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237 NE 102 St (14)Project Address 237 NE 102 Street Miami Shores, FL 33138 -2426 1132060134950 Block: Lot: DUANE MERLE ALLISON Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Building Department Copy Address Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $1.80 $0.60 $250.00 $6.00 $6.25 $264.65 Parcel Number Contractor(s) TOUGH ROOFING CO INC Phone 305 - 625 -0891 CeII Phone Permit Issue Date: 6/12/2007 P NO. RF -6-07 -1209 Permit Type: Roof Work Classification: Roof - Repair Permit Status: APPROVED Expiration: 12/09/2007 DUANE MERLE ALLISON 237 NE 102 Street MIAMI SHORES FL 33138 -2426 (305)439 -1625 Type of Work: Re -Roof Additional Info: FLAT ROOF Classification: Residential Total $ 0.00 $ 0.0 Payment Type: Authorized Signature: Owner / Applicant / Contractor / Agent Phone Amt Paid 1 Amt Due $ 0.00 ' JUN 1 5 PAID Applicant Available Inspections : June 12, 2007 Date Cell Valuation: Total Sq Feet: $ 3,000.00 190 Inspection Type: Final Roof Roof in Progress In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Tuesday, June 12, 2007 1 REPAIR EDRID ON FLAT ROOF AROUND POOL REPLACE BORDER CLAY TILE REPAIR ONE ON FLAT ROOF AUil 21 2201 Passed y Inspector Comments LADDER IS ON THE BACK OF THE HOUSE Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until i nspection Number: .1 u -07 -1209 Inspection Date: 06/22/2007 Inspector: Grande, Claudio Owner: ALLISON, DUANE MERLE Job Address: 237 102 Street NE Project: <NONE> Contractor: TOUGH ROOFING CO INC Building Department Comments Thursday, June 21, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Miami Shores, FL 33138 -2426 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - Repair Phone Number (305)439 -1625 Parcel Number 1132060134950 Lot: Phone: (305)652 -7441 Page 2 of 2 REPAIR EDRID ON FLAT ROOF AROUND POOL REPLACE BORDER CLAY TILE REPAIR ONE ON FLAT ROOF Infractio Passed Comments TIN CAP SPACEING True • JU% 1 9 200?? Passed Inspector Comments No one working on roof, no ladder available for inspection. Inspection not cancelled. 6/19/07 CG. ,in :, Fa Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 06/1912007 Inspector: Grande, Claudio Owner: ALLISON, DUANE MERLE Job Address: 237 102 Street NE Miami Shores, FL 33138 -2426 Project: <NONE> Contractor: TOUGH ROOFING CO INC Buildin De Comments Tuesday, June 19, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -53020 Permit Number: RF -6 -07 -1209 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - Repair Phone Number (305)439 -1625 Parcel Number 1132060134950 Lot: Phone: (305)652 -7441 Page 1 of 2 REPAIR EDRID ON FLAT ROOF AROUND POOL REPLACE BORDER CLAY TILE REPAIR ONE ON FLAT ROOF JUN 2 1 2007 Passed �� %1 Inspector Comments CREATED AS REINSPECTION FOR INSP- 53020. No one working on roof, no ladder available for inspection. Inspection not cancelled. 6/19/07 CG. my Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -53107 Permit Number: RF -6 -07 -1209 Inspection Date: 06/21/2007 Inspector: Grande, Claudio Owner: ALLISON, DUANE MERLE Job Address: 237 102 Street NE Miami Shores, FL 33138 -2426 Project: <NONE> Contractor: TOUGH ROOFING CO INC Building Department Comments Wednesday, June 20, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - Repair Phone Number (305)439 -1625 Parcel Number 1132060134950 Lot: Phone: (305)652 -7441 Page 2 of 2 BUILDING 2007; PERMIT APPLICATION 1 FBC 2004 E3 Y: ................ Permit Type (circle): Building Electrical Owner's Name (Fee Simple Titleholder) p, , // ifbN Phone # 3o5".'77/46 Owner's Address 2,37. * city/dot( 5'LTo, Z State /•"1►- Zip 14801Vi .1-9/3 Tenant/Lessee Name . .„9/7h1A :1 Phone # 30-47 7.51./6' Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # 232/?► 9/o2 5 County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name 7d C/ j" ko'P')NQ (1) , L1 Contractor's Address 201130 4' G✓ City fl /'Qh?f C,? E'4/r State F!/ Miami Shores Village 0 00 0 --Lj, Building Department VI- Y� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Qualifier Name - X; fFeAf Gtioei t / ,q State Certificate or Registration No. Architect/Engineer's Name (if applicable) Value of Wok For this,Permit $ 2 pp oCJ Permit No. i 1-12-0 Master Permit No. Plumbing Mechanical zip 99/ 52 Phone # 965 7/o < ZL ' Zip 39 -6 Phone # 906, 65 7 �/ Certificate of Competency No. (YG' O 56 Phone # . '. Y Square /.s.inear Footage Of f Wbtk:. /! p � pa7'igge Type of Work:. ['Addition ❑Alteration ❑New . .. Repair/Replaye El Demolition ,� .1 �. � m •, - , ,n.. , . , i Describe Work: '4 / • 1'IM'd 0 Fh47 /OO/C ,4c/di,J PPd/ /3j'p 4a27 Z' - c /1► f 'j A'ff o • a Submittal Fee $ Notary $ Scanning $ (0 • Q')- ****** * * * * ** * * * * * * * * * * * * * * * * * * * * * * * ** **F * * * ** ******* * * * * * * * * * * * * * * * * * * * * * * * *** * * * ** Permit Fee $ SD t CCF $ 1 •)- CO /CC Q»C(30 Training/Education Fee $ Radon $ Bond $ Code Enforcement $ DPBR $ Double Fee $ Technology Fee $ CO • Zoning $ Structural Review. $ Total Fee Now Due $ 2C) ' (",t See Reverse side -� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE . OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. The foregoing instrument was acknowledged before me this -' day of June , 2001 , by who is personally known to me or who has produced //A ti ' As identification and who did take an oath. NOTARY PUBLIC: Sign:Ctla Print: 1 1 1L)O C My Commission Expires: 3 ) S " APPLICATION APPROVED BY: (Revised 02/08/06) Contractor The foregoing instrument was acknowledged before M me this 5 r�l1 day of Jun ,20U�,byJee S Q iCe, d /' ho is personally known tom or who has produced as identification and who did take HORITA WALKER ""� ``��''•. Notary Public - State of Florida • EMy Commission Expires Mar 15, 2009 Commission # DD 407664 OF Y P ' Bonded By National Notary Assn. g .. v HORITA WALKER SP: u Vs Notary • Public State of Florida Flt , Commission Expires Mar 15, 2009 Commission # DD 407664 4". OR f��P - B National Notary Assn. lTt. 4 r � OTARY PUBLI int: My Commission Expires: 3- S ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** rito Plans Examiner Engineer Zoning APPROVED ZONING DEPT 143 PAGE aoq Address Low Slope ❑ Asphaltic Shingles ❑ New Roof ROOF SYSTEM INFORMATION Low Slope Roof Ana (SF) Steep Sloped Roof Area (SF) Sketch Roof Plan: Illustrate S e leve B R O fl (Roof Plan) � roof dralna, scuppers, overflow scuppers and overflow drains. include dimensions of sections and levels, clearty Identify dimensions of elevated pressure zones and location of parapets, i :: 2` E°=Oa =r ■:�_ -- . r��� = rt=■Ir ria • a • ma Ton =IBM ii I: i am ::: milsiMMI a Ma airami um- a sway a 21 r ■aai I E ra=■�a"rai ■` ■r =__ C a�E= Aai ■ E "� o puma ■ : ■_ m r BLDG DEPT !star Permit No. ',tractor's Name SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS Process Nc. • • • Z - 6'7 ALE- Of " :• ' • • .. •. • •.• • • . • • • • • • • 'styled Tile ❑ IVior'.ar /Adheelve Set Tile Ingies .n Wood 8't11rvawil3hakas .•. ..... .. : : : : :4r� ther d BUR -RAS 1.510 : : 'de; YeM•St3cks? Yes No ROa: TYPE Type: Natural LPGX : Re- Roaflng ❑ Recovering tG R.pa1r ❑ Maintenance 0 ' I Total (SF) .. . JUN 1 1 2007 2- 3b 'RF 4 1 - I2Oy J�� SECTION 1524 • HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NdTIFICAYI0 FOR F1OOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing•cor ctgr to Revile the•Swner with the required roofing permit, and to explain to the owner the content of this rain:. groyi44gs pp Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify 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 viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. — ti) 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of th tructural 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. S; C npurerSeMce4 B 3 a Pr oe d� 6 1 i p ss l 3 Permit Number ���fwv • ... • • • •.. • .. • • • .. .. • • • • • • • • • • • • ... • • • • • • • • • • • 000 • • • • 000 • • • • • • 000 • • • • • • • • • • • • • •• • • • • • • • ntra or's Signature 3_0 1.48 5/03 PAGE 3 1 High 1 Fill In Specific Roof Assembly Components and identify Manufacturer (If a component Is not used, identify as System Manufacturer. 4 NOANo.: 3- D�(� Design Wind I Fassures, F Prnax2: Pmax1: Gauge/Thi Slope: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener/Bondn Top P o Surfaand: Florida Building Code Edition 29Qg • • • • ••• Velocity Hurricane Zone Uniform Permit 40qt/ido� Fes• • • • • • . . • Section C (Low Sloped ltoof•3Ystdmr ." Max Design Pressure, From Ibe S System: Z Deck Type: • chor/Base Sheet & No. of Ply(s): 7 ase Sh Fastenpr/Bond Insulation B Layer Base Insulation Size and Th Base Insulation Fastener/B • nding Z 38 or Calculations: P max3: M aterial: pi/ 7:C. vial: Top Insulation Layer. Top Insulation Size and Thickn Top Insulation Fastener/Bonding Ma 111111M111 *riai: heet(s).& No. of Ply(s): y Sheet Fastener/Bonding Ma I al: op Ply- =s` /740c A a�otepacleg fqr Anofiorl�ase Sheet • • • • • • • ig. • • Field: ' oc fa Lap, *Rows Perimeter! • Comer. .. • . L!p,:* gig' • . . .• • ©l.4p. aows. Number of Fasteners P r Insulation Board Field Pertme4r ' Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base . - Flashing, Counter- Flashing, A, Coping, Etc. $1ndlcatra: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spadng or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. pi/J. se i ,w �;r r'sr?)0RuOva" t 4F F, Parapet I Height • Mean Roof Height M I AM I•DADE ItUI'r.l)rNG CODE COMIPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 Tltis NOA renews NOA ?fO2- 0403.10 and consists of pages 1 through 31. The submitted documentation was reviewed by Frank 7.ulca fa, RRC. MIANLI -DARE COUNTY, FLORIDA •• • • • • • N11131I'R• -D •t ? P GLER BUILDING • • %IF.sta4GtEv. s7;ttEET, SUITE 1603 ;. •.. . : 1131AM;(, Fa;t)RIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 ••• •.•. • • • • • • • • • • • • • • • . . . •• 1 • ••• • • • • .• • • • •• ••• •. SCOPE: • This NOA, is being issued under the applicable rules and regulations go.t rntn$ OOtitis! of n tr�l�tion materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee tU be 1:' :cd in Dade Cuuniy and ,AL:a' aYi.:1.i where aik ved1 by the Authority l Bluing Jurisdiction (A11.1). 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 AM (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, thc manufacturer will incur the expense of such testing and the AFIJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves thc right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity hurricane Zonc of the Florida Building Code. DESCRIPTION: GAF Rubcroiri® Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear apernlanellt label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall because for termination and removal of NOA. ADVERTISEMENT: The NC)A number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall he available for.inspcction at the job site at the request of the Building Official. NOA No: 03 - 050 1 .02 Expiration Date: 1 Approval [)ate:10 /23/(13 Page 1 of 32 ROOFING SYSTEM APPROVAL Cataall Roofing Snb- Category: Deck Type: Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED TABLE 1 Product GAF Asphalt Concrete Primer (Matrixm 307 Priincr) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion ( Matrixm Fibered 305 Emulsion) . GAF Prerniuin Fibered Aluminum Roof Coating (Matrix'" System Pro Aluminum Roof Coating Fibercd 301) GAF 7etbliack All Weather Plastic Cement (Matrixes Standard Wct/Dry Roof Cenicitt 204) GAFGLAS #75® GAFGLAS #80 Ultima•r "a Base Sheet GAFGLAS Ilex Plym 6 GAP(3J.AS Ply 40 GAFGLAS ®Mineral Surfaced Cap Sheet 0AFGLAS® STRA'I'AVENT® Eliminator Perforated SBS /APP, Modified Bitumen Wood -75 psf See General Limitation #1 Dimensions 5, 55 gallons 60 lb. Bags 100 Ib. bags 5 gallons 1, 5 gallons 1, 5 gallons 39.37" (1 meter) Wide 39.37" (.1 meter) Wide 39.37" (1 meter) Wide 39.37" (.1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 'l'cst p cification ASTM :D 41 ASTM D 1863 ASTM 1227 AST.'V1.L) 2824 ASTIV1 D 3019 ASTM D 3109 ASTM D 4601 ASTM I)4601 ASTM D 2178 ASTM D 2178 ASTM 1) 3909 ASTM D3672 ASTM 1) 4897 • • ... • • • ... • • • • • • • • • • • • • • • • • • • • • • • • • • • • ... • • • • .. • • • • ••• • • • • • • .. • • • • • .... • • .... • • .... .... ... Oil LAIIELE13BY APPLICANT: .. .. • • • .. ... .. Pr • • • * De.$cripfion Asphalt conctete pricier used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF MineralShielcl0 Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Fibcred aluminum coating. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coat;.tl glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules ernbcdded in asphaltic coating with factory perforations. NOA No: 03- 0501.1)2 Expiration Date: 11/06/08 Approval Datt:10 /23/03 l'age 2 of 32 Product GAFOLAS® Flashing GAFULAS® STRA'I AVENTO Eliminator Perforated Nailable RUBEROID® SBS Heat - Weld Smooth RUBEROID® SBS Heat - We.IdTM Granule RUBEROIDO SBS Heat - Weldr'M 170 FR RUFiEROII)® SBS Heat - WeIdTM PI.US RUBEROID® Sl3S Heat - Weld PLUS FR RUBEROID Modified Base Sheet RUBEROIDO Modified Bitumen Adhesive RUB1ROII)® SBS Hcat- We1dT'' 25 Ruberoid® Mop Granule. RUB EROrI) MOP Smooth RUB; ROIL) MOP PLUS RUBEROID MOP 170?.. RU13EROI1) MOP FR RUBEROID PORCH S iuotl, Dimensions various 39.37" (1 meter) Wide I meter (39.37 ") wide 1 meter (39.37 ") wide I meter (39.37 ") wide 1 meter (39.37 ") ASTM D-6164 wide 1 meter (39.37 ") ASTM .D -6164 wide 39.37" (1 meter) Wide 5 gallons 1 meter (39.37 ") wide 39.37" (1 meter) Wide 1 sq. roll 87 lbs. 39.37" (1 ruder) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (I mete) Wide Test Product Specification •• �. .