _ 21 i i i1il T = 1- 1 f 1 1� b I'tl - 1 -1 11 II � 11111111 - 7 1 11 - 1i :. 1 1 11.ii ; 1Sf I _ ,1 1 — � - - - _ -- _i -J 1 i - 1 1 1 1 1 1 1 1 1 1 1 1 1 ; 1 ( .i.,j ill/ VA , I - i i 1 1111111 i1� 1 it 1 11 �Ti - - i i j_ ail T it �. I f LrTr i r i I t 1 1 1=jTj 1 1 1 1 { 1 I 1 l - i - itii T 1 I I 1 4 1 x 1 1 T; 1 1 j i_, -1'11( __ -- t, 1_ t4 1 1 11 i i _ !-1-1_1 1� _. V��! _ l 1 I 11 i1 1 1 1 1 1 1 1 1 $ i E -_ _ i 23 01 48 5 /0;3 PARE 2 Section (General Information Ouster Permilt fro. O( 1 Process Mo. Conttractor°sa game AA q G (\c Job Address 3 L ( l . 9 l-[ s T ow SIopa Asphaltic Shingles 0 NGW ooff Ill�ng C • de EditIon 20 H , h V Hurdcane Cone Uniform Permit Halton I�0 Isla D NechanIcally Fasten • F CATEGO Y TO mrtar /A Wood Shingles /Shakes Are there ® Prescriptive 53 JR- AS in Gas Vent Stacks? Yes ❑ No ROOF TYPIE Type: Natural ❑ LPGX e___ Panel/Shingles e- Roofing 0 Recovering (Repair ® Maintena ce �,1, GGIe (ROOF SYSTEM INFORMATION J1 C Low Slope Roof Area (SF) Steep Sloped Roo? Area (SF) Total (SF) GO c1000 S = ct on r= (Roof PIanl Sketch Roof Plan: Illustrate all levels and sections, roof drams, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. • • • 0 ••• • • • 0 ••• o ••.• • • • © •••S • • ® • • 30)'. 5.19 ' 3 Fill In Spreclflc Roof &assembly Components and Identify Manufacturer (if a component is not t.•aed, Identify ea 'NA System Manufacturer NOA No.: (T — O 7 o 1- 0 7 Design Wind Pressures, From RAS 128 or Calculations: Prnax1: / 2 Pmax2: Z • PmAx3 / 2 4 . 7/ ' Max Design Pressure From the Specific NOA System: - c5 ' Z s rype: P t /u'CC 9 • Gauga%rhicim ess: ?/O Slope' • / 2 Ancnor/Bade 3Ceet & No. of Ply(sc / 71))1-)b6-'4.4 7 s Ar1c o S heet F nerfBonding Materiel: Insuletlon Case L Lyer: Sore Insulation SZze and Thickness: ?; a Ineu�tlgR F isteneriBondtng Materist: 1 1JJ //� Top insulation Layer. Top Insulation Stza end T? k near: Florida Building Code Edition 2002 h Vetocfty Hurricane Zone Uniform Permit Appficatfon F Too Insulation Festerlednspnding Material: I / Base Sheet(s) & No. of Py(s): �� h Base Sheet FasteneN6ondl ?p Material: 1J I� � Ply Sheet(a) & No. of Ply(s)C7--) n J r Ply Sheet F stener1(.� onding Materiel: 5T `E 1 AcD t' pr T YI'e y Top Pty: f1 11 L � rA To Pty Factory/ Bonding Material: t P / -rn LT T '1 . S `1 Section C (Low Sloped R2of Systiuni P Surfacing: ' i Qb a U L > i `..1 Fastener Spacing f ,r Anchor/Base Sheet Attachment Field: oc ? Lac, g owa oc Perimeter ✓ ' x L!. ), Rows y ' oc Comer. ( r • -% •x Lap, Rows LJ • oc Number of Fasten Ts Per Insulation Board Field Perimeter Corner Illustrate Components Noted and Details as Appllc: )le: Woodblocking, Guttc , Edge Termination, Stripping, Flashing, ontlnuous Cleat, Cant Strip, Base Flashlr Counter- Flashing, Coping, Etc. Indicate: Mean Roof ' Parapet Height. Height of Base Flashirg, Component Material. Material Thickness, 'r .stoner Type, Fastener Spacing or Submtt Manufacturers Details that Compty with RAS 111 aud Chapter 16. 9 F Ln • • • 0 • • 0• • • • FT. t.T Parapet Height • • • • • • • • • • • 0 • FT 000• • • 0000 •• le • ° • • •• •• •• 0 0 0 0 0 e • 0 • 0 0 0000 • o • 00 • 0Ci •••• • • • 0 •••• • •••• • e 0b••• 10• • 0 0 • • • • • •• 0 0 • • • • q••••• 9 • Roof System Manufacturer: MCA/V.9 , / Notice of Acceptance Number: 7 2 - /20 5 - 7 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: , P2: /' P3: '/ - ' ,1?":1 7, ; PPCinn Pres S ijr (From the NOA Specific Systiem j: ' r ri Method of tile attachment: • / - e ,� ( q u 4 i, Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Roof Slope: : 12 Section 0 (Steep Sloped Roof System) Steep Sloped Roof System Description Deck Type: ype Underlayme t: .l nsulation: Ridge Ventilation? Fire Barrier: Mean Roof Height: / / 0/a • .00• • • 0000 astener Type & Spacing: dhesive Type ype Cap S oof /y - -naf /5 z � s/; T v .5. sL &ep Q heet: Covering: -# 9 o T` /n 1-t ovt r .rr T;:l/ �`o � • . / •• Type & Size Drip Edge: • 0 • • 3X3 �lD CaAV �- 00•••• • •• • ..l... • • . ••••• 0 Where to Obtain Information Moment Resistance Mean Roof Height - Roof Slope 1 1 • ° • • lb Description Symbol Where to find 2:12 3 • 36.5 3 38.2 3 • Deem Pressure P 1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared iv, iPE based o ASCU • • Mean Roof Height H Job Site 39.8 _ 30.4 3 32.2 3 33.8 3 Roof Slope g Job Site • 30.1 3 • • _ _ • _ a Aerodynamic M lier X NOA 294 3 30.5 3 32.4 7 :12 2 24.4 2 Restoring Moment due to Gravity MI NOA - • • Attachment Resistance M NOA • • • • • • Required Moenuu Resigmnce M, Calculated • • •••• Minimum Attachment Resistance F NOA • e • • • . Required Uplift Resistance F, Calculated • _ • ' Average Tile Weight W NOA Tile Dimensions )= length w= width NOA All calculations must be submitted to the Building Official at the time of permit application. M Required M Moment Resistance Mean Roof Height - Roof Slope 1 1 15' 2 20' 2 25' _ _ 30' 4 40' 2:12 3 34.4 3 36.5 3 38.2 3 39.7 4 42.2 3:12 3 32.2 3 34.4 3 36.0 3 37.4 3 39.8 4:12 3 30.4 3 32.2 3 33.8 3 35.1 3 37.3 5:12 2 28.4 3 30.1 3 31.6 3 32.8 3 34.9 6:12 2 26.4 2 28.0 2 294 3 30.5 3 32.4 7 :12 2 24.4 2 25.9 2 27.1 2 28.2 3 30.0 ..;•1! • Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. For Moment based tile systems, choose either Method 1 or 2. Compared the valves for M. with the values from M,. If the M valves are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. (P,: ys. (P2: 97- / ( P 3 7 - Method 1 "Moment Based Tile Calculations Per RAS 127" s k•Z = /3•OO) -Mg: - os = M r , 6rf> NOA Mr a l .Z�� =Z1•=/ ) -Mg: �n'OSs z2/ Y� NOAMt `K S xis - Z f 9 = Z ? -'12))- Mg: 6 •05 21 '/3 NOA Mf Section E (Tile Calculations Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Reslstance.(M From Table Below • :z:.:. NOA M °Must be used in conjunction with n list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pi :_x1: = w:= )- w: cos t9:_= F NOA (P x1: = w: = -W: x cog a : = Fr2:_ NOA (P3: xl: 1 w: =)- W:x cos 9 := F NOA • r- • • • 00 00 • • 0 0 00 • 0 0•••• 0 • •••• • • • ••• • • 0 - ••• 0 •••• • 0 • • • • o • o •••• • • • • • • • 1.;11A M FDAt 11UTT.DrNC, CODE COMPLIANC .r)FFiCF, BC (tll PRODUCT CONTROL DrvISTON NOTICE OF ACCEPTANCE (NOA) 1 r GAF \Raterial Corporation 1361 .Alps Road Wayne, NJ 07470 SCOPE: This NOA is being The documentation Review Comrr ttPe lunsdiction (AM issuedinder the applicable rules and regulations governing thtr aise of construction materials. subt ited has been reviewed by the BCCO and accepted by tt : Building Code and Product to he..t, e.(I.ln Miami Dor1e C'nunr\mpd ether areas where, a.11ar._ 4 by rhP..Aothnrity it )0 (- )D (:t∎l nt / Z Lt This NOA shall not be ualid after the expiration date stated below. The Miarr. Division (In Miami Dade County), and /or the AHJ (in areas other than Miami C have this product or material tested for quality assurance purposes. If this produ the accepted manner, the manufacturer will incur the expense of such testing revoke, modify. or suspend the use of such product or material within their jurist to revoke this acceptance, if it is determined by Miami -Dade County Product Col. material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply w,� Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's nan following statement: "Miami -Dade Bounty Product Control Approved ", unless oth RENEWAL of this NOA'shall ° be considered after a renewal application has beet change in the applicable building cods negatively affecting the performance of thil TERMEINATiON of this NOA will gccur after the expiration date or if there has materials, use, and/or manufacture ofithe.product or process: of this NOA product, for sales. advertising or any other purposes shall automatically terminate .. with any se.ction of this VOA shall btu cause for tertiunation and refnoval of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade C the expiration date may be&displayed in advertising literature. If any portion of th be done in its entirety. ifiAkfi -DARE COUPrTt''. FLORIDA "iETROLDADE F1 kGLFPP BUILDtNG., 140 EVE FLA1GLRR STREET, SUTTE 160f A4IAA -11, FLORIDA; 33130 -15533 ,1 3h5 -2901 FAX (3051 37 5 -29081 r . -Dade County Product Control -de County) reserve the right to : or material fails to perform in :nd the AHJ may immediately :lion. BORA reserves the right : Division that this product or a • the High Velocity Hurricane e or logo, city, state and "rwise noted herein. filed and there has been no product 0000 0 0.00 • ? • eea a rawisioe or chrige the an ettdore ent oran}t • its VO•R.•Pfillure to corriply •••• •• • • • • • •••• e•e• • • unty, F.rigl ? and fdUv 1 by NBA .5•disp,Iayed then,t shall • • 000• • • • • 000 • • • INSPECTION: A copy of this entire VOA shall he provided to the user by the m; iufactur@t°or's distri>jut7o'r;a •• • and shall be available for inspection, at the job site at the request of the Building 0 .acial. This NOA ws NQA #42-0408.09.aod consists ofpages_1_through <2 The submitted documentation was reviewed by Frank Zuloaga. RRC 404 No: 13- 0591.05 F,xpiration Date: 11/44/0$ > pprnval Date:10/23 /03 Paste 1 of 21 0 0 • • 0 • 0 • o 0 • 0 • 00••• • • 00••• 00•••• • .• 00•••• 0 • 00•••• 0 • Deck Type 1 Deck Description: System Type E All General and Syst Base sheet: Wood. Non-insulated • i or 'greater plywood or wood plan decks Base sliet mechanically'lastened. ein Limitations shall apply. va •••• GAFGLAS 480 Ultimary Base Sheet. STRATAVE Perforated Nailable, RUBEROID Modified Base Sheet, RUBEL AD® 20, RUBEROID SBS Fleat-Weldn Smooth or RUBEROID SI3S HeatAveld 25 hale et mechanically fastened to deck as described below., Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex Ply Tu 6, GAFGLAS 475 Base Sheet or — - - f 0 • "- Tlg nails and tin caps at a fastener spacing Of 9" o.c. at thc lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure -45 psf, See General Limitation #7). GAFGLAS® Ply 4®. GAFGLAS Flex Plyrm 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTITE) 412 or 41 Screws and 3" Plates, o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" oc, the field of the sheet. (Maximum Design Presszire -45 psf, See General Lir..itation #7) GAFGLAS Flex P1yn 6, GAFGLAS 475 Base Sheet any of above Base sheets attached to deck with approved annular ring strz.'.-.1t nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and if; two rows 9" o.C: in the field. Maximum Preisure See Ger Tal Limitation #7) GAFG S #75 Base Sheet or any of above Base sheet attached to deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plate: '12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally sT ced approximately 9" o.c.•in the field of the sheet.. (Maximum Design Pressure-40 psf, See General Lin. tation #7) Any of above Base sheets attached to deck approved an ilular ring shank nails and 3" inverted Drill-Tec (GAFTNE) insulation plates :t a fastenerspacingsaf• 9" o.c. at the 4" lap staggered in two rows 9" in the • • 0000 • • (Maximum Design Pressure -40 psf, See General Lim.i.atijr41,7)': e 0 • GAFGLAS #75 Base Sheet or any of above Base sheets attacoboottadeck Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates.3" o! rows One row is in the 2" side lap. The other rows are equally spai.t.ed OrTrblimateb,•)' •••• o c. in the field of the sheet. • • (A/ nesign_Eressure -75 s See General Limi;ation 467 • 0. •• • • 0. • • 0 • One or more lies of GAFGLAS® PLY 4® GAFGLAS Padliply sheet, • 4 0 Ultima.'RUBEROID MOP Smooth or RUBEROID adtered a fill mopping of approved asphalt applied within the EVT lad at a late of 2C•-• • 40 lbsisq. ••• • .?