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ROOFTILE TYPE: DADE COUNTY PRODUCT CONTROL NUMBER: ALLIED B NG INSPEC SERVICES, INC. This test is performed in accordance with Protocal PA 106.95 METRO —DADE TILE ROOF UPLIFT TEST 4/2+ 24 /g - REF. NUMBER: .3 3 34- j S$ PERMIT NUMBER: 42' r .Q 6 t A4411-/W `�� - �-/ JOB ADDRESS: ,34 N F• L . 9e1.57 s/`K�/« -> /'1� . OWNER: (NAME) / Le r...7- A/2_ DATE OF TILE APPLICATION COMPLETION: 4- -2/ _ ` G� 8 DATE OF TEST' 4 ^'�� 4 (Page 1 of 2) ROOFING CONTRACTOR: / " - 2 ge-70P ADDRESS' DESCRIPTION OF ROOF: / '57 7 �( LP ,4 elf (D// ` . , PROTOCOL PA 106.95 REQURIED LOAD = 35 LBS. ( +1- 5 LaS.) EAVE HEIGHT: 1/ FT ZONE: Coastal Non -Coast TILE MANUFACTURER: L_i r — TTI L ' ADDRESS: METHOD OF ATTACHMENT: F ROOF SLOPE: " /12" FIELD INSPECTOR: C - fi 1 P 11 P 21 P 31 P 41 P 51 61 71 81 2 '0 12 J' 22 P 32 P 42 P 52 62 72 82 3 P 13 (- 23 10 33 P 43 P 53 63 73 83 4 P 14 2 4 P 34 P 44 54 64 74 84 5 P 15 P 25 P 35 P 45 P 55 65 75 85 6 P 16 P 26 P 36 !_ 46 P 56 66 76 86 7 P 17 1) 27 P 37 P 47 57 67 77 87 8 /" 18 P 28 P 38 1 48 58 68 78 88 9 19 p 29 ' 39 P 49 59 69 79 89 10 rD 20 / 30 P 40 / - 50 60 70 80 90 P = PASS F = FAIL AL BRIZUELA, P.E. P.O. BOX 43 -0446 • MIAMI, FLORIDA 33243 -0446 • TELEPHONE: 305 - 234 -7377 • FAX: 305 - 234 -7664 3$ 37 /8l P S� £36 s5' 31 3 /1 3`P 27 30' / .2� 39' 334 NE 3% M/ A714( tDf's C . 7TP t PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address Y35 L) 9 9 s/ Tax Folio /1-32o4.--045-575 Legal Description C, f-57¢4 B(a - 'I ( Rook fgll 7 / 0 Historically Designated: Yes No e/--- Owner/Lessee / Tenant "- 2. Ie / "+ e't' Z Master Permit # ( - c../2 2 7 c1 g 335 99s7 T,e cl Owner's Address Q Contracting Co. FIG. r� oo Qualifier 14/4.. c i.,1 eel e State # C < < O S"2 y6 v Architect/Engineer Bondini ompany Mortgagor -"A Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAI( ROOFING AVING FENCE SIGN WORK DESCRIPTION /l Prot/ - t' 7./P .>< CGr: dhe, SQf t — 7S -- 211 GAFG(AS P y - /C✓Le , Square Ft. 1 S — D Address SS# O Phone SS ?'Ge - 3 / 2 0 0 0 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 •• i - compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named cones Condo President Signature of o - e .v Date small L.Van Baush Public, State of Florida omm. Exp1ire$ a 1999 CCG31 %1 Notary as to Owner and/or Condo President Date My Commission Expires: FEES: PERMIT RADON APPROVED: Zoning Building / %+() Mechanical Plumbing C.C.F. Notary as to Contractor ory My Commission Expires: Electrical Van Baush e of Florida � Jan 5,1999 wn iiiPti,861 ? - /2 -S$ Date Engineering Appendix "E" UNIFORM ROOFING PERMIT APPLICA.TION PROCESS No. Contractor's Name: 041 0.4)0 ] ti.AA Job Address: 3 3 ROOF CATEGORY ❑ (Low Slope Application) ❑ (Nail-On Tile) ( (lvlortar dhesive Sew ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs\Wood Shingles & Shakes) :❑ (Other) ROOF TYPE ❑ New Roof Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft2) 1 Sloped Roof Area (ft Total (ft 0 Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): Ft. Ft. 129.01-78 9/96 Deck type: C 00 ly Fastener Type: ‘ ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) \t 114, k S� 4;4 y � (e `‘ ATTa.CIINI T 04 V, SPACING Perimoter: Corners . DETAIL 1 .Qt 2 Page - r f 110 ROOF PLAN 4V • • / ,Deck type: //t �C Yln4crtwyment tnstilatlon:I .7 /a T lu Fastener type & spacing! „ ntew xetc►tr / 3. Z 17(gD-%/fo /6.S3dtQ /Y3 /y /11( , fiod/45,6. D E T A I L 3 (Pmax/ x (Aerodynamic Multiplier): (Pniax2: /03 x X, (Aerodynamiv Mul (Prnax3 l ® jr 7 x At (Aerodynamic Multiplier): Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. nonr !LONE /`''f #3c A/u ,41411 61_17y TILE CALCULATIONS iZ+`� )- M 6,I0�Mr1:fgii7PCA: X6, PCA 06, 6/ g • M , b � M r3' .23•Z7 PCA: 4/ 0 SLOPED SYSTEM DESCRIPTION Iiievy4,1 3;n a Cap Sheet: frt) r mer 04 .va4 Roof Covering://67; eA`l/ Page -2 Drip edge; acasea 12. -C. Z X 2 Z.w GwuG! ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance - Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals t RUBEROID® Specification N- 1 -1 -MG and N -1 -1 -MGFR Max. AFGLAS I75 s. Bass Sheet RUBER0I0 MEMBRANE 11 /12 Mln. Mailable Deck Steep Asphalt ASTM A T Type III IV Substrate —" /,2 inch minimum plywood, gypsum, structural wood fiber, lightweight insulating concrete. See "Lightweight Insulating Concrete Decks," page 10. Slope —Up to 1 inch per foot for lightweight insulating concrete; up to 3 inches per foot for other decks. Materials GAF Materials Corporation Steep Roofing Asphalt ASTM D -312 Type III or IV GAFGLAS #75 Base Sheet RUBEROID MOP or MOP 170 FR te4014imate,Weight Per Square Total 145 -155 lbs. These specifications can be applied using RUBEROID Modified Bitumen Adhesive. References to cold applied installations require the specification designation to be followed by a "(CA)" to indicate that it is to be cold applied. UL Approvals for cold applied constructions are pending. Contact GAF MC Technical Services for current status. Guarantees Available RUB4190,1Aberty 12,10 12,10 RUBEROID_ _ 12,10 12,10 General Recommendations presented on pages 17 -22 shall apply in addition to the following application recommendations. Application Recommendations 1. Lay one ply of GAFGLAS® #75 Base Sheet (or one ply of STRATAVENT' (Vent Ply) as required for nailable decks in the case of a fresh lightweight insulating concrete or gypsum deck), with a minimum 2 inch side lap and not less than 6 inch end laps. Nail along side lap of the base ply at intervals not to exceed 9 inches