�. Besor��ivtr• • Afsp;hait eclatel fiber rrQrt flashing s)Seet 4va,itIble i$ tame 4744. ASTM 1)3672 Fiberglass base sheet coated on both ASTM 1) 4897 tides with asphalt„Surfaced %utile :bettepi g'auuies •erbbed8ed innsphni ceitint. ASTM D -6164 lon -Woven Polyester mat coated with polymer - modified asphalt and smooth sr�rf$cwl.' ' • :" • •.. ASTM D -6164 Notet\FiettPelyAjer:nrat coated with petl mdt rhod?fied *MA ana surfaced with mineral gra hues. ASTM D-6164 Non -Woven Polyester mat coated with fire retardant polytner modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester nut coated with fire retardant polymer modified asphalt and surfaced with mineral granules. ASTM D46O1, Premium glass fiber reinforced S13S- Type 31, UL modified base sheet Type G2 BUR ASTM D 3019 Fiber reinforced, rubberized Adhesive Type 179 ASTM D -6164 Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. ASTM D 6222 Nan -woven polyester mat coated with ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. ASTM 1) 6298 Non-woven polyester neat coated with ASTM D 5147 polymer-rnodified asphalt and smooth surfaced. ASTM 1) 6164 Non -woven polyester mat coated with ASTM 1) 5147 polymer modified asphalt and surfaced with mineral granules. ASTM D 6164 Non -Woven polyester mat coated with ASTM D 5147 fire retardant polymer modified asphalt and surfaced with mineral granules. ASTM D 6164 Nun -Woven polyester mat coated with ASTM D 5147 fire retardant polymer modified asphalt and surfaced with mineral granules. A S1 M D 6222 Heavy duty, polyester reinforeeil, asphalt ASI'i�l D 5147 modified bitumen membrane, smooth sur NOA No: U3- OS01.62 Expiration Dale: 11 /06'0H Approval Date:10/23 /43 Page 3 of 32 Product RUBEROID TORCH Granule . RUBEROID TORCH PLUS RUBEROID TORCH FR RUDEROID 170PR TORCH R uberoid® 20 Ruberoid® 30 Rubcroid® 30 FR RUBEROID® ULTRACLADO SBS RUBEROTD® Dual FR Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (Matrixmt System Pro Aluminum Roof Coating Fibered 302) GAF Built -Up Rooting Asphalt RUIJEROID MOD Asphalt, Asphalt L & Asphalt P Shingle- MateT" Undcrlayment Tile -Mate Modified Base Sheet Test Dimensions Specification 39.37" (1 meter) ASTM D 6222 Wide ASTM D 5147 39.37" (1 meter) Wide ASTM D 6222 ASTM D 5147 39.37" (1 meter) ASTM D 6222 Wide ASTM D 5147 39.37" (1 meter) ASTM D 6222 Wide ASTM D 5147 39.37" (1 meter) ASTM D 6163 Wide ASTM D 5147 39.37" (1 meter) ASTM D 6163 Wide ASTM D 5147 39.37" (I meter) ASTM D 6298 Wide ASTM D 5147 39.37" (1 meter) ASTM D 6163 Wide ASTM D 5147 39.37' (1 meter) ASTM D 6161 Wide . ASTM D 5147 5 gallons 5 gallons 100Ib. cartons, bulk 60 Ib. kegs 4 sq. roll 30 lbs. 1.5 sq. roll PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D2824, Type I Product �. .• ••• Descri;tia •:• He ;vy di.tty:poi4te:r tit forced, asphalt mc�IiiFed l bmiludrn:m:,ranc?,,:o»,inult. surface. HHavy, tty, polyester reinforce4i.asplialt lot ids(' laitur�aen niembrnei gar mule. • .. • • . su. rrane • • • • • • Heavy • ••• ••• • • duty, polyester reinforced, coated with fire retardant asphalt modified •• • • • •• ••• •• bitemenintbrgn {, grapple syrface. Heavt dpt� gol;fe:fei dinforceV, coated with fire rctardant asphalt modified bitumen membrane, granule surface;. SBS modified asphalt base sheet reinforce with a glass fiber that. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non woven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with mineral granules.' Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer- modified asphalt and surfaced with mineral granules. One -way valve vent used to relieve built - up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with reflective aluminum flakes Non- fibered. Aluminum pigmented, asphalt roof coating ASTM 1)312, Interply mopping; and surfacing asphalt. Types I, 11, III and TV SUBS modified asphalt Fiberglass reinforced shingle underlavment ASTM D 5147 SYS modified asphalt base sheet and in:etply sheet reinforce with a glass fiber mat tile underlayment. NOA tin: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10 /23/03 Page 4 of 32 Product _Tile -elate Modified Cap Tile -Mate Modified Cap Plus TopCoat® Surface Seal SI3 (Matrix 602 SB Coating) GAF WeathcrCote0 MB +(Matrix 715 MB Coating) TopCoat MVMT3 +(Matrix 715 MB Coating) WeatherCotcT" (Matrix 531 WeatherCote® Elastomcric Flashing Grade) Matrix Low VOC Matrix 101 System Pro SI3S Adhesive (Ruberoid ®M13) Matrix 201 System Pro Sl3S Flashing (Rubcroid®it-1Tl) Matrix 102 Select S13S Adhesive (Ruberoid5M13) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold adhesive Matrix 303 Select Fibered Aluminum Matrix 304 Select Non - Fibered RUBEROIDCQ Modified Bitumen Adhesive Dimensions 1 sq. roll 103 lbs. 1 sq. roll 102 lbs. 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Test Product Specifv,iit j •: • • • • ; • „peCeription ASTM ) 511.7 Norf al polyecter mat coated with : • pol}lnur ;nodi ied%anphalt and surfaced with mineral granules tile underlaymeat. AST;4 D 5147 Ncar -wo.ven polfestelmat coated with : :. • pob modif iei adspTialt and surfaced • . . . • • . • • . • w jOera1 bta hilts tile underlaytnent. Surface coating for smooth surfaced and • ' :mineral %urt CAM eoofs. • • : • :St;r* ca coaling for grnooth surfaced and ....•... • •m i acrid' stirPattzd tbofs. ASTM 03019 ASTM D3019 ASTM D3019 ASTM D4586 ASTM D4536 t LLVf T74536 AS'1'M 1)3019 ASTM D 2824 ASTM D2824, Type I ASTM D 3019 Type 1ff Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive Cold Applied Modified SEBS Asphalt. Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt. Adhesive — Flashing Grade. Standard Plastic AsphiLlt Roofing Cement Standard Plastic Asphalt Roofing Cement Caulk Grade. Cold Applied Asphalt Adhesive. Fibered aluminum coating. Non- fibcrcd. Alaminurn pigmented, asphalt roof coating. Fiber reinforced, rubberized Adhesive N0,. No: 03-050 1.02 Expiration Date: 1i /9e /08 Approval Date:10/23 /03 Page 5uf32 APPROVED INSULATIONS: GAFI'EMP Isotherm R, RA, RN & Polyisocyanurate fgaip ijrsulatiort: Composite, EnergyGuard RA GATTEMPCD Composite A & N • (B■CA)GAFI'EMP® Fiberboard GAP EMP® Permalite GAFI'EMP GAFCANTT' GAFTTMP Permalite Recover Board GAI -TEMP GAFEDGE Tapered Edge Strip (BMCA) GAFI'EMP® High Density Fiberboard BMCA Ea►ergyGuard, RA BMCA Composite EnergyGua.rd, It A PYROX White Line ACFoain I. II & Composite ISO 95+ ISO 9:i+ ::ornpositc LPs Wood Fiber High Density Wood Fiberboard Pe1ite/T.Jrethane Composite Perlite. Insulation Dens TJcck E'NRG'Y -2 & E NRG'Y -2 PLUS, UltraGard Gold Product Name • •• • TAB LE Product Description Perlitc insulation board. Cut perlite board Perlite recover board • •• • • • • •• • • • • ••• Polyisocyanurate foam insulation with high density fiberboard.0r Verinaljte . • • perlite insulation. • • Fiberboard insulation. • • Tapered perlite board High density wood fiberboard insulation. Polyisocynurate foam insulation Polyisocynurate /wood fiberboard composite Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate /perlite ridged insulation Extruded polystyrene insulation Wood fiber insulation board Wood fiber insulation board Perlitc / urethane composite board insulation Perlite insulation board Water resistant gypsum hoard Polyisocyanurate foam insulation ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • _• • • • • • ••• • • • • ••• ••• • • Manufacturer (itli•Current NOA) • X',r'tF.Materials Corp. ••• • • • GAF Materials Corp. ••• • • • 4J4 Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA Apache Products Co. Apache Products Co. Atlas Energy Products Firestone Building Products, Inc. Firestone .Building Products, Inc. Generic Generic Generic Generic generic G -P Gypsum Corp. Johns Manville NOA No: 03- 050L.02 Expiration Date: 11/06/08 Approval Date:10/23103 Page 6 of 32 APPROVED INSULATIONS: Product Name 'FiberGlass Roof Insulation ISORoc Structodek Multi -Max & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: Fastener Number Product Name 1.. GAFTITE® (D1.111- Tee®) #l2 Standard & #14 Heavy Duty Roofing Fastener 2. GAFTITE® (Drill -Tec®) ASAP 3. GAFTITEG (Drill -Tec®) Base Sheet Fastener and Plate 4. Galvalume Plates (Drill - Tec® Metal) 5. Polypropylene Plates (Drill -Tec® Plastic) 6. Dekfast Fasteners #1.2, #14 & #15 7. Dekfast Hex Plate 8. Dekfast Lock Plate 9. i /12 Roo o ip Fasteners 10. Metal Plate 11. Gearlok Plastic Plate 12. Glasfast Fastener • TABL&2 • ••• • • • ••• •. .• • • • •• • • • • • • • • • • • • • . Product;DesQripVonm • . • • • • • Manufacturer • ••••••. .... (With Current NOA) • Johns Manville • . • • • • : • lohns Manville • •• • • Glass fiber/Mineral fiber insulation .. • • Polyisocyanurate t'eazrr/ rookvcool� • composite insulatid'n • �. • • • ••• Wood fiber insulation board Polyisocyanurate rcePirl$ujati h, • • Rockwool insulation ' • • • ' •. • TABLE 3 •• • • Product Description Insulation fastener for steel, wood & concrete decks. Pre - assembled GAFTITi Fasteners and metal and plastic plates. Base sheet fastening assembly. Round galvalume stress plates. Round polypropylene stress plates. Insulation fastener for wood, steel and concrete decks Galvalume hex stress plate. Polypropylenc locking plate. Insulation fastener for wood and steel. Galvalume stress plate. Polypropylene mod plate Insulation fastener assembly with recessed plastic plate • • • Dimensions 27/8 "x 3 14 " 3" x 3' /, " 3" round 3" square 3.2" Masonite. • • • • • • . RMax, Inc. • Partek, Inc. ••• Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" and 3 W GAF Materials Corp. '1" and 3' /z" GAF Materials Corp. Construction Fasteners Inc Construction Fasteners Inc. Construction Fasteners Tnr.. ITW .Builder Corp. ITW I3tuldcx Corp. rrw Buildex Corp. Johns Manville NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10 /23/03 Page 7of32 APPROVED FASTENERS: Fastener Number Product Name 13. Olympic Fastener #12 & #14 14. Olympic Fastener ASAP 15. Olympic Polypropylene 16. Olympic G -2 17. Olympic Standard 18. Insul-Fixx Fastener 19. Insul -Fixx S Plate 20. Insul -Fixx P Plate 21. Tru -Fast 22. Tru -Fast Plates 23. Tru -Fast Plates EVIDENCE SUBMITTED: l'est Agency Factory Mutual Research Corp. Factory Mutual Research Corp. Trinity Engineering PRI Asphalt Technologies, Inc. IRTofS.Fl. IRT of S.11. TABLE • •• ':' •'• • •• •• ':' • • • • • • • • • • Product • • • •:.•: • • : • Manufacturer . • • ••• Descriptit • ••• • • on Dimensions (With Current NOk) Insulation fastener • • • •. • • • • .OrytQpic'Manufacturing • • •• • • • • • • •••• • • Pre- assembled•IpSvI'.tS1bn •;• •;• • fastener and plate Polypropylene pla: jc plate ?.2t roixd • ••••••• • • 3.5" round galvalunie : : •• 3.5: round • AZ.55 steel plate • • • • 3" round gaivalume AZSO 3" found steel plate Insulation fastener for steel and wood decks 3" round galvalurne AZ50 3" round steel plate 3" round polyethylene 3" round stress plate Insulation fastener for steel and wood decks 3" round gaivalume AZ55 3" round steel plate Polyethylene plastic plate 3" round Test Identifier Current Insulation Attachment Requirements FMRC 4470 - PA 114 Wind Uplift 1'A 114 GAF- 020 -02 -01 02-005 02 -01:4 Description FMRC 1996 3.I. IB9A8.AM J.I. 3D4Q2.AM 4483.04 97 -1 ASTM D 4977 TAS 114 TAS 114 • . Group, Inc. • ti jrnpic Manufacturing Group, Inc. Qlympic lkefanufacturing • • • Group, Inc. QJ1mpic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. SFS /Stadler SFS /Stadler SFS /Stadler The Tru -Fast Corp. The Tru -Fast Corp. The Tru-Fast Corp. Ditto 01.01.96 09.04.97 04.30.97 06.06.97 02.01.02 01.18.02 03.22.02 NOA No: 03- 050L.02 Expiration Date: 11/06/OS Approval Dote:10/23 /03 Page 8 of 32 Membrane Type: SITS /SBS Cold Applied • • • • • • • ... .. .. • • .. .. • • • • ' Deck Type 1: "Wood, • Non- insuiatcd • • • • • • • • • • • • • • • • • • • •. • Deck Description: 19 / 32 " or greater plywood or wood plank decks • .. • • System Type E (1): Base sheet mechanically fastVntd =b�obf d�tc:k•: All General and System Limitations shall apply. Base sheet: • • • • •. • • • • GAFGLAS #30 Ultimami Base Mel, STXT4a/,F, r:i.i)„EIl nator Perforated Nailable, RUBEROID Modified Ba nqbert, 2.j.7.E12.01D(N20, RUBEROID SBS Heat -We1dm Smooth or RUB.F.j2pJ111 SB3 &eat - fe4d o5•base sheet mechanically fastened to deck as described below; Fastening . GAFOLAS® Ply 40, GAFGLAS Flex 6, GAFGLAS #75 Base Sheet or any Options: of above Rase sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the bp staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —4S psf See General Limitc;tlon #7) GAFGLAS0 Ply 40, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with DriU-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 ro .. ine row is in the 2" side lap. The other rows are equally spaced appr..::.. _ ?" o.c. in the field of the sheet. (Maximum Design Pr f'i•e 57aj;'bee G ral Limitation #7) GAFGLAS Flex PIyTa G�,` GLAS #7511a.c„ heet or any of above Base sheet attached to deck with a .. _ . ' ank nails and tin caps at a fastene spacing of 9" o.c. at the 4" lap d and in two rows 9" o.c. in the field. to #7) GAFGLAS #75 Base ' eel or tee s a ae ie to ec wet 1 DriII -fee (GAIT[TU's) #12 or #14 Screws and 3" Plates, 12" o.e. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure - -60 psi,' ,See General Limitation #7) • Any of above Base sheets attached to deck approved annular ring shank mails and 3" inverted Drill -Tee (GAFCITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Muslinnnnn Design Pressure — 60 psi, See General Limitation #7) G AFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Lori l l -Tec ((1A1T1TE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Afaximunt Design Pressure —7S psi. See General Limitation #7) Ply tee: (Optional) One or more plies GAFGLAS PLY 40t, GAFGLAS Flex Ply 6, GAFGLAS #30, RUBEROID MOP Smooth or RUBEROID 20 street adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2U- 40 lbs. /sq. NOA No: 03 -050 7.02 Expir -ation Date: 11/0 i /03 A ppru va.l Date :10/2 1/03 Page 26 of 32 Membrane: One or more plies of RUBER011) MOP Smooth, Ruberoid® Mop 170 1.1t, Ruberoid® Mop Granule, Ruberoijlp Nop r1u tQberoid® 20, R,uberoid® 30 or Rnberoid® 30 FQ or gubdroidtiliop fit RUBEROID UltraCladh SBS in adhered in a fall mepprtrl; of approval Asphalt applied wi the EV'1' ran cg,�nd at a rate of 20- 401bs. /sq. in Surfacing: (Optional, required if RUBER011Y1tr10P Smooth br R RIII4r.ROM 20 is top membrane) Install one of the following: L Gravel or slag applied at 400 lb./sq. and 300 lb. /sq. respectively in a flood coat of approved asphalt at 60lb. /sq. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 Ib. /sq. ± 15 %. 3. GAF Weathercote® Mf1 +(Matrix 715 MB Coating), Applied at 1 to 1.5 gal. /sq. 4. Top Coat® Surface Seal S13(Matrix 602 SB Coating), Applied at 1 to 1.5 gal. /sq. Maximum Design Pressure: See Fastening above One or more plies of RUBEROIiD ►4�PSaioc,h, k JBEIiOIDQIVIop Granule, RUBEROID® Mop 170 FR, Rt5 ERC11D® rtus Gr3pfi1d Rubcroid® 20, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID UltraCladmi SBS in RUBEROID 1ifeci Biiumgp Ailigsivp at an application rate of 1 -2 gal./sq. • NOA No: 03.0501 .02 Expiration Date: 11 /[1(,111. Approval Date:10/23103 Page 27 of 32 WOOD DECK SYSTEM LIMITATIONS: 1 .A slip sheet is required with Ply 4 and Flex Ply 1 6 .C 11 c�$tuseddts�rmoeha�rtcally fastened base or • anchor sheet. • • • • • • • • • • • • ••• • • • '2: Minimum '4" Dens Deck or 'A Type X gypsurn bard is tleee11ta6I 'to 1;:t instilled directly over the wood deck.' • .