___ (Optional) One ply of. GAFGLAS® Mineral Surfaced C • P Sheet adhered full mopping of approved asphalt applied' . within the EV and at a rate of JOA No: 43-0501.05 :piration Date! 11/04/08 pprnval 1late!1(1/23/03 Page IR of 21 00•••• • • • 00•• o • 00•••• 0 • 00••• • • 00••• 00•••• • • • 00•••• 0 00•••• o Maximum Design Pressure: i�'. F :p- yaJ W.l•It' -. �'.'t':. '�' -. - Surfacing: 'Required if do can ;he et s isedl install one of the 4lowing: I . GAF Special Roofing Bitumen• with an appiicati rate of 20 Ibs.isq with an application rate of 1.5 gal. /sq.: or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) , with an applicati i rate of 3 gal. /sq.: or GAF Premium Fibered Alumintim Roof Coating (Mali - i System Pro Aluminum Roof Coating Fibered 3011 with an application rate' of 1.5 /so. 2. Asphalt flood coat at an application rate of 60 lbsJsq. 20%; plus gravel or slag with an application rate of 400 Ihs. /sq..& 30 lbs. /sq.,•respectivelyl. 3 Top Coat Surface Seal SB (Matrix 602 SB Coati g). Top Coat LtB Phis (Matrix 715 NAB Coating). GAF 7 or ;NeatherCnte LOW -VOC applied at rate of 1 -1.5 gal /sq. See Fastening Above 0000 • 0 0 • 00.0 00•••• • 0 0 0 •• 0 00 0 0 O 0 0 0 O 0 0 0 0•• 0• O 0 • 0•••0• o•o• 000• 0 • • • 0 • ••0• 0000, 00.00 • • 0 0 0••00 • • • o • •• •• 00 0• 00.00• 0 • • • o • • • • 0 • 0 • • 0 JOA No: 03- 4501.05 Expiration Date: 11/+14/48 A pprival Date:10/23/13 Page 19 of 21 0 0 0 0 0 0 0 0. 0 0• O 0 0000 0 • 0 0 • • 0 • 000• 0 • O 0 0 0 0 • WOOD DECK SYSTEM LUM1TATTONS'. A slip sheet is required with Ply t and Flex Pv 5 when .used as a mechanically .fastened base or anchor sheet. 2. Minimum '/" Dens Deck or '% Type X 'ypsum board is acceptable to be :stalled directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification Is not part of this acceptance, refer to a/ current .A proved Roofing Matenals Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be att hed in compliance with Product- Control Approval guidelines. All 'other layers shall be adhered ir'a full mopping of approved asphalt applied within the EVT range and at a rate of 20-48 Ibs *:•q., or mechanically s _ ., attached using, ihe ? °rPT.trg -, p ,.,, 3. All standard panel sizes are acceptahle for mechanical attachment. !hen 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 a i ilications 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" diamete circles, 24" o.c.; or strip mopped 8 "' ribbons in three rows. one at each sidelap and one down the =nter of the sheet allowing a continuous area of ventilation. Encircling of the strips is not accept:.hle. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt applic: tion of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall ie limited to a maximum design pressure of -45„ psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characi�ristic Force (F') value of 275 Ibf., as tested in compliance with Testing Application Standard TAS 115. if the fastener value, as field- tested, are below 275 Ibf.•insulation attachment shall not be accept .ble. 6. Fastener spacing for mechanical attachment of anchor/base sheet or memb ane attachment is based on a minimum fastener resistance value in conjunction with the maximum _esign 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 h'=t a Florida Registered Engineer, Architect. or Registered. Roof Consultant may be submitted. Sai revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Applicatic Standards TAS 10S�rid calculations in compliance with Roofing Application Standard RAS 117. •••• 7. • Perimeter and comer areas shall comply with the enhanced uplift prey! `re re2luyrerrients oF•ttiese. areas. Fastener densities shall be increased for both insulation and bs.:e shaet•rcalcultted °ili compliance with Roofing Application Standard RAS 117. (When this ;mitetiantf ts' specificatl referred within this NOA, General Limitation t9 hill not he applicable ) . •••• . • ••• • • 8. .. •••• Ali attachment and sizing of perimeter,nailers, metal profile, and/or flashirctermination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirernetvi, 9. The maximum designed pressure limitation listed shall be applicable r •• pp licable to all 7`5o P S'rS�t,FCJ -ones field, perimeters, and corners). Neither rational analysis, nor extrapolation call b$ permitted for • • • • enhanced fastening at enhanced pressure zones (i.e. perimeters, extended co 3ters and corners). • • ••• (When this limitation is specifically referred Within this NO.A, General, rAmitetien #'1 will On • he applicable.) • • • 1 0 AJI products listed herein shall have quality uality assurance audit in accordance wi[Ii the Florida Buildin &Code and Rule 9B -72 of the Florida Administrative. Code_. Nr) TTtIS ACCEPTANCE ._ __. .�._ _--- ._....__ NoA 'J 93- 0501.45 e xpiration Date+ I1Ri410$ Apprnval Date:19/23/03 Page 21 of 21 . • • o•••• • • • o 0•••01• • •••••• • • ROOF COVERING MATERIALS (TEVit Ro.ofirn, Svcterns ITC,Fl_TnImnperi ,.. ASPHALT F ET T SYSTEMS WITH HOT ROOFINC.: AS p'--lAt T ..41 liire G2 asphalt glas,s mat base ,he.t ("GAFL.A.S, f7. 'lase '-hnet : - ir 1.7,XFCi...AS. (BO 1...11_:(11,4 A - 1 is A :kittabli.2 alternate for 7.,ine '7,1 acnnatt z.lacc i.‘A• fib plv sheet ("CAFGLAS Ply 4" or C;AFCLAS t"N S' ■ in . .i.: • 'C roof !ysterns nciic a teci below - ' ' • The roof dec..lc rnav first he covere with A Type ( 7,2 asphalt giasc mat oase -, - GAF Str V ataYent Eliminator en tri t Ft sh,..c.c , • , oi„,,nat,r v B Sheet (t\latlahlet. ?rirforatori •ct `•■.. • i "-mopped and nailaf,le to he. mechanically altachnd i-Janicle itcin io.wn .4,5 an option Type' G2 asphalt glas mat 'lace i'.heer ("r" ITS Race Sheet 'GAF FIO ULTIMA or GAF Stratatient ;!,..,Iirnitsa tor •Jentint gase sheet (Nailableil" mat: he iiiihstihite.i.1 for r:1 ASrlb Alt ZiASC :j hot ply t,heec . - f"GAFGLAS Ply 4 nr "GAFC,LA.S. PI, (," , ls !1,,,, `."„ Bottom ply or base sheet may he solid moopeil. , c'tot -nnO04,1 nr "nei collosgin Systems ...,,.,iirlless otherwise indicated. All insiilatinos may ‘,••• ..1r“ ^ -., mechani.- city fastened ca 1 -C,AFGLAS Flashing Or 'Ri.ii,e(0,,, "..,...../.--- (..-.:-..,;:-.....-...,..,..„.,, ' 1 ),(1;0V(.1.'-fer."-.W.,-.i..-..,...-........ Class A, Fl.or C systems listed he "perlite is referenced IS mcliicies ',AFTEMP Pc.RMALITI.:(k" ",•T Ini• other UL.Classified perlite 1r'1 ;1t 'k c 0,-,,,, ,... rmit ahle Alternatec fo r ;raitel if 40.,/ ,p.. ':1AC .,, • IS 1r C systems listed , ' rjchJr at cement IN ht.tilding units are i•onsicier•ri tilitahle 'n Oe incllicieci . ert, ; T., the iolln,..ring class A. 9 r r. ( 'sterns listed crinr C-'15 1,, its. of gypsum hoard under any of the folleis.mmg cl .i 9 ,),- i,._ toes not adversely st • - i( 1 of 1,2 •n min ;,yriciim 'noaril 'c An ' icleptable Alternate for i nsulation oVer C.IS il2 •-iriks - he use. n( polystvren• insulation hoard First,oeen rnifl 1/ 4 in periite board inri deck with rosin pap•r ( p.rlite /rosin .paper irsoly.5cyrenn / : s A AltAble Alt.Tnate for IGnevarl■Jrat., board m •he inlinwmg c1c .i, 9 , c 'AMC A.EnergyGud RA", 'IMCA Tapered Energy(;uard RA" ird 'IMr_A terns. ElergyGuard RA" may be substiiiiteci for any Atlac polv!socyantrratn .nstila- 'din tn Any n( the followlng Classifications Frumhtill "Per rna Moo may be ,otilized with any li Iht" follnwmg ' A Crihalt 77,11 c ,,,,l1, Hot jZonfing Asohalt” 7.1,A.00I...AC tiRC1 Pr.rnilin-i. CIAGP Sheet mast h. . m Ant • 1( 'hi rntInwing 21v6 C A AtIllAhle AlternAte :co ' r, A Fcl..AS P'y 5 rsien A FTEls:IP Per nia lite Recover Board' may ne used n ie:i of 4 , r , V : il5LIITIlfir In Anti of 'he follnYcing NIC Classifications Class A, d C 'riot roofing asphalt. for Ise with organic and glace tettt. modified hitinners llubernid Heat Weld" SBS roofing membrane TA he Iced aornbranes Virbermci Mop" VIS prodticts m any applicable f'Slassification Class A Deck: Incline: Insulation (Optic-mall! One or rnor• !avers perlite !,:ond fiber. Oss fiber. ,soc yanUrlIe. • ItethAne. peellte /iceletiArYttlke "ntnpnclte. peritto •JesthAne FrArnOtt5tte..,..00d fiher i•sni".variirair imintincit• hnnhC am( PV sh rltir•e T or.. ',Ayers T-,tne .,/ 'y - or thickness "(7, AEGI,AS Pty 4 Surfacing: = Dtck• C.-15 Insulat( 'Ootinn ibr I cncvlourate Jr bane -ornposite. Ickness P l sh 7ree TVAre AVeTS T'Jr_Ae 7lv 6- Cap Sheer. Ayor Sheet Deck. \JC inc ciO t4thtAntre •nntrp.",tto 7 "'tv ShePt• -"^ '.1 •ele• 2004 ROOFING MATERIALS AND SYSTEMS DIRECTOR1 Incline! 2 11: One Of •Atrtre A'JF•TC Sher. ;lass trethAre •erlite c:soc::anurat. mQIt ra te :mostonsIte, o henolic, any ;nclinei• : nno•o A•torc 'ht - 4 . la's - r3-hr es DoTlito ,•cr-v-..r1r,IrAto •cr,,Arnir •nttpncItc ohonolir a•10.< -. .7-nrtAFt,1 ri tnerttn n-ta inniprpeit (Dtpc -.,riv*.ING vtATSPied_s r•TErrt '73 ''Ziv7firc .---vc-_,,rn 'TC,F1J\-Crr,ft,lurd : Inv , o-ne.t• Any . 1 r LaceyErt 7.7;•..cl ttirAeeti(lAtC • 44...nhAtt Zl;t" 'tht •rtAt twctorn • • ndin, •, 'llied ' fhee Sheet: Thoe 'av - --,ripe ,- ;2 ." ,t. fr,LS S 47; Rase -, may o.• ow sh - 1,..t., - Tnre '', TVO. fr.■1 'r,AFC.A.,,,..5 RI 4" or ( 7,AFCa..AS nailer ....----. FAS `vtiltPtAl '...urfaced :Tap 5 Deck. \ir t Incline:1 last Sheet ')ne .er rvrie G2 r,AFr.I_AS !.( riase ':,heei Pls Sheet: 2ne or -no .(! la vers Type. '. CiAFGLAS Ply 4" nr ':;AF- C71..AS Ply ‘r , Cap Sheet: One asce; Type, G-2 :1;AF:CI„AS Mineral Surfaced rap Sheet De.ck: C-IS/32 . ... Incline: 2 .7'..17-1"!"'. (7.)pc.nr rr ''',.! lavers. perlite glass fi t socrantirate. tire- ri olic, l. 0 In ',MO lnifce.,..'frorr plywood pints 6 i n )• Base Sheet: One or n'., layers Type. GI, C.2 C1T C) membrane! One or ,•ii! layers - P.uheroicl - forth - (Smooth or Granule). -Ruberowl Torch Plus '..granule), -Ruberold Mop (Sino.oth or C,rantdel or - Ruheroid 1.. Plus (granule)• Cap Sheet: "GA,Fr,IY,S .,tineral Surfaced Cap E•beet hot mapperi 51 Deck: C-15 /32 Incline: 2 . , r more lavers perlite, wood fiber, glass 2 'bane, nertile; ,* •.• fibr. isocyanurate, :trothane, perlite/lsocyanurate c omposite. perlit e, Insulation (Optiona , • . . :irethane composite. it!..73od fiber /isocyanurate composite. phe.nolic, any 'hickness • Base Sheet: Two or .7nore layers Type, G2 or G3 Ply Sheet (Optinnafl:, One or more layers Type. G1 Membrane: Ore or ',ore layers - Ruheroici Torch" (Smooth or Graraulel, "Rubernid Torch Pltic (granule), 'Ruberoid lviop (Smooth or (Tiraritslel or -rsiihernid Mc-T. pl :" (granule). . Cap Sheet: ..; A Fr: 'S Mineral c.iitrfaced Co Sht", hot m opped CI A SI Fi I Dc k• C. n7 Incline• ',..' /2 g ' insulation tOptinn7T Dile or olnre •yrs e arlit wood 'Thin glass fiber. ■so.cvanuraie. ..rethane. perlite tisacvanurate c ompostte„ perlite/ Irethane (:omposite wood fiber /:socyarturate composite phenolic. any Ply Sheet: Two ot nore la , ers Type GI 'r.;APC,LAS Ply 4' or .hickness Cap heet: TV pi. 1 ' C., T:rjAs ,,,,iin„..e.mtlived ,:-p svif.0,., h,t (LAS Ply 4" . , D?ck.. C.15 r2 • , • • • I 1 .2 • /wooly. Insulation ( Option ,- 11: iil. alore. laNfIrs*;r4Itte, wol.fib:: •glass fiber. socvnurateretWe.•,ariiiliteiisoc(anurate composite. perlite/ orethane :on,F,oii wood riiter,/,so<yanu t raeInmposite,:4ejTjA 'Tr,' •••• •••• o • • .hickress . • • ! ° . Base Sheet, T,.. ot- more,OPybotas Type G GI Go e M em bran el One -1.7 rnntelle11.9111aRItlfOld•Orh"SMOOttligCreiNule), ?tiberoid Torch •• (gileuie,,,•'RubercrIlditiv.:(Smontliecl, Granule) • o • 1 ,- 'Ruloel Mot., lltis (Er;tileI • Cap Sheet: C,A,.GI„At 7.dtmers: Surfaced Ca 'bee no not . . i •••• 0••••• • Clals C • • i Deck. C-',5/"Q • • • • • InclPrIeft 1;2 o • • •••_. • Insulation (Ootin •an: 'J... or onot' iavaro carlite. .,..roce0 tlne!r:glaSS fiber soc-Janisrarc:: ,irethare. oerlitei-:scy,.tiactrarict composite. perlite/ irethane :.rimpos e, wood %t 6socYanurare composite. phenolic. any , hickness • • • • • •••• 0 • •O • . ncitife' 4 1/ ?I, Shett• Mr 'or more !Ayers -*/pe GI '!".-,AGLAS ply 4" lr 'GA Fr.7.1,A P`v Roofing Bitumen' 20 rOAt TAR =CI. SYSTF:NAS O Rf3r3FINfr; co A.1_ 7AR i7lasc A 'nrlin t,nsulatinn meltr AV.TS p,rtjto vne,rj zlac. soc.orura'-'e ire(hane tIt 4,7,1?,trAt. -00,00tte 7tertit. trethAno -.Arre,tr •to ttn,v; tAbor Dl r'( •hirknecs MtAM BUILDING CODE COMPLIANCE OFFICE (0) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOAH Monier Llfedle, LLC 13S NW 20° Street Boca Raton, FL 33431 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 Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). 