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ROOFING
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Dated' • / 1 - ft/Job /Job Address /®F'J' die t Tax Folio // Legal Description- f Owner / Lessee / Tenant r�,11 • CO 11 Master Permit it 3.5"6:02 Owner's Address /e -S" 1 % 9 d. Contracting Co., Q sieS d a R �� Address 0 °® Qualifier ,A1 /wer_ 5' % ,w C Phone 4 State # 7/ `7 Municipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN APPROVED: ** * * * Notary as t er and / •r Condo My Commission Expires: ♦PA PU OFFSCAL R'O'i v E': 0 1 . E 4 n C EIrT L'A�:4i077 y CONXI33tOZ CC202129 SION EV 28 1998 Phone7..i' / - .� ;/7' WORK DESCRI PT N 4 �� �����q ate, / f ��� � � V.,0G 4'," �Q 4. 119 e // /47 Square Estimated Cost(value) 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 author above -nam 7contractor to do the work stated. S gnature of owr, ( and /or Condo +. Date: ure of Contracts ar, (hanEar- ld `Q ,E1V PU OFF:CIA% :,:07A2 V e _1;„ CAEC:Ni' IZAF OtiI '-(17 COMM mu Flt °na .(11 Q �° " 9 4.. 6F fl JU 26.19$�? Si Da : Notary as to Contract My Commission Expires: * * * * * * * * * * * ** PEES: PERMIT RADON C.C.F. )/e NOTARY TOTAL DUE,/ (?ir Fire Other Zoning Building - \ Electrical Mechanical Plumbing Engineering Dar Ju Pa p F kiNkii To Whom it May Concern: • 1361 Alp;; Itu,,j Wayr►c NJ 0/:I/03689 (201) G28 3000 June 15 e 1993 Subject: Compliance of CAP Dade Count CAP Commercial Roofing Y South Florida Building Code g Systems Chapter the minimum re4 of the South Florida the m where quirements for a built Building system in section g Code establishes suffice, at least 0 base sheet and 5 roof section for Group a X mineral under 3403.e all materials Occ upancies, surfaced felt roof membrane mustFurther roof membrane ne bear the used in the con struction B o r C plies a GAFGLAS® built label for Class A, of the exceed these minimums up roof B or C content as well in both systems with three or more content Corporation physical water o,GAF their p °ration GAFG strength, Also, proofing asphalt w rappers. LAS felts all GAF Building their fire wrappers. For y our information carry Systems listings Y the UL Label on UL D irectory, gs in the please find attached GAF's 199 UL Roofing Materials and In n, iti add Section add 1 (a) the South Florida Build' portion there of (1) u beiddcngs and struc signed and co nstructed Building states in forces of W • � shall a height h f, shall nt every a h 1 30 feet above A minimum wind velocity o resist the (a) (2) • The minimum level is stated Y of 120 MP11 at various heights are minimum 2309. listed wind velocity in erection gh of th in Table 23_ pressures expected at inte rpretati on left to a qualified values as they relate to Code. The be left In addition professional to roof in membrane addressing and the Code g should in the to e enforcement perimeter field of t , the forces on i nstalled attachm of the a roof 1t is imperative e roof quite carefully, r oof membrane be desi that The geed and e valuatio n Mutual Research Corporation n of the n has addition n f wind resistance done deck /roof testing the of roofing e xtensive membrane uplift resistance g systems. In deck /,rr1 , , as semblies, °f s pecific FM Loss designs that it FM has identified roof LO_,, Prevention tha it recognizes perimeter as being wind resistc„,t, 1 -49 addresses perimeter details. .". 11,1,1•,11 Mw II111AI '. i. /.1 •' ' ..A141.14 To Whom It May Concern: • 1361 AIp Ruud Wayne NJ 0/4/0 3689 (201) 628 3000 June 15, 1993 Subject: Compliance With Dade County South Florida Building Code or GAF commercial Roofing Systems Chapter 34 of the South Florida Building Code establishes the minimum requirements for a built up roof system in section 3401.7 where a 130 base sheet and a 155 mineral surfaced felt suffice, at least for Group J Occupancies. Further, under section 3403.4, all materials used in the construction of the roof membrane must bear the UL label for Class A, B or C constructions. GAFGLAS® built up roof systems with three or more plies exceed these minimums in both water proofing asphalt content as well as physical strength. Also, GAF Building Materials Corporation GAFGLAS felts all carry the UL Label on their wrappers. For your information, please find attached GAF's UL fire resistance listings in the 1993 UL Roofing Materials and Systems Directory. In addition, the South Florida Building Code states in Section 2309.1 (a) (1) "Buildings and structures, and every portion there of, shall be designed and constructed to resist the forces of wind pressure." A minimum wind velocity of 120 MPH at a height of 30 feet above ground level is stated in Section 2309.1 (a) (2). The minimum wind velocity pressures expected at various heights are listed in Table 23 -C of the Code. The interpretation of these values as they relate to roofing should be left to a qualified professional and the Code enforcement staff. In addition to addressing the forces on the roof membrane in the field of the roof, it is imperative that perimeter attachment of the roof membrane be designed and installed quite carefully. The Factory Mutual Research Corporation has done extensive evaluation of the wind resistance of roofing systems. In addition to testing the uplift resistance of specific roof deck /roof membrane assemblies, FM has identified perimeter attachment designs that it recognizes as being wind resistant. FM Loss Prevention Data Sheet 1 -49 addresses perimeter details. Dade county Commercial Routing Jude 15, 199J Paige 2. Regarding the wind resistance of specific constructions, FM presently recognizes two levels of performance, 1 -60 and 1 -90. A 1 -60 FM Approved construction has been tested to an uplift pressure force of at least 60 pounds per square foot. A 1 -90 FM . Approved construction has been tested to an uplift pressure force of at least 90 pounds per square foot. GAF Building Materials Corporation has tested numerous roofing constructions at FM for uplift resistance. Those assemblies that have met FM's minimum 1 -60 uplift requirements as well as minimum fire resistance and other FM requirements are listed in FM's annual Approved Roofing Products Guide. Attached are copies of GAF's current GAFGLAS and RUBEROID listings. If there are any questions regarding these listings, call GAF at 1- 800- ROOF - 411 or call FM directly at 617- 762 - 4300. Sincerely, B. Randall Ziegler National Manager Technical Services . 1 . I METRO-DADE TO: FROM: DATE: SUBJECT: Example: ALL BUILDING OFFICIALS, ROOFING INSPECTORS AND STRUCTURAL PLAN EXAMINERS IN DADE COUNTY Charles Danger, P.E. Director June 21, 1993 Roofing Permits and Procedures METROPOLITAN DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 It is important that requests for permits be accompanied by appropriate documentation as to what system, manufacturer, how it is to be applied, that it will comply with the South Florida Building Code (Chapter 23 Section 2309) for wind uplift. Two copies are required, one to be kept with office copy, the other to be attached to roof permit and posted at jobsite, so that personnel applying roof as well as inspector inspecting roof are applying and looking at the same assembly. Shingles: An approved Shingle Manufactures Specification Sheet and Product Control Approval Sheet. Tile:' Tile Manufacture Specification Sheet and Product Control Approval Sheet. Built up Roof: Manufacturers Specification Sheet, uplift requirement, perimeter detail. Exception: Small untreated wood deck without insulation shall comply with Section 3403.4(c). We are in the process of updating the information of the Product Approval Information Sheet and in the near future a typical layout of the roofing system will be part of the product control Information Sheet. TO ALL BUILDING OFFICIALS, ROOFING INSPECTORS AND STRUCTURAL PLAN EXAMINERS IN DADE COUNTY June 21, 1993 Page Two Another issue is that the roofing system approved by Dade County must be installed in the manner described in the Product Approval. For example; if the approval calls for a #43 base sheet, that is the only base sheet that can be installed. The idea of "improving" the system with another "better" base sheet is not acceptable. Thank you for your cooperation in this matter. CD:jms I(tn 11411 ;,1 :I 1 I ['1> (1(Al lfn— (.utffiiIUe I Ihd11C. IIPIIiI�• /1'.• >i:y• .Ile r.011111u :.11e, J.!iI 1e/111C11161 C COIIapOSlte, wood Ilber /1.uc .4IWrJIe i 011tpusili., phenolic. any Ilur:knl le.. I'ly bheet *three nr layers 01 Type GI "GAEGLA;: ray 4" or "GAFGLAS PIy G.% hot plopped wort coal tar 1111 :n :.w lacing. 111• vet COMBINATION 1101 AND COLD SYSTEMS / ) Class A / 1 / Duck: NC Incline: 2 (((� Insulation (Optional): (Inc or more loges perlue, wood fiber or glass tuber. 2 in. max. I'ly Sheet: I luee ur more Layers of 1 ype G1 'GAFGLAS Ply 4" or " GAFGLA:i PIy 6 ". Surfacing: Grundy Industries "al MB Aluminum Roo! Coating" at 1 -1/2 gal /sq. 2. Deck: NC Incline: 1 Insulation (Optional): One or more layers perlite, wood fiber. glass fiber. isocyanurate, ure- thane, perlite /isocyanurate composite. perlite /urethane composite. wood fiber /isocyanurat composite, phenolic. any thickness. PIy Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4 or "'GAFGLAS PIy 6 ". Surfacing: "Weather Coat Emulsion" at 3 gal /sq. 3. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in.. hox mopped. PIy Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. Class 13 1 Deleted. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, aivood fiber. glass fiber. isocyanurate, ure- thane, perhte /isocyanurate composite. perhte / urethane composite, wood fiber /isocyanurate composite. phenolic. any I Ply Sheet: 'Three et more layers of Type G1 "GAFGLAS Ply 4'" or "GAFGLAS Ply 6 ". hot mopped. Surfacing: Grundy Industries "al MB Aluminum Root Coaling ". 1-1/2 gal /sq. a Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber. glass fiber. isocyanurate. ure- thane, perlite /isocyanurate composite. perhte /urethane composite. wood fiber /isocyanurate composite, phenolic, any thickness. I'ly Sheet: Three or more layers of Type G 1 "GAFGUriS Ply 4" or "'GAFGLAS Pty 6 Surfacing: "Weather Coat Emulsion AF" at 1 -1/2 gal/sq. Class C 1 Duck: C- 15/32 Incline: Unlimited O Insulation (Optional): One or more layers perlite, woad fiber or glass fiber, 2 in. max. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Pty 4" or - GAFGLAS Ply 6 ". Surfacing: Grundy Industries "al MB Aluminum Hoof Coating "" at 1 -1/2 gal /sq or ' "Weather Coat Emulsion" at 3 gal /sq. S•+ 2. Deck: C -15/32 Incline: 2 Ca Insulation (Optional): One or more layers perlite. wood fiber, glass fiber. isocyanurate, ure- thane, perlite /isocyanurate composite. perlite /urethane composite. wood fiber /isucyanurate composite, phenolic. any thickness. Ply Sheet: Three or more layers of Type G1 •'GAFGLAS Ply 4" or "GAFGLAS PIy 6 ". Surfacing: Grundy Industries "al MB Aluminum Roof Coating - at 1 -1/2 gal /sq. • 3. Deck: C -15/32 Incline: Unlimited Insulation (Optional): One or more layers perlite, wood fiber. glass fiber. isocyanurate, ute- ri) thane, perlite /isocyanurate composite, perlite /urethane composite. wood fiber /isocyanurate composite, phenolic. any thickness. Ply Sheet: Three or more layers of Type G 1 "GAFGLAS Ply 4 " or "GAFGLAS Ply U. rU . Surfacing: "Weather Coat Emulsion at 3 gal /sq. SINGLE PLY MEMBRANE ROOFING SYSTEMS u1 UnIeSS otherwise indicated phenolic insulation may be used in any of the following systems. Unless otherwise indicated any of the following Single Ply Membrane Systems may utilize multiple • layers of fluberoid Membrane. i Class A— Ballasted rI) 1. Deck: NC Incline: 2 I' Insulation: One or two layers "Isotherm R' any thickness. loose Laid or mechanically fastened iu Membrane: Any UL Classified membrane used in a ballasted system. Sur facing: River Bottom Stone, 3/4 to 1 -1/2 in. dia.. 1000 Ibs/sq. o) Class A —Fully Adhered • 1. Deck: NC Incline: 1/2 •f-1 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate. we- q-i thane, perlite/isocyanurate composite. perlite /urethane composite. wood fiber /isocyanurate O composite, phenolic. any thickness. O Base Sheet (Optional): One or more layers of Type 61. G2 or G3. V. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule). "Ruberuid 'Torch ,_1 I'Ius" (granule), " Ilubcroid Mop" (smooth or granule) or "Huberoid Mop Plus" (granule). ::) Surfacing: Gravel. 400 Ibs /sq, loose laid ur applied in a flood coat of hot routing asphalt. 2. Deck: NC Incline: 1/2 Cr) Baso Sheet (Optional): One or more layers of Type GU. G2 or G3. at Membrane: One or more layers of " "Ruberoid Torch" (smooth or granule). - Ruberuid Torch of ,, Plus" (granule), " Iluberoid Mop" (smooth ur granule) or - Ruberord Mup Plus" (granule) Coating: Karnak No. 97. 1 -1/2 - 3 gal/sq. 3. Deck: NC Incline: 1/4 Insulation (Optional): One or more layers perlite, wood fiber. glass fiber. any thickness Base Sheet (Optional): One or more layers of Type 61. G2 or G3. Mem4rane: One or more layers of " "Ruberoid Torch" (smooth or granule). "Ruberuid Torch I'Ius" (granule), " Ruberoid Mop" (smooth or granule) er - Iluberord Mop Plus" (granule) Coating: Karnak No. 97. 1 -1/2 - 3 gal /sq. 4 Deck: C- 15/32 Incline: 1/2 Insulation: One or more layers perlite. glass fiber. lsacy•nutale, urethane. perhte /rsocyJnii LOOK FOR MARK ON PRODUCT A GAFGLAS® Glass Felt Based Products Used in RUBEROID . Roofing Materials Product GAFGLAS STRATAVENT (Vent Ply) for Nailable Decks —also referred to as Nailable STRATAVENT. A moisture - resistant and flame - retardant inorganic base sheet, asphalt coated and surfaced with mineral granules. Designed for mechanical attachment only over nailable decks, including poured -in -place decks. GAFGLAS 1175 Base Sheet —A heavyweight asphalt coated glass base sheet, fully coated on both sides, for use as a base ply in the construction of built-up and modified bitumen roofs GAFGLAS® PLY 6®-- -A prenriunr grade, asphalt impregnated, glass ply sheet for use in the construction of hot applied built -up roots. / GAFGLAS Ply 4 —A strong, lightweight, asphalt impregnated glass ply sheet tor use in the construction of hot applied built -up roofs. GAFGLAS Mineral Surfaced Cap Sheet —An asphalt coated mineral surfaced cap sheet for use as the finish ply in the application of hot applied built -up roofs and as a top ply in flashing construction. (Not available in all GAF Sales Districts.) Flashing Materials Product GAFGLAS® Flashing —A strong, heavily asphalt- coated glass flashing sheet used in the construction of base (lashings for built -up roof systems. GAFGLAS Mineral Surfaced Cap Sheet —An asphalt coated mineral surfaced cap sheet for use as the finish ply in the application of hot applied built -up roofs and as a top ply in flashing construction. (Not available in all GAF Sales Districts.) GAFGLAS® PLY 6®—A premium grade, asphalt impregnated, glass ply sheet for use in the construction of hot applied built -up roofs. GAFGLAS Ply 4 —A strong, lightweight, asphalt impregnated glass ply sheet for for use in the construction of hot applied built -up roofs. • Roofing Systems (cont'd) Approx. Coverage and Weights 1 Square (100 sq. ft.) 36° wide 691bs. 3 Squares (300 sq. ft.) 36° wide 75 lbs. 5 squares (500 sq. ft.) 36' wide 45 lbs. 5 squares (500 sq. ft.) 36° wide 40 lbs. 1 square (100 sq. ft.) 36' wide 76 lbs. Approx. Coverage and Weights 72 sq. ft. roll 12`x72'/25 lbs. 108 sq. ft. roll 18'x72738 lbs. 216 q. ft. roll 36 "x72'/76 lbs. 1 square (100 sq. ft.) 36° wide 76 lbs. 5 squares (500 sq. ft.) 36° wide 45 lbs. 5 squares (500 sq. ft.) 36' wide 40 lbs. ASTM and Other Specifications UL Type G2 BUR ASTM 0 -3672 Type 11 ASTM D -4897 Type II UL Type G2 BUR Fed. Spec. SS -R- 6208, Type II ASTM D -4601 Type II UL Type 61 BUR ASTM D- 2178,Type IV and VI Fed. Spec. SS -R -6208 Type III UL Type G1 BUR ASTM D- 2178,Type IV Fed. Spec. SS- R -620B Type 111 UL Type G3 BUR ASTM D -3909 Fed. Spec. SS- R-630D Type III ASTM and Other Specifications UL Type G3 BUR ASTM 0 -3909 Fed. Spec. SS- R -630D Type 111 UL Type 61 BUR ASTM D- 2178,Type IV and VI Fed. Spec. SS -R -6208 Type 111 UL Type G1 BUR ASTM 121- 2178,Type IV Fed. Spec. SS- R -620B Type III 141EMAII CORPORATION 111•11`111•1% I.U71YU11 *111A1 Cements and Coatings (Asbestos Free) Product GAF Jetblak FLASIITITEV Cement— The finest quality in asphalt plastic cement. Unequaled in lasting and adhesive qualities. For use in the construction of built -up roofing 'lashings. GAF Plastic Cement —A high quality, trowel grade, asphalt plastic cement used for root repairs, 'lashings, cuts, etc in composition or metal roofs. GAF Jetblak All- Weather Plastic Cement —A high grade refined asphalt, blended with mineral stabilizer and reinforced with tough fibers. Special ingredient permits adhesion to wet as well as dry surfaces. For use in construction of built -up roofing flashings. GAF Fibered Alutinum Coating —A high - quality, reflective coating for surlacrny inorganic smooth- surfaced roofs and for protecting metal and masonry surfaces. GAF WEATHER COAT ® Emulsion —An asphalt emulsion for surfacing in organic smooth surfaced rools Approx. Coverage and Weights 53 gal. drurns/550 lbs. 5 gal. pails/50 lbs. 1 gal. pails 53 gal. drums/550 lbs. 5 gal. pails/50 lbs. 1 gal. pails 5 gal. pails 1 gal. pails 53 gal. drums 5 gal. pails 1 gal. pails 53 gal. drums 5 gal. pails 1 gal. pails GAF Asphalt /Concrete Primer — Penetrating asphalt coating for 53 gal. drums/500 lbs. priming concrete roof decks. Promotes adhesion of subsequent 5 gal. pails/42 lbs. coatings. 1 gal. pails GAF MINERAL SHIELD Ft Granules— For top surfacing of inorganic Packaged in 60 Ib. bags built -up roofs when ernbedded in mastic. Roofing Materials ASTM and Other Specihcatiuns ASTM 0-1586 type II ASTM D4586 Type II ASTM 04586 Type II ASTM 02824 fype III ASTM D -1227 Type IV ASTM D41 MEA- 50 -70 -M 76 o kr Sun uwo °*IINW" CIMMMAf10" Built -Up Roofing Materials Flashing Materials (continued) Product Approx. Coverage and Weights ASTM and Other Specifications GAF RUBEROID MB PLUS Granule Surfaced Membrane Mop Applied —A heavy duty, resilient, asphalt modified bitumen membrane containing a core of non -woven polyester mat coated with durable modified asphalt designed for mop application. GAF RUBEROID MB PLUS Granule Surfaced Membrane Torch Applied —A strong, resilient, asphalt modified bitumen membrane containing a core of non -woven polyester mat coated with durable modified asphalt designed for torch application. GAF RUBEROID MB Membrane Torch Applied —A strong, resilient, asphalt modified bitumen membrane containing a core of non -woven po r mat coated with durable modified asphalt designed for torch appli on. GAF RUBEROID MB Granule Surfaced Membrane Torch Applied —A strong, resilient, asphalt modified bitumen membrane containing a core of non -woven polyester mat coated with durable modified asphalt designed for torch application. GAF RUBEROID MB Membrane Mop Applied —A strong, resilient, asphalt modified bitumen membrane containing a core of non -woven polyester mat coated with durable modified asphalt designed for mop application. GAF RUBEROID MB Granule Surfaced Membrane Mop Applied —A strong, resilient, asphalt modified bitumen membrane containing a core of non -woven polyester mat coated with durable modified asphalt designed for mop application. RUBEROID MB FR Membrane Torch Applied —An inherently fire retardant membrane requiring no additional surfacing for Class A fire ratings. Same strong, resilient, modified asphalt construction as standard RUBEROID MB Membranes. Smooth surfaced, torch applied. RUBEROID MB FR Granule Surfaced Membrane Torch Applied —An inherently fire retardant membrane requiring no additional surfacing for Class A fire ratings. Same strong, resilient, modified asphalt construction as standard RUBEROID MB Membranes. Granule surfaced, torch applied. RUBEROID MB FR Granule Surfaced Membrane Mop Applied —M inherently fire retardant membrane requiring no additional surfacing for Class A fire ratings. Same strong, resilient, modified asphalt construction as standard RUBEROID MB Membranes. Granule surfaced, mop applied. RUBEROID MB PLUS FR Membrane Torch Applied —An inherently fire retardant membrane requiring no additional surfacing for Class Afire ratings. Possesses the same heavy duty, resilient, modified asphalt construction as standard RUBEROID MB PLUS Membranes. Smooth surfaced, torch applied. RUBEROID MB PLUS FR Granule Surfaced Membrane Torch Applied —An inherently fire retardant membrane requiring no additional surfacing for Class A fire ratings. Possesses the same heavy duty, resilient, modified asphalt construction as standard RUBEROID MB PLUS Membranes. Granule surfaced, torch applied. RUBEROID MB PLUS FR Granule Surfaced Membrane Mop Applied —An inherently fire retardant membrane requiring no additional surfacing for Class A fire ratings. Possesses the same heavy duty resilient, modified asphalt construction as standard RUBEROID MB PLUS Membranes. Granule surfaced, mop applied. 3 /4 square (75 sq. ft.) 39.4" wide 94 lbs. 3 /4 square (75 sq. ft.) 39.4° wide 93 lbs. 1 square (100 sq. ft.) 39.4" wide 88 lbs. , 1 square (100 sq. ft.) 39.4" wide 102 lbs. 1 square (100 sq. ft.) 39.4" wide 92 lbs. 1 square (100 sq. ft.) 39.4" wide 103 lbs. 1 square (100 sq. ft.) 39.4° wide 88 lbs/roll 1 square (100 sq. ft) 39.4" wide 102 lbs. 1 square (100 sq. ft.) 39.4" wide 103 lbs. 1 square (100 sq. ft.) 39.4° wide 107 lbs./roll 3/4 square (75 sq. ft) 39.4" wide 93 lbs. 3 /4 square (75 sq. ft.) 39.4" wide 94 lbs. See GAF RUBEROID MB Manual for additional information. 