• • • GENERAL LIMITATIONS: • • • • • • • • ' . ' •••• •••• • • . ... • •••• : 1. Fire classification is not part of this acceptarfce, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may he installed in multiple layers. Thefirs; 1$yes,har�iea /tachea in compliance with Product Conu Approval guidelines. All other laPars11111 :boal ercji in a ft:11 mopping of approved asphalt applied within the EVT range anal at • • rate of 219- l'es' /stl', or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mapped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidclap 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 121bs. /sq. :Note: Sot attached systems shall be limited to a maximum ttesign pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. lithe fastener value, as fr:1d- tested, are below 275 Jbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical atlacluucnt of anchor/base sheet or membrane attachment is based on a rninintuni fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing. prepared, sig, e:d and sealed by a Florida Registered Engineer, Architect. or Registered Roof Consultant may be submitted. Said revised fastener spacing shalt utilize the withdrawal resistan value takers front Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard R.4S 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with hoofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #`9 will not be applicable.) 8. All attachment and sizing of perimeter Hailers, metal profile, and /or flashing termination designs shill conform with Rooting Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall he 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 #J7 will not he applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 98-72 of the Florida Adniinistrat.ive. Code. .END OF Tws ACCEPTANCE NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Da 1e :10/23/03 Page 32 of 32 1'. ' • ROOFING SYSTEMS (TGFU) — Continued Base Sheet'(Optional): One or more layers Type GI, G2 or G3. • Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), ; 'Ruberoid Torch Plus" (granule), "Ruberoid Mop' (granule) or "Ruberoid 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 layer: perlite, glass fiber, isocyanurate, urethane,: perlite /isucyanurat.e conrpofte, perlite /urethane composite, phenolic, 1 -1/2 in. min thickness (offset front plywood joints 6 in.). Base Sheet: One or more layers of type G2 ur 13. Ply Sheet (Optional): One or more layers of Type G1. Membrane: Oue or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (gr enulr1), "Ruberoid Mop' (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq. 5. Deck: NC Inctine: 1/2 Base Sheet (Optional): One or more layers of Type G1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule). Surfacing (Optional): Karnak "No. 97" or "169' at 1.3 gal /sq or Grundy Ind. "20 F Emulsion" at 3 gat /sq. 6. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. rnin, isocyanurate, urethane, perlite / isocyanrrate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type 61, 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: Gravel. 7. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more tayers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate compusite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic. Base Sheet: Two or more layers of Type G2 or G3. Pty Sheet (Optional): One or more tayers of Type G1. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule "Ruberoid Torch Plus" (granule), "Ruberoid Mcp" (smooth or granule) o "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq or gravel. Deck: NC Incline: 1/2 Insulation: One or mere 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 G1, 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 M13 Aluminum Roof Cnating" at 1 -2 gal /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 1;75 Base Sheet ", hot mopped or mechanically fastened in place. Ply One or more layms of Type G1 "GAFGLAS Pty 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. 10. Deck: C -15/32 fnrtine: 'l /' Insulation (Optional): One or more layers perlite, glass tiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ a s urethane composite, phenolic, 1 -1/2 in. min. :.'. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", A. hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type G1 "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, petlit:e or glass fiber, any thickness, hot mopped or rnechanirally fastened in place. Joints offset 6 in. . Base Sheet: One or mote 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 to 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. ROOF COVERING MATERIALS (TENT) LOOK FOR ROOF COVERING MATERIALS (TEVi) 135 • • ••• • TTtr :•• : i : :RBaGI S TENS (TGFU)-- Continued • • • ••• • • • 12. peQ •1'1/31 i • i Incline: 1/2 Insu ation (Optional):�Isocyanurete, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more 'ewers of Type G2 "GAFGLAS #75 Base Sheet ", • • •• hot ;apperj.ar ntectea`rjcafly fastened in place. • • ••• Ply Sheet: Ore of nice :ay of Type G1 "GAFGLAS Ply 4" or "Pty 6 ", but • • • mopped in place. • • • • Merribfa re! Strbercid'Torcfr FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1-1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. •19. (leek: NE •• ••• •• Incline: 1/2 •• f jC5nfat:pnf (Qptiperal) ?esocyenurate, wood fiber board, perlite, gyres • • fife eS aey thicket ss, hot :u,�pped or mechanically fastened in plu"e. •• •J%ln •orfsrlt6ii.•• •• Base Sheet: One er more layers of Type 62 "GAFGLAS 075 Base Sheet", hot mopped in place. Ply Sheet (Optional): One or more layers of Type 61 "GAFGI AS Ply 4" or "Ply 6" but mopped in place. Membrane: "Ruberoid Tuich FR" (granule). Surfacing (Optional): "GAF libeled Aluminum Coating" at 1-1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 14. Deck: NC Incline: 1/2 Insulation (Optional): Jsocyanurete, wood tiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Bas. eet: One or more layers of "GAFGLAS 1175 Base Sheet ", hot pped in place. Ply Sheet (Optional): One or more layers of "GAF GI.AS Ply 4" or "Ply 6" mopped in place. rane: "Rubernid Torch FR" (granule). 'ng (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq nr ered Aluminum Coating at 1 -1/2 gal /sq. 15/32 Incline: 1/2 • lion (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/ emirate composite or phenolic. se Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type 61, hot mopped in place. • Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). • Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet: One or more layers of Type G -2 or 6 -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Rubernid Torch" or "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch FR" or "Ruberoid Mop FR" • (granule) 17. Deck: NC Incline: 1 Insulation (Optional): Fertile, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base street, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers•Type GI, hot plopped in place. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 18. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet (Optional): One or more layers of Tyre 6-2 or 6 -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" (smooth), "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch FR ", "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 19. Deck: NC Incline: 1/2 Insulation (Optional): Ono or rwlre layers of perlite, glass fiber, isocyanurate, urethane, perlite /isnt,'anurate composite or phenolic, any thickness. Rase Sheet: One or more plics 61 or 12, hot mopped or adhered with Karnak Chemi at Co. "No. 81" or iiibson -Homan 'No. 6160" cold applied adhesive at 1 -1 ,12 gat /sq. Membrane: Dud layer of "Ruheroirl Mop FR" or "Ruberoid Mop 170 FR" (granule), hot mopped ur adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. 20. Deck: C -15/32 incline: ]/4 Insulation: Polyisocyanurate, any thickness. / Base Sheet: "GAFGLAS 1175" (Type 62), mechanically attached. 1 MARK ON PRODUCT Date PERMIT APPLICATION FOR MIAMI SHORES VILLAGE g--/‘-0/ Job Address a31 Ni E 10), 51( Tax Folio • Legal Description Historically Designated: Yes No Owner/Lessee / Tenant JQYve_, Master Permit # +170o Owner's Address 931 C. 10 5"( Phone 3:6-5 g g` N b g 3 Contracting Co. ( Q v`OPPfS �t n� �f Address c)11 n O pA LockG It ci Qualifier r\ .Q C O i Ss# -$ 707 -06 §e State # Municipal # Competency # Ins. Co. U v\ t —RJ kb R 1 I Architect/Engineer Address Bonding Company Address / Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL OOFIN PAVING FENCE SIGN WORK DESCRIPTION (4 : k c a ?3-1-'3 a/ c.S Or\ t (ea(22r-\ a hau by illetA) r Ctet° G -7 (roof attem braise s p0 Square Ft. g Estimated Cost (value Notary to My Commissio FEES: PERMIT wner and/or 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 be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named tr: ;� • • e work stated. 1 )111- ignature of owner and/or Condo President RADON Date o President ANIL A R. MONTERREY MY COMMISSION # CC 940824 EXPIRES: May 30, 2004 of f'P bonded 71uu Budget Notary Services APPROVED: Zoning Building Mechanical Plumbing Date Signature of Contractor or Owner - Builder Notary as to Contractor - Builder My Commission Expires:` — ANILA R. MONTERREY "Z' COMMISSION # CC 940824 EXPIRES: May 30, 2004 ri,r „oP� Bonder; 'hru Budget Notary SeMces C.C.F. ' 4• 0 - NOTARY 0 BOND TOTAL DUE Date g- 1 Date Electrical Engineering ROOF CATEGORY Contractor's Name: ROBEliTS ROOFING & SUPPLY Job Address: 33 0 ❑ (Low Slope Application) . ' ❑ (Nail -On Tile) ❑ (Mortar:Adhesive Set .:RI ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofslwood Shingles & Shakes) . ❑ (Other) • ROOF TYP4 • ❑ New Roof ❑ Re- roofing ❑ Recovering XRepalr ❑ Maintenance Flat Roof Area (ft') Sloped Roof Area (R') _____ Total (ft') Master Permit No. Exposure category (per ASCEI7 -88): C Building Classification category (per ASCE 748 table 1): I Ft. A Ft. A v v .— GAFGLAS #75 Base sheet (t /c) 'rRUBEROID MOP FR (h/ ) Deck type: 1" X 6" T &G MOD ATTACHMENT Fastener Type: 1 +" RING SHANK NAILS ;PACINQ Field: 12" Perimeter: 6" . .Corner. ' 12 RED ROSIN PAPER DETAIL 1 & 2 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) 9" STRIPPING 26 GA. GALV EAVE DRIP2 x 2i" ROOF PLAN r r r .1 123.01.78 aqa Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Page -1 • • alp 5104 APPENDIX "F" APPENDIX "F"REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F", k is the responsibility of the roofing contractor to provide the owner v. ith the required roofing permit. to provide the owner with this appendix and to explain to the owner the content of this form. The pro%isions of Chapter 34 of the South Florida Building Code (SFBC) govern the minimum requirements and standards of thc industry for roofing systcm 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. Aestbetics- Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that thc roofing system meets thc 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 of the agreement between the owner and the contractor. 2. Retain Wood Decks: When replacing roofing, the existing wood roof deck may have to be renaikd in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually c�r ealed prior to removing the existing roof system) 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. lJ° 4. Exposed ceilings: Exposed. open beam ceilings are where thc underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The SFBC provides the opt' n of maintaining this appearance. S. Ponding Water: The current roof system and/or deck of the building ma y not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow Scuppers (will outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scu pens in accordance with Chapter 23 of the SFBC. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior 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 servlte life of the roof. - vtiv p Owner's/Agent's Signature Date Contractor's Signature Signature PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY (OWNER TO RETAIN COPY) 5 a 3 , /(/ z 0 S �'kee , a ",' : )�' l•3 4 9 3� / Job Address i / Z /�' Tax Folio /l , Legal Description `OT /S /t ./a /l/e,36 5 -e //�/1,,/)Master Permit # Lessee / Tenant cLGt /L/_ A/ /Soh a.x d L." - Tau /4//7 - fo ci Date Owner's Address Contracting Co. c/ !.I he v - / 7Lc 72", l- Address Qualifier SS# - - Phone State# Competency // Ins.Co. Architect /Engineer Address Bonding Company Address Address Mortgagor .. 3 2 / V , / 0 2 . , Srfe et* /c1 G 2' A Phone us e /77 Permit Type (circle one)(BUILDING ELECTRICAL PLUMBING MECHANICAL PAVING FENCE SIGN WORK DESCRIPTION Azi Pv el C7 a Square Ft. Estimated Cost C.,< WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work.will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING, and MECHANICAL work. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of Owner and /or Condo President Date: Notary as to Owner and /or Condo President Not My Commission Expires: My * . * * * * * * * PERMIT FEE: APPROVED: Zoning Building 4 04, ./4. wee,„ Signature ®of Contractor or Owncr Bui.l,dar Date: / i. ♦. iii _ i �L�aI'i . i -0 a. to Contractor or Ow er- Budder (omission Expires: 4Pe / * * * * * Fire Other f.e)A Electrical Mechanical Plumbing Engineering * Date 2// to / 9 (p Job Address 237 /Ual-4 Ceisf /C12 . Tax Folio Legal Description Ad, /5. /4, -/1 talk .R(p GAS ups Historically Designated: Yes No Owner/Lessee / Tenant J Gene 1-4 l l t so" Owner's Address Z3 l /U nn na-fk /02 p4 Contracting Co. •ears/ •e. V� t (l �,p S 4 SSA C_A Ok5 Qualier (e. YC e G'. P-t 1(4 r State# CCG OS /5 Municipal# Architect/Engineer 414 nJ /p- Bonding Company Mortgagor Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WO' 0 ESC ' (( a ' j ON /K roc) a(( ."5 ?HI r✓4 -- ( 1reS cJ rr, 5(0 670 : rtvir rx1s; II 1t'�k t � 'l Inn : 3 Cow.no 2 (11/1 t "Stalk 1n Pc J A/� tS {Fi��: I V $ 0 -Ku IR St {ts Square Ft. 000 11 Estimated Cost (value) /$ 7 go — U WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contracto do the work stated. Signature of owner and/or Condo President My Commission Expires: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE FEES: PERMIT O RADON Date 744/94 Notary as toLSwner and/or Condo President Date zbAlcit, Competency # N Address N /i4 to /i4 Address Address Notary as My Co C.C.F. 4 NOTARY APPROVED: Zoning Building Mechanical Plumbing 1 1 .320(0 0'3 49 Master Permit # - 3 V- 3 Phone 7S(- / ( 8 1 Address 520 R :Q. / M I a SS# */ Phone 94 —4'2'9 q Ins. Co. ..