and stagger -nail down the center of sheet in two rows with nails spaced at 18 inch intervals in each row. 2. Starting at the low point of the roof, fully embed one ply of RUBEROID Membrane (Granule) in a nominal 25 pounds per 100 square feet (plus or minus 20 %) continuous coat of Steep Roofing Asphalt ASTM D -312 Type III or IV. The RUBEROID membrane must be positioned to provide 4 inch side laps and 6 inch end laps. RUBEROID FR UL Classification UL Class Substrate A C A NC Slope Specification '/2" N -1 -1 -MGFR 1" N -1 -1 -MGFR For more extensive classifications, see page 6. UL Chart Key 1. Substrate C = Combustible and Noncombustible Combustible = Wood planks, boards, etc., plywood (min. "/32 inch thickness), oriented strand board (min. 72 inch thickness). NC = Noncombustible only Noncombustible = Steel, poured or precast structural concrete, lightweight insulating concrete, gypsum, structural wood fiberboard, etc. 2. Slope Maximum slope allowed, in inches per foot. CORPORATISM 51 aF of th` yste to : m , 1 in a to ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) — Continued Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type GI. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq or gravel. Deck: NC Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite/isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type GI, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gat /sq. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4 ", hot mopped in place. Membrane: "Ruberoid Mop FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 0. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type 61 " GAFGLAS Ply 4 ", or "GAFGLAS • Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. Deck C -15/32 Incline: 1/2 Insulation: Isocyanurate, 2 in. min., wood fiber, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet (Optional): One or more layers of Type G1 "GAFGLAS Ply 4" or Ply 6" hot mopped In place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. Deck: C -15/32 incline: 1/2 Insulation (Optional): Isocyanurate, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4" or "Ply 6 ", hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped in place. Ply Sheet (Optional): Onesor more layers of Type 61 "GAFGLAS Ply 4" or "Ply 6" hot mopped in plate. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gat /sq or GAF Weather Coat Emulsion at 3 gal /sq. . Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of "GAFGLAS #75 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of "GAF GLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq or LOOK FOR MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 13 ROOFING SYSTEMS (TGFU) — Continued GAF Fibered Aluminum Coating at 1 -1/2 gal /sq. 15. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlit isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot moppc or mechanically fastened. Ply Sheet (Optional): One or more layers Type G1, hot mopped in plat Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" ( granule,). 16. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, petit( isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet: One or more layers of Type G -2 or G -3 base sheet, hr mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped place. Membrane: One layer of "Ruberoid Torch" or "Ruberoid Mop" (smooth` Membrane: One layer of "Ruberoid Torch FR" or "Ruberoid Mop Fl (granule) 17. Deck: NC Incline: 1 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurat urethane, perlite/isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot moppe or mechanically fastened. Ply Sheet (Optional): One or more layers Type 61, hot mopped in plan Membrane: One I yer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FF (granule). 18. Deck;,,LC,. Incline: 1/2 Insulation Perlite, fiber glass, wood fiber, isocyanuratt urethane, perlite/isocyanurate composite or phenolic. Base Sheet (Optional): One or more layers of Type G -2 or G -3 bas sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped is place. Membrane: One layer of "Ruberoid Torch" (smooth), "Ruberoid Mop (smooth). Membrane: One layer of "Ruberoid Torch FR" (granule). 19. Deck: NC Incline: 1/2 Insulation (Optional): One or more layers of perlite, glass fiber isocyanurate, urethane, perlite/isocyanurate composite or phenolic, an ■ thickness. Base Sheet: One or more plies G1 or G2, hot mopped or adhered wit Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold appliec adhesive at 1 -1/2 gal /sq. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR' (granule), hot mopped or adhered with Karnak Chemical Co. "No. 81" of Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. 20. Deck: C -15/32 Incline: 1/4 Insulation: Polyisocyanurate, any thickness. Base Shoot: "GAFGLAS #75" (Type G2), mechanically attached. Membrane: One m moue plies of "Rubbefuld Torch smooth). Membrane: " Rubewid Torch FR" ( granule). 21. Deck: C - 15/32 Incline: 1/2 Insulation (Optional): Polyisocyanurate, wood fiber, perlite, glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet: One or more plies of Type G2 " GAFGLAS #75" or "Ruberoid 20 FR" base sheets, hot mopped or mechanically fastened. Membrane: One or more plies of "Ruberoid 30 FR" hot mopped in place. 22. Deck: C-15/32 Insulation (Optional): Polyisocyanurate, fiber, perlite, or glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet: One or more plies of Type G2 " GAFGLAS #75" hot mopped or mechanically fastened. Ply Sheet: One or more plies of "Ruberoid 20" or "Ruberoid 20 FR ", hot mopped in place. Membrane: One or more plies of "Ruberoid 30 FR ", hot mopped in place. Class B -Fully Adhered 1. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of GAF G -1, G -2 or G -3 base sheet, hot mopped or mechanically fastened in place. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97 applied at nom 1 -1/2 gal/sq. 2. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. • METRO -0AD r .r a Lifctilc Corporation 200 Story Road Lake Wales Your application f Nail On Marta PRODUCT CONTROL NOTICE OF ACCEPTANCE • FL 33859-0632 or Adhesive Capri Tile under Chapter 8 0 - - ►• ... ' . . :: ounty Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Redland Technologies, The Center for Applied Engineering, Inc., and Atlanta Testing & Engineering has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsitc or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved mariner, the Codc Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting, this product or material. The Building Code Compliance Office reserves the thc right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet thc requirements of the South Florida Building Code. The expense of such testing will be r_u-Fr-ed by the manufacturer. of: Acccptancc 93- 0316.04 (Rscs No.: 94 - 0914.23) E. pires:06 /14/98 METROPOLITAN DADE COUNTY. FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 13 METRO.DAOE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375.2908 PRODUCT CONTROL SECTION (305) 375-2902 FAX (305) 372-6339 Raul Ro• tguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approvcd by thc Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Applicant: Li fetil e 200 Story Road Lake Wales, FL 33859 a Prepared Roofing Tile T yRs: Nail - on/Mortar S Suh -Twe: Concrete PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL tc �Y Description Contact: Dave Faulkner Technical Services Manager 200 Story Road P.O. l3ox 632 Lake Wales, FL 33359- -632 (813) 676 - 9405 Product Control No.: 95 -03 16 04 Approval Date: Expiration Date: JUH 1 4 1995 JUH 1 4 1998 Lifetile is a membcr•of the Boral Group and is a national produccr of extruded concrete tile in California, Tcxas and Florida. Lifctilc manufacturers concrete roof tilt for nail - on, mortar set and adhesive set applications. All tile is extruded under high pressure in individual molds with the exposed tile surface finished with a ccmcntitious material colored with synthetic oxide additives. All tile is 'cured' prior to shipping to 'achieve maximum strength. Tht's Product C'nn Ufctilc's �nPr1 TLIc" low til +cu lyal rrlar�� r., profile, v r, • 11 Lifetile sells tile systems through local, wholesale distribution. All profiles have matching trim pieces used for rake hip, ridge hip, and valley terminations. Tile system accessories such as ventilation systcros, flashing systems and birdstops are also available. These accessories arc manufactured for all pro(Tlcs and form a part of this Product Control Approval. Lifctile's "CapriT"f Tile" roof tile has been tested in compliance %vith the South Florida Building Code requirements for concrete, nail -on, mortar set and adhesive set tile applications. The minimum roof slope for Lifctilc's "Capri Tile" nail -on, mortar set or adhesive set tilts shall be 2 ":12 ". See the "Profile Drawing" section in this approval for the "Capri Tile" profile drawing. The e "Capri Tile" tilc profile has been tested for both wind characteristics and static uplift per onnanc therefore.. any consideration for installation shall be done as a 'Moment Based System', Data for attachment calculations is noted in Tables I through 4 of this approval. Product Control No.: _U_p -4 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT nimc`ci a/ I = 17" w = 12' / /" thick I = varics w = varics varying thickncss Tcst Product n c ri i n PA 112 PA 112 Low profilc, intcrlocking, high prcssurc cxtrudcd concrctc roof tilt cquippcd with two nail holcs and doublc rollcr ribs. For direct dcck or battcncd nail -on, mortar or adhcsivc set applications. Accessory trim, concrctc roof picccs for use at hips, rakes, ridgcs and valley terminations. Manufactured for cash . tilt profilc. g43 Coated Basc Shcct Mineral Surface Cap Shcct Rainproof II [cc and Water Shicld TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS Test Product Dimension Snccificatiou DUcription Manufa_ ctjir�; N/A ASTM D 226 Saturatcd organic fclt gcncric type II to be used as a nailcd anchor shcct. N/A Product Control No.: 91. - y N/A ASTM D 2626 Saturatcd and coated gcncric organic basc shcct for singlc or doublc ply undcrlaymcnt. N/A ASTM D 249 Mineral surfaccd generic asphalt roll roofing for usc as a top ply in a doublc ply . undcrlaymcnt systcm. Lcnzingtcx -ZB 140 59" x 164' roll PA 104 Singlc ply, nail -on 22 Ibs/roll ' p � -on Lcnzing undcrlaymcnt. Performance, Inc. PCA 494- 0527.05 30" x 75' roll 36 "x75'roll or 60" x 75' roll 36 "x75'roll PA 104 PA 103 ASTM D 312 typc 1 1 1 or I V Singlc ply, nail -on undcrlaymcnt with 2" self - adhering top edge. Sclf- adhering undcrlaymcnt for usc as a top ply in a two ply undcrlaymcnt systcm with approved 130 or ::43 as the basc Iaycr. Asphalt for bonding a mineral surfacc cap to a mech. attached basc shcct in a doublc ply undcrlaymcnt systcm. Protect -O -Wrap, Inc. PCA #94- 0714.01 W.R. Grace Co. PCA 4'92 -I 1 16.01 gcncric N/A ASTM D 4586 Cut back, asphalt ..cncric based, asbcstos free, fibcr reinforced. trowel grade cement for rcpair and flashing applications. Tile (Jails Tilt Screws Wood Battens Roof Tile Monar ( "Quikrc(c® Roof Tile Monar # 1 140 ") Test Product nimcr ipn5 Sncci(ICa(jOnc Dcscrintion Manufart N/A ASTM D 41 Cu( back, asphalt cncric . based coaling used to facilitate bonding of dissimilar materials. min. 12 ga. with hcad min. 32 ga. min. I'/," o.d. max. 2" o.d. min. 8d x 2 or min. 10dx3" x2Y• "long 0.335" hcad dia. 0.131" shank dia. 0. 