40 (1*? SIM 04/011 M11►pl *l 11 1./M0 011•11(111 laurommirommainiar Non - Mailable Beck or Acceptable Roof Insulation GAFGLAS Ply GAF Roofing Asphalt GAFGLAS Mineral Surfaced Cap Sheet 2' Side Lap South and West Zones Only Non- nailable decks or insulated decks up to 6 inches per foot slope. Poured concrete, acceptable cool insulation. See "Roof Insulation," page 10, for recommendations for roofing over GAFTEMP' Isotherm R or GAFTEMP Isotherm RL Insulation. Materials Approximate Weight Per Square GAF Asphalt/Concrete Primer (when applicable) GAFGLAS Ply (2 plies) GAF Roofing Asphalt Interplies Cap Sheet GAFGLAS Mineral Surfaced Cap Sheet (1 ply) 10 lbs. 22 lbs. 50 lbs. 25 lbs. 76 lbs. Total 183 lbs. GAFGLAS" Specifications I -0 -3 -M and NN -0 -3 -M 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 fashion; lapping each sheet 19 inches over the preceding sheet: solidly mopping to the underlying substrate to provide two plies over the entire roof 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 roof area with a tolerance not to exceed 20% plus or minus. The appropriate asphalt for the slopes involved must be used. Slope per toot Asphalt Type Up to 3° Steep ASTM Type III 3 "- 6" HT -Steep ASTM Type IV On slopes up to 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 foot, all plies must be back - nailed 4 inches in from the back edge of the felt into wood Hailers. (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 3'/," 3A 2" 3A UL Chart Key 1. Substrate C = Combustible and Noncombustible Combustible = Wood planks, boards, etc., plywood (min. ”132 inch thickness), oriented strand board (min. I/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 toot. 3. Insulation 3A = Optional. GAFTEMP Perlite, Wood Fibeibocud, Iligh Density Wood Fiberboard, Isotherm R and RL, and Composite insulations. Gua7arrtees Available Specification Liberty Guarantees I -0 -3 -M and NN -0 -3 -M 10, 5 +5, 5 yr. OAF l CO 1 A COIDOIIAiIOM Mechanically Attached Base Sheet and GAFTEMP`a' Insulation Assemblies GAFGLAS VS Base Sheet 0 te' n 6 - 36 ; 0 0— 9 These rows o1 fasteners must be staggered. 3i0verlap zr 'TT f • Asteptable Insulation GAME Fasteners As an alternative to steep asphalt attachment of the base sheet, GAF approves a mechanically attached system for use over steel, concrete, and wood decks (Refer to "Decks," page 8.) Attachment of both insulation and a #75 Base Sheet can be accomplished simultaneously employing the GAFTITE® Fastener System as shown above. This fastener placement is applicable only for the GAFTITE Fastener. The use of other fasteners is not recommended. This specification can be used with insulation boards with a minimum compressive strength of 16 pounds per square inch (Test Method ASTM 0 -1621 or C -165) and includes isocyanurates, perlite, and fiberboard products. The above base sheet/insulation attachment system utilized with RUBEROID® MB Membrane Torch Applied and RUBEROID MB Membrane Granule Surfaced Membrane Torch Applied Membrane has been tested at FM and has passed FM Class 1 -60 requirements when installed over steel decks, concrete decks, minimum 3 /e inch FR plywood decks, and minimum 2 inch wood plank FR decks. (Reference FM J.I. 002A0.A.M.) Installation of GAFGLAS® Ply Felts For RUBEROID MB PLUS installations to be guaranteed for period of up to 20 years, a base of up to three plies of GAFGLAS Ply felts is specified. The laying of GAFGLAS Ply felts shall commence at the low points of the roof. Application will not be accepted if at any point the flow of water is against the laps. The phased application of RUBEROID MB Membrane Systems is not acceptable, Application of plies normally proceeds shingle fashion, lapping each sheet over the preceding sheet 27'/2 inches, 24 inches or 19 inches depending on the number of plies. GAFGLAS Ply Felts should be allowed to unroll evenly without constant correction, or fishmouths and buckles may develop; such irregularities should be immediately cut out and repaired before proceeding. If the roll starts to run off, it should be cut off and restarted. The headlap should be nominally 2 inches, at no point should the headlap be less than 1 inch. All rolls should be rolled and broomed in place immediately behind the mop and firmly embedded into the hot mopping. Brooming should be done from the upmopped side of the roll rather than walking directly behind the roll. Dragging of the broom is suggested rather than pushing. Excessive traffic and equipment should also be kept off the completed plies until the asphalt has set in order to avoid the displacement of the asphalt. Cut off all felts a nominal 2 inches above the top of the cant at wall Application Considerations and vertical surfaces. Specific Recommendations for Torch Applications In addition to the "General Application Recommendations," the following recommendations are for all torch applied RUBEROID MB Membranes. Membrane Installation Starting at the low point of the roof surface, set the roll in the course to be followed and unroll half the roll where practical. Position the membrane to provide a minimum of 3 inch side laps and a 6 inch end lap. Using the propane torch, apply the flame to the surface of the coiled portion of the roll until the surface reaches the proper applica- tion temperature (approximately 350° F). The flame should be moved from side to side and the membrane slowly unrolled while pressing onto the underlying surface. As the surface of the roll is heated, it will develop a sheen and the texture - backed products will lose their sharp definition. The generation of heavy smoke is an indication that the surface is being overheated. When this half of the roll is secure, reroll the other half of the roll and heat weld in place in the same manner. A minimum of inch flow out of modified bitumen compound is required at all seams. Field seams should not be troweled, Vertical flashing seams may be troweled when desired for appearance. At the 6 inch minimum end laps, sufficient heat must be applied to the granule surfaced RUBEROID MB Membranes to cause the granules to sink into the top surface coating to assure a receptive surface for bonding to the overlapping next roll of RUBEROID MB Membrane. Surface Coatings Coatings or gravel surfacing are required for smooth surfaced torch applied RUBEROID MB Membrane installations to be guaranteed for 12, 15, or 20 years. Apply GAF WEATHER COAT® Emulsion, GAF Fibered Aluminum Roof Coating, or other GAF approved coating within 13 weeks. (Refer to "Surfacing," page 11.) Reapplication of surfacing should be employed as part of a periodic maintenance program. The frequency may vary depending on climatic conditions. Specific Recommendations for Mop Applications In addition to the "General Application Recommendations, " the following recommendations are for all mop applied RUBEROID MB Membranes. Membrane Installation Starting at the tow point of the root, fully embed the mop applied RUBEROID MB Membrane in a 25 pounds per 100 square feet (plus or minus 20 %) continuous coating of GAF Steep Asphalt, ASTM Type 01 or IV. At the point of application, the asphalt must be a minimum of 400° F (with a target temperature of 425° F) or 20" F above the EVT, whichever is higher. The RUBEROID MB Membrane must be positioned to provide minimum 4 inch side laps and minimum 6 inch end laps. To insure sound lap sealing, additional pressure to these areas is suggested. This can be done by using a roller or continually stepping the seams. A minimum of inch flow out of asphalt past the edge of the seam is required. Unlike torch applied RUBEROID MB Membranes, mop applied RUBEROID MB Membranes may be used in conjunction with roofing cements such as GAF Jetblak FLASHTITE® Cement, particularly for flashing applications. Surfacing Exposed, smooth surfaced RUBEROID MB Membrane Mop Applied requires ultraviolet radiation protection. Protective coatings or gravel surfacing are required and must be applied to all exposed membrane surfaces. When GAF WEATHER COAT Emulsion, GAF Fibered Aluminum Roofing Coating or other GAF approved coating is to be applied, apply Street and Number where work is to be done Remarks__ STATE OF FLORIDA, COUNTY OF DADE. ss. Chairman Member — - - Member Council Approved Building Inspect NOTE: A charge of $1.00 will be made for making corrections the Planning Board. A re- inspection fee of $1.00 will be charged • materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approyal 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. Ftirifie Owner's Name and Address Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision /C &5 is CAt egi fik a Date f 2 P NING BOARD Date Date N State work to be done and purpose of building (by floors) � — teCOF FLD1P /9A /0O /gr.- 30 IW, 7( S : 6Yi, , /' and for no other urpose. New Building Remodeling Addition Repairs 1'� No. of Stories To be constructed of Kind of C / foundation Roof Coy ring ' VO L Estimated Total cost of improvements $ (2 3' ^ fir` Amount of Permit $ • ce Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot b Maximum live load to be borne by each floor__ _. 1 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 pennit 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, Pennanent 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 ublic notice or notices as are required by the Act. The undersigned agrees to employ only such subcontract o �f k to be p rmned d 'this permit, 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 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 Disapproved Dat ( Signed) Read, Sworn to and Subscribed before me. 1 )? — +� ,19.61_ ° �} i( Street G ?C .s Notary Public, State of Florida DATE ffis My Commission Expires Member Member Member ° Disapproved Date or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building 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. Owner's Name and Address 7e 2/-; ri 6F/1' C- Registered Architect and /or Engineer /4/ Name and address of licensed contractor . !'T / MA New Building Date Date / 19 j) Location and legal description of lot to be built on: / f� Lot v/ / % Block / © Subdivision f i i�f� �/ �� �� J / Of ,g v ' f Street and Number where work is to be done - S� State work to be done and purpose of building (by floors), state exterior colors (submit samples) f/ 7 / w,r- "' Z). 6 e'/f and for no other purpose. Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements S 23. • e."6" Amount of Permit S Sti 1 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 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 obligatons 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 ch subcontractors, on work to be performed under this permit. as are licensed by Miami Shores Village. Remarks ISigneC �2? �'� STATE OF FLORIDA COUNTY OF DADE. } ss. Before me, the undersigned authority, a notary public. duly authorized to administer oaths and take acknowledgments, personally appeared to me well known. 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 : pplication, and that he did sign the same, and that all facts therein by him stated are true. Permit No. 1/97f 7 Date a J v Read, Sworn to and Subscribed before me. Disapproved (Signed) Notary Public, State of Florida Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $25.00 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 $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and'or workmanship. Remarks Disapproved (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the npproval.of the detailed statement or me 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 Minini 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. 2txnutans 28 Date ..._..._...___..._ _..._._..._. _r_..._._._..._.... , 19 .. Owners Name and Address ...... Qendeit Ra,l -ten ... ._ No. ._.. Street_.:.° b' .9Z h 55 ° Registered Architect and /or Engineer 10••• • ,.I C6enowt Roo J Co° 7357 ll'° ' JI° (sham � , ° f9 aoJru. Name and address of licensed contractor ..a ._ _._...._ _......_ ..... .........., Location and legal description of lot to be built on: Lot Block Subdivision. Street and Number where work is to be done 1085 N. 9Z11.5 Sta work done. be and purpose o oil i (b fl�e ex nov , p ano 9 2ep�ce zutlt -30 fi �'e 9 b ... .._. . .. _ zoo te e, st v ° ' fah sns an w e cenma a Piano Ce <, ° YnAlau. ,__ and for no other purpose. New Building Remodeling Addition Repairs " No. of Stories To be constructed of Kind of foundation Roof Covering 28 `ce.. Estimated Total cost of improvements $ 59 925° 00 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 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 ‘Vorkrnen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennam•nt Supplement, anti has complied with the rovisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performe under this permit; and will post or cause to be .osted 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 .ch subco Gactors, on work to be pejformed under thi pcnnit, as are licensed by Miami Shores Village. STATE OF FLORIDA, COUNTY OF DADE. i 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 t re.. Permit No.._ 4 Date 194 Read, Sworn to and Subscribed before me. ,, :4._.:.. Date. Building Inspector Notary Public, State of Florida My Commission Expires _ to me well known, PLANNING BOARD DATE Chairman Member _ ....... _ ...... ---- Mfcrnbcr Member 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 PI.tnnir.g Board. A re- inspection fce of 31.00 will be charged when such re- inspection is made necessary by Improper notice for inspection or faulty materials anti /or workmanship. My Commission Expires: Date of 16) Lob Address /MS NC ? - C � Tax Folio Legal Description Historically Designated: Yes No Owner / Tenant c / d 7t7 4ih 7 4(/ (2 l/ Owner's Address Phone -',' j / Contracting Co. - _ -- - - , - o Address FEES: PERMIT w it 40 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Qualifier SS# '.PLcne State # Municipal # Competency # Inds. Co. Architect/Engineer Address Bonding Campy Address Mortgagor Address Permit Type (circle one) BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Pa /K7 + Y'O e - f y e - // OZ 07° 110 24 3 e c C� U d - Square Ft. Estimated Cost (value) D� WARNING T WNER: YOU MUST RECORD A DI TICE OF COMMENCEMENT AND YOUR FAILURE 'IrO DO SO MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY '?: EFO • RECORDING YOUR NOTICE OF COMMENCEMENT.) RADON . • 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, S:GNS, POOLS, ROOFING and MECHANICAL 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. Furthermore, I authorize the above -named contractor to do the work stated. '77 0.0PLI Signature of owner and/or Condo President Date S . . ture of Contractor or Owner - Builder Pj / C7 7/27 Notary as to Owner and/or Condo Prtzsidctit Date Notary as to Contractor or Owner- Builder Date My Commi C.C.F. / ° NOTARY BOND TOTAL DUE 4 / APPROVED: Zoning Building "A J' I 1 ?9 Electrical Mechanical Plumbing Structural Engineer Master Permit # ;siogospm - es: OFFICIAL NOTARY SEAL o 'k V d G 8 MARGARITA MONTIEL * I = OCNBASSION NUMBER a Q CC797277 9 • MY COMMISSION EXPIRES OF p .o DEC. 17,2002 1 1 6> V6P x/)7/9" Date PH -82 PE-27 Se i` /- 4, S C�� 1 eA ePs No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 21 -25 Passed 41 -45 Passed 71 -75 95 -105 6 -10 Passed 26 -30 Passed 46 -55 76 -80 96 -110 11 -15 Passed 31 -35 Passed 56 -60 81 -87 111 -134 16 -20 Passed 36-40 Passed 65 -70 88 -94 135 -200 citing i , gineering & - nsulting, Inc PROPERTY ADDRESS: 1085 NE 97 ST PERMIT No: BP - - 1339 OWNER: JOAN CALDWELL PCA No: CONTRACTOR: RODMAN ROOFING ROOF PITCH: 3:12 ROOFING SQUARES: 25 TILE TYPE: MONIER FLAT CONTACT PERSON.: Testing Equipment: Digital Chatillon DFIS 200 THIS ROOF HAS PASSED: [X J FAILED 1 THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106. Reviewed by: 35 33 34 32 40 roz -Seda, P.E. o. 39228 & 843 Voice: 305- 256 -4550 Lab Report No. 0 4- in Building Solutions For The Construction Industry 13605 S.W. 149 Avenue, Unit 1, Miami FL 33196 • Rafael Droz -Seda, P.E. 9130 Crescent Dr. Miramar, F133025 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL PA -106 30 31 Test Tabulation "ROOF SKETCH" Front INSPECTION DATE: TEST DATE: 12/03/04 JOB NUMBER: Certificate No.02- 0501.06 Required Testing Force: 35 I 16 WWW.Floridatec.net Fax: 1-866-333-6988 North Date_ Type Insp'n Permit No. Name Address Company Phone # Inspection Date Approved Correction Re- Insp'n Fee 4s MIAMI SHORES „Lin BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request alf"ty 4351 /) J3 Type Insp'n Correction Re- Insp'n Fee O NO \1- MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 is S Building Inspection Request Date \\ • ) 0 • Permit No. CA J 5 c Name (.C, v0 g"N ,eg) Address ) 0 ` 6 S \ft.)i �? Company Phone # -P) S - 21,Q, - � 51 , Inspection Date ; I S ( Ojai X- - ❑ 7 Lf v Oar Tenant/Lessee Name Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Type of Work: ❑Addition Describe Work: uhmittal Fee S Notary $ .� Code Enforcement $ Total Fee Now Due S (Continued on opposite side) BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) , it 4 1>d ri t �,i i l( i, 0 C Phone # F , <S / / ".. " f_______ Owner's Address /14c - Ali ei , <) -' State_ Job Address (where the work is being done) /: i 1) d(1 t; City Miami Shores Village County Miami-Dade Is Building Historically Designated YES NO Y„ fI I air 4-1 Contractor's Company Name L. t � it Contractor's Address 1 0 f5 .27.7 7 "7 City ()A101►►h State % Qualifier (Are r1 .tir r>`iu�� State Certificate or Registration No. <� ✓ l % Certificate of Competency No. CL. Architect/Engineer's Name (if applicable) S Value of Work For this Permit ecu p h x e=3 Miami Shores Village ❑ Alteration Training/Education Fee $ Structural Plan Review. S 4 �a Permit No. CA Master Permit No. Zip / : \ ° ( Phone# Phone # Zip Phone # Zip 3`►)) 1 % Square Footage Of Work: X i Repair/Replace ❑ Demolition * ** * * * * * ** * * * * * * * * * * * * ** Fees * * ** * * * * ** * ** * * * ** * * * * ** * *** ** Permit Fee S a' CCF S - � Technology Fee $ -7/ -CG Scanning S �' ,� Radon S Zoning Bond S CO /CC Bonding Company's Name (if applicable) tv / \ Bonding Company's Address ti 1p, City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City 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 ir. 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 abs- e of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur : , .O ("ehit<744), Owner or Agent The foregoing instrument was acknowledged before me this day of . & 1 60 • , 20 9V, by who is personally known to me or who has produced ' , NOT LIC: tgn: rint: My APPLICATION APPROVED BY: Chc 05/13/03 lv �. State As identification and who did take an oath. E otary Flub Bob tbstiertExgiKettdnt22,1097 r: a; Commission # DD179032 %°fi:i Bonded By National Notary Assn. ei 7 ************************** * * * * # * * * * * * * * * * * * * * * * * * * * * * * * ** Signatur Contractor The foregoinf instrument was acknowledged before me this 1 day of CA' , 20 O by Z� who is personally known to me or who has produced as iden ' cation and who did take an oath. w4 seW a' JUDITH A. SKIPPER F .. MY COMMISSION # DO 306357 ii* * *EIFIRESIV * � P, ' `.`R'' Banded Thru NatAry Public Underwriters NOTARY PUBLIC: Sign: Print: My Commission Expire ************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** OCT 13 2004 Zip Plans Examiner Engineer Zoning 4 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2004 -1339 Printed: 10/20/2004 Applicant: JOAN ANN CALDWELL Owner: CALDWELL JOAN ANN JOB ADDRESS: 1085 NE 97 ST Contractor RODMAN ROOFING INC Local Phone: (305) 264 -3551 Parcel # 1132050170080 Building Permit Contractor's Address: 10531 SW 50 ST Legal Description: REV PL MIAMI SHORES SEC 8 Fees: Description Amount FEE2004 -10350 Building Fee $300.00 FEE2004 -10351 CCF $9.00 FEE2004 -10352 Training and Education Fee $3.00 FEE2004 -10353 Technology Fee $7.50 FEE2004 -10354 Scanning Fee $21.00 Total Fees: $340.50 Total Fees: $340.50 Total Receipts: $0.00 049 Permit Status: APPROVED Permit Expiration: 4/10/2005 Construction Value: $14,500.00 Work: RE -ROOF SLOPED MONIER TERACOTTA TILE FLAT ROOF TAMKO COLORTHRU Signed: (INSPECTOR) Page 1 of 1 PB 43 -51 LOT 8 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BLK 180 LOT '' MI SHORES VILLAGE , DING DEPARTMENT 305- 795 -22 � Building Inspection RequeJ ti Date Type Insp'n Permit No. Name Address Q Company Phone # Inspection Date Correction Re- Insp'n Fee j . 