-#sd d' Signature of C actor or Owner- Builder A. MEJIA C Exp. 10/15/99 d I &vice Ins No. CC501950 Electrical SO f I Ncnonaly Known (I Other I. D TOTAL DUE 7/R. /94, Date 2 ' /6 76 Date Engineering Sworn to and subscribed bet() I S )F FL'`R'12•','COUNTY OF DAT) he •1 ri a •; C OIPY That his Is a true ee y o day() 0 1 J i P In 0.1, .fileo on A. D. 19 µ•1 4. s .. t, ••• O1 -1 S e' 1 . HARR Alb VIN CL • ` f • ire:•if / .ice Y psi ' Notary Public Print Notary's Name My Commission Expires: 2 8 County Courts D.C. NOTICE OF COMMENCEMENT 96RO75278 1996 FEB 22 12:57 PERMIT NO. TAX FOLIO NO. /1 320l b/'3 4 STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. N' l 1. Legal description of property and street address: x /U E /(17 S Mlaun .ctlrNS - ( 7 F1 k 1-1 t Grm't Sko ( AN ' / 2. Description of improvement: Ike rte I tlllscm Z37 A.16 /OZ 5 ra , �i k v i S r —' � a 3.Owner(s) name and address: �uanp. Interest in properly: , 0u1 �P. Name and address of fee simple titleholder: A (44- g . 4; (1,te5 /0 �c v. t4'ln r ((t /pS t' on S 4. Contractor's name and address: n cvY D S2 n (N&w11 P i ) - d5 v,o.4 ' t a i ni i - 33/ 6 9 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: lO isa AtiAnt of bond $ Al 114 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: S. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: c 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) ,.....„_;; Signature of Owner T Print Owners Name `F� lJk me this t day of _ J__.. 19 9 . $31, ,., MY COMMISSION / CC 373809 41! EXPIRES: June 26 1998 f Ra Bonded Thru Notary Public Umbra= G. R. PHILLIPS Address: - 1 • e ; 1_ I. ' Ito �L �rr x 331108 12991.62 2193 METRO•DADE Altusa Tile Alfareria del Turbio, S.A. Barquisimeto, Venezuela PRODUCT CONTROL NOTICE OF ACCEPTANCE Your application for Product Approval of Altusa Tile Nail -On. Mortar or Adhesive Sit Clay "Altusa S" Roofing Tiles under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by Redland Technologies, The Center for Applied Engineering, Inc., and Testwell Craig Laboratories & Consultants, Inc. has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific and standard conditions set forth herein. The approval shall be valid for a period of three years. The Building Code .Compliance Department reserves the right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the Manufacturer. PRODUCT NO. : ACCEPTANCE NO.: 94- 0914.01 EXPIRES: This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. APPROVED: FEB 1 4 1997 - PLEASE NOTE - THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE 4 FEB ? ? 1095 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 Raul Rodriguez Product Control Division Supervisor Charles Danger, P.E., Director Building Code Compliance Department Metropolitan Dade County Applicant: . Altusa Tile Alfareria del Turbio, S.A. Barquisimeto, Venezuela PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL CategQyr : Prepared Roofing Sub - Category: Tile Type: Nail - on/Mortar Set/Adhesive Set Sub -Type: Clay Approval Date: Expiration Date: System Description, Alfareria del Turbio, S.A. (Altusa), located in Barquisimeto, Venezuela, manufacturers clay roof tile for nail -on, mortar set or adhesive set applications. All tile i's: manufactured from natural Venezuelan clays. This Product Control Approval relates to Altusa's• "Altusa S" . tile profile. Refer to appropriate Product Control Approvals for other tile profiles. The "Altusa S" tile profile is available in a variety of natural clay colors and has matching trim pieces used for rake hip, ridge hip, and valley terminations. These accessories are manufactured for all profiles and form a part of this Product Control Approval. Optional rubber or clay eave closures are also available. Altusa roof tiles have been tested in compliance with the South Florida Building Code requirements for clay, nail -on, mortar set or adhesive set tile applications. The minimum roof slope for the "Altusa S" nail -on tiles shall be 2 ":12 ". See the "Profile Drawing" section in this approval for the "Altusa S" profile drawing. The "Altusa S" profile has been tested for both wind characteristics and static uplift performance, therefore, any consideration for installation shall be done as a 'Moment Based System'. Data for attachment calculations is noted in Tables 1 through 4 of this Approval. Almar (USA), Inc., located in Miami, Florida, is the sole approved importer under contract for selling and distributing Altusa products in the South Florida jurisdiction. Contact: Carlos J. Fernandez General Manager Altusa Tile, Almar (USA), Inc. 6645 Northwest 77th Avenue Miami, FL 33166 (305)471 -5830 Raul Rodriguez Product Control No.: 94- 0914.01 FEB 2 2 19y5 FEB 1 4 199T - • . Trim Pieces TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT 1= varies w = varies varying thickness ASTM C 1167 Raul Rodriuuez Product Control No • 94- 0914.01 Test Product Prt duct Dimensions Specifications Description Altusa'S' Clay Roof 1= 18'h" ASTM C 1167 High profile, interlocking, one - piece, Tile w = 10" 'S' shaped, clay roof tile equipped with '/:" thick two nail holes and a single roll. For .. -. direct.deck.nail -on applications. only. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Product #30 Felt #43 Coated Base Sheet Mineral Surface Cap Sheet Rainproof II Ice and Water Shield Mopping Asphalt Flashing Cement TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS Dimensions N/A N/A N/A Lenzingtex -ZB 140 59" x 164' roll Underlayment 22 Ibs /roll 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll N/A N/A Test Specifications ASTM D 226 type II ASTM D 2626 ASTM D 249 PA 104 PA 104 PA 103 ASTM D 312 type III or IV ASTM D 4586 3 Product Control No.: 94- 0914.01 Product Descriptiort Saturated organic felt to be used as a nailed anchor sheet. Saturated and coated organic base sheet for single or double ply underlayment. Mineral surfaced asphalt roll roofing for use as a top ply in a double ply underlayment system. Single ply, nail -on underlayment. Single ply, nail -on underlayment with 2" self - adhering top edge. Self - adhering underlayment for use as a top ply in a two ply underlayment system with approved #30 or #43 as the base layer. Asphalt for bonding a mineral surface cap to a mech. attached base sheet in a double ply underlayment system. Cut back, asphalt based, asbestos free, fiber reinforced, trowel grade cement for repair and flashing applications. r Raul Rodriguez Manufacturer generic generic generic Lenzing Performance, Inc. PCA #94- 0527.05 Protect -O -Wrap, Inc. PCA #94- 0714.01 W.R. Grace Co. PCA 492 -1 1 16.01 generic generic Product Asphalt Primer Roofing Nails Tin Caps Wood Battens Tile Nails Tile Screws Roof Tile Mortar ( "TileTiteT"t ") Roof Tile Adhesive ( "Polypro® AH 160 ") Dimensions N/A min. 12 ga. with 3 / 3 " head min. 32 ga. min. l' / o.d. max. 2" o.d. vertical min. l" x 4" horizonta min. 1" x 4" for use with vertical battens or min. 1" x 2" for use alone min. 3d x 21/2" or inin. i0d x 3" min. #8 x 21/2" or min. #10 x 2" N/A N/A Test Specification ASTM D 41 PA 114 Apperidik E PA 114 Appendix E Wood Preservers Institute LP - 2 PA 114 Appendix E PA 114 Appendix E PA 123 See PCA 4 Raul Rodriguez Product Control No.: 94- 0914.01 Product Description Cut back, asphalt based coating used to facilitate bonding of dissimilar materials. Annular ring shank, hof dipped; elecfro or mechanically galv. roofing nails for use in underlayment attachment. Corrosion resistant circular disc for use in underlayment attachment Salt pressure treated or decay resistant lumber battens Corrosion resistant, screw, smooth or annular ring shank nails. Corrosion resistant, coated, coarse thread wood screws. Prepared rhortar mix designed for mortar• set roof tile applications. Two component polyurethane adhesive designed for adhesive set roof tile applications. • , /1 1 • �• • Manufacturer generic generic generic generic generic generic Bermuda Roof Company, Inc. PCA #94- 0614.01 Polyfoam Products, Inc. PCA #94- 0401.01 Product Hurricane Clip & Fasteners Valley Flashing Drip Edge Dimensions Clips min. Y2" width min: 0.060" thick Clip Fasteners min. 8d x 1'h" min. 26 ga. min. 16" width min. 26 ga. min. 2" face flange min. 2" deck flange Test Specification PA 114 Appendix E ASTM A 525 PA111 Raul Rodriguez Product Control No.: 94- 0914.01 Product Description Manufacturer Corrosion resistant generic bronze, aluminum, stainless steel, galvanized steel or plastic attachment clips for supplemental tile attachment. Clips are installed— with - - -- - corrosion resistant roofing nails compatible with the clip. A hurricane clip is required on all eave tiles. • Galvanized steel valley flashing Galvanized steel drip edge • generic generic .• Test Agency Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Testwell Craig Laboratories & Consultants. Inc. TEST REPORTS Test Identifier 7161 -03 Appendix III 7161 -03 Appendix III 25- 7200 -1 94 -084 94 -083 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0647 -01 PO402 Project No. 307025 Test #MDC -78 Lab #AAP -2 Tech: A. Porcello Test Name/Report Date Static Uplift Testing Dec. 1991 PA 102 Static Uplift Testing Dec. 1991 PA 102(A) Static Uplift Testing PA 102 (Quik -Drive Screws, Battens) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA101 " (Adhesive Set) Product Control No • 94- 0914.01 Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Withdrawal Resistance Testing of screw vs. sr:-.c: shank nails • Raul Rodriguez Wind Tunnel Testing PA 108 (Mortar Sct) Wind Driven Rain PA 100 Physical Propertie' ASTM C 1167 Feb. 1995 May 1994 April 1994 Dec. 1991 Aug. 1994 Aug. 1994 Sept. 1993 Oct. 1994 Oct. 1994 Deck Type: Wood, Non - insulated F � Deck Description: New Construction 19 / 12 " or greater plywood or wood plank. SYSTEM A: Counter -Batten Application Slope Range: Underlayment: Vertical Battens: SYSTEMS 2 ":12" to 7 ":12" Note: Counter - Battens, as noted below, are required for slope range 2 ":12" to less than 4 ":12" and are optional for slopes of 4 ":12" to 7 ":12 ". For slopes exceeding 7 ":12 ", refer to System C. Install choice of approved underlayment system, noted on Page 1 or 2 of Dade County Protocol PA 118, in compliance with Section 3.02 of PA 118. Install vertical battens of pressure treated or decay resistant lumber having minimum dimensions of nominal,1" x 2 ". • Vertical Battens shall be set in a continuous bed of flashing cement 1 / 8 " thick and secured not greater than 24" o.c. into the sheathing with approved, corrosion resistant fasteners. Vertical battens shall be positioned over the top chord of the roof trusses. (See PA 118.) Horizontal Battens: Install horizontal battens of pressure treated or decay resistant lumber having minimum dimensions of nominal 1" x 4 ". Horizontal battens shall be installed over vertical battens at a spacing to provide a tile overlap not less than 3" and secured through the vertical batten and sheathing with approved, corrosion resistant fasteners. (See PA 118.) Ruofing Tile: Install tile in compliance with PA 118 using one of the approved methods of attachment for batten applications noted in Table 3, attached. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA 127. Comments: l . For re -roof applications, Is / ) ," plywood is an acceptable substrate. 2. Clips are required on all eave tile. Raul Rodriguez Product Control No.: 94- 0914.01 ►•. SYSTEMS (CONTINUED) Deck Type:. Wood, Non - insulated Deck Description: New construction "/ or greater plywood or wood plank. SYSTEM B: ..Direct Deck Application Underlayment: Roofing Tile: Product Control No.: 94- 0914.01 • Slope Range: 4 ":12" to 7 ":12" Note: System B is only acceptable in this slope range. For slopes less than 4 ":12 ", refer to System A. For slopes in excess of 7 ":12 ", refer to System C. Install choice of approved underlayment system, noted on Page 1 or 2 of Dade County Protocol PA 118, in compliance with Section 3.02 of PA 118. Install tile in compliance with PA 118' using one of the approved methods of attachment for direct deck applications noted in Table 3, attached. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA 127. Comments: 1. For re -roof applications, 15 /,," plywood is an acceptable substrate. 2. Clips are required on all eave tile. Raul Rodriguez SYSTEMS (CONTINUED) Deck Type:. Wood, Non- insulated Deck Description: New construction 19 7 12 " or greater plywood or wood plank. SYSTEM C: HorizontalBatten.Application Product Control No.: 94- 0914.01 Slope Range: 4 ":12" or greater Note: Horizontal battens, as noted below, are required for slopes in excess of 7 ":12" and are optional for slopes of 4 ":12" to 7 ":12 ". For slopes less than 4 ":12 ", refer to System A. • Underlayment: Install choice of approved underlayment system, noted on Page 1 or 2 of Dade County Protocol PA 119, in compliance with Section 3.02 of PA 119. Horizontal Battens: Install horizontal battens of pressure treated or decay resistant lumber having minimum dimensions of nominal 1" x 2" x 4 feet long allowing for a minimum 1/2" gap between each 4 foot length. Horizontal battens shall be installed over the underlayment system spaced to provide a tile overlap not less than 3" and secured through the sheathing not greater than 24" o.c. with approved, corrosion resistant fasteners. (See PA 119.) Roofing Tile: Install tile in compliance with PA 119 using one of the approved methods of attachment for batten applications noted in Table 3, attached. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA 127. Comments: I . For re -roof applications, 15 /,," plywood is an acceptable substrate. 2. Clips are required for all eave tile. Raul Rodriguez Deck Type: Deck Description: SYSTEM D: Slope Range: Underlayment: Roofing Tile: Comments: SYSTEMS (CONTINUED) Wood, Non - insulated New construction 19 / 32 " or greater plywood or wood plank. Mortar or Adhesive Set Application 2 ":12" to 7 ":12" Note: System D is only acceptable in this slope range. Install choice of approved underlayment system, noted on Page 1 of Dade County Protocol PA 120, in compliance with Section 3.02 of PA 120. See System Limitation #7. Install tile in compliance with PA 120 using one of the approved mortars or adhesives noted in this approval. Mortar or adhesive shall be applied in compliance with the mortar or adhesive manufacturer's Roofing Component Product Control Approval. The mortar or adhesive attachment shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA 127. The mortar and adhesive attachment data is noted in Table 4, attached. 