1 nit ,'.vrt`bdusee nos ts-: valid o0- ..3 the %.:..y,aa uatt olliteti ' JUu. V: • • 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 descnted herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: VUIa, Roll, and Capri Concrete if The LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miamm -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 q$ fay product, for sales, advertising or any other purposes shall automatically terminate this N f ailure iply with any section of this NOA shall be cause for termination and removal of NON. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County': 1 P1Seitia, County" ana foll'owed by the expiration date may be displayed in advertising literature. If any portion of the NOA p it shall' • • • • be done in its entirety. • • •o.• • •••• INSPECTION: A copy of this entire NOA shall be provided to the user by the manufaettget'Qr its di?tribt ors o•••• • . • 6000 00••0• and shall be available for inspection at the job site at the request of the Building Official' • • • . • • This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Frank Zuloaga, RAC 062-o . MIAND-DADE COUNTY, FLORIDA RRE'TRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1683 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -290 • • • •. • • •• • • • • • • • • • • • 0 • • 0000 0000 0 0 • 00 0 !BOA t m. tit -I2 5.05 Expiradom Dote: 12/1 6/0'7 Approval Date: 01/02/03 Page 1 of '7 • •• o•.•• • • 0 • 00••0•• ROOFING ASSEMBLY AP OVAL C&try: Sub-Category: ry: Material: 1. SCOPE This renews a system using Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile, as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based 2. PRODUCT D Manufactured by A Monier Lifetile LLC Villa & Roll Monier Lifeitile LLC Capri Tile Trim Pieces 2.1 SUBMITTED EVIDENCE: Test AseneY Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied En : _ Inc. Roofing Low Profile Roofing Tiles Concrete ESCRIllON Dimensions 1= 16Y2" w = 13' %2" thick L= 17" W= 12 3 1 g " 1z" thick 1= varies w —varies varying thickness Test Identifier 7161 -03 Appendix III 7161 -03 Appendix II PO402 94 -060B 94-084 • Product - Descriotiou Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail-on, mortar or adhesive set applications. PA 112 Low profile, interlocking, high pressure extruded - concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. PA 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Twit Soedficadorrts PA 112 Test Nspne,1 eoofl • 0 00• o • ® • . 0 0 0 • • • • • •• o • o • • o • •••• •••• Static Uplift Testing • • . . • Dec' .1.961,r PA 102 & PA 102(A) • • Wind Tunnel Testing • • • • • Dec 1991' PA 108 (Nail -On) . • • • Withdrawal Resistance Tessin of S ept e l e ih. screw vs. smooth shank nai • • Static Uplift Testing Marcr4 i PA 101 (Adhesive Set) Static Uplift Testing May 1994 PA 101 (Mortar Set) '_YOA ?gym.: 62-1203.0 Erato Date: 12/17 Approval Date: 61/02/03 Page 2 of 7 00••0• ® • 00•.0• 0 • 0••••• 0 • 0•••0 • • 0 .••0 0•••0• . 0 00••0• 0 • 0 • • • 0 • 0 • Redland Technologies Redland Technologies Professional Service Industries, Inc. The Center for Applied - Fring, Inc. The Center for Applied Engineering, Inc. The Center for Applied Test Aseacv The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering„ Inc. Walker Engineering, Inc. gear Identifier P0631 -01 Letter Dated Aug. 1, 1994 224 -47099 25- 7094-1 25- 7094 -7 25- 7094 -4 Project No. 307025 Test #MDC -76 L3 25- 7183 -1 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454 -2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations ,RF- - 3a1 . Test Noe/Report Wind Tunnel Testing PA 108 (Mortar Set) Wind Tunnel Testing PA 108 (Nail -On) Physical Properties PA 112 Static Uplift Testing PA102 (4" Headlap, Nails, Direct Deck., New Construction)❑ Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing (4" Headlap, Nails, Direct Deck, Recover/Reroof) Wind Driven Rain PA 100 Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7183 • • 25 -7094 •..• 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 et 5 25- 7848 -6 ••O• • • •• O• July 1994 Aug. 1994 Sept.` 1994 Oct. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 Marcb.1,99 Marrk•1A45 :Feb rttgry 19p6 • •• April 1 A96 bV 1986 • • • • 00 •• 0 • • ' Aprii •1 Aerodynamic Multipliers' • - • • • oe•• Two Patty Adhesive Set System - April 48X9: NOA loo.: 62- 1845.603 E ttoo Dete: 12/147 Approval Dete: 91/O2/03 Ptge 3 of9 0••••• 0 • •• 0 • 0•••• • • 0•••• • • • 0••••• 0 • 0 • Table 3: Restoring Moments due to Gravity ®M. (ft -Ibt)' ••• : : • • • Tile Profile 3 ":12" 4":12" 5":12' 8 ":12" . T":12" of .A-,::: Monier Lifetile Villa, Roll, and Capri The Battens Direct Deck Battens Direct Deck Battens Dot Deck Battens Dire. Deck, : =...: : .. Aip@d l]eck . 5.57 6.30 5.48 6.18 5.37 6.05 5.24 5.90. • 409 . 5.73• : Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight -W (tbf) Length -I (ft) Wldth -w (ft) Monier Lifetiie Vllla and Roll Tile 9.1 1.33 1.08 Monier Little Capri Tile 9.51 1.42 1.03 Table 2: Aerodynamic Multipliers e X (&) Tile X (ft') X (ft") Profile Batten Application Direct Deck Application Monier Lifetile Villa, Roil and Capri Tile 0.267 0.289 ° 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix ' A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations • 0 0000 O 0 • • 000• • o • 0• 0 • o • • 0 ••0• • 0 •••• 0000 • 0 • 00 • NOA O2- 1243.05 Espiratles Date: 12116407 Approval Dnte 01/62/33 Page 4 04 7 00••0• 0 0 o••••• • • • • 0•••0 • • ••••0 0 • 0 00••0• 0 • 0 • Table 513: Attachment Resistance Expressed as a Moment - M (ft -ibf) for Mortar Set Systems Tile Profile Monier Lifetde Ville. Rod, and CapriT . Tile adoplIcation Mortar set' Attachment Resistance 20.60 5. LABELING All tiles shall bear the imprint or identifiable marling of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT REQUIREMENT'S 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. "u:a:s �.. iYOYbt,. .atiCUIiiw�.� a�:u:..' �, Lttc ij::.;i3 La code in order to properly evaluate the installation of this system. Mating OF1111 DRAWINGS LEFETILE VILLA CONCRETE ROOF TILE 0000 o • 0 • 0000 • . . •• • 00 o • 0 • O 00 •0•• • 0 •••• • • • 0 • • • • • moo• • • 0 m 0 • 00o • • • •• • 0000 0 0 0 0o 0 NOA No.: 02-1205.05 Expiration Dote: 12/16/07 Approval Dote: O1/02/03 Page 6 of 7 00000• 0 0 0 00•00• 0 0 • o m • • 0 • 0000 0 • O 0 0000 00••0 • • • • 00•00 O 0 • 000. 0o 0• 0• 0 0 0 0 00••0• o • 00••0• 0 • Table 4: Attachment Resistance Expressed as a Moment - M (ft4bf) .... for Nail-On Systems ,. Tile Profile Fastener Type Direct Deck (min 15132" PlYviood) Direct Deck (min. 19132" *wood) Adhesive Monier Lifethe Vffla, Rol, and Capri Tile 2-10d Ring Shank Nails 27.8 37.4 28.8 1-10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2-10d Smooth or Screw Shank Nails 16.4 - 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw _ 47.1 47.1 49.1 1-10d Smooth .or Screw Shank Na l (Field Clip) 24.3 24.3 24.2 ... . .; . ..„-,...:-.::-., :'..',.'"-;•:,.%.,---- .---4 .. ... Shank Na (Eave Clip) .2-10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2-10d Ring Shank Naas' I 43.0 I 67.5 50.9 Installation with a 4 the headtap and fasteners are located a min. of 2W from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft4bf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Villa, Roll, and Capri Tile Adhesive 26.1 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TlieBond Average weight per patty 11.4 grams. Poyfoam Product, inc. Average weight per patty 8 grams. Table 5k Attachment Resistance Expressed as a Moment - 'v -w i • . for Single Patty Adhesive Set Systems • Tile Profile Tile Application . ..- Manintion Attachwans 'Resititanci** • * Monier Lifettle Villa, Roil, and Capri Tile Polyfoam PolyProTu ••!866 ,• • Polyfoarn PotyProvw • • •45 , 4 Lame paddy placement of 54grams of PolyProml. . • • 5 Medium paddy placement of 24grams of PolyProna. • • • • • • 0 • • • • • • . • 9 •• • 0S00 9 0 0 00 • NOA M 02-1285.05 Expirtition Doc 12/16/87 Agsyrevef Date: fl/2/'3 Plage S of 1 0 0 ••••• • 0 • 01 • •0 • • • •••0 0• ••0• 0 • 0 $ •• 0• • •••••• 0 • MONi IIJWETILE ROLL CONCRETE Roow 11 MONIER LYwE'Y ILE CAP '1 CONCRETE END OF HIS ACCE 7l AivCIE • • • • • o • •• 0••••• 0 • • •••• ••••o• 12-3/8", •••• • • O••e ••••• •••• • • 0 • 0•••• • • • •• •• 00 •• • • • • 0.0• • • 0 0 • •••••• • Oo•• • • • o••• • • • ' II�II..E • • • • • • • 0 • • 0 • • • •• • e • • •0 • NOA No.: 62-120S45 Expiration Date: 12/16107 Approval Dote: OtP02/03 Pagel 7 iV .� A N B \ O R I D P- I nspection Number: INSP -8868 Inspection Date: 05/04/2006 Inspector: Grande, Claudio Owner: LONGA, ORCAR Job Address: 314 94 Street NE Project: <NONE> Miami Shores Village, FL Contractor: ADVANCE ROOFING, INC Buildinca Department Comments Tuesday, May 2, 2006 Drospection V Jorksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: RF -2 -06 -301 Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number (954)254 -0491 Parcel Number 1132060136190 Lot: Phone: 305 - 522 -6868 Page 1 of 2 Passed Inspector Comments __,edn i 7 4-04-t /49 4 1 ,u5 c7 dl ( ) f G A o L " e% d /F60 i d 405 Goo AJ Faced Corr'r>'ecUon Needed Re- inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until iV .� A N B \ O R I D P- I nspection Number: INSP -8868 Inspection Date: 05/04/2006 Inspector: Grande, Claudio Owner: LONGA, ORCAR Job Address: 314 94 Street NE Project: <NONE> Miami Shores Village, FL Contractor: ADVANCE ROOFING, INC Buildinca Department Comments Tuesday, May 2, 2006 Drospection V Jorksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: RF -2 -06 -301 Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number (954)254 -0491 Parcel Number 1132060136190 Lot: Phone: 305 - 522 -6868 Page 1 of 2 RF -2 -06 -301 Inspection History Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Project: <NONE> Owner: ORCAR LONGA Phone: (954)254 -0491 Job Address: 314 94 Street NE Parcel: 1132060136190 Miami Shores Village, FL Block: Lot: Scheduled Insp # 01/01/2999 INSP -8867 02/21/2006 INSP -8865 02/21/2006 INSP -8864 03/30/2006 I N S P -13 534 Inspection Type Up Lift Report Hot Mop Tin Cap Tile In Progress 05/04/2006 INSP -8868 Final Roof Inspection Status None APPROVED APPROVED 4. Roof Inspector Date Completed Default Inspector Not Complete Claudio Grande 2/21/2006 Claudio Grande 2/21/2006 03/16/2006 INSP -8866 Tile In Progress CANCELLED Claudio Grande 3/16/2006 LADY NAMED PAOLA CALLED TO CANCELLED INSPEC. DENIED Claudio Grande 3/30/2006 NO INSTALLER ON ROOF RECALL INSPECTION WHEN INSTALLERS ARE ON THE JOB 03/31/2006 INSP -13648 Tile In Progress APPROVED Claudio Grande 3/31/2006 PEDING REVISION OF PERMIT FOR USE OF FLAT TILE INSTEAD OF ROLL TILE BY FINAL INSPEC. Pending Inspection Claudio Grande Not Complete Tuesday, May 2, 2006 Page 1 of 1 Onspection W • rksheet Miami Shores Tillage 10050 N.E. 2nd Avenue Miami Shores, FL Phan (305)795 -2204 Fax: (305)756 -8972 // nspection Number INSP -13648 Permit Number RF -2-06 -301 Inspection Date: 03/31/2006 Inspector: Grande, Claudio Owner: LONGA, ORCAR Job Address: 314 94 Street NE Project: <NONE> Contractor: ADVANCE ROOFING, INC Building Department Comments Thursday, March 30, 2006 Miami Shores Village, FL Block: Permit Type: Roof inspection Type: Tile On Progress Work Classification: Roof - New Phone Number (954)254 -0491 Parcel Number 1132060136190 Lot: Phone: 305 -522 -6868 Page 2 of 2 Passed • 1 3 i - Inspector Comments ' /� f `�� 1 - rcx-A-0-- 4 c - e -- i/ - 2-ee- -- -)) L__. IraiDelW pi„,,,„Ai.i-- T;(2e, '97 Needed ed��oP� Re-hhspecUon Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Onspection W • rksheet Miami Shores Tillage 10050 N.E. 2nd Avenue Miami Shores, FL Phan (305)795 -2204 Fax: (305)756 -8972 // nspection Number INSP -13648 Permit Number RF -2-06 -301 Inspection Date: 03/31/2006 Inspector: Grande, Claudio Owner: LONGA, ORCAR Job Address: 314 94 Street NE Project: <NONE> Contractor: ADVANCE ROOFING, INC Building Department Comments Thursday, March 30, 2006 Miami Shores Village, FL Block: Permit Type: Roof inspection Type: Tile On Progress Work Classification: Roof - New Phone Number (954)254 -0491 Parcel Number 1132060136190 Lot: Phone: 305 -522 -6868 Page 2 of 2 p nspection Number: INSP -13534 Inspection Date: 03/30/2006 Inspector: Grande, Claudio Owner: LONGA, ORCAR Job Address: 314 94 Street NE Project: <NONE> Miami Shores Village, FL Contractor: ADVANCE ROOFING, INC Buildincl Department Comments Wednesday, March 29, 2006 0nspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phong305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: IMF -2 -06 -301 Permit Type: Roof Inspecti n Type: Tile In Progress Work Classification: Roof - New Phone Number (954)254-0491 Parcel Number 1132060136190 Lot: Phone: 305 - 522 -6868 Page 2 of 2 Passed Inspector Comments 6 G� • 4 , , l I O %Ce �- / • a l s / �a� 4 a.Le. ii&._ Z ---- 0 1 - - ( 4 L rr��� / U a � 0 e • l � I • Correction Needed Air •, %! ,.. Re- inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until c p nspection Number: INSP -13534 Inspection Date: 03/30/2006 Inspector: Grande, Claudio Owner: LONGA, ORCAR Job Address: 314 94 Street NE Project: <NONE> Miami Shores Village, FL Contractor: ADVANCE ROOFING, INC Buildincl Department Comments Wednesday, March 29, 2006 0nspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phong305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: IMF -2 -06 -301 Permit Type: Roof Inspecti n Type: Tile In Progress Work Classification: Roof - New Phone Number (954)254-0491 Parcel Number 1132060136190 Lot: Phone: 305 - 522 -6868 Page 2 of 2 I nspection Number: INSP -8866 Inspection Date: 03/16/2006 Inspector: Grande, Claudio Owner: LONGA, ORCAR Job Address: 314 94 Street NE Project: <NONE> Miami Shores Village, FL Contractor: ADVANCE ROOFING, INC Building Department Comments Wednesday, March 15, 2006 Oispection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL PhonI305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: RF -2 -06 -301 Permit Type: Roof Inspection Type: Tile in Progress Work Classification: Roof - New Phone Number (954)254 -0491 Parcel Number 1132060136190 Lot: Phone: 305 - 522 -6868 Page 1 of 2 V' ssed Inspector Comments l(--- ..k,. Fa OedO Correcti ;n Needed Ode- Onspectio n Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until I nspection Number: INSP -8866 Inspection Date: 03/16/2006 Inspector: Grande, Claudio Owner: LONGA, ORCAR Job Address: 314 94 Street NE Project: <NONE> Miami Shores Village, FL Contractor: ADVANCE ROOFING, INC Building Department Comments Wednesday, March 15, 2006 Oispection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL PhonI305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: RF -2 -06 -301 Permit Type: Roof Inspection Type: Tile in Progress Work Classification: Roof - New Phone Number (954)254 -0491 Parcel Number 1132060136190 Lot: Phone: 305 - 522 -6868 Page 1 of 2 'Inspection Number: INSP -8866 Permit Number: RF -2 -06 -301 Inspection Date: 03/16/2006 Inspector: Grande, Claudio Owner: LONGA, ORCAR Job Address: 314 94 Street NE Project: <NONE> Miami Shores Village, FL Contractor: ADVANCE ROOFING, INC Building Department Comments Wednesday, March 15, 2006 inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tulle In Progress Work Classification: Roof - New Phone Number (954)254 -0491 Parcel Number 1132060136190 Lot: Phone: 305 - 522 -6868 Page 2 of 2 Passed Inspector Comments Fa ied Correction Deeded Re-inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 'Inspection Number: INSP -8866 Permit Number: RF -2 -06 -301 Inspection Date: 03/16/2006 Inspector: Grande, Claudio Owner: LONGA, ORCAR Job Address: 314 94 Street NE Project: <NONE> Miami Shores Village, FL Contractor: ADVANCE ROOFING, INC Building Department Comments Wednesday, March 15, 2006 inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tulle In Progress Work Classification: Roof - New Phone Number (954)254 -0491 Parcel Number 1132060136190 Lot: Phone: 305 - 522 -6868 Page 2 of 2 RF -2 -06 -301 Project: <NONE> Owner: ORCAR LONGA Phone: (954)254 -0491 Inspection History Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Job Address: 314 94 Street NE Parcel: 1132060136190 Miami Shores Village, FL Scheduled Insp # Inspection Type Block: Lot: Roof Inspection Status Inspector Date Completed 01/01/2999 INSP -8867 Up Lift Report None Default Inspector Not Complete 01/0112999 INSP -8868 Final Roof None Default Inspector Not Complete 02/21/2006 INSP -8865 Hot Mop APPROVED Claudio Grande 2/21/2006 02/21/2006 INSP -8864 Tin Cap APPROVED Claudio Grande 2/21/2006 03/1612006 INSP -8866 Tile In Progress Pending Inspection Claudio Grande Not Complete Wednesday, March 15, 2006 Page 1 of 1 p nspection Number: INSP -8864 Inspection Date: 02/21/2006 Inspector: Grande, Claudio Owner: LONGA, ORCAR Job Address: 314 94 Street NE Project: <NONE> Miami Shores Village, FL Contractor: ADVANCE ROOFING, INC Thursday, February 16, 2006 Building Department Comments hnspecti n Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: RF -2 -06 -301 Permit Type: Roof Inspection Type: Tin Cap Work Classification: oof - New Phone Number (954)254 -0491 Parcel Number 1132060136190 Lot: Phone: 305 - 522 -6868 Page 2 of 2 11 . Infractio Passed Comments TIN CAP SPACEING True Passed IM F Inspector Comments in Fa Oed Correction Deeded Re- inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until p nspection Number: INSP -8864 Inspection Date: 02/21/2006 Inspector: Grande, Claudio Owner: LONGA, ORCAR Job Address: 314 94 Street NE Project: <NONE> Miami Shores Village, FL Contractor: ADVANCE ROOFING, INC Thursday, February 16, 2006 Building Department Comments hnspecti n Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: RF -2 -06 -301 Permit Type: Roof Inspection Type: Tin Cap Work Classification: oof - New Phone Number (954)254 -0491 Parcel Number 1132060136190 Lot: Phone: 305 - 522 -6868 Page 2 of 2 D nspectaon Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Ph 9e: (305)795 -2204 Fax: (305)756 -8972 I nspection Number: INSP -8865 Permit Number: RF -2 -06 -301 Inspection Date: 02/21/2006 Inspector: Grande, Claudio Owner: LONGA, ORCAR Job Address: 314 94 Street NE Project: <NONE> Miami Shores Village, FL Contractor: ADVANCE ROOFING, INC Building Department Comments Thursday, February 16, 2006 Block: Permit Type: Roof Inspection Type: Hot Mop /W- rk Classification: g oof - New Phone Number (954)254 -0491 Parcel Number 1132060136190 Lot: Phone: 305 - 522 -6868 Page 2 of 2 Passed f Inspector Comments Fai0ed Correcton Needed ° e- Dnspectuo Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until D nspectaon Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Ph 9e: (305)795 -2204 Fax: (305)756 -8972 I nspection Number: INSP -8865 Permit Number: RF -2 -06 -301 Inspection Date: 02/21/2006 Inspector: Grande, Claudio Owner: LONGA, ORCAR Job Address: 314 94 Street NE Project: <NONE> Miami Shores Village, FL Contractor: ADVANCE ROOFING, INC Building Department Comments Thursday, February 16, 2006 Block: Permit Type: Roof Inspection Type: Hot Mop /W- rk Classification: g oof - New Phone Number (954)254 -0491 Parcel Number 1132060136190 Lot: Phone: 305 - 522 -6868 Page 2 of 2 Issue Date: 2/8/2006 Owner's Name: ORCAR LONGA Permit Type: Roof Work Classification: Roof - New Job Address: 314 94 Street NE Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 02/03/2007 Contractor(s) ADVANCE ROOFING, INC Phone 305 - 522 -6868 Primary Contractor Yes Comments: RE -ROOF TILES AND FLAR BUILT UP ROOF Additional Information Type of Work: Re -Roof Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Building Depa m Int File Copy d r I,% .trrm _ m ature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: RF -2 -06 -301 one: (954)254 -0491 1132060136190 Lot: PB: Total Square Feet: 2600 Total Valuation: $ 16,000.00 Reauired Inspections Tin Cap Hot Mop Tile In Progress Up Lift Report Final Roof Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $9.60 $3.20 $300.00 $9.00 $7.50 $329.30 Invoice Number RF Total: Amt Due $329.30 Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. NOTICE OF COMMENCEMENT A riECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF -FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: Lon C AJ K5 "' �L' r.A �1 !4. 1� i7 ')_ V•'l i �L: r -.f c ��+r� I 2. Description of improvement: t✓� Q %CCt7 'r 3. Owner(s) name and address: 6 6, A Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: A Z Vl L G7P ( 19 M�721 C ` 1 dy7 S jc / (7T 5. Surety: (Payment bond required by owner from c if any) Name and address: Amount of bond $ o r e w ;+ ��•r... 6. Lender's name and address: Signatu q • wn Print Owner's Name Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 8/02 Osc J -e,2 /I', / Sworn to and subscribed before me thi �/ /!! • URBINA 4i! f , ` State of Flori '-;F� E..o,v Commission # DD237068 STATE OF T: • 1111111 111111111 111111 1111111111 111111 1111111 C :F 2006R0138649 DR Bk 24219 P3 1544s; (1P9) RECORDED 02/03/2006 11 :27:04 HARVEY RUV'I H ► CLERK OF COURT t1IA11I -DADE COUNTY! FLORIDA LAST PAGE T designated by Ow r 7. Persons within the state of Florida � 9 Y raer- upon '- whom or otherzlo�uments m`ay be served as provided by Section 713.13(1 a)7., Florida Statutes, t Name and address: J0 7 S I v � . 9 S . i c .dam .`z— / 1 -7 .3 3 13 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expirationslate of this ►.otice of Commencement: (the expiration date is 1 year from the date of recording unless a dill: ent date is speci Prepared by --'75 Address: 3 y- 1 V ' - 9 Lena ai 3 /36 �4- Miami Shores Village Building Department pi Qc 4- BUILDING MCMEVM PERMIT APPLICATIM 7 2L FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 - PM Tel: (305) 795.2204 Fax: (305) 756.8972 BY:___ ..... Electrical Plumbing 0,5c,Ae 1 -0 11/43 (- 4,, Owner's Address 3(- K.) .& . 9'4 c77 • City 1-414,44 2.6 • State Lo Rt r7'J • Zip •7. ,l; Tenant/Lessee Name Phone # Job Address (where the work is being done) t " f City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO - 7 .3(O - °s iq 70)?, Contractor's Company Name 6 OU boks C.6O COmeiceu d IOA3 (nc. Phone # EOr)S G 2GB Address j c (o 5( u q p City U State �('i ok0. Zip � - 1 ,-4 3 Qualifier C (Is. l e2. . Contractor's Ad State Certificate or Registration No. C C C Q D 17 - ? Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 1U0 00 ®^ Notary $ Scanning $ Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) Training /Education Fee $ Radon $ Structural Plan Review. $ Permit No. RF 2 06 - -(-0) Master Permit No. Phone # Mechanical Zip 3 '51 Square Footage Of Work: Z Coo 0 Type of Work: EAddition ,� :1 Alteration ['New ❑ Repair/Replace Demolition Describe Work: �.�(f /S104/ -r 7 '4 V vt'.° 7 7 , CTL-4 ivri cn X0,€//.6/2 — L iec".6,77C, C04 GCE -,/do tJi,S Cv11/4 E . Technology Fee $ Zoning Bond $ * * * * * * * * * * * * * * * * * * * * * * * * * ** *F * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ S �� CCF J* . S� *. * I * ; /b/ C \ \ ,_,..) �4- Miami Shores Village Building Department pi Qc 4- BUILDING MCMEVM PERMIT APPLICATIM 7 2L FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 - PM Tel: (305) 795.2204 Fax: (305) 756.8972 BY:___ ..... Electrical Plumbing 0,5c,Ae 1 -0 11/43 (- 4,, Owner's Address 3(- K.) .& . 9'4 c77 • City 1-414,44 2.6 • State Lo Rt r7'J • Zip •7. ,l; Tenant/Lessee Name Phone # Job Address (where the work is being done) t " f City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO - 7 .3(O - °s iq 70)?, Contractor's Company Name 6 OU boks C.6O COmeiceu d IOA3 (nc. Phone # EOr)S G 2GB Address j c (o 5( u q p City U State �('i ok0. Zip � - 1 ,-4 3 Qualifier C (Is. l e2. . Contractor's Ad State Certificate or Registration No. C C C Q D 17 - ? Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 1U0 00 ®^ Notary $ Scanning $ Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) Training /Education Fee $ Radon $ Structural Plan Review. $ Permit No. RF 2 06 - -(-0) Master Permit No. Phone # Mechanical Zip 3 '51 Square Footage Of Work: Z Coo 0 Type of Work: EAddition ,� :1 Alteration ['New ❑ Repair/Replace Demolition Describe Work: �.�(f /S104/ -r 7 '4 V vt'.° 7 7 , CTL-4 ivri cn X0,€//.6/2 — L iec".6,77C, C04 GCE -,/do tJi,S Cv11/4 E . Technology Fee $ Zoning Bond $ 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 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 of such posted notice, the inspection wi of be appr eve.. a reinspection fee will be charged. Owner or A The foregoing instrument was acknow edged before me this day of ‘_.■ (.v , 20 /‘ b��� ln � ttrt tr� // � \PS 7/ /1/ who is personally knot n �.> t+ p teas %oduced .', 21, 2 AS iaMtificat S • and io did take an oath. ••••• NOTARY PUBLIC Sign: Print: chc 05/13/03 My Commission Expires: APPLICATION APPROVED BY: DD312645 _ �s;• O .11rylllni Signature • Contractor The foregoing instrument was acknowledged before me this ,j G day of I"1It' 1 by � "' i t who is personall y\ yic ,*1� t 'rfiNPVio has produced gilt • tion > id who did take an oath. NOTARY PUBgII:: Sign: •.Y D9 9 y ;.\c:• ���: Print: ;',:< � . t; .. �', '41tiC STASk -° \`�' My Commissigtu ply 0 * ** ** ** * ** ** ** * ** ** ** * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *** ***********/**** * * / * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 15.32 • ••• ••• ,qq�� Proce?ss Ala Contractor's Name �tsO get/11, i/, 2f/97 a7eW Master Permit No. Job Address ❑ New Roof Low Slope Roof Area (SF) ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Asphaltic ❑ Metal Panel /Shingles Shingles r KReroofing 0 000 0 000 Florida Buildings Code E i f c;r1 0O 0 High - Velocity Hurricane Zone Uniform Perfhjt Section A (General lnformatin) (7( _2 7 J ; 7 57 ❑ Prescriptive BUR -RAS 150 ROOF TYPE o ® 0 ❑ Recovering ❑ Repair ROOF SYSTEM INFORMATION 000 0 0 0 000 0 ,• ):4•A:( 0 o 0 1 • o • i •,0.1_• • , /• O 00 O 0 0 0 • 0 0 0 • 0 00 • 0 0 0 O 0 0 ❑ MorthR ❑ Wood �otl fro 0 • 0 0 • • • • ••• •• • 0• • 0 • • 00 00 • •• • • • Total (SF) Are 111111 111111111 4 Iliiiii111111111111111111111111111111111111111M1 111111111111E 111111111111111111111111111111111111111111111111111111 imin :Wm •ua ainte , nce Steep Sloped Roof Area (SF) 2 000 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. FLORIDA BUILDING CODE — BUILDIN(; oq ..~- AND noornzpnrnocTuncs - _ _ Hoof Slope • 12( 'Ridge | xa / `y" ,�"/v�io? « --_ MeanRoo/Me/gh( / =~'~ " `^- '~ Roof System M Florida Building High-Velocity Hurricane Zone Sect' -- - — �u� .�./°m� ° ° ac�.°° °°°° /nsu|aoon: \ R/e8aniec --- — - \ � A�/�. / - " ° 0 o °" Code Edition 2OO4 " 0 o " °°° o " u"x ° "°° """��"%�n""/ o � ~ ~ • =� = "Xn"y. ' ` °° 0 ° \ 7 �peCap�heei 1 419,0 Boot Coveting Type & Size Drip age: J 0 "° "° • 30~4 -_-=, ) �)�, -- . _/�� � °• ° ° °•• o ° ° ° ° ° ~ ~ ~ ~ ~ ~ o ° 0 o " ° " ° \ Deck Type (��u/ - _ . / _-«�� 573 \ --------- Faslener Type &3pacmg: a. -__ ° = ° Notice 0fACC'Dt8nc8Number: ' Calculations): Design Wind Pressures, cU : �� � m u (From RAS 127 or p1� �Y p�. ^v -------------------- -------- ' ^' p3� xxov/,~.. -------__- ------ — _~' .. v///Pr0S� (�,"",^�_ Product Pressure °~ °~ ~ ~ o ° • ° /FrOnn� the r/�o�ure , ..= ruuct ApDrOva/ Specific System): ^ ' Steep Sloped Roof System Description /--'-' )(3 64 nonmxom/o/wcconp_u/''' Florida Building Code•EdiliorP2:904••• • High - Velocity Hurricane Zone lyniiorT1 t;ennit A ® • • •• • • ppl=callon [born. • • • • • • • Section E Te • • �_� Ca 1' cu la�ions� il 1 011\401110 l h Is le systems, choose ether Method I or 2 Compare the values lo, M wllh Ihe. I \ Ir r•N equal to Ihe M, values, fur each area of Ihe rood then the file attachment rPcthud •I act cptabl� m I RIRMI caluc, arc gr cater Iltan o r e • o • ••• • e • o• • Method I "\iomcnl Ba cd Tllc Cak y l alun.Pe1fi,(!S I ® 0 • 7� o • 0 • (P I 0 ). •Z G / =io_8 . •• ..9 ,47, t' Mg- = n1 .71.,..C.7/.4 � �J7 -Q .t Paalucl Approval NI, fl(/ (P2 ( n'2 = • !G`"(L .' = M,, t,.. C. f7 ' x n ,� - / .9 ry Product .A ppruv;ll t`1 •Z ° Z.Zre r.9= h1i1 Pl uductAtrovalt1 4 10' / Approval `t - Method 2 `Sunpla(ICd Tlc Calculations Per Table Beloo• Required Moment of Resistance (Mr) From Table Below Mean Roof Height * Root Slope 2:12 3:12 4.12 - -- 5.12 __ - -- 28.4 6.12 26.4 l I'I -- -- x 1_ (111 11t ---- " Description - - -- Design Pressure Mean Root Height Roof Slope Al' nj ). Multiplier Rcttnrnl ;' Moment due to Aitachi cat Resistance Requited Moment Reeaanec hbnnnum PJlachmcnt Resistance Required l_plrfr Re;lslancr' FLORIDA HIJILDING CODE - BUILDING 34_4 36.5 32.2 34.4 2 M r. 15' Product Approval ful M, required Moment Resistance' 20' 30.4 32.2 30.1 28.0 Product Approval Product A pploval Calculated Prorluc 1 A pprnsal Calcnl mcd 1 Ile nunen\ (- = length runt 1'1u1u1 Approval 0 00 0 0 0 0 0 0 0 25' 38.2 360 33.8 31.6 294 Pruducr A911)00,11 - -- o m <g6 AS • • • 0 LIES AND ROOFTOP SiRUC7URl <j o•• • • • • o 0 • • O 0 0 0 • o•• 30' 39.7 37.4 35.1 32.8 305 Method 3 `Moment Bawd -151e Calct'laltons Per RAS 127' 1 5 ' = ) W x Cos ) - - -- - - - F' I - -- Product Approval (.. -- -) ' - -- -- 0 cos (1 = r ' - Product Appro.. al F" s lr- - Product Apprn v,il I: Where to Obtain Information Symbol Where to find PI or P2 or PJ RAS 127 Table 1 or by an engineertn� analysis prepared b p 1 1 y Pr: based on nscr 7 11 tub Sue 0 Job Site '\ \ss elage 11,: \\ eight \V product A rplill ;al -_ - -- 40 42.2 39.8 37.3 34.9 -- -- -7--11 2 4.4 _ - - 32 4 - - - -__ 25.9 27.1 -- - _ 28.2 30.0 'Must he used In C0) l than w Ill 11 Itsl of moment based tile systerns endorsed by Ihe Illussatrl Count I ur Uplift basal r{Ic systems ute ?luhvd 1 )' 131).119 nl Rubs and Apl:alt Compared the s;ducs for I 'svtth the values for ri II the 6' values are Locate' than 0. equal ur Ihe Iv valwa 101 each area o1 Ihe roof. Then the Isle anachmenl '.MCI hod Is acceptable 00 =width All calcula1101; mutt be sob ed ul t1,: buticlul nlhr_aal .11 the Ilan of perm0 :;pphcalron M IA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 135 NW 20 Street Boca Raton, FL 33431 0 00 0 m o 0 0 0 This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Frank Zuloaga, RRC 0 0 O 0 O 0 O 0 000 O O O 0 0 0 0 0 0 O 0 O 0 • • ° ° ° A1JA�41I, \DE COUNTY, FLORIDA m 0 0 ° • o 0° ° ° 0 • ° O 0 IVIE4 }, RO -DAVE FLAGLER BUILDING • ° o ° o ° 0 . 440 WEST FLAGCER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 ( 375 FAX (305) 375 -2908 0 00 0 0 0 00 0 0 0 0 • 0 ••• • • 0 0 00 0 • • • •m • • ▪ • • • 0 0 0 0 00 • • 0 0 0 00• •• 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 Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Atlantis Shake & Slate Concrete Roof Tile 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. NOA No.: 02-1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 ]Page ll of 6 ROOFING ASSEM Category: Sub - Category: Material: 1. 1 1 2. P DUCT DESCRIPTION Manufactured by ppllcant Monier Lifetile Atlantis Shake and Slate Tile Trim Pieces Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. ILA' APPROVAL Roofing Flat Profile Roofing Tiles Concrete Dimensions 1= 15" w = 10 1 1/4" thick 1 = varies w = varies varying thickness 2.1 SU I MIT TED (EVIDENCE: Test Specifications 7161 -03 Appendix III 94 -060A 94 -084 25- 7094 -2 25- 7094 -8 25- 7094 -5 PA 112 PA 112 Test Identifier O 0 000 0 O 0 O 0 000 O 0 0 0 0 0 0 O 0 0 0 O 0 0 O 0 o O 0 000 0 0 0 o O 0 0 m m o• 0 O 0 0 O 0 0 0 0 • o0 O o 00 • O 0 0 000 00 0 0 0 000 O 0 0 O 0 0 O 0 O 0 • • •• • m • 0 0 0 0 0 • • 0 • • 0• 0 O 0 0 O 0 0•• o• o •• 0 0 0 0 0 0 0 000 0 0 • 0 0 0 0 • • o • 0 • 0 • • • 0 0 • •• • 0 0 0• SCOPE This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. Product Description Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For direct deck, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Re ortrt Date Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) (Adhesive Set) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Dec. 1991 March, 1994 May 1994 Oct. 1994 Oct. 1994 Oct. 1994 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 2 of 6 Test Agency Test Identifier The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 PO402 Project No. 307025 Test #MDC -77 224 -47099 520109 -1 520111 -4 520191 -1 Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations O 0 00 00 O 0 • o • 0 • o 0 0 0 O 0 O 0 O 0 00• O 0 O 0 0 • • • 0 • • • Te4CNaafiW/Retort • • O O • • • • • • • • ' • •Stat;L�U 1iftTesting • • PA 102 j; Quik -Ujiva Scrawl, Direct • • • • ••• • • • • 0 • • ;Shti'�1114ifI Tasting• • PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Aerodynamic Multiplier Moment of Gravity 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 0 • 0 • • • • 0•• •O Date Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Sept. 1994 Dec. 1998 March 1999 March 1999 Sept. 1999 February 1996 April 1996 December 1996 March 1995 Aerodynamic Multipliers April 1999 Two Patty Adhesive Set System April 1999 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 3 of 6 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Atlantis Shake & Slate Tile 8.5 1.25 0.865 Table 3: Restoring Moments due to Gravity - M (ft -Ibf) Tile Profile 3 ":12 " 4 ":12" 5 ":12" 5 ":12" 7 ":12" or greater Monier Lifetile Atlantis Shake & Slate Tile Direct Deck Direct Deck Direct Deck Direct Deck DirectDeck 6.0 5.9 5.8 5.6 5.5 Table 2: Aerodynamic Multipliers - X (ft Tile Profile X (ft Direct Deck Application Monier Lifetile Atlantis Shake & Slate Tile 0.24 3. LIMITATIONS • 00 • o • 0 0 0 o m O 0 0 O 0 00 0 • • o 0 • 0 o • 000 0 0 • 000 O 0 0 00 •• 0 O 0 0 0 0 • 0 • 00. 0 • 0 • 0 0 0 • 0 0• 0 0 0 0 0 0 0 0 • 0 0 0 0 0 0 0 0 0 • 0 0 • • • • 0 • • • 0 0 0 • • 0 0 0 • • 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a eta •tic field ilplift.ttt shall be performed in • • accordance with RAS 106. • • • • • • • • • • • • • 3.3 Applicant shall retain the services of a Miami -Dade t` o u p t y • f gtif"il Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake and Slate Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 4 of 6 Table 4: Attachment Resistance Exprisile.d 'as ti Ii dment - �VI ;(1 -Ibf) for Nall -On Sy §tuns ••• • • • Tile Profile Fastener Type Direct Deck (min 46/42; ••. P • • • • • • Direct Deck ;'(lintr1.'19132" o • • ••• • 0 i Battens Monier Lifetile Atlantis Shake & Slate Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 50.3 65.5 48.3 1 Installation with a 4" tile headlap and fasterners are located a min. of 2W from head of tile. Table 5: Attachment Resistance Expressed as a Foment Mr (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Adhesive 31.3' 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance for Single Patty Expressed as a Moment - ': "r (ft -Ibf) Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile PolyPro 118.9 PolyPro 40.4' 4 Large paddy placement of 45 grams of PolyPro . 