1 75" screw thread_ diameter PA 114 Appcndix E PA 114 Appendix E Annular ring shank. hoc dippcd, cicctro or mcchanically galv. roofing nails for usc in undcrlaymcnt attachment. Corrosion resistant circular disc for usc in undcrlaymcnt attachment Product Conn No.: _9_5_ gen er i c generic vertical Wood Preservers Salt pressure treated min. 1" x 4" Institute LP - 2 $cncric or decay resistant horizontal lumber battens min. I" x 4" for use %vith vertical battens or min. I" x 2" for use alone PA 114 Appcndix E PA 114 Appcndix E Corrosion resistant, screw or smooth shank nails. Corrosion resistant, coated. square drive, galvanized, coarse thread wood screws generic generic Roof Tile Monar N/A PA 123 Prepared mortar mix Bcrmuda Roof ( "TileTncT " ") designed for mortar Company. Inc. sct roof tilt PCA #94.0614.01 applications. N/A PA 123 Prepared mortar mix Quikrctc Constructio designed for mortar Products sct roof tilt PCA #94 -0803.01 applications. Produci Roof Tile Mortar ( "BONSAL® Roof Tilc Mortar Mix ") Hurricane Clip �; Fasteners • Tcst Product Pmcnsionf anecifica Dcscriptioq N/A PA 123 Prepared mortar mix designed for mortar sct roof tilt applications. Qd1R5 PA 114 Corrosion resistant min. '/," width Appendix E bronzc, aluminum, min. 0.060" thick stainless steel, galvanized steel or plastic attachment clips for supplemental tilt attachment. Clips are installed with corrosion resistant roofing nails compatible with the clip. Jio Factcncrs min. 8d x I V.." min. 26 ga. min. 16" width min. 26 ga. min. 2" fact flange min. 2" deck flange N/A Scc PCA Two componcnt Polyfoam Products, polyurethane adhcsivc Inc. designed for adhcsivc PCA ts94- 0401.01 set roof tilt applications. ASTM A 525 Galvanizcd steel valley flashing PA 1 1 1 Galvanizcd steel drip edge Product Control No.: 95-n;16 04 f ianufal'fnrnr W.R. Bonsal Co. PCA 1194- 0633.03 generic ocncric generic 12!22. 97 Deck Type: Deck Description: SYSTEM D: Slope Ra nge : Uuderlayrnent: Roofing Tile: Comments: 13:13 MEDITERRANEAN ROOF TILE y 5579685 Wood, Non - insulated SYSTEMS (CONTINUED) New construct' 19 1. eater plywood or wood plank. Product Control No.: 9 -0+ t .4 na 2 ":12" to 7 ":12" Note: System D ' only acceptable is this slope range. For slopes in excess of 7 " :12 ", refer to System C. Install underlayment system in compliance with Dade County Application Standard PA 120. (See System Limitation #5.) Install tile in compliance with Dade County Application Standard PA 120. (See "Data for Attachment Calculations" included in this Approval.) 1. For re -roof applications, "4 2 " plywood is an acceptable substrate. NO. 436 D01 Product Control No.: 95.0 ;16 Oa SYSTEm LImITATIONS The standard minimum roof pitch for Lifetilc's "CapriT " Tilc ", low profile the shall comply with Dadc Counry Application Standards PA 1 18, PA 119 or PA 120, depending on the mcthod of installation. 2. For nail -on applications, fasteners for mechanical attachment of tiles shall have a head diameter larger than that of thc preformed holcs in the tilt. 3. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. The mcthod of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed thc required moment of resistance determined in compliance \vith Dade Counry Protocol PA 115 or PA 127. The Lifetilc "CapriT "' Tile" tile profile has been tested for both wind characteristics and static uplift performance, calculations for installation in compliance with PA 115 or PA 127 shall bc done a 'Moment Based System'. 4. For mortar or adhesive set tilt applications, a field static uplift test by a Dade County accredited testing agency, in compliance with Dade County Protocol PA 106, shall be performed. 5. For mortar set tile applications, 30/90 hot mopped undcrlayment applications may be installed perpendicular to the roof pitch unless stated otherwise by the underlayment material manufacturer's publishcd literature. 6 All tilts shall bear the imprint or identifiable marking of the manufacturer's •name or logo for identification in thc field. 7, Applications for roofing permits shall include a completed Section II of the Uniform Building Pcrmit, a copy of Lifetile's current specifications and details, a copy of this Product Control Approval and a copy of thc Product Control Approval of any Roofing Component used in the Proposed tilt application. Reference shall bc made to appropriate data for the required fire rating. S. llic applicant shall retain the services of a Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and rclatcd protocols. Samples taken shall be in compliance with Dade County Protocol PA 112, Appendix 'A'. ). Any amendments to these provisions shall be in compliance with Scctions 203 and 204 of the South Florida Building Code. DATA FOR ATTACHMENT CA t_CULATIONS Product Control No.: 9 u;16 Oa Table 1: Aerodynamic Multipliers - X (ft') from PA 108 Testing Capri Tile 4 " :12" Direct Deck Battens Direct Deck 6" :12" Battens Direct Deck 7 " :12" or greater Battens Direct Deck Tile Profile Battens Table 2: Restoring Moments due to Gravity - M (ft -Ibf from PA 102 Testing ) Table 3: Attachment