1. For re -roof applications, ' /,," plywood is an acceptable substrate. 2. For mortar set applications, the first three courses of tile shall be nailed with not less than one nail per tile. As an alternate, the first three courses of tile shall be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not less than ) / 3 " which is mechanically attached to the deck with not less than one roofing nail every 1 ft'. For roof pitches from 6 ":12" to 7 ":12 ", every third tile of every fifth course, beginning at the eighth course, shall be nailed with not less than one nail per tile. Raul Rodriguez Product Control No.: 94- 0914.01 1 • SYSTEM LIMITATIONS Raul Rodriguez Product Control No.: 94 0914.01 1. The standard minimum roof pitch for "Altusa S ", nail - on, mortar or adhesive set tile applications is 2" rise in 12" run (2 ":12 "). The maximum roof pitch for mortar or adhesive set tile applications is 7" rise in 12" run (7 ":12 "). 2. All nail -on tile applications having a roof pitch less than 4 ":12" shall be installed over both vertical and horizontal battens ( "Counter- Battens "), as noted in System A. All nail -on tile applications having a roof pitch in excess of 7 ":12" shall be installed over horizontal battens as noted in System C. 3. For nail -on applications, brass or stainless steel screws for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. 4. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. Nail -on tile shall be attached using one of the methods of attachment noted in Table 3 of this Approval. Mortar or adhesive set tile shall be attached using an approved mortar or adhesive noted in this Approval, the data of which is noted in Table 4 of this Approval. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Dade County Protocol PA 115 or PA 127. 5. For nail -on tile applications, an eave clip is required on all eave tile. For mortar set applications, the first three courses of tile shall be nailed with not less than one nail per tile. As an alternate, the first three courses of tile shall be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not less than' / which is mechanically attached to the deck with not less than one roofing nail every 1 ft'. For roof pitches from 6 ":12" to 7 ":12 ", every third tile of every fifth course, beginning at the eighth course, shall be nailed with not less than one nail per tile. 6. For mortar or adhesive set tile applications, a field static uplift test by a Dade County accredited testing agency. in compliance with Dade County Protocol PA 106, shall be required not less than 30 clans after application to confirm tile adhesion. The results of this testing shall be reported to the Building Official and the installer stating that the application has passed or failed PA 106 testing. If the application fails PA 106 testing, the report shall state which portion of the test was failed; Category 1 (examination for loose tile) or Category 2 (uplift testing of tile). Subsequent to testing, the installer may repair not more than 5% of field area tiles and 10% of perimeter area (i.e. ridge /rake) tile with approved tile adhesive. The installer shall place an identifiable marking on each repaired tile for future reference. Any PA 106 re -test shall not include any marked tile. 7. For mortar or adhesive set tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch prior to June 1, 1995 unless stated otherwise by the material manufacturer. Thereafter, 30/90 underlayment systems shall be installed parallel to the roof pitch in compliance with Appendix 'A' of Dade County Protocol PA 120. SYSTEM LIMITATIONS (CONTINUED) 8. All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 9. The Altusa "Altusa S" tile profile has been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with Dade County Protocol PA 115 or PA 127 shall be done as a 'Moment Based System' 10. Applications for roofing permits shall include a completed Section II of the Uniform Building Permit, a copy of Altusa Tile's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofing Component used in the proposed tile application. Reference shall be made. to appropriate data forthe required fire rating. 1 i. The 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 related protocols. 12. Any amendments to these provisions shall be in compliance with. Sections 203 and 204 of the South Florida Building Code. 12 Raul Rodrisuez Product Control No.: 94 -0914M 1 Table 3: Attachment Resistance Expressed as a Moment - M (ft-Ibf) from PA 102 and PA 102(A) Testing Tile Profile TILE APPLICATION APPROVED NAILS APPROVED SCREWS APPROVED FIELD CLIP WITH: APPROVED EAVES CLIP WITH: 1 nail 2 nails 1 screw 2 screws 1 nail 2 nails 1 nail 2 nails Altusa 'S' Tile Battens N/A N/A N/A 26.80' N/A N/A N/A N/A Direct Deck 6.20 8.40 28.70 31.80 21.20 25.30 26.90 34.90 Table 2: Restoring Moments due to Gravity - M (ft -Ibf) from PA 102 Testing Tile Profile 3 ":12" or less 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens . Direct Deck Battens Direct Deck Altusa 'S' Tile 4.47 5.35 4.40 5.27 4.31 5.16 4.20 5.03 4.08 N/A Table 4: Attachment Resistance Expressed as a Momdnt - M, (ft -lbf) from PA 101 Testing • Tile Profile Tile Application . Attachment Resistance Altusa 'S' Tile Mortar Set 24.50 Adhesive Set 66.50 DATA FOR ATTACHMENT • CALCULATIONS Product Control No.: 94- 0914.01 Screws for ile installation over battens shall be #8 x 2' /i' long, corrosion resistant, Quik -Drive screws ins talle in two manufactured holes located 1 and 1 from the head of the tile. 13 Raul Rodriguez Table 1: Aerodynamic Multiplier - A. (ft') from PA 108 Testing Tile Profile. X. (ft') Batten Application.._...... ....__.Direct.Deck X (ft') Application Altusa 'S' Tile 0.29 0.31 DATA FOR ATTACHMENT • CALCULATIONS Product Control No.: 94- 0914.01 Screws for ile installation over battens shall be #8 x 2' /i' long, corrosion resistant, Quik -Drive screws ins talle in two manufactured holes located 1 and 1 from the head of the tile. 13 Raul Rodriguez A1,11 ISA Clay f1uot Tiles 1" Z -r DOVE TAIL LOCKS PROFILE DRAWING ALTUSA 'S' TILE : Raul Rodriguez Product Control No.: 94- 0914.01 • h1ETFIODAD ••■ . %D •►_ •► N•TI E •F Extensions of Acceptance may be considered after a new application has been filed and the supporting I. years, have been re- evaluated. data, test reports no older than ten (10) y ears istered in the State of All reports of re- testing shall bear the seal, signature and date of an eng ineer re g Florida. , process shall automatically 2. Any revision or change in the InaterialP, use, val is granted product or or change be cause for termination, unless prior a p grounds ;. Any unsatisfactory performance of this product or process or a change in Code provisions shall. be g for re- evaluation. a oses. - this acceptance shall not be used as an endorsement of any product for sales or advertising p rp 4. Florida, and followed by the Acceptance number preceded by the words Dade County, The Notice of Accep any onion of the Notice of Acceptance is �' be displayed in advertising literature. If an p expiration date may displayed, then it shall be done in its.entirety. provided to the applicant by 6. permit applications, shall be p prints need the m at u p aur drawings, h where required for p PP the manufacturer or his distributors unless otherwise noted in the Notice of Acceptance. The p not be re- sealed by an engineer. Failur e.tu comply ■ith the Standard Conditions shall be caus? for termination of the Approval. This approval supersedes all previous approvals. Last Approval Number 94- 0106.13 METROPOLITAN CO UNTY, FLORIDA MET O DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPA RE E METRO 0 W BUILDING WEST FLAGLER ER STREET MIAMI, FLORID 5)3375.2901 FAX (305) 375 -2908 Raul Rodriguez Product Control Division Supervisor Job Address: 237 /( /62. APPENDIX 'E' METRO -DADE UNIFORM BUILDING PERMIT SECTION II MORTAR OR ADHESIVE SET TILE SYSTEMS 1. General 2. Documentation • ❑ Ncw Construction Er Rc -Roof Contractor: The information provided in this Section is required to confirm Product Control Approval of the proposed tile system assembly; confirm compliance with the wind load requirements of Chapter 23 of the South Florida Building Code (SFBC); and confirm compliance with Scctions 3403.5 and 3404 of the South Florida Building Codc. The following documents are required for submission with the Uniform Building Permit application: ▪ Two (2) copies of the proposed tile systcm assembly's and associated roofing component's Product Control Approval(s). One (1) copy of the tile system assembly and/or roofing component(s) manufacturer's published application instructions and literature. • All documents attached herein, filled out and completed in full. 3. Project Information Check one of the following: Note: Mortar or adhesive set tile systems arc not acceptable as recover applications. Mortar or Adhesive Sct Tile Systems Page - 1 % Geo75.v.a e/ �ieS vY Process No. Is the deck solid sheathed? (circle 'yes' or 'no') no Deck Type (check one of the following): ❑ Nominal '''A" Plywood (for re -roof only) ❑ Nominal s /8' Plywood ❑ Wood Plank " / 0" Other (fill in) _I x b Roof Pitch (fill ini: - " : 12" �lr Note: Mortar or adhesive set tile systems shall not be installed at a pitch greater than 71/4":12". Mortar or adhesive set tile applied at a pitch greater than 5 ":12" and less than or equal to 7 " :12" shall have the first three courses of tile nailed with not less than one nail per tile. As an alternate, the first three courses of tile may be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not less than '/ which is mechanically attached to the sheathing with not less than one nail per 2 ft'. Circle 'yes' or 'no' for each of the following: Have you attached two copies of the tile system manufacturer's Product Control Approval for the proposcd tilt systcm? yes _ no Have you attached a copy of the tile system assembly and/or roofing component(s) manufacturer's published, application instructions and other literature Cycs no Is the proposcd undcrlayment approved for use with this tilt system assembly? cs no Job Address: Contractor: Process No. Protect Information (continued): If the proposed undcrlaymcnt is self- adhered, have you complied with the venting requirements of Section 2913.3 (b), (c) and (d) of the South Florida Building Codc? no N/A Are all related accessories approved for use with this tile system assembly? Lem no Arc the proposed edge metal attachment fasteners in compliance with the requirements of the South Florida Building Codc (minimum 12 ga. annular ring shank, corrossion rcisistant nails)? Svcs no 4. The Tile System Assembly: The following information is required to confirm compliance with Subsections 3403.5(a) and (c) and Section 3404 of the South Florida Building Codc. Tile: Tile Name: Manufacturer: Tile M rial: Clay ❑ Concrete ❑ Other: it11.0 .{1 11JsA )LJ Product Control Approval Number: Mortar or Adhesive: Check one of the following which apply to the proposed tile securcmcnt for use with the proposed tilt system assembly: Mortar or Adhesive Set Tile Systems Page - 2 LJ Mortar: ❑ Adhesive: Manufacturer: Mixing Ratio: Type: Manufacturer: Tile Fasteners (for first three courses if roof pitch exceeds 5 ":12" and is less than or equal to 7 ":12 "): Check one of the following which apply to the proposed tile fasteners (for the first three courses) for use with the proposed tile system assembly: Cd Minimum 12 ga. galvanized roofing nail: Length: ❑ Other: Type: Length: ❑ N/A Note: All tiles shall be installed in compliance with the provisions set forth in the tile system assembly manufacturer's Product Control Approval and the minimum requirements set forth in Subsections 3403.5(c) and 3404.2 of the South Florida Building Codc. Tile fastcncrs in the first three courses (if applicible) shall be of sufficient length to penetrate the sheathing a minimum of 1" or through the sheathing thickness a minimum of '' whichever is less. Undcrlavincnt: The following information is required to confirm compliance with Scction 3403.5(b) of the South Florida Building Codc. t 1 Job Address: Contractor: Undcrlavmcnt (continued): Check all of thc following which apply to the proposed underlayment for use with the proposed tilt system assembly: • liKASTM #30 asphalt saturated felt with: Manufacturer: ❑ ASTM #15 asphalt saturated felt with: Manufacturer: Mineral Surfaced Roll Roofing with: Manufacturer: ❑ Other: Type: Manufacturer: Undcrlavment Fasteners (if applicable): O Other: Type: Length: Manufacturer: Check one of the following which apply to the proposed underlayment attachment: Er Minimum 12, ga. electro- galvanized roofing nail with minimum 32 ga. x 1' / tin cap: Length: /9 " Manufacturer: " ❑ 9" overlap 0' 6" overlap ❑ '4" overlap ❑ 19" overlap ❑ 6" overlap O 4" overlap O 19" overlap ▪ 6" overlap ❑ 4" overlap i difo ✓ci.,S z col Spacing (per tilt system assembly Product Control Approval): Field: 19 - " o.c. Laps: 4. " o.c. 5. Related Accessories: Mortar or Adhesive Sct Tile Systems Page - 3 Edge Metal (rcfcr to Scction 3408.2 of the South Florida Building Code): Type: Dimensions: Gauge or Thickness: .26 5d • Finish: Note: All edge metal shall be nailed on the flange and nailed or clipped at the fact in compliance with the provisions set forth in Dade County Protocol PA 111, marked Appendix 'U' in the South Florida Building Code. Adhesives (check one of thc following): ❑ Cold Adhesive: Type: Manufacturer: C3 Flashing Cement: Type: Manufacturer: Process No. ✓a n S etR%co ctcv, a// x c )14 y( ✓e..viZ Eat . Job Address: Contractor: Adhesives (continued): Additional Notes: Notc: Application of adhesives shall be in compliance with the Roofing Component Product Control Approval and the minimum requirements set forth in Subscction 3403.5(e)(4)(cc) of the South Florida Building Codc. Ventilation System (check one or more of the following): The following information is required to confirm compliance with Subscction 3401.4(c) of the South Florida Building Codc. 0� Ridge: Type 1 Size in' CLd' SotTit: Type b €ems ectyk Size in Note: If underlayment is comprised of a self- adhered membrane, both soffit and ridge ventilation systems are rcquircd, unless a base sheet is applied as an anchor sheet below the self - adhered underlaymcnt. Note: The Tile System Assembly shall be installed in strict compliance with the application instructions enumerated in the Product Control Approval. A permit shall be issued for application of the specified Tile System Assembly only. Any change to the specified Tile •System Assembly shall require submission of a revised SECTION 1I with a copy of SECTION I, noting the permit number issued. Mortar or Adhesive Set Tile Systems Page - 4 0 D �i b21 9 L iL Proccss No. Ad\ Job Address: Contractor: Roof Pitch Ridge Venting: (if applicable ) i4)14 e }A->"' 3` 5 2 l 2 ' II V E 'I b 1 194- Dcck: AL v �. 