5 Medium paddy placement of 24 grams of PolyPro "A. Table 5B: Attachment i''esistance Expressed as a Moment - Mr (ft -Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Mortar Set 39.0 0 O 0 000 0 00 •• 0 0 0 0 • 0 0 0 0 O 0 0 000 O 0 0 0 0 O 0 000 0 0 0.0 0 000 0 O 0 00 • • O 0 • m • 0 - 0 • • • - 0 •• • • • NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 5 of 6 5. L 0 000 0 00 p,� 7�7��,{''� 0 000 0 • 0 ELI G • • i 0 ° 0 0 0 0 • • •• • • • o • • • 0 0 • • • 0 • All tiles shall bear the imprint or identifiab ?eirrarking of e •manufadturei r s name or logo, or following statement: "Miami -Dade County Product Control Approved ". A • •• • • 0 •0 000 00 6. UI]LDING I'ERMTI' REQUIREMENTS ° • ••• • • •• • • 0 6.1 Application for building permit shall be accdorniaitiSdjyivie4 pf,att following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS END OFF THIS ACCEPTANCE O 0 0•0 0 0 • •00 00 •• • 0 0 00 0• • O 0 • • • 0 0 0 • • • 0 • • • 0 •• 0 • • 0 • • • 0 0 O 0 0•0 0 0 0 0 •0• MONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 6 of 6 IRiII To 1 ORCAR LONGA 314 94 Street NE Miami Shores Village, FL Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date Fee Name 05/19/2006 Revision Fee 05/19/2006 Scanning Fee Friday, May 19, 2006 Permit invoice Report Perin it Typ Invoice Number: RF -5 -06 -24868 Invoice Date: May 19, 2006 Permit Number: RF -2 -06 -301 Roof Fee Type Fee Amount Calculated $35.00 Calculated $3.00 Total Fees Due: $38.00 AT 24 RQ 3 Inspection Number: INSP -8867 Permit Number: RF -2-06 -301 Inspection Date: 05/25/2006 Inspector: Grande, Claudio Owner: LONGA, ORCAR Job Address: 314 94 Street NE Project: <NONE> Miami Shores Village, FL Contractor: ADVANCE ROOFING, INC Building Department Comments Wednesday, May 24, 2006 inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Final Work (Classification: Roof - New Phone Number (954)254 -0491 Parcel Number 1132060136190 Lot: Phone: 305 - 522 -6868 Page 1 of 2 Passed Inspector Comments Ord( d es . Ls G a , f cl No ' T � ic/ U 2,-ea 4_, _ a y� (— 4 /ec_ ?1() v L i K, ir.j t�rs�� Failed C. rPection Needed Re-i nspectio ily flee ($75 ) ;„ICY No Additional Inspections can be scheduled re- inspection fee is paid. T Mr 2 6 IN until Inspection Number: INSP -8867 Permit Number: RF -2-06 -301 Inspection Date: 05/25/2006 Inspector: Grande, Claudio Owner: LONGA, ORCAR Job Address: 314 94 Street NE Project: <NONE> Miami Shores Village, FL Contractor: ADVANCE ROOFING, INC Building Department Comments Wednesday, May 24, 2006 inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Final Work (Classification: Roof - New Phone Number (954)254 -0491 Parcel Number 1132060136190 Lot: Phone: 305 - 522 -6868 Page 1 of 2 Permit Number: RF -2 -06 -301 Invoice Number: RF-5-06-24978 Applicant: ORCAR LONGA Company Name: Permit eceipt Date Payment Type CheckNum Amount 05/26/2006 Cash $75.00 Total Payment: $75.00 Friday, May 26, 2006 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 pnspection Number: INSP -18495 Permit Number RF -2-06 -301 Inspection Date: 05/30/2006 Inspector: Grande, Claudio Owner: LONGA, ORCAR Job Address: 314 94 Street NE Project: <NONE> Miami Shores Village, FL Contractor: ADVANCE ROOFING, INC Buildinca Department Comments Friday, May 26, 2006 ©0„, Block: Permit Type: Roof In spection Type: Final Roof ork Classificati • -n: Roof - New Phone Number (954)254 -0491 Parcel Number 1132060136190 Lot: Phone: 305- 522 -6868 Page 2 of 2 - ) Inspector Comments . FelOed C*rrectiow Needed O e4 spectior Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 pnspection Number: INSP -18495 Permit Number RF -2-06 -301 Inspection Date: 05/30/2006 Inspector: Grande, Claudio Owner: LONGA, ORCAR Job Address: 314 94 Street NE Project: <NONE> Miami Shores Village, FL Contractor: ADVANCE ROOFING, INC Buildinca Department Comments Friday, May 26, 2006 ©0„, Block: Permit Type: Roof In spection Type: Final Roof ork Classificati • -n: Roof - New Phone Number (954)254 -0491 Parcel Number 1132060136190 Lot: Phone: 305- 522 -6868 Page 2 of 2 LG ENGINEERING SERVICES, INC. Consulting Engineers 2020 Northwest 7th Street Miami, Florida 33125 ENGINEER , Tel: (305) 649-6454 Fax: (305) 541 -3298 Advanced' Construction 645 West 65 Drive Hialeah, Florida 331 l 2 Project: Dear Sirs; 'FILL U PUFF TEST Residential Horne 314 Northeast 94 Street. Miami, Florida Information provided by elierrl: Permit Number: 206301 Date Completion.: February 21, 2006 {tooling Contractor: Advanced Construction LC .Engineering Services, Inc. Project Number: LG06 -1735 (Testing Laboratory Certificate #00 -0224.07) May 10, 2006 In accordance with your request and authorization, a representative of LG Engineering .Snrvic c , Inc. completed the Roof Tile Uplift 'Jest at the above referenced project. This testing was performed in general accordance with Roo[ingApplication Standard TAS No.106 -- Standard procedure for (.field verification of the bonding of mortar or adhesi set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project. was reported to be Lifetilc Roof Tile. This tile was reported to have been foamed in place. At the time of this testing, one test for every corner, one test .for every 100 square feet of roof tile in the perimeter area and one test for every 200 square feet of roof tile in the field area were tested. Initially the entire area of the roof was examine for loose tile. More than 10% of the roof tile lo in the field area and more than 20% of the roof tle at the roof perimeter and corner were ) examined. Based on oui'tcst t,0sutts,l� c conclude that lbc mstallattoti.of the ioof th� e he Prdje,ci t i r t t e ,�1s J t� dttr� (he abo iimenlroncd protocol Attached pieasc.fitnd a copy of out, j.esttcpot foot youI tevlcv;) r LG Engineering Services, Inc. appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; LG Engineering Services. Inc. /Moliamad Sonny Salleh, P.E. Project Manager TILE UPLIFT TEST Residential Home 2;14 Northeast 94 Street Miami, Florida Test Number Test Load (Ibi) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Report of TILE UPLIFT TEST for Residential Home 314 Northeast 94 Street Miami, Florida Project Number: LGO6-1735 LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG06 -I 735. Pine I Test Number Test Load (lbf) Test Status 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass LG Engineering Services, Inc. -- Tile Uplift Test Resell -- Project Number: LG06 - 1733, Page 2 ° Test Number Test Load (lbf) Test Status 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 6? 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass LG Engineering Services. Inc. -- Tile Uplift Test Result -- Project Number: LG06 -1 33. Page 3 - \101 d J_ + I T + + + T + I + T T L I + + T I I T 75' Y + , T I _ T + _ + T + I T + + + T I I 1 + -�- +� T T T APPEOX. GOOF . 151" L -OCAfl J5 AND DIMEN510N5 BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building - Architect Contractor or Builder PERMIT MIAMI SHORES VILLAGE, FLORIDA N9 6677 - DATE A ( Contractor's License No. Work to be performed under this Permit Legal Lot 11 Subdi- Description B1 vision Address of . , ' Value of ..' ,,;,, ..; • P A e mou it n s t of . , b . Building Project $ ('' 1 This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. i '''( ,•' As Signed. Z- r , INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In as cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. , CONTRACTOR OR BUILDER BY AUTHORITY AoacIT BUILDING ELECTRICAL PLUMBING ROOFING Architect Contractor or Builder Legal Description — Lot MIAMI SHORES VILLAGE. FLORIDA ❑ DATE t 195 - PERMIT N° 6938 Owner of r �� Building CONTRACTOR OR BUILDER Bl Address of Building Work to be performed under this Permit �_ J r ll✓ ( r f Subdi- vision Value of Project V`) $ Contractor's License No. This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings cr in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. s „ Signed — Amount of u Permit $ In consideration of the issuance to me of this permit I agree to perform the work covered'hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY Date 0 - . 3 - -c aut APPROVED: ze the above -n c' Sig an ture of owner Date: - 9 ' Zoning PERMIT APPILIICCATCII Qualifier S (?:5/,t ed contractor d /or Condo Notary as to Owner and /or My Commission Expires: FEES: PERMIT 3 0. RADON 11 Job Address .3/ -"Ie 9 Owner / Lessee / Tenant �M Y /77 President EMMA M. GRANT MY COMMISSION 9 CC 231686 EXPIRES: September 27, 1996 Bottled rnv Natvy Public Undervrdiers Mechanical Plumbing N FOR MIAMI SHOVES VILLAGE Legal Description Z/ // . / ma c � d/ 4/4 /O, .e/ 'g Tax Folio // -3 -ca /3 /9: Master Permit # 3 7 3 J Owner's Address • / / 9 V Phone SS# —t -//9 Phone Z-- 0 , State # ice/; ' Municipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION 7 14/ 7 K �A,, e 674 /Zo 3 4 Square Ft. Estimated Cost(value) 4 � .C r //7 - 5� — WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I to do the work Fire Buildi stated. nature of Contractor or Owner - Builder to : g' - - 9 y Notary as to Co t My Commission E r EMMA M. GRANT MY COMMISSION 9 CC 231686 00 C.C.F. I. NOTARY --" TOTAL DUE 34 EXPIRES: September 27, 1998 Bond Thn i Notmy Public Undstwrtftors 0 Other Electrical Engineering GAF Building Products Corporation (BUR) 1361 Alps Road Wayne, NJ 07470 ACCEPTANCE No: 93- 1130.05 EXPIRES: :DEC 1 3 1996 APPROVED: DEC 1 3 1993 PRODUCT CONTROL NOTICE OF ACCEPTANCE **PLEASE NOTE** METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMPLIANCE DEPARTAAENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Your application for Product Approval of GAF Built -Up Roofing Systems under Chapter 8 of Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by GAF Building Materials Corporation, Factory Mutual Reasearch Corporation, and Underwriters Laboratories, Inc., has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the Specific Conditions set forth in pages 2 et . . and in the Standard Conditions detailed on page 3. Gil Diamond, P.E. Product Control Division Supervisor This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Charles Danger Building Code Compliance Department Metropolitan Dade County 11AI 111111 n.V 1111111.111•1 1.1mpoM1■1M1N Non- Nailable Deck or Acceplable Roof Insulation GAFGLAS Ply GAFGLAS Mineral Surfaced Cap Sheet South and West Zones Only Non- nailable decks or insulated decks up to 6 inches per foot slope. Poured concrete, acceptable roof insulation. See "Root Insulation," page 10, tor recommendations for roofing over GAFTEMP' Isotherm R or GAFTEMP Isotherm RL Insulation. 40 Materials Approximate Weight Per Square GAF Asphalt/Concrete Primer (when applicable) 10 lbs. GAFGLAS Ply (2 plies) 22 lbs. GAF Roofing Asphalt Interplies 50 lbs. Cap Sheet 25 lbs. GAFGLAS Mineral Surfaced Cap Sheet (1 ply) 76 lbs. Total 183 lbs. GABLA3' Specifications i -O -3 -M and NN -D -3 -M GAF Roofing Asphalt 2' Side Lap Specifications General Application recommendations detailed on pages 23 -26 shall apply in addition to the following recommendations and specifications. Application of Roofing Membrane Starting at the low point of the roof, apply two plies of GAFGLAS Ply shingle Cashion; lapping each sheet 19 inches over the preceding sheet; solidly mopping to the underlying substrate to provide two plies over the entice loot area. Asphalt Requirements Interply moppings of GAF Roofing Asphalt must be applied in a continuous film and shall consist of approximately 25 pounds per 100 square feet of root area with a tolerance not to exceed 20% plus or minus. The appropriate asphalt for the slopes involved must be used. Slope per foot Asphalt Type Up to 3" Steep ASTM Type III 3 "— 6" HT -Steep ASTM Type IV On slopes up to '/2 inch per foot, Flat ASTM Type II may be used except in Florida. Texas, New Mexico, Arizona, and California. Surfacing Apply GAFGLAS Mineral Surfaced Cap Sheet in accordance with the application instructions on page 26. so that the laps are offset from the laps of the ply sheets. Special Instructions 1. For roof slopes exceeding 1 inch per toot, all plies must be hack- nailed 4 inches in from the back edge of the felt into wood nailers. (See "Installation on Steep Roofs," page 10.) 2. For insulated decks, there are restrictions. See - Roof Insulation," page 10. UL Classification UL Class Substrate Slope Insulation A 8 NC C 2" 3 1 /2" 3A 3A UL Chart Key 1. Substrate C = Combustible and Noncombustible Combustible = Wood planks, boards, etc., plywood (nun. 