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 Zot ee)) 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 ren iled 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). . Common Roofs: Common roofs are those which have no visible delineation between neighboring units .e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the 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 vie 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 cau e 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 rbofing 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 ove aded 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 with the Florida Building Code, Plumbing. . Ventilation: Most roof structures should have some ability to vent natural airflow through the into or of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. CADOCUMIE- .pILOCALS- 11Trmp.SLCTION IS21.da Cala ell logs Ne q i Sir ee-4 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit application Form. Section A (General Information) Master Permit No. Process No. Contractor's Name 1 P ' 14, (1 )9 V Job Address L 7 S 7 Low Slope O Asphaltic Shingles ROOF CATEGORY ROOF SYSTEM INFORMATION O Mechanically Fastened Tile Mortar/Adheslve Set Tile ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Are there 0 Prescriptive BUR - RAS 150 Gas Vent Stacks? Yes ❑ No ROOF TYPE Type: Natural ❑ LPGX ❑ ❑ New Roof Mlle-Roofing 0 Recovering 0 Repair ❑ Maintenance Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) -e-c(C S --C tit/CI 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. ■■■■■■ ■■■■■■■■ ■■ ■mm r ' iil'in I iIiii IR■ : ■ ::I■■ ■: :::::: :::::: C:::':::::::::::::::::::: ::: : ...■..■. : : : : : :: :: :maamm:m ini ■■■.■. ■■a■■■■■■■■■■ .■ ■ ■■a..■.■■■■ ■ ■■ 'C: :::: ::1 ■■: : t :::::::::::_1: ::1:: - '•. uu u :� : :8 i x 11: ME : ■U MW E ■ _._ MN ■■ : ■■■ ■■■■■■■■p■.■■■p ■■p ■■ ■. ■■■■■■■■■■■■■■■. •■•■•■ :■ ' :: ': ■ ■■■ ■■ ■■■■■ ■■■■■■■■■■■■■■�- o ::::•'::::::::':::::: ■■■■-p-■s• aL �c ■■■■■■ �� ■■■■_■■■■■5:■■ • .■ ■■■■■� ■...� ■■ `. . 6 111:1111:16181 : . ;� : :■a:;:■: : : :: 1y 3 ' 1 pomp M mumppiamps man _maims • :C..:■■ ■■:�: ■ 1, , s v y =:■. • ■ • C' it MNIM .■■ ■■ ■.■■■ ■ ■■.. GG ■ ■ 46 MS ■■ ■ ■ ■ ■■■■ ■ ■ ■■ ■ .1 Z� �� ■■� ■■ ■■ : Iiiiiii C ■ : !■ :■.. L5'_ / .l , ; f j � - wor. ■. . IiiiimallIms ■■ ■■■■■ ■ ■■ ■■ 111Th . :MI ■a.■ G'i •�•p ■C■■u■ . ■ r : ■■ ■ :':'. ■ : :: IIt��. ,L ■ u,. ■S C ■■■ ■■■■■ ■■. ■ ■■ ■ MN ■■ . ■ : ■ ■ ■ ■ 11 MK il le filla l i i4........ Im:'.C: :: :. '::::� _ : MI: I : :.: ■: � mm :: on ) dI hiFiI I IiIl k iJ ■■ ■Gl■■■at sum Roof System Manufacturer: /2itie-- Notice of Acceptance Number: £ .2 - i,,_// e L‘f' Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: /S P2: — Ci C/ P3: _ JT / Maximum Design Pressure ( 2 1 7 ° (From the NOA Specific System): `) t / ' i I Method of tile attachment: 1 I c) .Y04 r/ /1 k deg-(' / ,e� Ci G/�9Y r �(�f �' /,/J r l i 57 Roof Slope: : 123_01-48 5/03 PAGE 4 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit App Form. Section D (Steep Sloped Roof Svsteml Steep Sloped Roof System Description Deck Type: ype Underlaym nsylation. Ridge Ventl ation? Fire Barrier: Mean Roof Height ix it- astener Type & Spacing: dhesive ype Cap Sheet: 'A'' t: oof Covering: Type & Size Drip dge: r Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit AppUoefion Form. 1 Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (if a component is not used, identify as - NA') System Manufaob rer: Ta m NOANo.: D I - n 5n8. 0 Design Wind Pressures, From RAS 128 or ors: Pmaxl: _ y Pma Q Pmax3: ' 13 Max. Design Pressure, From the Specific NOA System: S L Dedc Type: LA3 00 if Gauge/Thtckness: 6J Q1 i+)ood1 Slope: FA A A Anchor/Base Sheet & No. of Ply(s): t.yla Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer. 01 A Base Insulation Size and Thickness: iA) A Base insulation Fastener/Bonding Material: 1.?1A Top Insulation Layer: K f A Top Insulation Size and lhtgbness: t.)1 Top insulation Fastener/Bonding Material: t \)1A . 3 3 Base Sheet(s) & No. of Piy(st I Ply Tikl&D Base Sheet Fastener/Bondmg Material: Tint 1t /..) Ply Sheet(s) & No. of Piy(s): Q.01 a Tnunp%y Ply meet Fastener/Bonding Material: HSpha 1t Top Ply. 1 pl y T n' v CAP Shee* Top Ply Fastener/ Bonding Material: ASphu 14 s Fastener Spacing for Anchor/Base Sheet Attachment Field: 9 " @ Lap. # Rows a @ 9 ' oc Perimeter w ' oc @ Lap, # Rows @ . ' oc Comer jo_'oc @ Lap, #Rows @ L 'oc Number of Fasteners Per insulation Board Field / Perimeter Comer illustrate Components Noted and Details as Applicable: Woodbloddng, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. !Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Sgbmit Manufacturers Details that Comply with RAS 111 and Chapter 16. ci "S1`r+P 9.pltics CArnaly ti%< 1 Iy rPanl.0 t344e WOock FT. FT. Parapet Height Mean Roof Height For Moment based ;u'l, a systems, choose either Method 1 or 2. Compared the values for M, with the valves from M a If the M r values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculatipns Per B 127" � :� x7. • =lei 'ea b s' - Mg: ' =tea `/• NOA nfi[ (Pa : "IS /I =,7,11.7 )— Mg: = M NOA 1►It. (P3: — 2(i z ?. a = — Mg: lo. 13 ' = N4— NOA 1VIr Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA M Section E (Tile Calculational M, Required Moment Resistance* *Must be used In conjunction with a list of moment based tile systems endorsed by the Browarel County Board of Rules and Appeals. For Uplift based the 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 tie attachment method is acceptable. Method 3„ "Uplift Based Tile Calculations Per RAS 127 x1: = x w := ) —W: cos 6: = F NOA F' (P2 : x l: x w: a ) - W: x cos 0: = Fa: NOA F' (P : x I: = _ a w: = ) — W: x cos ®: = F NOA F' 40' 42.2 39.0 37:4 34.9 32.4 30.e Florida Building Code Edition 2002 H. h Vel• . Hurricane Zone Uniform Permit . !ration Form. 1 Mean Roof Haight — Roof Slope - 3:12 4:12• 5:12 &12 12 15' 34.4 3 2.2 304 • 28.4 284 244 36.5 34.4 322 30.1 28.0 25' 3$.0 33.8 31.8 294 30' .7 37.4 32.8 30.5 25.8 27.1 28.2 Description Design Pressure Man Roof Height Roof Slope Aerodynamic Multiplier Restoring Moment due to Gravity Attachment Resistance Required Moment Resistance Miuin:aim Attachment Resistance Required Uplift Resistance Average file Weight Tile Dimension Where to Obtain Information Symbol P1 or P2 cu P3 H 0 MR Mr F' F, w 1=length w= width Where to find RAS 127 Tab! ➢ or by an eagiasaring analysis prepared by PE based on ASCE 7 Job Site ' Job Site NOA NOA NOA Calculated NOA Calculated NOA NOA All calculations must be submitted to the Building Official at the time of permit application. 123_01-48 5/03 PAGE 5 M I A M I OAOE BUILDING CODE COMPLIANCE OFFICE (BCC()) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 135 NW 20 Street Boca Raton, FL 33431 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLACLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by 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 b'filding'codc. 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 & State 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 applicoble 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. Irony portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall bc provided to the user by the manufacturer or its distributors and shall bc available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Frank Zufoaga, RRC NOA No.: 02- 1211.08 Expiration Date: 12 /16/01 Approval Date: 01/09/03 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete hoof Tile, as manufactured Monier Lifctile 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.valucs obtained by calculations in compliance with R.AS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION }►'Manufactured by Applicant Monier Li fetile Atlantis Shake and Slate Tile Trim Pieces 2.1 SUBMITTED EVIDENCE: 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. Roofing Flat Profile Roofing Tiles Concrete Dimensions I15 ". w m 10 3 4" 1 %+" thick 1== varies w = varies varying thickness Test Specifications PA 11 Test Identifier 7161 -03 Appendix II[ 94-060A 94 -084 25- 7094 -2 25- 7094 -8 25- 7094 -5 PA 112 Product Description )n tat, 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 cach tilt profile. Test Name/Report Date Static Uplift Testing Dec. 1991 PA 102 & PA 102(A) Static Uplift Testing March, 1994 PA 101 (Mortar Set) May 1994 (Adhesive Set) Static Uplift Testing Oct. 1994 PA 102 (4" IfeadIap, Nails, Direct Deck, New Construction) Static Uplift Testing Oct. 1994 PA 102 (4" fIeadlap, Nails. Battcns) Static Uplift Testing Oct. 1994 PA 102 (4" licadiap, Nails, Direct Deck, Recover/Rcroot) NOA No.: 02- 1211.08 Expiration Date: 12/16107 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 Red land Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Professional Service [ndustrics, Inc. Cclotex Corporation Testing Service 1 Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Enc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walkcr Engineering, Enc, 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 52011I -4 520191 -1 Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations Test Narne /Report Static Uplift Testing PA 102 (2 Quik -Drive Screws, Dircct Deck) Static Uplift Testing PA 102 (2 Quik-Drivc Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 10 (1 Quit: -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 103 (Mortar Sct) 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- 7548 -6 25-7183 Aerodynamic Multipliers Two Patty Adhesive Set System Dare 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 April 1999 April 1999 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 3of6 Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight -W (Ibf) Length -1 (ft) Width -w (ft) Monier Lifetile Atlantis Shake & Slate Tile 8.5 1.25 . - 0.665 Table 2: Aerodynamic Multipliers - X (ft') Tile Profile X (ft Direct Deck Application Monier Lifetite Atlantis Shake & Slate Tile 0.24 • 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. 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 Tile Profile Monier Lifetile Atlantis Shake & State Tile Table 3: Restoring Moments due to - M (ft -lbtl 5 " :12" 3 ":12" Direct Deck 6.0 4 ":12" Direct Deck 5.9 Direct Deck 5.8 6" :12" Direct Deck 5.6 7 ":12" or meter DirectDeck 5.5 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 4 of 6 Table 4: Attachment Resistance Expressed as a Moment - M (ft-Ibf) • for Nail -On Systems Tile . Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) 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 -1Od Smooth or Screw Shank Nail (Eave Clip) 19.0 19,0 22.1 2 -10d Smooth or Screw Shank Nails (Field CIS) 35.5 • 35,5 34.8 . 2 -10d Smooth or Screw Shank !Nails (Eave Ct p) 31.9 31.9 32.2 2 -10d Ring Shank Nails' [ _ 50.3 . l 65.5 48.3 are located a min. of 2f2" from head of tile. 1 Installation with a 4" tile headlap and fastemers Table 5: Attachment Resistance for Two Pattt Adhesive Expressed as a Moment Set Systems Tile Application M, (ft -Ibf) Minimum Attachment Resistance Tile Profile Monier Lifetile Atlantis Shake & Slate Tile .,_ Adhesive 31.3 2 See manufactures component ap•roval for installation requirements. per patty 13.9 grams. 8 grams. 3 Flexible Products Company TleBond Average weight Polyfoam Product, Inc. Average weighht_pe patty Table 5A: Attachment Resistance Expressed as a Moment - M (ft -Ibf) for Single Pa Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Pol�ro 118.9 PoyPro n" 40.4' 4 Lerge paddy placement of 45 grams of PolyProTM, 5 Medium paddy placement of 24 g ams of PolyProTM, Table 55: Attachment Resistance Expressed as a Moment - M (ft -Ibf) for Mortar or. Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Mortar Set 39.0 NOA No.: 02 Expiratiolt Date: IZ/I6/07 Approval Date: 01/09!133 Page 5of6 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the 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. ,fir :.. `�.; �•. t7YERUlY • PROFILE DRAWINGS W TERLO[;K 18 WATERLOCK MONIER LIFETILE ATLANTIS SHAKE &• SLATE CONCRETE ROOF TILE END OF THIS ACCEPTANCE ter' NOA No.: 02- 1211.08 Expiration Date: 12/16/09 Approval Date: 01/09/03 Page 6 of 6 :03/25/2004 12:42 954 - 578 -1042 MI�DADE The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0531.()2 EXPIRES: 05/10)2006 APPROVED: 0fi /14 /2001 POLYFOAM PROD INC PRODIKT CONTROL NOTICE OF ACCEPTANCE Poly foam Products, Inc. 2400 Spring- Stucbncr Road Spring ,TX 77383 -1132 PAGE 02 MIAMI -DADE COUNTY. FLORIDA. 1MMETRO -DARE FLAGLER BUILDING BUILDING COnE COMPLIANCE OFFICE MIITRO -DADC f•I.AOI,t3R t)UI1.O1Nc7 140 WF ST i t..AQU R STRUT. SUiTE 1003 MIAMI. FI.OR11)A 33130 -150+3 (305) 375 MX (305) 375 - 1903 coN'ri:ACl'oR SD:C.110 (305) 375.2527 PAX (305) 375 -2553 • CONTRA CTO It Is.NToRCP:M u err utvismiv (305) 375 -2966 FAX (305) 375.2908 PRODUCT CONTROL DIVISION (305) 375 -2002 VAX (305) 332 -633 Your application for Notice of Acceptance (NOA) of: Two Component Polyurethenc Foam Adhesive under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of . Construction, and completely described herein, has been recommended for acceptance by the Miami -Da :dc County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately: 13CCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division Till, T I C VERSIIEET SEE ADDITION I, PAGES FOR. SPECIFIC ND .ENFRAL CONDIT!PN.S BUILDING CQW)E & PRODUCT UF,VtE'W COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana. R.A- Director Miami -Dade County Building Code Compliance Office \ Is0•S000I \pc200011cemplaeeslnorlee ncceptance cover page.doc Internet mail address: pnstrnmeter®build1ngcadconline .cons 41 lioreepage: ht ipJlwww.buitclingcodaonline.con► 03/25/2004 12:42 954 - 578 -1042 Polvroam Products, Inc. ACCEPTANCE No. : 01,- O521.Q2 ROOFING ASSEMBLY APPROVAL Category: Roofing Approval Date: June (4, 2001 Sub-Cat wary: Roo r Tile /1dhesivu Expiration Date: May lf, 2006 cri:11N: Polyurethane I. SCOPE This approves Polypro® AF1160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Rooting Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro':+ AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems 2. PRODUCT DESCRIPTION Manufactured by Test Product A/lacnnt Dimensions 'Specifications Description Polypro® AH 160 N/A PA 101 Two component polyurethane Foampro® RTF 1000 N/A , Dispensing Equipment ProPnekd9 30 & 100 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tile Apsembly having a current NOA which list uplift resistance values with the use of Polypro A111 roof Tile adhesive. 2.2 Typical Physical Properties: Prnpertv Density ASTM D 1622 Compressive ASTM D 1621 Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability N/A Dispensing Equipment ASTM D 1623 ASTM D 2127 ASTM G 96 ASTM D 2126 POLYFOAM PROD INC PAGE 03 Result 1 Ibs. /rt.' 18 PSI Parallel to rise 12 PSi Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs.rnt 3.1 Perm 1 Inch +0.07% Volume Chanec a -400 R. 2 weeks +6.Q% Volume Chats. 4 + . Humidity, 2 weeks Frank Zuloaga, RRC Product Control Examiner 03/25/2004 12:42 954 - 578 -1042 POLYFOAM PROD INC PAGE 04 Pofyfoarn Products, inc. ACCEPTANCE No. : Qt- 0.521.02 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTf4t test methods and art subject to normal manufacturing variation. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for lire rating. 3.2 Polypro® AI-f160 shall solely be used with flat, low, R high tile profiles. 3.3 Minimum underlaymcnts shell be in compliance with the Roofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AI-1160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101, 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use or Polypro® A.I-I160 roof' tile adhesive with their tile assemblies shall test in accordance with PA. 101 and with section 10.4 as modified herein. _(2w F 4. INSTALLATION 4.1 Polypro® AH 160 may bc used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® A1-1160. 4.2 Polypro® AH 160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AI•I I G0 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami' -Dade County Roofing Application Standards RAS 127. The adhesive attaclirnent data is noted in the roof tile assembly NOA 4.3 Polypro® A1-1160 root tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AI -I.160 Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, inc. Polyfoam Products inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "13" component shall be maintained between 1.0 - 1.15 (A) : 1.0 (8). The dispense tinier shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 4.6 Polypro® Al shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® A1.1160 shall not bc exposed permanently to sunli 3 MS Prank Zuloaga, RttC Product Control Examiner Table 1: Adhesive Placement For Each Generic Tile Profile TileProfile Placement Detail Single faddy Weight Min. (grains) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles ii I 35 N/A High Profile (2 Piece Darrel) H I 17 /side on cap and 34 /pan N/A Fiat, Low, f!il;h Profiles /12 24 N/A Flat, Low, High Profiles {{3 8 03/25/2004 12:42 954 - 578 -1042 Aolvfo;tnl �'roducts, Tnc, 4 POLYFOAM PROD INC PAGE 05 ACCEPTANCE No. : 01-0521.02 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes alter Polypro® A.H 1 G0 has been dispensed. 4.9 Polypro® AI -1160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. 5. LABELING All Polypro® AH) 60 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. Frankluloaga, RRC Product Control Examiner 03/25/2004 12:42 954-578-1042 Polyfonnt Products, Inc. Nail through platlIc cement Unthrrtlymani 1 F 41:13 die Nurse Only: Keep odhook pore:. 4 to, up lm w.aphoks Mill Ihraugh plastic comen POLYFOAM PROD INC PAGE 06 ACCEPTANCE No. : 01-0521.02 A.D1IESIVE PLACEMENT DETAIL 1 SINGLE PATTY 5 Nell through plead c cement Undorloyinent 10 In. the C,141 Eve count oistr, 301111Ve uooro,, 4 In. up Nom ietepholve RON (Banowth TOO Pl3C4 enough adhesive to dchlevo 17 10 71 iquart lathe& In eamset with Inc gn the 2) Turn covers odelde dorm Nate etEhtshe in T 1 fn. From OutIldf edge of come WI. thin 1114411 the 111.. Undorleymenl Fumor 1%, portion a IN live crwrst GM( Ult. Abut In s.cond cows, al run Uloi. insure nivt end al :-tn and can Ulu iri A./11111.JY. Ely. cloture lirortai 1'4001 Weephole Fettle Bo Optietrul Jeri let Moan plich Applicadons Nail through *WO temord Ciptesrisl Poinkud Wort& bligltooTnil edges or SheithIng Frank Zuloaga, RItC Product Control Examiner 03/25/2004 12:42 954 • PoIyroarn Products, Inc. POLYFOAM PROD INC PAGE 07 ACCEPTANCE No. : 01-0521.02 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through plaStIc dement Under4hithent EAT Came Ears Closure Paddy (Beneath Tltel Fascia N;II through plastic cement Unde Ban Cone Paddy (Swath TIN Fascia Weephote Eave &thin Drip et* Nail through plastic cement Undertayment Eat Count 7 In, Paddy (Beneath 'flirt — Fascia EMI Citing Frank Zuloaga, RRC Product Control Examiner 03/25/2004 12:42 954-578-1042 • Polyroant Products, Inc. Nail through plastic cornel( Single paddy 3 In. x 3 In. undor silo Single paddy on under. laymenf Single paddy on top ol tile Paddy (botwoon tlio) Paddy (under tile) Eave course lin. X 7 'a medium site paddy aave Fascia course only POLYFOAM PROD INC PAGE 08 ACCEPTANCE No. : 01 ADHESIVE PLACEMENT DCTAIL 3 DOUULE PATTY Nall through plastic coment f e - 3 in.x 3 I. Ingle paddy n undtrlaymenl Single paddy on lop of the Eave Cause 7 Nail through plastic mien. 1141 11eN ss.ii Underlayment 1n.x 31n. 4 fn. Single paddy on under- layment SIngio paddy under tile Single paddy on top of the Eave Course Single paddy between Via Eno Closure 2 In. x 7 In. medium size paddy eave course only Fascia Frank Zulonp, RRC Product Control EXatilirtur Strip's, paddy undor the Single paddy between the 2M. x T FL medium size paddy oave course only fascia Vietphele Eava closure OtF edgo 03/25/2004 12:42 954 - 578 -1042 POLYFOAM PROD INC PAGE 09 • Polyfoam Products, Inc. ACCEPTANCE No.: 01- 0S21,Q2 1. Renewal of this Acceptance (approval) shall be considered rifler a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's naive, city, state, and the following statement; "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 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 this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. ft* the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and scaled 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 process shall automatically be cause .for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes, 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety, �. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies, 8. Failure to comply with any section of this Acceptance shall be cause For termination and removal of Acceptance, 9. This Notice of Acceptance consists of pages I through 8. END OF THIS ACCEPTANCE Frank Zulonge. RItC Product Control Examiner • VII AMIOOE • RECEIVED PRODUCT CONTROL NOTICE OF ACCEPTANCE Turuko Rooting Products, Inc. 220 West Fourth Street .Hoplin ,M0 64804 The expense of such testing will be incurred by the manufacturer. fat CCEPTANCE NO.: 01- OS08.111 Y.