Resistance Expressed as a Moment - M (ft-lbf) from PA 102 and PA 102(A) Testing' Tile Profile Capri Tile Tile • Application Battens Direct Deck Approved Nails lnail 4.10 11.80 2 nails 7.10 21.90 Approved Screws 1 screw 22.90 2 screws 49.10 47.10 Approved Field Clip With: 1 nail 24.20 24.30 • 2 nails 34.80 35.50 Approved Eave Clip With: 1 nail 22.10 19.00 2 nails 32.20 31.90 25.80 Data noted in Table 3 is for installation with a 3' tile headlap. App 'roved screws are as noted in the Trade Names of Products Manufactured By Others' and 'Profile Drawings' sections of this Approval. Clips on eave tile are not required for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. DATA Fpit ATTACHMENT CALCULATIONS (CONTINUED) Product Control No.: _21 Table 3 -A: Attachment Resistance Expressed as a Moment - M (ft-lbf) from PA 102 Testing Tile Profile Capri` Tile Tile Application Direct Deck Recover/Reroo( (min. " /n- plywood) Battens New Construction 67.50 43.00 50.90 Tile installation with a 4" headlap using two (2) Approved 10d x 3 Tong polymer coated, corrosion resistant, ring shank nails installed in manufactured holes located 2Y from the head of the tile. Clips on eave tile are not required for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. Table 4: Attachment Resistance Expressed as a Moment - M (ft -Ibf) from PA 101 Testing Tile Profile Capri Tile Tile Application Attachment Resistance UNIVERSAL TRIM TILE PROFILE DRAWINGS r'iu Ti t..; • LIFETILE° Product Control No.: 95_0 L IE n, PROFILE DRAWINGS (CONTINUED) APPROVED SCREW FOR SCREW DATA rN TABLE 3 Product Control No.: METRO oADE METROPOLITAN DAOE COUNTY, FLORIDA tvIr:T110.0AOE FLAGLER OUILOING DUILDINO CODE COMPLIANCE DEPARTMENT ME SUITE 1GOJ TRO.OADE FLAOLERBUIL0NO 140 WEST FLAOLER STREET MIAMI. FLORIDA 11130.150 pos) VS-2001 FAX J05) 776 -2900 Extcnsions of Acccptancc may bc considered aftcr a new application pplication has bccn filcd and the supporting ( ) ycars, havc bccn rc- cvaluatcd. data, tcst rcports no oldcr than tcn All rcports of rc- tcsting shall bcar the scal, signaturc and datc of an cnginccr rcgistcrcd in the Statc of Florida. • 2 . Any rcvision or changc in thc materials, usc, or manufacturc of thc product or proccss shall automa ' bc causc for termination, unlcss prior approval is granted for rcvisions or changc. ttcally 3. Any unsatisfactory performancc of this product or proccss or a changc in Codc provisions shall bc r for rc- cvaluation. grounds 4. This acccptancc shall not bc uscd as an cndorscmcnt of any product for salts or advertising purposes. 5. Thc Noticc of Acccptancc numbcr prcccdcd by the words Dadc County, Florida, and followed b cxpiration date may bc displaycd in advcrtising Iitcraturc. If an y � displaycd, thcn it shall bc donc in its cntircty. Y portion of thc Noticc of Acccptancc is 6. Product approval drawings, whcrc rcquircd for permit applications, shall bc providcd to thc Thc prints nccd a Iicant b y thc nianufacturcr or his distributors unlcss othcrwisc notcd in the Noticc of Acccptancc. pp not bc rc- scalcd by an cnginccr. P 7 Failure to comply with the Standard Conditions shall bc causc for tcrmination of the Approval. This approval superscdcs all prcvious approvals. aul Rodrigucz Product Control Supervisor PRODUCT CONTROL NOTICE OF ACCEPTANCE GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Your application f. •roduct Approval of: GAF RuberoilN Modifed Bitumen Roof Systems for Wood Decks under Chapter 8 . he Metropolitan Dade County Code governing the use of Alt ate Materials and Types of Construction, and comp e • .ed in the plans, spec ificatio ns • • • : .. tons as submitted by: Dynatech Engineering, Inc., Factory Mutual Research Corporation, and Underwriters Laboratories, Inc. has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2 -60 and the standard conditions on page 61. This approval shall not be valid after the expiration date stated. below. The Building Code Compliance Office 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, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Accept. • e No.: 97- 0804.14 Revises No.: 95- 1003.03 Expire : 11/06/00 / i Raul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Office and approved by the Building Code Committee to be used 'n Dade County, Fl ridi under the conditions set forth above. / � r ..,i Approved: 11/06/97 1 Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Category: Sub - Category: Type: Sub -Type: PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Membrane Roofing Syste Built -up Roofing Modified Bitumen APP and SBS Product Control No.: 97- 0804.14 Approval Date: November 6, 1997 Expiration Date: November 6, 2000 S stem Descri • tion GAF Materials Corporation has been manufacturing commercial roofing products for more than 100 years. GAF produces a wide range of roof products for built -up roofing systems. The modified bitumen products include both APP and SBS products in smooth, granule and fire rated versions. In addition, GAF offers two ply modified systems to meet the specification requirements for multilayer SBS modified specifications. GAF products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the Ruberoid Modified Bitumen Application and Specification manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories. GAF modified bitumen membranes have been tested in compliance with ASTM D 5147 test requirements. Contact: William J. Woodring Director of Technical Services (973) 628- 4134 Page 2 of 61 Frank Zuloaga, Roofing