7 Type: 1 6 Y Thickness- 3/y ii i Undcrlaymcnt: 3D Fastener: ) /' r 4 . �r'n ^�" / Faztcncr: 3 " 12" FILL IN APPLICABLE ROOFING COMPONENTS WI (ICI I MAKE UP TILE SYSTEM ASSEMBLY. INSERT ANY ADDITIONAL LEADERS INDICATING ADDITIONAL ROOFING COMPONENTS NOT SI IOWN ON TIIIS PAGE. (Where Roofing Componcnt not uscd in Tile System Assembly, fill in with "N /A ". ) Hcad Lap Dimension: 3 " (minimum 2' unless otherwise specified in the 111e system assembly Produce Control ApprovaQ Mortar/Adhesive: �t 1 (. Tile: Tile Fastener: Edge Metal or GuttFr n ,/Z Fastener: ) X d Bird Stop: (if applicable ) Edge Metal „ or Gutter: Existing or Proposed Soffit Venting: 6 G'o�L 6°5 • I'/ r " - ' DETAIL #1 Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 5 Process No. Job Address: Contractor: Rid a IIeight: Gave I!eight: Roof I�1can llcight fcct 1/7 fcct /8 'iL feet Insert Building Ridgc Height, Eave licight and Roof Mean Height. Also insert applicable information pertaining to the building below. (Sec ASCE 7 -88 Fact Sheet Attached ) Exposure Category: Classification Category: At llurricancc Occanlinc?: Y / N Basic Wind Spccd at Building Location: 110 mph Building Condition based on % of opcnings: (See Table 9 of ASCE 7 -88) Ground Lcvcl /JA BUILDING INFORMATION #1 Job Site Identification: Mortar or Adhesive Set Tile Systems ' Page -6 Process No. 1 • Job Address: Contractor: Skctch Roof Plan, indicating all dimcnsions, slopcs and any rooftop equipment. Also insert variable labeled "a" which rcprcscnts perimeter and comcr dimcnsions per Chaptcr 23 of the South Florida Building Codc. (See ASCE 7 -88 Fact Sheet Attached) 4 BUILDING INFORMATION #2: Roof Plan with Pcrimctcr and Corner Dimensions Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 7 Proccss No. 1 Intec/Pcrmnglas Div. U.S. Inlets, Inc. I'ost Office Box 2845 1212 Drai Drive Port Arthur, TX 77643 Your application for Product Approval of IntecireriunglasihtilajUirroUntsdo under Chapter 8 of the Metropolitan Dade County Codc governing the use of Alternate Materials and types of Construction, and completely described in the plans, specifications and calculations as submitted by Factory Mutual Research Corporation and Underwriters Laboratories has been recommended, for acceptance by the Building Code Compliance Department to be used in Dadc County, Florida under the sl ccilic and standard conditions set forth herein. Tine approval shall be valid fur a period of three years. • The Building Code Compliance Department reserves the right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If product or material fail to perform in the approved manner, the Codc Compliance Department may revoke, modify or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Codc be enacted affecting this product or material. The expense of such testing will be incurred by Ilse Manufacturer. PRODUCT NO. : ACCEP'T'ANCE NO.: 9.1- O211.UZ . TEN : y WT EXPIRES: METI1O1'OLITAN DADE COUNTY, FLOnIoA ME111o•DADE PL.AGI-Efl BUILDING UUILDINU CODE COMPLIANCE UEPAIITMENT SUITE 11303 MEMO-DADE FLAGLE11 uuILUINO 140 WEST FlAOLEn 0TIIEET MIAMI, FLOIIIUA 3317o•I5o7 I'RQUU__ (:•C ( ,)N'ER L N(YI'Iaisa i S('r`E IAN j,, FAX 376.2901 FAX (705) 316.2900 Gil Diamond, P.E. I'roduct Control Division Supervisor - PLEASE NOTE- . Tl11S Is THE COVEItSI1EE'1'. SEE ADDITIONAL PAGES FOR SL'ECIFIC AND GENERAL • CONDITIONS. BUILDING CODE COMMI"T"TEE • This application for I'roduct Approval has been reviewed} by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Codc Committee to be used in Dade County, Florida under the conditions set forth above. APPROVED . • • Charles Danger, P.E., Di(ector Building Code Compliance Department Metropolitan Dade County Applicant: Inted'et•1111 aglas Div. U.S. httec, Inc. Post Office Box 2345 1212 UraiUrive I'utt Aithur, 1;C 77643 Catcgo ►y: Sub Catego►y: Sufi = l ype: I4eurbrane hooting System Built -up hooting Conventional Fiberglass • PrudIICt Cum tl'ul Notice of Acceptance Rooting System, Approval Product Control No.: 94 0211.02 Approval Date: Expiration Date: NOV 1 d 1994 (ntedpernraglas, amanufacturer of commercial built -u p and modified bitumen roofing systems, produces a wide range of roof products for hot and cold applied built -up and modified bitumen roofing systems . hi addition, Intec/I'einraglas offers built -up roof systems with SUS modified cap membranes. i lie Intec/I'crmaglas Roof System Assemblies have been extensively tested at Facto and Undenvriters Laboratories and have been tested in compliance with all re► ui Building Code. Specific classifications for assemblies are listed ' Factory Mutual Research Corporation the current Factory (Mutual Approval Guide, ut the currentlU.L'rhvufi criahUi cc Florida an d Directory IrntedPe►nraglas membrarte systems may be installed in new construction and specifications can be found lha "Quilt- U reroofing IntedPcnmrglas ii be found warranted systems over various insulated and g projects. Quilt - roof Up hoofing Systems Manual" published by IuledPcnnaglas annually. ►d ion- insulate) substrates. IntedPernraglas systems and products are distributed through rooting wholesale distributors in the South Florida Technical questions should be addressed to the Technical Hotline at 1 -800- 624 -6832. Touch "0" Product 190 1' Bondable Base Brai Walkboard UIaJFlex 170 Brai/Flex 170 FR Ura&Flcx 250 FR BraJFlex F114.5 Urai /Flex S Combination Base Trade Nantes of Products Manufactured or Labeled by Applicant Product Description ASTIvt D 5147 Smooth surface SBS modified asphalt tnembtane, min.. 190 gram polyester reinforcement. Type II asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. ASTM D 5147 Granular surfaced APP modified asphalt membrane walkboard. Granule surfaced modified asphalt membrane, min. 170 gram polyester reinforcement. t D 5147 Granule surfaced SBS modified asphalt hull weight: 105 Ibs. ASTtv membrane with additional fire resistant additives, min. 170 grain polyester reinforcement. M 1) 5147 Granule surfaced SBS modified asphalt Roll weight: 105 Ibs. AST membrane with additional fie resistant additives, min. 250 gran polyester /foil reunforcement- Roll weight: 105 lbs. ASTM D 5147 Granule surfaced SBS modified asphalt membrane with additional fire resistant additives, fiberglass reinforcement. ASTM D 5147 Smooth surface SBS modified asphalt of membrane, min. 170 gram p Y ester reinforcement. T 1 asphalt impregnated and coated glass fiber base sheet er backing for use in laminated !craft paper conventional and u wdified'bitutnen built - roofing on wood decks. Dimensions Roll weight: 67 Ibs. ASTM D 4601 Type 11 3' x 3'; Roll weight: 18 lbs. Roll weight: 97 lbs. ASTM D 5147 Roll weight: 105 lbs. Roll weight: 61 Ibs. Test Specifications ASTM D 4601 Type 1 2 Gil Di/ pond, Product Control No.: 94 0211.02 Drill Tec""' 3 Metal Stress Plates Drill Teem' Coated Drill Point Screws Drill Teen" LiteDeck Fasteners Drill TecIM Plastic Plates Drill 1'cc'm Stainless Steel Screws I Teen' Tap GripTM Concrete Deck Fastener Flex Asphalt Carton weight: 60 ASTM D 312 lbs. Type 111 or IV Flex Base 30 Roll Weight: 32 lbs. Flex Cap 60 G -4 Cap Gravel Guard MB lnsul -Base Intec/Pcrmaglas Roofing Asphalt IvMDrain Mean MScupper Roll weight: 85 Ib. Roll weight: 105 lbs. various • Roll weight: 67'Ibs. Carton weight: 100 lbs. various 6 "x6" various 3 Product Control No.: 94- 0211.02 PA 114 Galvalurne 3" round stress plate. PA 114 Corrosion resistant, drill point threaded insulation fastener. I'A 114 Nylon insulation fastener for tectum, gypsum and lightweight concrete. P.A. 114 Polyolifin 3" round plastic stress plates. PA 114 Stainless steel, drill point threaded insulation fastener. PA 114 Corrosion resistant insulation fastener (concrete only). Hot applied bitumen adhesive used in conventional and modified built -up roofing, modified with SEBS polymers. Type II asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. ASTM D 5147 Fiberglass base street coated with SBS modified asphalt. ASTM D 5147 Granule surfaced SBS modified asphalt membrane, fiberglass reinforcement. Proprietary Metal edge gravel guard with perforated flange. Type 1 asphalt impregnated and coated perforated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. ASTM D 312 Hot applied bitumen adhesive used in conventional and modified bitumen built -up roofing. Proprietary Spun aluminum or copper roof drain with gravel guard, strainer cap and water- proofing seal. A prefabricated pitch pan and modified bitumen flashing assetnbly for use where roof protrusions reyuire'pitch pockets. ref...rica d scupper and mo ted ASTM D 4601 'type II ASTM D 4601 Type t Proprietary Proprietary Gil Dial nd, P.G. 5 or 55 gallons ASTM 0 312 SUS modified asphalt adhesive for Matrix SU Plus b bonding cap and ply sheets. gallon AS•rM U 4586 SUS modified roof cement for bonding Matrix S13 'hum! Grade 5 g (lashing materials. Granule surfaced SUS modified asphalt hlinetal Mastic 2575 1(011 weight: 105 lbs. ASfhl 0 5147 membrane, min 250 grain polyester reinforcement. ASTM 0 1 117 Spunbouud nonwoven polyester mat Pct ma Poly 185 roofing felt. Roll weight: 72 lbs. ASTM U 4897 hlcavy duty fiber glass base sheet l'ctnnavetrt Type 11 impregnated and coated on both sides. Surfaced on the bottom side with coarse ututcral granules embedded in hot asphaltic coating. Proprietary Preflashed vent pipe waterproofing variuus assembly. ASTM U 4536 • A pourable, polyurethane sealant for use in capping pitch pans. ASTM 0 4586 A two - component adhesive and sealant system for filling and capping pitch pans. I'A 110 Prefabricated stack cover for use in soil various pipe waterproofing. Roll weight 46 lbs. ASTM U 2173 Type IV asphalt impregnated glass felt for Type IV use in conventional and modified bitumen built -up roofing. ASTM U 4601 Type [[ asphalt impregnated and coated Type 40 Smooth Kull weight: 67 IVs glass fiber base sheet for use in conventional and modified bitumen built -up roofing. ['rehashed Lead Jack Quick Pitch Quick Pitch Standard, Adjustable, One Way MVetit Tough Ply IV USI Glass USI Glass "Papered Roof Insulation USI Tapered Insulation Board USIROC Roof Insulation 4' x 4', 4' x 8' bitumen flashing assembly used for new and retrofit scupper installation. various PA t l0 Fiberglass roof insulation. various PA 1.10 Tapered Fiberglass insulation board. various PA 110 PA 110 4 Gil Dian orrd, Tapered polyisocyanurate insulation board. Basalt rock insulation. 1' USIROC Taper Roof 4' x 4' Insulation USIso Perlite Composite 4' x 4', 4' x 8' Roof Insulation • USIso Roof Insulation USIso Taper Roof Insulation Ultra Base Ultra Cap Ultra Cap Premier 730 102 lb. Ultra Ply VI Usikant -FR 4'x 4',4'x8' PA 110 4' x 4' PA 110 Roll weight: 67 lbs. ASTM D 4601 Type 11 Roll weight: 72 lbs. Roll weight 46 lbs. 5 Product Control No.: 94 -021 1.02 PA 110 Tapered basalt rock insulation. Polyisocyanurate foam/perlite composite insulation board. PA 110 ASTM D 3909 ASTM 5147 ASTM D 2178 Type VI Proprietary Polyisocyanurate foam insulation. Tapered polyisocyanurate foam insulation. Type 1l 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. Granule surfaced SBS modifies] aspltalt membrane with additional fire resistant additives, fiberglass reinforcement. Type VI asphalt impregnated glass felt for use in conventional and modified bitumen built -up roofing. Cant strip made from basaltic rock. l' USIROC Taper Roof 4' x 4' Insulation USIso Pcrlite Composite 4' x 4', 4' x 8' Roof Insulation USIso hoof Insulation 4' x 4', 4' x 8' USlso "Taper Roof Insulation Ultra Base Ultra Cap Ulna Cap Premier 730 Ultra Ply VI Usikaut -FR 4' x 4' _Roll weight: 67 lbs. PA 110 ASTM D 4601 Type II Roll weight: 72 lbs. ASTM D 3909 • 102 Ib. Roll weight 46 lbs. 5 Product Control No.: 94- 0211.02 PA 110 Tapered basalt rock insulation. Polyisocyanurate foam/perlite composite insulation board. PA 110 Polyisocyanurate foam insulation. 1'A 110 Tapered polyisocyanurate foam insulation. ASTM 5147 ASTM D 2178 Type VI Proprietary 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. Granule surfaced SOS modified asphalt membrane with additional fire resistant additives, fiberglass reinforcement. Type VI asphalt impregnated glass felt for use in conventional and modified bitumen built -up roofing. Cant strip made from basaltic rock. Product Trade Names of Products Manufactured by Others D Test Specifications Roo fgrip Fastener PA 114 Product Description Millox -P various PA 110 — Polyisocyanurate foam and Apache Products Co. . composite insulation. I'yrox various PA 110 Polyisocyanurate foam Apache Products Co. insulation. White Line various PA 110 Polyisocyanurate foam and Apache Products Co. composite insulation. ACFuarn -II various PA 110 Polyisocyanurate foam Atlas Energy Products insulation. ACFoain 1 various PA 110 Polyisocyanurate foam ' Atlas Roofing insulation. Products ACFoann -11 Composite various PA 110 Composite insulation Atlas Roofing board. Products Anchorbond Fastener PA 114 Insulation fastening assembly. UekFast Fastener PA 114 Insulation fastening assembly. Gripdek Fastener PA 114 Insulation fastening assembly. llexcel Fastener PA 114 Insulation fastening . assembly. Ilextra Fastener PA 114 Insulation fastening assembly. Insulation fastening assembly_ 6 Gil Diarfnond. P.E. Product Control No.: 94- 0211.02 Manufacturer Construction Fasteners Construction Fasteners ITW Buildex ITW Buildex ITW Buildex ITW Buildex ISO 95 I. various PA 110 Polyisocyanurate foam International Permali insulation. Karnak 97 AF ASTM D 2324 Aluminum roof coating. Karnak Chemical Co. Type III E'NRG'Y 2 various PA 110 Polyisocyanurate foam NRG Barriers, Inc. insulation. E'NRG'Y 2 Composite various PA 110 Composite insulation NRG Barriers, Inc. board. E'NRG'Y 2 Plus various PA 110 Composite insulation NRG Barriers, Inc. Composite board. ISOltoc various PA 110 Polyisocyanurate foam NRG Barriers, Inc. insulation. Nail-Tite Type R PA 114 Insulation/base sheet Nail -Tite Fastener fastening assembly. Con -rite Fastener PA 114 Insulation fastening Olympic Fasteners system. Olympic Fastener PA 114 Insulation fastening Olympic Fasteners assembly. Glasfast Striker PA 114 Insulation fastening Owens Corning Fastener system. GlasFast Fastener PA 114 Insulation fastening Owens- Coning assembly. Paroc various 1'A 110 Multi -Max various . PA 110 Insulfixx Fastener PA 114 Insulation fastening assembly. 