`PI RCS: 08/23/2006 APPROVED: ()8/23/2001 SEP 0 4 2001 MIA MI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING MOLDING CODE COMPLIANCE OFFICE Ml:ritO -DA1)% BUILDING '141) Wlis'r FLAGLER J'1'it1;1 "1'. surrli 161)3 MIAMI, FLORIDA 33130 -1563 • (3115) 375 -29(11 FAX (3115) 375 -2908 coN'ru,u: rots t.ICLssIN( (305) 375 -2S27 'FAX (305) 375 -2558 CONTRACTOR I :NI :OW:i' 1 lEYr DIVISION (305) 375-2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372.6339 Your application for Notice of Acceptance (NOA) of: Tan BUR hoof System over Wood Deck under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami - Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below: BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perrorm in the approved -manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product - or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division TEIIS IS THE COVERS}WEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS I3UTLDING CODE &C PRODUCT REVIEW COMM1TTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Codc and Product Review Committee to be used in Miami -Dade County, Florida under the conditions sct forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office t IsO- ISOOD1lpc200011cemp laeestnotice.rceptanco cover pagaalot Internet mail address: postmaster @butldingcodeonline.com EID Homepage: http : / /www.buildingcodconline.co)n TAMKO ROOFING PRODUCTS, INC. Acceptance No:01- 0503.01 ROOFING ASSEMI3LY APPROVAL CAtesz rv: Rooting Approval Date: August 23.2001 Sub- Cnteuorv: Built -up !tooling Expiration Date: AuDist 23, 2006 Beck Typo: Wood Mriximum Dvsittn Pressure -60 psf Fire Classification: • See General Limitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED 13Y APPLICANT: Test Product Product Dimensions Specification Description Awaplan 170 FR Roll weight: 98 lbs.; ASTM D 6164 A 180 Wm' polycstcr reinforced SBS 33' 11" x 39 ' /Y" Type 1 codified bitumen membrane surfaced with granules and treated for additional fire resistance. Applied in hoc asphalt or cold adhesive. Awaplan 170 Roll weight: 98 lbs.; ASTM 6)64, A 180 g/m' polyester reinforced SBS 33' 11" x 39 3 / Typ e•1 ttuxdified bitumen membrane surfaced with,grunulcs. Applied in hot asphalt or cold adhesive. Awaplan J-Jcat Roll weight: 96 lbs.; ASTM D 6164 A 250 g/nt' polyester reinforced S13S Wcldingm' 25' 5" x 39 3 /:" Type 11 • modified bitumen membrane surfaced with granules. Applied by torch and also used weight: 101 ASTM D 6164 A 250 g/ m3 polyester material. Awaplan Premium Roll wei 6 250 6/tn polycstcr reinforced modified I'RT'' lbs.; 33' I I" x 39 Type 11 bitumen membrane surfaced with 3 / 8 " • granules. Applied by hot asphalt and also used as a walkway material, Awaplan Premium TM I Roll weight: 101 ASTM D 6164 A 250 g/nr' polyester reinforced SOS lbs.; 33' 11" x 39'` / Type 11 modified bitumen membrane surfaced with granules. Applied in hot asphalt or cold adhesive, and also used as a walkway material, Awaflex Roll weight: 76 lbs; ASTM D 5147 SBS modified cap sheet constnicted with a 33' x 32 -3/8" 155gm /m' non- woven polyester mat saturated with asphalt, coated on both sidcs vicar SOS rubber modified asphalt and surfaced with ccrwuic granules for UV protection. Awaflex FR Roll weight: 76 lbs; ASTM D 5147 5135 FR 'Modified cap sheet constructed 33' x 39 -3/8" with n 155gm /m non- woven polyester Drat saturated with asphalt, coated on both skies with SOS rubber modified asphalt, FR'trcated, and surfaced with ceramic granules for UV protection. d 6t'88I t7S008 'Page 2 Frank Zuloaga, RRC Roofing Product Control Examiner 0NW1:11 e8S t80 20 SI Jel4 TAMKO ROOFING PRODUCTS, INC. Product Awaplan Versa - Smooth 6 Awaplan Versa -Flex Roll weight: 76 lbs; ASTM D 6164 33' l 1" x 39 -3/8" Type 11 • Base- N -P1ytt Glass- BascT" Tzn: -Capin Tam -Glass Premium"' Roll weight: 53 lbs.; ASTM D 2178 161' 9" x 39 -3/8" Typc VI Tam -Ply IN/TM Type 43 Base Sltcct Vapor - Chan'" Vcrsa-13asc FRTnI Versa-13 asem' Versa -Cap FR"' Tam -Pro Fibcred Emulsion Tam -Pro Primer Dimensions • RoII weight: 100 lbs. 33' 11" x 39 Roll weight: 72 lbs.; ASTM D 4601 108' x 36" Roll weight: 72 lbs.; ASTM D 4601 97.5' x 39 -3/8" Rol I'weight: 83 lbs. ;. 32' 11" x 39- 3/8.'.' • Roll weight: 44 lbs.; 161' 9" x 39 -3/8" Roll weight: 85 lbs.; 72' x36" Roll weight: 86 lbs.; 32' 11" x 39 -3/8" Roll weight: 60 lbs.; 48' 2" x 39 -3/8" Roll weight: 94 lbs.: 48' 2" x 39 -3/8 "" Roll weight: 87 lbs.; 33' x 39 -3/8" . 5. gallon 5 gallon Test • Specification ASTM D 6164 Type I ASTM D 3909 ASTM D 2178 Type IV ASTM D 2626 ASTM D 4897 Type II ASTM( D 5147 ASTM D 6163 Type( ASTM D 5147 ASTM D 1227 type II ASTM D 41 Aspha Page 3 Acceptance No:01 0508.01 Product . Dcscri )(ion A 180 g/m polyester reinforced SI3S modified bitumen membrane. Applied in hot asphalt, by torch, or mechanically fastened, as a base ply in 2 ply modified systems. A 190 Wm' nonwoven polyester reinforced SI3S modified bitumen membrane. Applied in hot asphalt, as n base ply in 2 ply modified systems. Type 11 asphalt impregnated and coated glass fiber base sheet for use in .conventional and modified bitumen built - up roofing. Type 11 asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built - up roofing. Asphalt impregnated and coated felt surfaced with mineral granules used as the top ply in conventional built -up roof membranes. Type VI asphalt impregnatcdgtass felt for .use in conventional and modified bitumen built -up roofing. Type IV asphalt impregnated glass felt for use in conventional and modified bitumen built -up roofing. An organic felt rcinforccd asphalt base sheet. Applied in hot asphalt or mechanically fastened. Heavy duty fiber glass base sheet impregnated and coated on both sides with asphalt with or without n fine mineral stabilizer. Surfaced on the bottom side with coarse mineral granules embedded in hot asphaltic coating. Asphalt impregnated and coated glass fiber basc sheet for use in conventional and modified bitumen built -up roofing. Asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. A fiberglass reinforced, mineral surfaced, • SI3S modified bitumen lop membrane. , Protective coating. Cr Frank Zuloaga. RRC Roofing Product Control Examiner , TAMKO ROOFING PRODUCTS, INC. Acceptance No:01 0508.01 Test Product Product Dimensions Sanccification Description Tam-Pro Fire Raied 5 gallon ASTM D 2524, A flame retardant protective coating tli;it Aluminum Roof type II! firms a highly reflective surface, Coating EVIDENCE SUI3MITTED: Test AiNncy /Identifier Factory Mutual Research Corporation Underwriters Laboratories, Inc. Dyaatcch Engineering Corporation Exterior Research & Design, LLC. 1 • d 61 1 Name Rep ort Date Comparative Rupture Testing J.I. 400A7.AM 10.21.98 Class 1 Fire J.1. OZ4A3,AM 08.27.97 Class 1 Fire; 1 -90 Windstorm J.I. 1D4A7.AM 10.20,97 Classification Class 1 Fire; 1 -90 Windstorm J.1. 305A9.AM 08.27.97 Classification Fire Classificartiob-- •see' R3225 Published current directory Annually Wind Uilli Resistance R3225.1 through 13 02.17.94 Wind Uplift Testing 4440.05.95 -2 05.01.95 Wind Uplift Testing 4440.05.95 -1 05.01.95 Wind Uplift Testing 4444.06.98 -1 06.15.98 • Page 4 Frank Zuloaga, RRC Roofing Product Control Examiner ONWdl e8S :a0 20 ST JeW Q1. Ms 46p' TIVIKU TAMKO ROOFING PRODUCTS, INC. Dec *ATylpe t: Deck Description: Wood. Nun- inst7Intod 19 61 " or greater plywood o rr wood plank dcaks System Type E: Base Sheet meelu niealiyattached. Ml General and System UIUllatioas Apply. 3asc sitca� One ply of Tar tko'G {ass -Bass. Valor -Chinn or Base -N -Ply fastened to the deck ns • described below: O ii 1) AL:ach base sliew using 13 gn. annular rite shank nails and -5113" diameter tin'cops spnced�" Fnsicnintb: (! plia o.tr. in a 4" lop and 9" o.c: in two staggered rows in dui center or the sl,cct. (Meal -52.5 14; Sec Genera! Valhalla #7.) • (Option 02) Attach base sheet using CC 3 � [3ui1dcx4Acc tree Fasteners and 3 Hex Plates. SFS #12 or IIn InsulfiXat '�� staggered as rows i t3 wt. in two Square Plates spaced 13" c.c. in a � Sa and rlr/ Limitation it center of the sheet. (Meets-60 1 f t ' Sivect: Two or more plies of Tam-Glass Preen nit or mU Ply VT range ply sheet heet n a pa adhered 0- full mopping of approved asphalt applied 40lbs.sq. O tionnl) n py f'fam -Cap® adhered in a fu( mopping of approved asphalt, i, Slta : ( One o p o . applied within the EVT range and eta rat a: 04'- 0- 401bsJsq.. Sec T m application instructions for approved method of installation). Surfacing: (Required if no cap skeet is tiled) Install one ot the following: (T(Tropical Asphalt 1, l- 1`6 gallons fibert.d aluminum coating. per square Products Alun121136tc 120."Tam -Pro FR Aluminum Root Coating c llon etullsion roof coating per square or altpltalt surface: rat nn app 2U-25 lbsfsq.. Coatings shall be nimlict! `ration to t d manuf S• rs° recommendations rc1 rdtng specific app en. or• slag with an 1 . Flood coat with an application rate or 60 lbs./sq.; plus gravel application rate of 400 or 300 lbs. /sq. respectively. Maximum Design Pressure: See Base Sheet ravening Options above Pare 17 V VNV'�avv �V Acceptance No:0170508.01 Fran` baba. RRC Rooting Product Control Examiner TAMKO ROOFING PRODUCTS, INC. :.,.. :.n •pttgu t9 Fan. l,l1� .•g7nf ••• Acceptancd No:O(- 0508.01 NOTICC OF ACCPP 1•ANCit STANI)AIU) CONDITIONS 1 Runvwel of this Acceptance (approval) shall ho con:Mora/vRar n renewal application has loon lilud and tho original submUlud JocunefnuIlun, Including' tow supponlnu ante, uttgtnuvrinb documents, ury no ado/ than viglu (lt) years. Z Any and all opproved products shell be pemtonunlly labolad with tho own:factures none, city, Slate, and Iha Ibllowing statonnent 'M1ambDndc County Product Control ApprovuJ ", or ns cowl fically stated In the specific conditions of this Acceptancu, J Reno wols of Accoptonco will not be considury I IF • a) Thum has bcon a ahango•ln the South Florida Qullding Coto oftbcting Uc uvniuridon of this. product and Ow product is not in compliancy with rho code changes; b) Tho product'is no longer tiw soma product (itionlitrol) es the ono orighially approved; c) If tho Accuptuncc holduv has not complied with oil the requirements of this avcupinncv, . including tho correct Installation oft the product; d) Thc engineer who originally propared, sIgnvd and soolod the rvyulrod documentation Initially submitted, Is no longer practicing the engineering profession, a Any revision or change In the materials, use, and/or manufacture of *product or prowss:!cell automatically be cause for termlnu)on of this Aoceptanu, unless prior wrhlon approvol has boon requested (through the filing of s revision applieetian with appropriate fool ono granted by this oMce. 5 Any of the following shall also be grounds for mmovnl of fhb Acceptance: n) Unsatis factory performance of this product or pr'ogcsi; b) Misuse of this Accopinnee os an endorsement of any product, for sales, advonising or ony • other purposes. 6 Tice NotIco or Acceptance number preceded by the words Mitun4Dade County, Florida, and T � - followed by the expiration dato may he displayed in odvortising lituraturv. If any portion oldie Notice of Acceptance is displayed, t it shall yo Joao In its•eutiruty. 