Product Control Examiner Insulation Types: Material Wood Material Wood Basalt Wool Perlite Polyisocyanurate Composite Board Wood Fiberboard High Density Wood Fiberboard Rockwool Maximum Design Pressure -75psf Desi Maximum Fire Classification Classif re Class 'A' Page 3 of 61 Product Control No: 97 0804.14 Note: Fire classifications and maximu •esi_n sures do not reference all assemblies over all deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory for Fire Classifications. Frank Zuloaga, Roofing Product Control Examiner Product GAF Asphalt Concrete Primer GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion GAF Premium Fibered Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement GAFGLAS #750 GAFGLAS #80 UltimaTM Base Sheet GAFGLAS Ply 6® GAFGLAS Flex PIyTM 6 GAFGLAS Ply 4® GAFGLAS® Mineral Surfaced Cap Sheet TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Dimensions 5, 55 gallons 60 Ib. bags ASTM D 1863 5 gallons 1, 5 gallons 1, 5 gallons 3 sq. roll 75 lb. roll 2 Sq. Roll 70 lbs. /roll 5 sq. roll 45 Ib. roll 5 sq. roll 45 Ib. roll 5 sq. roll 76 Ib. roll Test Product Specification Description ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. ASTM 1227 Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. ASTM D 3019 ASTM D 3409 ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. ASTM D4601 Asphalt impregnated and coated, fiberglass base sheet ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt coating. ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Page 4 of 61 rroauct Lontrol No: 9 Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. rank Zuloaga, Roofing Product Control Examiner Note: 11 insulation shall be adhered to the anchor sheet in full moppings of approv :i hot asphalt within th VT range and at a rate of 20- 401bs. /s Please refer to Metro -Dade Cou Roofing Application andard PA 117 for insulation attachment. Insulations listed as bas: layer only shall be used only as ' ase layers with a second layer of approved top layer insulation ' stalled as the final membrane s •strate. Composite insulation panels may be used as a top 1.yer placed with the polyisocyanurate si facing down.. GAF requires either a ply of GAFGLA TRATAVENT® perforaded laid dry or . layer of GAFTEMP® PERMALITE or wood fiber overlay board on all isocyanurate application Anchor sheet: Base Sheet: PIy Sheet: Membrane: Surfacing: (Optional) Install Maximum Design Pressure: Maximum Fire Classif atio Maximum Slope: Specification No.: GAF LAS® Ply 4 ®, Ply 6 ®, GAFGLAS Flex Ply 6, #75 Base Sheet, GAFGL • S #80 Ultima' Base Sheet, STRATAV. NT® Nailable, RUBEROID Modified ase Sheet or RUBEROID® 20 base feet applied to the deck with approved an ' ular ring shank nails and tin cap at a fastener spacing of 9" o.c. at the lap stagge -d in two rows 12" in the fiel•. Base sheet shall serve as anchor sheet for attach - nt of insulation install one ply of GA GLAS® #75, GAF LAS #80 ULTIMA Base Sheet, GAFGLAS® PLY 4 ®, AFGLAS® P 6 ®, GAFGLAS Flex PIyTM 6, GAFGLAS® STRATA NT® Perfo ated(laid dry), RUBEROID Modified Base Sheet or RUBEROID® 20 •'reedy . er the top layer of insulation. Adhere with any approved mopping aspha ap. red within the EVT range and at a rate of 20- 40 lbs. /sq; (see General Limita '' n #4). (Optional) one or more plies AF GAFGLAS Flex PIyT' 6 she adher applied within the EVT ra e and at a One ply of Ruberoid® T Torch Plus Granule or manufacturer's appli ne of the following: 1. Gravel or lag applied at 400 lb. /sq. and 300 .. /sq. respectively in a flood coat of : pproved asphalt at 60 lb. /sq.. 2. GA Premium Fibered Aluminum Roof Coating, .t 1.5 gal. /sq. or GAF eatherCoat® Emulsion at 3 gal. /sq. (Torch Smo•'th applications only) -45 psf (See General Limitation #7) 'A'. See General Limitation #2. 2 ":12 "; See General Limitation #3. Product Control No: • - 0804.14 Page 21 of 61 LAS PLY 4 ®, GAFGLAS® PLY 6® PIy or in a full mopping of approved asphalt ate of 20 -40 lbs. /sq.. rch Smooth, Ru eroid® Torch Granule, Ruberoid® uberoid® Torch F torch applied according to Lion instructions. Frank Zuloaga, Roofing Product Control Exam: • er Membrane Type: Deck Type 1: Deck Description: System Type A(2): Base sheet mechanically fastened. All General and System Li„' _ 'ons shall apply. Base Sheet: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: 19 32 11 (Optional) 0 e, two, o hree •lies GAFGLAS PLY 4 ®, GAFGLAS® PLY 6® Ply or GAFG ex Ply 6 s . - _ _ ' • - . opping of approved asphalt a.plied within the EVT range and at a rate of 20 -40 lbs. /sq.. more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, u.eroid® Mop Granu - . .'.® Mop Plus Granule, Ruberoid® 30 or Ruberoid® 3 UBEROID UltraCladTM SBS in adhered in a fu ::: :. _ . _ _ * applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Or, One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID UltraCladTM SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal. /sq. (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lb. /sq. respectively in a flood coat of approved asphalt at 60 lb./sq.. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb. /sq. + 15 %. ood, Non - insulated New Construction or Reroof reater .I ood AFGLAS® #75, G ' GLAS #80 Ultiman" Base Sheet, GAFGLAS® PLY 4 ®, FGLAS ®' . ®, GAFGLAS FIexPIyTM Base Sheet,GAFGLAS® STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 '/," tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered the center line of the sheet in the fi lri -45 psf (See General Limitation #7) 'A'. See General Limitation #2. 