7 O il Diamond, P.E. Product Control No.: 94- 0211.02 Non woven fiberglass mat Partek, Inc. insulation. Polyisocyanurate foam RMAX insulation. SFS /Stadler Rawl Drive Rawl Spike Fastener Rawlite Fastener Tiu -Fast Fastener Fiberglas lligh Density Wood various Fiberboard Moppiig Asphalt Nails Perlite Primer Red Rosin Paper Roof Cement Tin Caps min. 32 ga. x 1 5/8" - 2" PA 114 Insulation fastening system. PA 114 PA 114 Insulation fastening system. Insulation fastening assembly. Product Control No.: 94- 0211.02 The Rawlplug Company, Inc. The Rawlplug Company, Inc. The Rawlplug Company, Inc. PA 114 Insulation fastening Tru -Fast assembly. PA 110 Fiber glass roof insulation. generic PA 110 Wood fiberboard generic insulation. ASTM D 312 Bitumen adhesive. generic Types 111 and IV PA 114 Min. 1S 12 corrosion generic resistant annular ring shank nails, FF-N-105-B Type 2. PA 110 Perlite insulation board. generic ASTM D 41 Asphalt primer. generic • Underlayment. generic ASTM D 4586 General purpose cement. generic Type 1 and 1I 8 Corrosion resistant circular generic discs. rp r Test Agency Factory Mutual Research Cot puraUon Underwriters Laboratories 1.1. UP3A7.AM Test Reports Test identifier Test Name/Report Date 1.1.112WOAI.AM — Wind Uplift and fire 09/09/92 Classification 1.1.1108 A6.AM Wind Uplift and Fire 01/02/90 Classification fMRC 1993 Current Insulation 01/01/94 Fastening Requirements FMRC Approval Guide 1993 9 Product Control No.: 94 -0211. Wind Uplift Classification 01/11/94 Fire Classification — sce . 12/13/93 current directory Insulation "Types: Iv[atetial Fibrous glass fertile Polyisocya►uratc Composite Board Wood fiber Maximum Design Pressure Wood Steel Concrete Lightweight Concrete Poured Gypsum Concrete Cerl►entitious Wood Fiber Iola Wood Steel Concrete Lightweight Concrete Cenlentitious Wood Fiber Poured Gypsum Concrete ar`si n Pressure -75 psf -75 psf -67 psf -45 psf -45 psf -45 psf Class 'A' Class 'A' Class 'A' Class 'A' Class 'A' Class 'A' C��ial tl.altoll Iv[aterial Product Conuol No.: 94 0211.02 Note: Fite classifications and maximum design pressures do not e t a e a ll a ssem b lies ters er all deck types. Review system listings for design pressures Laboratories Roofing Nlatcrials Directory for Fire Classifications. Gil Diamond, P.E. lU Decic Type 1: Wood, Non - insulated 19 or greater plywood or wood-plank decks Deck Description: System '1'Ylie "A (z) se sheet mechanically fastened All Gcncr: :ulc Systcn► Limitations apply. Base Sheet: Bondable Base, Flex Base 30, Flex Base G0, tP orpsltraa fastea the deck with approved annular ring sTlauk nails a 12" o.c. at the lap, 113" o.c. in two rows staggered along the center line of the sheet in the Geld. Ply or Ultra Ply VI ply sheet adhered in a full Two or three .plies of Tough 1; Y m opping of approved asphalt at an application rate of 25 Ibsisq. 15 %. (Optwna ) I One ply of Ultra Cap, or Ultra Cap Preen er 730 1 h ° red in a full mopping of approved asphalt.at an application rate of 25, l (Required if no cap sheet is used) Install one of the following: 1 Karnak 97 at 1.5 gal./sq.. 2. Flood coat of but asphalt with au application. of 60 IbsJsq. 20%; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 Ibs.sq., respectively. N Consult current UL Directory regarding fire ratings of coatings. Ivlaximurrt Design Pressure: Ply Sheet: Cap Sheet: Surfacing: Maximum Fire Classification: Ivlaxintunt Slope: Specification No.: -55 psf. Gil Diamond, P.E. 26 Product Control No.: 94 0211.0 'A'. Sec General Limitation 11 2. 3":12"; See General Limitation 113. NI_I35UP -N. > G- 134TP -N, G- BSTP -N, M- B4UP =N, G- B4UP -N, _G- B5U1 -N, C M31' -N, LCG- B4Ti' -N. Iv1- 135T1'_1J, ECG- B4UP -N, BG ECG- -, CG- BSTI' - N, Ivl B4T1 - ALN - B5T - N, I:CG- BS'1'1' -N, ERA-B4U[' -N, ERA- BSU[' -N, L•- U5T1' -N, ALN - B4UP -N, > L 733 - BSUI' -N, 733- 84 "CP -N, l: I N ' , BSUI -N, N ' 7 }0_ B4UP -N, ALN -BSTI -N, , I7U- p5U[' -N, 173- II4TP -N, ALN- B4TP' - N , 170- B4U1- N,- ,4- 135TP -N, 133- B5T1' -N 773 -U4 5 > G4- B4T1 -N. G4- B4UP -N, 'G'1 -G4 -N. BF4.5- BS "I�1' -N. UF4.5 -1.14 N, BF4.5_ B4UP -N, BF4.5-BSUI -N, 13F4.5- B4TP -N, 1701 lt- B4UP -N, 170F1t- B5UP -N, l7UFlt- 134TP -N, 170FR- B5TP -N. /(al Wood Deck System Limitations: I. A red rosin sheet shall be installed on all wood plank decks to eliminate asphalt seepage and bonding of base sheet to plank and deck. lied rosin sheet may also be installed on plywood decks as an option.. r Gil Diamond, P.L. 27 MOULT TYU.: Y4 -ul 11.1U 2. Pre- assembled cap nails may only be used for termination of fully bonded surfaces such as mechanical termination at wood blocking, head and side.laps, and base [lashing term inations. Cap nails shall not be used for the mechanical attachment of a base sheet, Gil Diamond, P.E 89 Product Control No.: 94- 0211.02 General Limitations: 1. All asphalt shall comply with ASTM D 312 requirements. All proposed asphalt producers must be approved by the applicant. 2. Fire ratings are determined by a combination of slope, deck type and assembly. Refer to cuircnt Underwriters hoofing Materials Directory or other fire testing data listed in the testing file. Fire ratings shall be in compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3. Maximum slope range shall vary for each system; consult Intec /Perrnaglas Roofing Systems specifications for compliance with design criteria for each project. 4. An overlay /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 the 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 Ibs.sq.. 5. Any amendments to these provisions shall be in compliance with Sections 203 and 204 oldie South Florida Building Code. 6. All work shall be performed by a Contractor licensed to do roofing work in Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer. 7. In re- roofing applications, moisture content in an existing built -up roof must be in compliance with Section 34019(c) of the South Florida Building Code. 8. Prior to application, all existing roof surfaces used as a bonding subst!ate shall be tested for uplift resistance in compliance with Protocol PA 124 to the calculated Design Pressure of the roof deck. 9. if required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or adhesives may be used. 10. Perimeter and corner areas shall have an increase in fastener density for both insulation and base sheet in compliance with PA 117 of the South Florida Building Code. 11. All perimeter and nailer metal profile design shall conform with Dade County Protocol l'A I 1 I of the South Florida Building Code. 12. !lashings shall be installed according to the manufacturers standard a details; arch be applied in cold application adhesive, hot a ph It o n /Ve / Product Control No.: '94- 0211.02 applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section 11 l'enrrit Application. 13. Intcc /l'ermaglas materials shall be stored on end and on a clean, flat and dry surface. ICI. Consult current Underwriters Laboratories Directory for the required coating for each rooting assembly. The assembly shall be installed in strict compliance will] Chapter 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 15. Asphalt ntoppings shall be with asphalt approved by the applicant and shall be approved in compliance with equiviscious temperature (EV1) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate a CUT, finished blowing temperature (FBI) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 16. Insulation may be installed in multiple layers. 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 at an application rate of 25Ibs/sq. 15% or mechanically attached simultaneously with the top layer. 17. Pre-assembled cap nails may only be used for termination of fully bonded surfaces such as mechanical termination at wood blocking, head and side laps, and base flashing terminations. Cap nails shall not be used for the mechanical attachment of a base sheet. 13. The submission of system specifications and details shall accompany the Section.11 Building Permit Application. This information is available in the publications listed in the "System Description" on page 2 of the 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. 19. All insulation standard panel sizes are acceptable for mechanical attachment. When applied in hot asphalt panel, size shall be 4' x 4' maximum. 2U. A plastic locking stress plate shall be used in all two layer foam, fiberglass or rockwool applications where both layers are mechanically attached with a single attachment assembly. 21. All single layers of fiberglass insulation shall be mechancially attached with a locking plate assembly. Gil Diamond, P.E. 90 Job Address: Contractor_ PERIMETER DETAIL #3: Gravel Stop or Drip Edge Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gravel Stop or Drip Edge. Insert leaders indicating Roofing Components names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Gravel Stop/Drip Edge Gage: Fastener Spacing: o.c. Clip Type: Clip Gage: 1�1 Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gutters. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment Gutter Type: Gutter Gage: Fastener Spacing: Deck Type: PERIMETER DETAIL #4: Gutter Detail Built -Up Applications and Modified Bitumen Systems Page -6 Process No. Job Address: Contractor PERIMETER DETAIL #5: 'Other' Detail Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may exsit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment. Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may exisit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment PERIMETER DETAIL #6: 'Other' Detail Built -Up Applications and Modified Bitumen Systems Page -7 Process No. Job Address: Contractor Process No. Insert Building and Parapet Heights. (!I no Parapet exists, insert 'W/A" ) Also insert applicable information pertaining to the building below. (See ASCE 7 -88 Fact Sheet Attached ) Exposure Category: Classification Category: At Hurricane Oceanline ?: Y t/ N Basic Wind Speed at Building Location: Building Condition based on % of Openings: GROUND LEVEL feet feet BUILDING INFORMATION #1 Built -Up Applications and Modified Bitumen Systems Page -8 Job Address: Contractor PERIMETER DETAIL #1: Parapet Wall Detail Process No. Coping Cap Gage: Fastener Spacing: _ o.c. Clip Type: Clip Gage: /0"'„Z Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Parapet Walls. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Areas to be Flashed. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. PERIMETER DETAIL #2: Flashing Detail Built -Up Applications and Modified Bitumen Systems Page -5 Job Address: Contractor Built -Up Applications and Modified Bitumen Systems Page -4 Process No. I _ inches (_ inches T 1 inches FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP ROOF SYSTEM ASSEMBLY AND THICKNESS OF DECK AND INSULATION LAYER(S). (Where Roofing Component not used in Roof System Assembly, fill in with "N /A ".) 757777775757777' : r Surfacing: ((ripply describe, ((applicable ) Bonding Material: Bonding Material: (if base r eetbonded) Fastener: (iftop inndatton layer mech. ottached) Top Insulation Layer: ((f applicable ) Bonding Material: (if top insulation layer bonded ) Fastener: (ifinalatson mech. attached) Insulation: Bonding Material: (lf insulation bonded) / -Vapor Retarder. C (ilaPphcab/e) Primer. (1 /op•licabr) ea H & '- 1.0,Q Ply Sheet(s): v I �- P Bonding Material: C DECK: i r � Type: V F r `1 (,fbare Jheer meth atta } chhe) v. Base Sheet: ^1.`r Gage or Thickness: sly Density, concrete deck: if • • • , '. re • 0 U td r.. C 0 U rf tV s zJ v Job Address: — FOR PLAN EXAMINER USE ONLY — Roof System Assembly Product Control Approved: Y N If NO, note any deficiencies: Design Pressure Requirements: Field: psf Perimeter Areas: psf Corner Areas: psf Note any limitations: Reviewed Details ?: Y N Notes: Contractor Process No. • • , • • Job Address: Top Ply: ( Type and method of attachment ) Surfacing: (Type, if applicable ) Flashing Materials: ( Type and method of attachment ) Contractor Process No. r1fi AC. 4b .robe Built -Up Applications and Modified Bitumen Systems Page -10 Built -Up Applications and Modified Bitumen Systems Page -3 Job Address: ( Check one of the following) Recover Re-roof: If a recover, is the existing Roof System Assembly to be used as a bonding substrate ?: If YES, has an ASTM E907 test been carried out to confirm adhesion of the existing membrane to the substrate ?: (If yes, attach ASTME907 test report. ) Proposed Fastener: (Attach withdrawal resistance test report. ) Has the deck been examined for moisture ?: (Provide data confirming compliance with Section 3401.9(c) . ) THE SYSTEM: All Roof System Assemblies in the Product Approval have a variety of options. Briefly describe the Roofing Components to be used in the Roof System Assembly and attach a copy of the manufacturer's published specification: Deck: ( Briefly describe ) Insulation: ( Type, size and method of attachment, if applicable ) Base Sheet or Ply: (Type and method of attachment) Ply Sheet(s): ( Type and method of attachment ) • . Contractor Process No. Job Address: Contractor Process No. New Construction \-103 1 ).o,.sk r II,/ o 151 Y Y N Y Y Y T N Built -Up Applications and Modified Bitumen Systems Page -2 S l y 4 c Reviewed Field Test Data ?: Notes: Additional Notes: Built -Up Applications and Modified Bitumen Systems Page -11 Y N Plan Examiner Job Address: 237 J1J /OZ d ' b 5F Contractor6o-A € - Process No. APPENDIX 'E' GENERAL: Type of Roof System Assembly to be Applied: Manufacturer of Roof System Assembly: Product Control Approval Number: System Number from Product Control Approval: (Attach a copy of the Roof System Assembly Product Control Approval and the Manufacturer's System Guide Specification. ) 12101 -166 9/94 ( Note: If a minimum roof system is to be applied, describe all components within the system and list the manufacturer of each component. DO NOT complete this section if system is Product Control Approved. ) Base Sheet: Fasteners: Ply Sheet(s): Cap Sheet: Asphalt: METRO -DADE UNIFORM BUILDING PERMIT SECTION II BUILT -UP APPLICATIONS AND MODIFIED BITUMEN SYSTEMS )P l a� • rQ.