7 A copy o thb Acceptance as well as opprovud drawings and other documents, whew it npplia, shall bo provided o this user by this mwnulhclurur or Its distributors and shall bo ovailablu for .luspcc io t at tho job site of ell. tunes, Tito Soplvs hood not bo roIenlat by tho engbuxre 1. Falluro to comply with any sectfon'of this rlccoptatrco slull tw cause far timninnnion and removai of • Aecopnnnt:ar • 9 This Acceptance caught pages I through 19. END OF Tilts ACCEPTANCE Fronk Zuloayo, RRC Roofing Product Control Exantinor • 412 * ROOF COVERING MATERIALS•(TEVT) • 2 002TROOFING' MATERIALS AND'SY.SJrEMS: D1RECTORY Roofing Systems (TGFU)— Continued . Insulation: Rmax "Multi-Max ", Johns Manville "UltraCard ", Celotex " HyTec", Celotex "Energy- I.ok", Celotex "Thermax HyTec Pius", Celo- tex "Thermax HyTec Plus 2", Johns Manville "UltraGard SP", Celotex "Top-R-11" or Rmax "Thermaroof Plus" (printed side down), any thick- ness. Membrane: Genflex Roofing "Cenflex II EPDM ", 45 or 60 mil. TAMKO ROOFING PRODUCTS INC R12104 601 N HIGH ST, JOPLIN MO 64801 ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT 4 Class A 1. Deck NC Incline: 3 Base Sheet: 'type G2 "Apache Base Sheer. Sheet Time or four plies, Type Cl "Apache Ply Sheet". Surfacing: Gravel TAMKO ROOFING PRODUCTS INC — R3225 601 N HIGH ST, JOPLIN MO 64801 . For Uplift Resistance Classlfications, See TGIK Found in this Directory. Pittsburg - Coming foam glass Insulation Is a suitable altemative for use in any of the following roofing systems. Awaplan 170" is a suitable alternate for "Awaplan Premium" in any of the following roofing systems using "Awaplan Premium ", 1 in. min tongue and groove board is a suitable altemate for 1/2 in plywood decks with all Joints blocked. "Versa-Base" or "Versa -Base FR" ate suitable alternates for the first base sheet in any of the following roofing systems. "Awaplan Premium" is a suitable alternate for "Awaplan Versa- Smooth" in any of the "Awaplan" systems listed below. • Awaftex FR is a suitable altemate for Awaplan 170 in any of the following ing roofing systems. Polytsocyanurate and Polystyrene insulation can be used in' any of the following insulated noncombustible systems when covered with a min thick- ness of 1./2 in. perlite or wood fiber board. "AwaFlex" is a suitable altemate for "Awaplan 170" in any of the following systems. Awaplan Heat Weld" is a suitable alternate for "Awaplan Premium" and "Awaplan Versa Flex" is a suitable altemate to "Awaplan Versa Smooth ". "Awaflex FR" is a suitable altemate to "Awaplan 170 FR" in any applicable noncombustible Classification. • "Tam Pro Fibered Emulsion" is acceptable for use in any of the following systems which utilize an emulsion roof coating. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT "Tam -Ply IV" ply sheet can replace "Tam -Glass Premium" in the following - Class A, B or C roofing systems. - "Vapor Chan" venting base sheet can replace "Class - Base" base'sheet in the following Class A, B or C roofing systems when limited to noncombustible decks. "Base•N -Ply" is a suitable alternate to "Glass -Base" in any of the following systems. "MasterSmooth" is a suitable altemate to "4311Base Sheer In any of the following systems. The following noncombustible systems may be installed over a min 1/2 Type X gypsum board mechanically fastened to a combustible deck for the rating to be maintained. Unless otherwise indicated, these constructions may utilize any thickness of perlite, glass fiber, polyurethane, isocyanurate, combination isocyanurate/ Fertile or polyurethane /perlite insulation hot mopped pr nailed. Wood fiber insulation is a suitable substitute on noncombustible decks only. M -3 adhesive may be utilized in any of the following noncombustible roof deck systems. Class A I. Deck: NC Incline: 3 Base Sheet (Optional): One or more layers Vent -Ply, hot mopped in place. Ply Sheets: Three layers Type 15 perforated asphalt organic felt ('Tri -Six" ) or four layers conventional Type 15 'perforated asphalt organic felt, hot mopped at 25 lb /sq /layer Surfacing: Gravel, crushed stone or slag. 2. Deck: C -15/32 Incline: I Base Sheet Type 15 asphalt organic felt base sheet, hot mopped. Ply Sheets: Three layers Type 15 perforated asphalt organic felt, hot mopped. Surfacing: Gravel, crushed stone or slag. 3. Deck: C -15/32 Incline: 3 Base Sheet Type C2 "Glass Base", "Tam Ply M', "Vapor than ", "93 lb Base Sheet' or 'Tam -Glass Premium ", hot mopped or nailed ' Ply Sheets: Min two layers Type Gl 'Tam -Class Premium" or `Tam -Ply IV ", hot mopped. : ROQF.COVERING'MATERIALS''(TEVT) • Roofing Systems (TGFU).Continued %' .ti • Surfadng: Gravel in a flood coat of hot roofing asph at 60 lb /sq. 4. Deck NC •• ••:.. Iiiclideil3. •' • ••. •••i= Base Sheet 'Type GIATam- Glass'Preinidir t'oi?r'1'am•Ply IV" ply sheet : i • . or Type G2 "Vent -Ply" base sheet, hot mopped or nailed. •:::..: ; •.• •- • Ply Sheets: Min 2 layers type GI. "Tam -Glass Premium" or. "Tam.Ply':• . - N ", hot mopped ' Surfacing: - Gravel in a flood coat of hot roofing•asphalt at 60Jb /sq:' 5. Deck: C-15132 Indlnti 3 .. - Insulation: 1 Jn: Nil glass fiber or.peelite; nailed or apiinkle mopped .:.:, Base Sheet (OptionttlJ: Type G2 base sheet, "43-1b,:•Base.;Sheer,' :v "Glass•Base" or "V'ent-Ply" or Type GI ply sheet, "Tam - Glass. Premm iu" • . or "Thin =Ply IV", hot mopped or nailed Ply Sheets: 3 layers Type' GI 'Tam -Glass Premium" or "Tam-Ply IV ", hot mopped. •. Surfadng: Gravel in a.flood coat of hot ropfing asphalt at 6.0.1b/sq." 6. Deck NC Inellnei 1,1/2. • • ' .,.. •.;'. -c Base Sheet Type G2 "Glass, Base", "Tarp -Class Premium "'or n Ply'. IV ", hot mopped. • Ply Sheets:' Two or more layers Type G1 'Tam -Glass Prendum'Qor "Tam' =: Ply IV "• ;•hot'mopped. - . Surfacing: Type G3 `Tam -Cap ", hot mopped .: ..�., 7. Deck NC Indine: 2 ' • •• :. Insulation (Optional): • 1-5/16 - in. max.'in. glass'fibet, perlite or' woodfiber, isocyanurate'sprinld mopped. f • Base Sheet (Optional): One or more Type G2 " ' Vent - Ply' ; : "Vapoi -•':• Chan'; Type GI 'Tam -Glass Premium`, "Tam-Ply IV" or "Glass - Base",••.•. hot mopped • Ply Sheets:- One layer "Awaplan 'Versa- Smooth" surface . (modified;, bitumen), hot mopped or heat fused. • . 4 • • Surfadng: Type G3 "lam- Cap"; hot mopped. . • 8. Deck: C -15/32 Incline: 1 /4 • Base Sheet T3+pe 15 "438 Base Sheet' , Type Cl "Tam -Glass premium";.- "Tam-Ply IV" "Glass- Base", nailed. Ply Sheets: Two. or more layers Type Gl `Tam -Class Premium "'or •• "Tam-Ply IV", hot mopped. Surfacing Type•G3 `Tam -Cap ", hot mopped.- . 9. Deck C -I5/32 : •Indine: l• • • Base Sheet: One or more layers Type G2 "Class•Base ", •'Vern- rase" or . "Vapor- Chan ", hot mopped or mechanically fastened in place. • Ply Sheet: One or more layers Type G1 "Tam -Ply IV" .or "Tam -Glass Premium ", hot mopped in place. Cap Sheet: Type G3 "Tam- Cap ", hot mopped in place. 10. Deck C- 15/32.. ' • • Incline: 2 • • . - . • Base Sheet One or more layers Type 15• "434 Base Sheet", hot mopped or mechanically fastened in place. • Ply Sheet.. Two or more plies Type GI "Tam-ply M' or "Tam-Glass Premium ", hot mopped in place. • • Cap Sheet: Type G3 "Tam- Cap ", hot mopped in place. . • 11. • Deck C- 15132 • Incline :2: • • `• Insulation (Optional): Periite 3/4 in thick min. or in. thick min,. Base Sheet One or more layers ype G2 "Glass- Base"., "Versa- Base" or "Vapor - Chan ", hot mopped or layers fastened in place. Membrane: One.layer "Awaplan Versa - Smooth "..(modified bitumen' hot mopped or:heat welded.. . • Cap Sheet: Type G3 "Tam- Cap", hot mopped in;place: •- .::. • 12. Deck NC • • Incline: 3;' • Base Sheet One or more plies'Tam,Ply IV ", hot mopped or mechani' tally fastened. • • • Ply Sheets: One or more plies `Tam -Ply IV ", hot mopped or mechanf- - tally fastened:: _ • .. t. • •• • . Surfadng:. Gravel; crushed :atone or crushed slag, in a flood coat of hot roofing asphalt. . • • ' Class B 1. Deck C- 5/32 ::.• <; .. ; Incline: 1 • .. Base Sheet: •Qne:or more plies Type G2 "Glass•Base ","lype 15 "439 Base . • Sheer, orT.ype.G2 •'VaporCliait ", hot mopped or mechanically fastened in place: • ...... i:r7[. • •. . Cap Sheet 'Iype.G3 "Ihm- Cap ",•hot mopped in place. 2. Deck C- 15/32....:• r.-•...; .... •- Indine: 3 • • Base Sheet' - One orlfioie•plies 1 pp G2 "Glass- Base ", Type 15 "439 Base Sheer,.:'Versa. Base': ort Type G2 • "Vapor- Chan ",;hot. mopped or: mechanically fastened:in..place. ROOFING PRODUCTS Material Requirements TAMKO TYPE 43 Coated Base Sheet or BASE -N -PLY® Base Sheet TAMKO TAM -GLASS PREMIUM Fiberglass Ply Sheet 1 ply 2 plies TAMKO TAM -CAP° Fiberglass Mineral Surfaced Cap Sheet 1 ply Interply Asphalt (Per 100 sq. IL) Approx. 69 lbs. Clinch -type nails (Per 100 sq. ft.) Approx. 100 Nails Slope: Positive drainage up to I - 1/2 in. per linear ft. For slopes above 1 in. per linear ft., fastening of the roofing I is required. Deck: The deck should conform to TAMKO general requirements. Asphalt: The asphalt should he certified by the manufac- turer aI meet ASTM D -312. Type II* for slopes up to 1/2 in. anti Type 111 for slopes up to I -1/2 in. TYPE 43 Coated Base Sheet or BASE -N -PLY Base Sheet: Starting at the low point of the roof, install l ply of TAMKO TYPE 43 Coated Base Sheet or BASE -N -PLY, Nide Lapped 2 in. and end lapped 4 in. Apply at a right angle to the slope of the roof. Nail the sheet along the lap at intervals of no more than 9 in. Stagger -nail on 18 in. centers alone 2 lines located 12 in. from each edge of the base sheet. -.. For specific fastening patterns for wind upift listings, con- tact Technical Services Department. *Except in FL, TX, NM, AZ, CA SPECIFICATION SUBMITTAL. 512 TAM -GLASS PREMIUM (Regions 1, 2, & 3) NAILABLE DECKS (WOOD) TAM -CAP TAMKO FIBERGLASS PLY SHEETS TAMKO BASE SHEET— / NAILED o / 112 m =5Dcni= 19.11/16imhiti 1 m = 1M/ cm = 39.3/8 imhcs WOOD DECK Fiberglass Ply Sheets: Over the base ply, install 2 plies of TAM -GLASS PREMIUM Fiberglass Ply Sheet in specifi- cation asphalt. Start with a 1/2 m width followed by full 1 m widths, shingle fashion, lapping each ply 20-11/16 in. over the preceding ply so that at least 2 plies cover the base ply at any point. Approximately 23 lbs. (±15%) of specifi- cation asphalt per 100 sq. ft. should be used to embed each P TAM -CAP Mineral Surfaced Cap Sheet: Starting at the low point of the roof, apply 1 ply of TAM -CAP. side lapping each sheet 2 in. and end lapping 6 in. over the preceding sheets. Fully mop each sheet with specification asphalt at the rate of 23 lbs. ( ±15%) per 100sq. ft. On slopes of I in. per foot or greater, nail adjacent to top edge on 12 in. centers. Nail the laps on 3 in. centers and mop the full width with specification asphalt. NOTE: Before application of TAM -CAP, cut it into 12 ft. to 18 ft. lengths and allow it to flatten and relax. Stagger the end laps. Alternately, installation by the "fly -in" or "mop and flop" method requires the installer to use a maximum of 12 ft. sections and to mop the 2 in. selvedge and the back of the TAM -CAP that will cover the selvedge. Flashing: The flashing material must be a TAMKO polyester reinforced. modified asphalt flashing material. . U.L. Requirements: Contact TAMKO for information on U.L. systems require- ments. f; rr unptetc information oil TAMKO's p oemmendatioru and i quitetnenis. consult the current TAMKO Commercial Roofing Specifications & Decals manual. 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