2 ":12 "; See General Limitation #3. Page 22 of 61 • • vv.•.....vuuvi /-0004. 14 Frank Zuloaga, Roofing Product Control Examiner • Wood Deck System Limitations: Product Control No: 97- 0804.14 1. Fastener spacing for anchor sheet attachment is based on a Minimum Characteristic Force (F') of 95 Ibf or greater as tested in compliance with Merto -Dade County Protocol PA 105. If F' as tested is below 95 Ibf, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Merto -Dade County Protocol PA 105 and calculations in compliance with Metro -Dade Roofing Application Stanadrd PA 1 17. 2 All standard insulation panel sizes are acceptable for mechanical attachment. When panels are applied in hot asphalt, maximum panel size shaJI be 4' x 4'. a. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') of 275 Ibf. as tested in compliance with Merto -Dade County Protocol PA 105 & Roofing Application Standard PA 1 17. If the fastener value, as field tested, are below 275•Ibf. insulation attachment shall not be acceptable. 3 A slip sheet is required with GAFGLAS FlexPly 4® and Ply 6® when used as a mechanically fastened base or anchor sheet. 4. 'A Type X gypsum board is acceptable to be installed directly over the wood deck.. Page 57 of 61 Frank Zuloaga, Roofing Product Control Examiner ri Uuucl Lon(rol INo: 9 /- UiiU4. 14 GENERAL LIMITATIONS 1 All asphalt shall comply with ASTM D 312 type III or type IV requirements, and approved by applicant. 2 Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Roofing Materials Directory or other fire testing data listed in the testing file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. • 3 Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 4 An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used, install one layer of GAFGLASS STRATAVENT Perforated, laid dry.A base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. Where STRATAVENT Perforated is used over approved isocyanurate foam insulation, the maximum design pressure is limited to — 60psf. 5 All work shall be performed by a contractor licensed to do roofing work in Metro -Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer, and the requirements of the SFBC. 6 The submission of system specifications and details shall accompany the Section II Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. Page 58 of 61 ran Zuloaga, Roofing Product Control Examiner r P 1 Product Control No: 97- 0804.14 7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increase for both insulation and base sheet as needed calculated in compliance with Metro -Dade County Roofing Application Standard PA 117. (When this limitation is specifically referred within this NOA, General Limitation #20 will not be applicable.) 8 All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Metro -Dade County Roofing Application Standard PA 111 and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. All details shall comply with the provision of the South Florida Building Code. 10 Fastener spacing for base sheet attachment is based on a Minimum Characteristic Force (F') value as tested in compliance with Metro -Dade County Protocol PA 105. If the fastener values as tested are below those listed in the System Limitations, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from a Metro - Dade County Protocol PA 105 test report and calculations that comply with the wind load requirements of Chapter 23 of the South Florida Building Code and Roofing Application Standard PA 117. 11 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with PA 105. If the fastener value, as field tested, are below 275 Ibl insulation attachment shall not be acceptable. 12 Asphalt moppings shall be with applied with approved asphalt and shall be in compliance with equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 13 Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive, which shall comply with provision of Roofing Application Standard PA 117 - Page 59 of 61 Frank Zuloaga, Roofing Product Control Examiner rruuuct Lonrroi No: 97 - 0804.14 14 All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 15 In re- covery/re- roofing applications, prior to the application, all existing roof surfaces used as a bonding substrate shall be tested in compliance with Metro -Dade County Protocol PA 124 for uplift resistance. Test pressures shall be calculated in compliance with the wind Toad requirements of Chapter 23 of the South Florida Building Code to the design pressure of the roof. 16 In re- roofing applications, moisture content in an existing roof must be in compliance with Section 3401.] 0(m), (n) of the South Florida Building Code. 17 Roll good materials shall be stored on end and on a clean, flat and dry surface. 18 If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 19 Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with sections 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 20 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, corners). No rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners, and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) Page 60 of 61 Frank Zuloaga, Roofing Product Control Examiner • Product Control No: 97- 0804.14 GAF Materials Corporation ACCEPTANCE NO.: 97- 0814.14 1361 Alps Road APPROVED: November 6, 1997 Wayne, NJ 07470 EXPIRES: November 6, 2000 NOTICE OF ACCEPTANCE STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, 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 name, city, state, and the following statement: "Metro -Dade County Product Control Approved ", 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) lithe 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 sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and/or manufacture of the product or 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 Metro -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. 