� as. ),4.Q.Q.. : OD-H OQ. - ( Note: No insulation system is acceptable under the minimum roof category. ) Complete the following for all Roof System Assemblies: Built -Up Applications and Modified Bitumen Systems Page -1 ETS ENVIRONMENTAL TESTING SERVICES INCORPORATED July 11, 1996 Mr. George Phillips George Phillips & Associates 520 Chamber Road Suite 101 Miami Florida 33169 RE: TILE UPLIFT TEST 237 N.E. 102 Street Miami Shores, Florida Project # ETS96- 216RUT Permit # 39238 Dear Mr. Phillips: Pursuant to your request, ETS ENVIRONMENTAL TESTING SERVICES INC. in association with INDEPENDENT ROOF TESTING & CONSULTING, INC. has performed uplift tests on the tile roofing at the above referenced address. The following report includes the results of the uplift tests. The uplift test consisted of placing a load test devise manufactured by Chatillon (model DFIS), over the tile with an adjustable connector placed under the front lip of the tile, and gradually increasing the pressure. The gauge readings are indicated in pounds. Pressure was exerted on the tile until a reading of thirty -five (35) pounds was obtained. The tests were conducted, and the results have been reported in accordance with Dade County Protocol, PA- 106. ETS ENVIRONMENTAL TESTING SERVICES INC. greatly appreciates the opportunity to work with you, Should you have any questions or comments, please feel free to call. Respectfully submitted, ETS ENVIRONMENTAL TESTING SE : r' S INC. Dennis Emerson I.H. Director of Environmental Service 7775 Miramar Pkwy. • Miramar, FL 33023 (954) 981 -6838 • Fax (954) 981 -6839 Bob Tedder, President Senior Consultant ETS 7775 Miramar Parkway Miramar, Florida 33023 E ., Independent Roof Testing & Consulting of S. Florida, Inc. July 11, 1996 RE: 237 NE 102 Street Miami Shores, Florida Permit #39238 IRT #6349 Anthony Tomassi Field Operations Manager Pursuant to your request, INDEPENDENT ROOF TESTING of South Florida (IRT), performed uplift tests on the tile roofing at the above address. The tile is Spanish S. The roof tested is approximately 1200 square feet in area and was tested at fifty (50) locations. The tiles had been installed using the "Mortar Set Application" method. The uplift tests consisted of placing a load test device manufactured by CHATILLON (Model DFIS), over the tile with an adjustable connector placed under the front lip of the tile, and gradually increasing the pressure. The gauge readings are indicated in pounds. Pressure was exerted on the tile until a reading of thirty five (35) pounds was obtained. Visible separation was noted at seven (7) test locations. Make necessary repairs at all locations shown on roof plan. The roof passed in accordance with Dade County Protocol PA -106. IRT's responsibility in this project was specifically uplift testing to a specific point. No other conclusions or observations are expressed or implied. The tests were conducted, and the results have been reported in accordance with Dade County Protocol, PA -106. IRT appreciates this opportunity to be of service. If you have any questions, or need a dditional /na ari0n, please do not hesitate to call. Yours truly, Anthony Tomassi Field Operations Manager INDEPENDENT ROOF TESTING of South Florida, Inc. 7 /06 Richard Yates P.E. Project Engineer 3944 Northeast Fifth Avenue Oakland Park, Florida Phone (954).630 -0201 Fax (954) 630 -0506 25' 9 36 10 33 34 35 Flat Roof 5 7 11 13 16 14 17 12 15 18 Fail Fail Pass 40' Project: 237 NE 102nd Street Miami Shores, FL Contractor: ETS 1 3 4 19 20 29 26 23 21 32 30 27 24 22 31 28 25 Pass 1 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 Pass Fail Pass -ON. Fail Fail Pass - 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 38 39 40 Pass Fail Pass -1110- Fail Pass 41 42 43 44 45 46 47 48 49 50 Flat Roof PA 106 Test Locations July 11, 1996 IRT #6349 20' 38 40 42143 39 41 44 45 46 48 49 47 50 SYNERGY Labs, Inc Manufacturer: CHAT1LLON Model Number: DFIS -100 Serial Number: 25187 Customer SN: 25187 Desviption: FORCE GAGE Customer: INDEPENDENT ROOF TESTING Certificate Number: 39384 This certifies that the above equipment was calibrated in compliance with Military Standard Calibration Systems Requirements (MIL-STD-4 662A) using applicable procedures. At planned internals, Synergy Labs, Inc measurement standards are calibrated by comparison to or measurement against national standards. natural physical constants, consensus standards, or by ratio type measurements using self - calibrating techniques. National standards are administered by NIST (National Institute of Standards and Technology) or other recognized national standards laboratories. Supporting documentation relative to traceability Is on file and is available for examination upon request. Limits: NONE Remarks: UNIT RECEIVED IN TOLERANCE - NO ADJUSTMENTS REQUIRED Calibration Date: 6i27186 Calibration Due: 12127196 Referame Standards Used: Manufacturer Certificate of Calibration Model Number Serial Trace Number Number Cal Due Date AMETEK - M&G WG 18830 186 424197 Quality Assurance MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby uinde for the approval of the detailed statement art me plans and specifications herewith submitted for the build • in 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. Date..._.liL r at. �& ..._._ _........._�..._.... , 19. B Y Owner's Name and Address < mil a �OC D��L : ..._ ... No.... z» .._.. street�� / 2 S Registered Architect and /or Engineer 0.1. ,n•• v,e• <een,teu.,w t Name and address of licensed contractor Location and Legal description of lot to be built on: Lot Block Subdivision.. _..._. .__._.... Street and Number where work is to be done 2 NE /122 „_5 _ State work to be done and purpose of building (by floors) _.e etTF .Ctv�.T Roc" C6 't.dE 2 New Building Remodeling Addition Repairs ✓ No. of Stories To be constructed of Kind of foundation Roof Covering t�f��r�. ................_.._ � r Estimate Total cost of improvements $ / 21 S Amount of Permit $.' 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, q nd 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 ender this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such subcontractors, on work to be perfo ed under this pcnnit, as are licensed by Miami Shores Village. Remarks (Signed)_ . STATE OF FLORIDA, COUNTY OF DADE. ' ss. Building Inspector / 6 � i. - !i7 Notary Public, State of Florida My Commission Expires _..... PLANNING BOARD DATE Chairman Member \fcrr,ber Member Member Member ...__ Council Approved Date Disapproved NOTE: A charge of $1.00 will be made for making corrections or changes to this application nfter approval has the Pl. nnir.;,t Board. A re.inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for materials and/or workmanship. and for no other purpose. Bcfore 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 No.. X31 I `r' Date t i I k . Read, Sworn to and Subscribed before me. Disapproved (Signed) Date been obtained from inspection or faulty 1 Owner's Name and Address____ Registered Architect and /or Engineer 44 Permit No Disapproved ( Signed) _L- a 36 Building Inspector 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 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. Name and address of licensed contractor__ _ Location and legal description of lot to be built on: Lot Block + __ k Subdivision - 0 ,M,t- -_ 1 Street and Number where work is to be done State work to be done and purpose of building (by floors)__.- _ -,� - f: ate PLANNIN Chairman Member Member Member Member Member Council Approved Date Disapproved Date - °2 , 19 -- ?1. No.__& _3__2 ___ _ Street___' JQ_ ........... t, ' - - 9° a - -- 'ads and for no other purpose. New Building Remodeling Addition 0 ' _ Repairs No. of Stories To be constructed of Kind ati f of found g, Roof Covering Estimated Total cost of improvements $____.!__3 7 • Read, Sworn to and Subscribed before me. OARD DATE 74- 4 Amount of Permit $ Zone cubage required _Plan Cubage Distance to next nearest building _ Size of Building Lot Maximum live load to be borne by each floor _ I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to _ The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed)1(.1 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 — - - 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 tated are true. Notary Public, State of Florida Commission Expires 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. BUILDING ❑ MIAMI SHORES VILLAGE, FLORIDA ELEC °❑ PERMIT lv° 8366 ROOFING p Owner of Building Architect Contractor e lS or Builder • • 1 r f t r ; { Legal Lot 11 Description Bl Address of � - f Building - 1 t�f — .. f:' a K. 11) to. ,ort.od CONTRACTOR or BUILDER f Work to be performed under this Permit a t'rkn Subdi- vision Sq. Ft. Value of Project $ Date (r Contractor's License No. 1 Amount of Permit $ BY AUTHORITY This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whetyer shown on,the pla or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants o emplo 1 . \ Signed t--44 s ue" , - (•I. SPECTOR) BY In consideration of the issuance to me of this permit I a tee to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, draw' gs, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work one by either, myself, my agent, servant or employee. 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 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. f Date aF- - /I < 6 _ 3 19 Owner's Name and Address.. 1 G__a- 1 No.2 ~ ZZ� Registered Architect and /or Engineer Name and address of licensed contractor 1V CZ -L4,4 � C. 9 +F1 y /J1= Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done a 5_ -_ -J Q _ State work to be done and purpose of building (by floors) Disapproved i Dat (Signed) ` Building Ins. or MIAMI SHORES VILLAGE and for no other purpose. Notary Public, State of Florida New Building Remodeling Addition Repairs No. of Stories 1 To be constructed of Kind of foundation Roof Covering E Estimated Total cost of improvements $ Amount of Permit $ G 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 Apb con ra rs, n work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) 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 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 star are true. Permit No � 7 Date 7 — 3 _ `O3 Read, Sworn to and Subscribed before me. My Commission Expires LANNING 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 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. BUILDING ELECTRICAL PLUMBING ROOFING 0 PERMIT N9 4297 0 Owner of / ../ ' A +, 1 Architect s Contractor or Builder:.. MIAMI SHORES VILLAGE, FLORIDA DATE 19 4 ' -- Work to be performed under this Permi Legal Lot Subdi- Description II Bl vision Address of L l Value of z I Amount of Building a1* /6 d. Project $— Permit $ CONTRACTOR OR BUILDER BY Contractor's License No. f This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica -`'' tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statem ''4 nts or specifications and'•that he assumes respon- sibility for work done by his agents, servants or employees. / t I ( I A INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compli ce with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper dthorities of Miami Shores Village. In as cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. AUTHORITY Owner's Name and Address,(X Registered Architect and /or Engineer.. Disapproved (Signed) Date 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 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. Date / � 2 9 3 4, No. c<!3 ., Street..16 ,19 Name and address of licensed contract° - � f Location and legal description of lot to be built on: Lot Block qq Subdivision Street and Number where work is to be done c4_. *,/ d ® 2 State work to be done and purpose of build s (by floors t � - ' A _ ...( 1 4. ip T . � 'Z, *i 1.. E/ D and for no other purpose. New Building Remodeling. Addition Repairs No. of Stories To be constructed of Kind of foundatio Roof Covering_. iZ. ..a...adup. 2 Estimated Total cost of improvements $.__. R . °mod Amount of Permit $ Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. G Remarks (Signed) ---2' STATE OF FLORIDA, COUNTY OF DADE. S9 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 Ile has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No f Date l Z " Read, Sworn to and Subscribed before me. Notary Public, State of Florida Buildi'g Inspector My Commission 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 or chang 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. MIAMI SHORES VILLAGE. FLORIDA BUILDING ❑ ELECTRICAL PLUMBING ROOFING Owner of Building_ Architect Contracto or Builder Legal Descriptic Address Building ❑ DATE 17 ❑ PERMIT N? 8187 This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or irk the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. / ( Signed • !. y r j t,. - .AB INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER z 7 195 4"." Contractor's , Y , License No Work to be performed under this Permit =1 `" .e ' BY AUTHORITY r '-:2. Z i r 0 ...a . C y y rt ,R ..) 'far .�' Subdi- vision n Lot Bl. ,f _ r. y f '' 3 f Sq. Ft Amt. of Permit $ � 0 Value of Project $ MIAMI SHORES VILLAGE. FLORIDA BUILDING ❑ ELECTRICAL PLUMBING ROOFING Owner of Building_ Architect Contracto or Builder Legal Descriptic Address Building ❑ DATE 17 ❑ PERMIT N? 8187 This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or irk the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. / ( Signed • !. y r j t,. - .AB INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER z 7 195 4"." Contractor's , Y , License No Work to be performed under this Permit =1 `" .e ' BY AUTHORITY BUILDING ❑ ELECTRICAL ❑ PLUMBING ❑ ROOFING Architect Contractor or Builder Legal Description Address of Building Lot • CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA DATE t 2 - 3 Contractor's License No PERMIT N° 8111 Work to be performed under this Permit Owner of +�' Building 'd+ re 1 r ,� a ey L C. t' /" �!, ' ,0? 4 d I S / / 1 - 217 ,� J Subdi- vision Sq. Ft Value of Project This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for ,y�thorough knowledge of thb.,ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements of specifications gnd that he assumes, responsibility for work done by his agents, servants or employees. / ( f "`• Signed • ' 1 ? "^_ •' "� jai, Bl �+- r l , ° .. F. . INSPECTOR f' / > /, $ In consideration of the issuance to me of this permit I agree to perform the work covered hereunder' n compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitte to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servanemployee. BY Amt. of Permit AUTHORITY 195 11 17