'Vs. inch thickness), oriented strand board (min. t/2 inch thickness). NC = Noncombustible only Noncombustible = Steel, poured or precast structural concrete. lightweight insulating concrete, gypsum, structural wood fiberboard, etc. 2 Slope Maximum slope allowed, in inches per foot 3 Insulation 3A = Optional. GAFTEMP Perlite, Wood Fiberboard, Ibgh Density Woud Fiberboard, Isotherm R and RL, and Composite 'mutations Guarantees Available Specification Liberty Guarantees I -0-3 -M and NN -0 -3 -M 10, 5 +5, 5 yr. field design velocity pressure of -45 psf. Acceptance Number: 93 — 113 0.0 5 Approved: DEC 1 3 1993 Expires: nEC 1 3 1996 7. This roof system assembly, when bonded to an insulation substrate has been approved for use to a maximum field design velocity pressure of -45 psf. 8. Perimeter and corner areas shall have an increase in fastener density for both insulation and base sheet in compliance with the Factory Mutual Loss Prevention Data sheets 1 -28 and 1 -28S. 9. The chosen assembly must comply with the fire resistance requirements of Sections 3401.5 and 3401.6 of the South Florida Building Code. Refer to fire 'classification ratings' in the Underwriters Laboratories Current Directory. 10. Any amendments to these provisions shall be in compliance with Section 203 and 204 of the South Florida Building Code. 11. Refer to GAF specifications for appropriate flashing materials and their application. 12. Refer to one of the following GAF specifications for this application: I- B -5 -M, I- B- 5 -M/P6, I -0-4 -G, I -0- 4- G -/P6, I -0-4 -C, I -0-4-C/P6, I -0-4-M, I -0-M/P6, I- B-4 -G, I- B- 4 -G/P6, I- B-4-C, I- B- 4 -C/P6, I -B4M, I- B4 -M/P6, I -03-G, I -03 -C, I -03 -M, I- B -3 -G, I- B -3-C, N- B -5 -G, N- B- 5 -G/P6, N- B -5-C, N- B -5 -M, N- B- 5 -M/P6, N- B-4-G, N- B- 4- G(CT), N- B-4-C, N- B-4 -M, N- B -3 -G, N- B- 3- G(CT), N- B -3-C, and AI- B -3 -M. 13. A withdrawal resistance test shall be carried out on all reroof and recover projects to confirm deck integrity. 14. System may be applied to Loadmaster deck system providing the metal deck is not less than 25 ga.. The roof system shall be bonded to a suitable insulation substrate. 15. This roof assembly, when applied over a perforated Stratavent base sheet in an intermittent mopping of asphalt is approved for use over a non nailable or insulated substrate to a maximum design velocity pressure of -30 psf. 16. Walkways may be fabricated from one ply of Ruberoid Mop Plus or Torch Plus (Granule) fully bonded to the top membrane ply. Gil Diamond, P.E. Comment and Limitations Acceptance Number: _ 93 -1130 ..05 Approved: DEC 1 3 1993 Expires: [DEC 1 3 1996 membranes vertically on slopes of 1 inch per foot or more and backnail them into wood nailers or nailable decks approximately 4 inches from the back edge of the sheet. All end laps must be at wood nailers, and the top edge must nailed into the wood nailer on 6" centers. Use approved roofing nails and tin caps. The Ruberoid membranes shall be terminated at nailers as dictated above. For non - insulated wood decks, terminate and nail the end of Ruberoid membrane on the same nailer spacings indicated above. The membrane must then be nailed off on 6" centers, 2" from the top of the membrane, into the nailer or wood deck using nails with integral metal heads at least 1" round or square. The overlapping membrane must extend at least 6" past the center line of these nails. See Approved Insulation and Fastening Pattern list attached. Refer to GAF requirements for application of steep roofs. 1. Maximum slope shall be 6 ":12" unless specifically approved by GAF Technical Department (Any application over 1 ":12 ", shall require backnailing of all pies 4" in from the back edge of the felt into wood nailers.) On slopes greater than 1 ":12" all plies shall be installed parallel to the slope. Nailing shall be through tin caps 6" o.c.. All overlapping shall overlap the tin caps a minimum of 6 ". Refer to GAF requirements for installation of steep roofs. Note slope limitations on gravel surface specifications to a maximum of 3 ":12 ". 2, An overlay insulation panel is required on all applications over closed cell insulations (See Insulation List). 3. All perimeter nailer and metal profile design that' conform with Factory Mutual Loss Prevention Data Sheet 1-49. 4. All asphalt shall comply with ASTM D -312 requirements. 5. Bonding and dissimilar surfaces (other than insulation facers and asphalt saturated membranes) should be fully primed with ASTM D -41 primer for asphalt applications and allowed to fully dry. 6. This roof system assembly, when applied over a wood plank deck with an ASTM D -2626 or D -4601 base sheet mechanically attached at 9" in the lap and two rows at 18" in the field with min. 12 ga. annular ring shank nails and tin caps has been approved for use to a maximum Gil Diamond, P.E maintaining 50% adhesion, using type III or type IV hot asphalt at a rate of 25 lbs. per square ±20% or Gafglas perforated Stratavent applied dry to the insulated substrate and mopped over with a full mopping of type III or type IV asphalt over which an interply of Ply 4 or Ply 6 shall be applied. Plysheet Starting at the low point of the roof, apply one, two, or three plys of Gafglas® Ply 4 or Gafglas Ply 6 applied in an ASTM D -312 type III asphalt at a rate of 25 pounds per square ± 20 %, in shingle fashion. Install plysheets in compliance with GAF application published application considerations. Membrane (Optional) Surfacing Starting at the low point of the roof mop one ply of Gafglas® Mineral Surfaced Cap Sheet applied in an ASTM D -312 type III or type IV asphalt at a rate of 25 pounds per square ± 20 %. Cap sheet shall be applied in strict compliance with the application considerations published by GAF. Option #1: Apply not less than 400 pounds per square of ASTM D -1863 aggregate or 300 per square of slag in a 60 1bsJsq. ± 20% pour coat of an ASTM D -312 type lII or type IV asphalt. Comply with GAF slope requirements for slope and type of asphalt Gravel surfacing shall be completed as soon as practical but the membrane shall not remain exposed for more than 30 days. Option #2: Apply one of the following roof coatings at the specified rate: GAF Special Roofing Bitumen Grundy AL MB Aluminum Roof Coating GAF WEATHER COAT Emulsion GAF WEATHER COAT Emulsion AF Note slope limitations and membrane aging requirements published by GAF. Fastening Install all plies of Gafglas Felts used in conjunction with all Ruberoid /4 Acceptance Number: 93 -1130 . 0 5 Approved: 1 3 19 9 3 Expires: DEC 1 3 1996 Roof coating Rate 3 gal. /sq. 11/4 gal. /sq. 3 galJsq. 11/4 gal./sq. 7 Note: No insulation panels shall be bonded to an existing built up roof with a gravel surface without full removal of the loose gravel, priming of the surface with ASTM D-41 primer, and a flood coat of asphalt, prior to mopping of the insulation with bonding asphalt. Refer to GAF published application considerations for insulation application and to attachment requirements published in the current Factory Mutual Approval Guide. Basesheet Option #1: Acceptance Number: 93 1130.05 Approved: DEC 1 3 1993 Expires: t. AMC 1 3 1996 with Section 3401.9(c) of the South Florida Building Code. Prior to application, all existing roof surfaces used as a bonding substrate shall be tested for uplift resistance in compliance with ASTM E -907 to the calculated design velocity pressure of the roof deck. Existing roof surfaces and dissimilar materials must be fully primed with ASTM D-41 primer and allowed to dry. If insulation board is bonded to the existing roof or to a base sheet no one dimension should be greater than 4 ft. If more than one insulation layer is applied, the top layer may be mechanically attached or bonded in a full mopping of ASTM D -312 type III or type IV asphalt. One ply of Gafglas #75, Gafglas Stratavent (non perforated), Gafgas Ply 4, or Gafglas Ply 6 mechanically attached to the wood deck with approved nails and tin caps 9" o.c. at the laps and 18" o.c. staggered in two rows in the field, or over an insulation substate with insulation fastener and plate assemblies 18" o.c. at the laps and 36" o.c. staggered in two rows in the field. Option #2: One ply of Gafglas #75, Gafglas Ply 4, Gafglas Ply 6, Gafglas non - perforated Stratavent, Ruberoid 20 or Ruberoid 20 FR bonded to an insulated substrate attached with Factory Mutual approved fastening assemblies in compliance with FM class 1 -90 windstorm classification requirements, in a solid mopping or mopped in ribbons 1s ' Gil Diamond, P.E. METRO -DADE OFFICE OF CODE COMPLIANCE PRODUCT APPROVAL SECTION Insulation (Optional for wood decks only) ,-- System Number (1 (BUR) Deck ' Stee tWOoci Deck description : - steel deck, wood plank or min. 5/8" plywood. New construction and reroofing. Acceptance Number: 93- 1130.05 Approved: LIEC 1 3 19 9 3 Expires: ;DEC 1 3 1996 For steel decks less than 22 ga. but not less than 26 ga. TPR fastener and Olympic 3" round or SFS type 'S' stress plate may be utilized at a density of 1:2 ft. Field fastener testing is required on all re -roof projects to confirm a minimum withdrawal resistance of 400 lbs.. Systems installed over steel deck less than 22 ga. require written approval from GAF Technical Department. Vapor Retarder (Optional) (Optional) (Steel decks only) Any Factory Mutual approved vapor retarder with proprietary or approved adhesive or such other vapor retarder system designed by the architect or design engineer. The vapor retarder forms part of the roof assembly for fire classification. See Factory Mutual Approval Guide for listings. First ply shall not be bonded to wood decks. A red rosin sheet may be applied below the base sheet over wood and plywood decks. Wood fiber, fiberglass; perlite; polyisocyanurate; perlitelisocyanurate composite; basalt rockwool, or gypsum board: Insulation shall be either bonded to a nailed base sheet (see base sheet nailing pattern) in a full mopping of ASTM D -312 type III or type IV hot asphalt or mechanically attached with a Factory Mutual approved fastening assembly listed with the insulation panel. (See Approved Insulations and Fastening Patterns List). (Recover) Moisture content in an existing built -up roof must be in compliance Iy Gil Diamond, P.E. i Company /Applicant GAF Building Materials Corporation (BUR) TESTING Company Performing Test Factory Mutual Research Corporation /3 a Acceptance Number: 93- 1130.05 Approved: DEC 1 3 1993 Expires: 'DEC 1 3 1996 Test Name/Report J.I. 0Q6A6.AM J.I. 0T2Q4.AM J.I. OT4A1.AM J.I. IR1A6.AM J.I. 1V8A4.AM Date 07/16/91 10/17/91 08/26/92 11/15/91 06/28/93 RUBEROID Mop FR GC 10119 (5/92) Introducing RUBEROID 20/30 FR GC 10137 (1/92-1) RUBEROID 20/30 FR GC 10134 (5/92) Acceptance Number: 93- 1130.05 Approved: DEC 1 3 1993 Expires: : DEC 1 3 1996 Gil Diamond, P.E. System Description: Acceptance Number: 9 3 - 1130.05 Approved: OEC 1 3 1993 Expires: i®EC 1 3 1996 GAF Bulilding Materials Corporation has been manufacturing commercial roofing products for more than 100 years. GAF produces a wide range of roof products for built -up and modified bitumen roofing systems. The modified bitumen products include both APP (Atactic Polypropylene) and SBS (Styrene Butadien Styrene) products in smooth, granule and fire rated versions. In addition GAF offers two ply modified systems to meet the demands for multilayer SBS modified specificatons. GAF products are distributed through a wide network of roofing wholesale distributors thoughout the South Florida area. The Technical Service Office is located in Wayne, New Jersey and can be contacted at 1- 800 - ROOF -411. GAF provides warranted sytstems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the Ruberoid Modified Bitumen Application and Specification manual published annually. The GAF Roof System Assemblies