7 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 times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 61 END OF THIS ACCEPTANCE Page 61 of 61 Frank Zuloaga, Roofing Product Control Examiner Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address Registered Architect and /or Engineer Name and address of licensed contractor Cnifie&I ff -1 t1FlNb C o , f I* • 30t NW 7/ 5r MAN / Location and legal description of lot to be built on: Lot Block Subdivviision/ g, q _ Street and Number where work is to be done ¥ Ff.,/ temp 04/ State work to be done and purpose of building (by floors) and for no other purpose. New Building Remodeling Addition Repairs No. of Stories 1 To be constructed of Kind of foundation Roof Covering ae4Vt L Estimated Total cost of improvements $ / 00 ' at) Amount of Permit $ b' G0 Zone cubage required .Plan Cubage__ Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor__. _ I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on wor to be performed under this permit, as are licensed by Miami Shores Village. - Remarks (Signed). _ " e__ STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the_ of the above described construe ion, 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 / . C /� Permit No 1_( o Disapproved ___ _ ( Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Date S w i rzte Date__ Date Chairman Member Member PLANNI ) BOARD DATE Member Member Member No 33V Read, Sworn to and Subscribed before me. Notary Public, State of Florida od, r fad -- G2 E to me well known, Building Inspector _ My Commission Expires Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty ' materials and /or workmanship. Owner' Name and Address__ _ PaBlor Lot STATE OF FLORIDA, COUNTY OF DADE. ss. MIAMI SHORES VILLAGE BUILDIN INSPECTION DEPARTMEN APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the det,iled statenien' of the plans and specifit a,ions herewith submitted for the build- ing or o h, - ructure her i described This licatic is made in compliance and con on ty w.th the Building Ordinance of Mia ti Shores Villatie, or da, and all pro isions of the Laws a the State ef h krid. all o d nances uf Mi m Shores Village and all rules and regu a ion. of the Building Div. i of •iam Sho, iilage h '1 ,e o pl.ed with, whether herein specified or not. A copy ot approved plans al nd specificati , n , must be key at buiteling durin progress of tl.e wcrk. Registered Architect and/or Engineer. Name nd address of licensed contractor Wm. L Pierze,_ 262. _Palmetto__ Dr". Miami Springs. Location and legal description of lot to be built on: Block. Subdivision Street and Number where work is to be done .....334 11. E. 99th St., Miami hores, State work to be done and purpose of building (by floors) _ and for no other purpose. New Building Remodeling Addition. .i Repairs_ . . . No. of Stories To be constructed of_ __. _ Kind of foundation Roof Cov 'ring_ Tile Estimated 7 ,tal cost of improvements $ 235.00 Amount eF. Permit $._ Zone ^ubage required . _Plan Cubage Distance to next nearest building__ _ __Size of Building Lot 5.00 __ _ Maximum live load to be borne by each floor hereby submit all the plans and speciiications for said building. All notices with reference to the building and its construction may be sent to The unde signed appli ant for th's bu'Iding permit does hereby certify Ciat he understands and accepts his Aligations as an employer of 1- bor under he Florida Workmen's Compensation Act being S- -tion 5966 Coi p led Gen al Laws of Florida P r anen S.Ipplc 'lent. and h s compl ed w:th he prov• :ions thereof, and will require s.milar comp lance from all contractors or sub-contractors emplo -ed by him in the wo k to be p rf med under th s pern it and ill post or cause to be posted for inspection on the site of the work su :h public non e or -otit es as are requir d by the Act. The u. d.r ign -d agrees to employ only such abcontr. ctors, on work to_ be perform d der this permit as are licensed by M am. Shores \i1 ge. Lang 1oofing and Tile Co. Remarks__ ( Signed) . Before me, the undersigned authority, a notary public, duly authorized to adm.nister oaths “nd take acknowledgments, personally pp- pearcd _ ------ _ • - ■ Date 10/19/53 , 19 No.._ 334 StreetNE 99th St. to me well known, and who, being by me first d ly sworn, upon oath depores and says that he is the _ of th abov de v. ibed . ist>on t, . h has carei ally read the foregoing application, and that he did sign the same, and that all facts therein by him stated are tr to Permit No 1 0 — 5" 2 - Date i P '.-.., _',-, Read, Sworn to and Subscribed before me. Disapproved __ Date . f. . Notary Public State of Florida ( Signed) . Building Inspector My Com:nission Expires. PLANNING BOARD _DATE Chairman Member Member Member Member _ Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections o' 2hanges to this application ..ft,T approval 11 is been obtained from the Planr ng Board A re--inspection fee of $1.00 will be charged when such re-inspection is m. .e necessary by improper notice for inspe:-tor or fa. ity materials and/or workmanship.