gave been extensively tested at Factory Mutual Research Corporation and Undrewriters Laboratories. Five classifications for assemblies are listed in the current U.L. Roofing Material Directory and the current Factory Mutual Approval Guide. GAF Modified Bitumen membranes have been tested in compliance with ASTM D -5147 test requirment. Test data is on file. The following documents were submitted with the application: 1993 Sweets Catalog Intrducing Ruberoid 20/30 FR Information Sheets: GAFGLAS® Stratavent Base Sheets GC10043 (5/92) GAFGLAS Mineral Surfaced Cap Sheet GC10042 (5/92) GAFGLAS Flashing GC10044 (5/92) GAFGLAS #75 Base Sheet Gc10041 (5/92) GAFGLAS Ply 4 GC10040 (5/92) GAFGLAS Ply 6 GC10039 (5/92) Cements and Coatings 2223 -308R3 GAF Vent Stacks (1990) Built -Up Roofmg Asphalt 2223 (1986) GAFGLAS® Built -Up Roofmg Applications and Specifications, 1993 GAFGLAS® Ruberoid Modified Bitumen Roofing Application and Specifications, 1993 Commercial Roofing Systems and Products, 1993 RUBEROID® Torch Plus GC10040 (5/92) RUBEROID Torch FR GC10039 (5/92) RUBEROID Torch GC10122 (5/92) RUBEROID Mop GC10113 (5/92) RUBEROID Mop Plus GC10116 (5/92) if Gil Diamond, P.E Trade Names of Products Manufactured by Others: Company /Applicant Product Name FM -30, FM-45, FM -60, FM -90® Fasteners AL MB Aluminum Roof Coating Nails Tin Caps CR -Base Sheet Plate CR -Base Sheet Fastener CR -1.2 Base Sheet Fastener Nail -Tite® Type A Tin Caps Red Rosin FM 30 Disc Nail -Tite® Type R 1D Approved: 111:1, ) d ) y y Expires: DEC 1 3 1996 Product Description Base Ply Fasteners (Lightweight Insulating Concrete only) Roof Coating Min. 412 corrosion resistant annular ring shank nails, FF- N- 105 -B, Type 2 Min. 32 ga. x 1 5/8" corrosion resistant circular discs 2.75" galvalume steel stress plate CR -10 coated galvanized steel fastener. Head size: 1.125" x 1"; Length: 1.2" CR -10 coated galvanized steel fastener. Head size: 1.125" x I"; Length: 1.2" Galvanized steel Base Ply Fastener (Lightweight Insulating Concrete only) Min..010" (32 ga.) x 1" corrosion resistant disc Rosin paper for barrier layer on wood decks Disc for ES Products FM-45 and FM-60 Base Ply Fasteners Galvanized steel Base Ply Fastener (Lightweight Insulating Concrete only) (See FM listings for approved insulation fasteners with specific insulation panels.) Manufacturer ES Products, Inc. Grundy Industries Generic Generic Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. ES Products Generic Generic • ES Products, Inc. ES Products, Inc. Trade Names of Products Manufactured by Others: Company /Applicant GAF Building Materials Corporation (BUR) Product Name Insulfixx Fastening Systems Steel & Concrete Insulation Fastening Assembly Dekfast Fastening Assemblies Roofgrip, Gripdek Olympic, Contite Rawl Spike® New Striker, Tapcon Dekfast #14 & #15 Pneutek CDIF ASTM D-41 Primer ASTM D -312 roofing asphalt Rawl Deck Screw Rawl Loop Toggle Rawl Rawlite® Acceptance Number: 93 1130.05 Approved: Expires: Product Description Steel & Concrete Insulation Fastening Assembly Steel & Concrete Insulation Fastening Assembly Steel & Concrete Insulation Fastening Assembly Concrete Insulation Fastening Assembly Insulation Fastening Assembly Insulation Fastening Assembly Insulation Fastening Assembly Asphalt Primer Bonding Asphalt Steel & Concrete Insulation Fastening Assembly Lightweight Concrete Insulation Fastening Assembly Lightweight Concrete Insulation Fastening Assembly (See FM listings for approved insulation fasteners with specific insulation panels.) DEC 131993 DEC 1 3 1996 Manufacturer • SFS/Fabco Construction Fasteners, Inc. ITWBuildex Olympic The Rawlplug Company ITWBuildex ITWBuildex Pneutek Generic Generic The Rawlplug Company The Rawlplug Company The Rawlplug Company Trade Names of Products Manufactured by Applicant: plastic) Acceptance Number: 93-1130 . 0 5 Approved: [DEC 1 3 1993 Expires: iOEC 1 3 1996 systems used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. GAF Vent Stacks shall be used for flashing applications only. Trade Names of Products Manufactured by Applicant: GAF Plastic Cement GAF JetblakT*' All- Weather Plastic Cement GAF Asphalt/Concrete Primer GAF Mineral Shield® Granules GAF Gaftite Roof Insulation Fasteners 7 Acceptance Number: 93- 1130.05 Approved: WE 1 3 1993 Expires: tOEC 1 3 1996 GAF Plastic Cement is used for installing flashing material. Coverage: 75 lbs. /square; Packing: 1 and 5 gallon pails, 53 gallon drums. GAF Plastic Cement shall be used for flashing applications only. GAF JetblakTA All- Weather Plastic Cement is used to install flashing and may be applied on wet surfaces. Coverage: 1 gallon/14 ft.'; Packing: 1 and 5 gallon pails. GAF JetblakTm All- Weather Plastic Cement shall be used for flashing applications only. GAF Asphalt/Concrete Primer used to promote adhesion of asphalt in built -up roofing. Coverage: 1 -2 gallons/square; Packing: 5 gallon pails, 53 gallon drums. GAF Asphalt/Concrete Primer shall be used for flashing applications only. Granules for surfacing of exposed asphalt, cold process or emulsion. Packing: 601b. bags. GAF Mineral Shield® Granules shall be used for flashing applications only. Various fasteners for use over steel, heavy steel, plywood, structural concrete, cementitious wood fiber, gypsum, and lightweight concrete decks. GAF Gaftite Roof Insulation Fasteners shall be used for flashing applications only. Vent Stacks (metal and GAF Vent Stacks are one way valve Trade Names of Products Manufactured by Applicant: Gafglas® Stratavent Perforated GAF Weather Coat® Emulsion GAF Fibered Aluminum Coating GAF JetblakT"d Flashtite® Cement Acceptance Numoer: J i- 1130.05 Approved: • DEC 1 3 1993 Expires: tOEC 1 3 1995 Dimensions: 39.4" x 30.5'; Roll size: 100 ft. Gafglas® Stratavent Perforated is an asphalt coated base sheet with a glass fiber mat. The bottom side of Gafglas® Stratavent Perforated is surfaced with granules. Gafglas® Stratavent Perforated has 5/8" diameter perforations cut 3" o.c. and is for use over nailable decks. Gafglas® Stratavent Perforated shall be used for flashing applications only. Roll weight: 60 lbs; Dimensions: 36' x 3'. GAF Weather Coat® Emulsion is a surface coating for smooth - suraced roofs. Coverage: 2.5 gallons/square.; Packing: 5 gallon pails. GAF Weather Coat Emulsion shall be used for flashing applications only. GAF Fibered Aluminum Coating is used to protect smooth- surfaced composition roofs,metal, and masonry. Coverage: 2 gallons/square; Packing: 1 and 5 gallon pails. GAF Fibered Aluminum Coating shall be used for flashing applications only. GAF Jetblakm Flashtite® Cement is used for flashing and cave construction. Coverage: 75 lbs./square; Packing: 1 and 5 gallon pails, 53 gallon drums. GAF JetblakT*r Flashtite® Cement shall be used for flashing applications only. Trade Names of Products Manufactured by Applicant: Ruberoid® 20 (FR) Ruberoid® 30 (FR) Ruberoid® Torch Granule Ruberoid® Mop Granule Acceptance Number: 9 3 — 113 0 Approved: 'DEC 1 3 1993 Expires: L 1 3 1996 Ruberoid® 20 (PR) is the bottom ply of a two ply system also consisting of Ruberoid® 30 (FR) as the top ply. Ruberoid® 20 FR is a fire retardant polymer SBS modified bitumen. Ruberoid® 20 (FR) shall be used for flashing applications only.Roll weight: 95 lbs.; Dimensions: 39.4" x 45.5'; Roll size: 150 ft. Ruberoid® 30 (FR) is the top ply of a two ply system also consisting of Ruberoid® 20 (FR) as the bottom ply. Ruberoid® 30 (FR) is a fire retardant polymer SBS modified bitumen and surfaced with granules. Ruberoid® 30 (FR) shall be used for flashing applications only. Roll weight: 92 lbs.; Dimensions: 39.4" x 30.5'; Roll size: 100 ft. Ruberoid® Torch Granule is a modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Torch Granule is surfaced with mineral granules and applied by torch. Ruberoid® Torch Granule shall be used for flashing applications only. Roll weight: 102 lbs.; Dimensions: 39.4' x 30.5'; Roll size: 100 ft. Ruberoid® Mop Granule is a modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Mop Granule is surfaced with mineral granules and applied in hot asphalt. Ruberoid® Mop Granule shall be used for flashing applications only. Roll weight: 103 lbs.; Trade Names of Products Manufactured by Applicant: Ruberoid® Mop Plus Ruberoid® Mop FR Ruberoid® Mop Smooth Acceptance Number: 93- 1130.05 Approved: DEC 1 3 1993 Expires: IDEC 1 3 1996 bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Torch Smooth is smooth surfaced and applied by torch. Ruberoid® Torch Smooth shall be used for flashing applications only. Roll weight: 87 lbs.; Dimensions: 39.4" x 30.5'; Roll size: 100 ft. Ruberoid® Mop Plus is a 'Heavy Duty' modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Mop Plus is surfaced with granules and applied in hot asphalt. Ruberoid® Mop Plus shall be used for flashing applications only. Roll weight: 98 lbs.; Dimensions: 39.4" x 30.5'; Roll Size: 75 ft Ruberoid® Mop FR is a fire retarding modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Mop FR is surfaced with mineral granules and applied in hot asphalt. Ruberoid® Mop FR shall be used for flashing applications only. Roll weight: 110 lbs.; Dimensions: 39.4' x 22.8'; Roll Size: 75 ft. Ruberoid® Mop Smooth is a modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Mop Smooth is smooth surfaced and applied in hot asphalt. Ruberoid® Mop Smooth shall be used for flashing applications only. Roll weight: 88 lbs.; Dimensions: 39.4" x 30.5'; Roll size: 100 ft.2. Trade Names of Products Manufactured by Applicant: Gafglas® #75 Gafglas® Mineral Surfaced Cap Sheet Gafglas® Flashing Ruberoid® Torch Plus Ruberoid® Torch FR 5 Acceptance Numbc r: 9 3-1 1 3 0.0 5 Approved GEC 1, 3 j 29 3 Expires: - b Gafglas® #75 is an asphalt coated base sheet with a glass fiber mat. Roll weight: 75 lbs.; Dimensions: 3' x 108'. Gafglas® Mineral Surfaced Cap Sheet is an asphalt coated glass fiber mat cap sheet surfaced with mineral granules that is in compliance with ASTM D -249. Roll weight: 76 lbs.; Dimensions: 3' x 108'. Gafglas® Flashing is an asphalt coated glass fiber mat flashing sheet available in three sizes. Roll weight: 25 lbs., 38 lbs., 76 lbs.; Dimensions: 1' x 72', 11/2 x 72', 3' x 72'. Ruberoid® Torch Plus is a modified bitumen membrane with a polymer asphalt coated polyester mat Ruberoid® Torch Plus is surfaced with granules and applied by torch. Ruberoid® Torch Plus shall be used for flashing applications only. Roll Weight 93 lbs.; Dimensions: 39.4" x 22.7'; Roll Siie: 75 11 Ruberoid® Torch FR is a fire retarding modified bitumen membrane with a polymer asphalt coated polyester mat Ruberoid® Torch FR is surfaced with mineral granules and applied by torch. Ruberoid® Torch FR shall be used for flashing applications only. Roll weight: 90 lbs.; Dimensions: 39.4" x 22.8'; Roll Size: 75 ft.!. Ruberoid® Torch Smooth Ruberoid® Torch Smooth is a modified Manufacturer: Contact: Trade Names of Products Manufactured by Applicant: Gafglas® Ply 6 Gafglas® Ply 4 Gafglas Stratavent® METRO -DADE BUILDING CODE COMPLIANCE PRODUCT APPROVAL SECTION ROOF SYSTEM APPROVAL GAF Building Materials Corporation (BUR) 1361 Alps Road Wayne, NJ 07470 Product Control No.: System: Membrane Roofing System Subsystem: BUR Type: Built up Roofing System Roofing System Type: Asphalt William J. Woodring Director of Technical Services (201) 628 -3000 Acceptance Number: 93— 1 1 3 0.0 5 Approved: C 1 3 19 9 3 NC Expires: , 3 1995 Gafglas® Ply 6® is an asphalt coated roofing felt with a glass fiber mat. Roll weight: 521bs.; Dimensions: 3' x 180' Gafglas® Ply 4 is an asphalt coated roofing felt with a glass fiber mat. Roll weight: 44 lbs.; Dimensions: 3' x 180'. Gafglas Stratavent® is an asphalt coated base sheet with a glass fiber mat. The bottom side of Gaflas Stratavent is surfaced with granules. Roll weight: 691bs.; Dimensions: 3' x 36'.