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ROOFING
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 7- /3_q 7 Job Address , O(9-6 {' V e Q47 Legal Descripti Ai; ge9 - / ,94 0 43 /D,3or46 Owner/Lessee / Tenant /77 / C /bg e, f a ea le-fie Owner's Address J Z 9y2• contractin co A2 w.c1><s M414.0 1 Qualifier ■\} /i. 0 4 9. ( Jot t S State # CC C b04 ZS Z Municipal # Square Ft. er and/or My C. s issi•. Expires: S war n be r-lv f y M ci FEES: PERMI APPROVED: Zoning Mechanical SILVIA A CAYRUS NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC37839 MY COMMISSION EXP. TiTIV; 2 Plumbing C.C.F. Tax Folio Id L 9a Historically Designated: ,aGU014;lt Master Permit # Phone Address 94-55 SP? / tail SS# phone 595 - 40- q Competency # Address Address Architect/Engineer Bonding Company /�`' ,y Mortgagor S 84nv4' Address 2 3 6 1� 7 L 1 / 7 a/ Permit Type (circle one): BUILDING nn ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION " - CLp 300 Ge/J1Pilit i 11ACi Ay" /I4V d Ste �(y�CQlv�l'� fJ � - r - i' C CSC - I U V l �. 4-, it • Estimated Cost (value) /5( // .28_ d J 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 INTENID 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 Contractor Notary as to Contractor or M Commission Expires: 4' - SILVIA A CAYRUS NOTARY PUBLIC STATE OF FLORID " COMMISSION NO. CC378392 MY COMMISSION EXP. UNE 2,19 ���� Building 4 7 NOTARY L," Yes t15_ 93 Electrical Ins. Co. ilder TOTAL DUE ig Date Owner - Builder �� (( Date Engineering NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 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. 1. Legal description of property and street address: /7/ ' gin/ r SAJA S' .S 2 C 1 11 ? Z) 1G- 2 3 L 9 r /� L �- ` o ,8 2. Description of improvement: New F I T/ ! e. F 3. Owner(s) name and address: Ili 1 c:. /7/Ci e 1 ,U %` `� � C- e- 5 A) (D do. iu Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety:(Payment bond required Name and address: Amount of bond $ 6. Lender's name and address: <3 Ne 9y m /41-m; 5hI ees F/ At■- (v44.64 10.g vatA I I ¢Ss Sw. by owner from contractor, if any) , A. D, 19 S ATE OR G@_ OUNrt OF DADE H ttEfir CERr16Y that this is a Oru" maiNcd in t his at • of t6o Bryn ••. �aa r and OQfdcial Soul 7. Persons within the State of Florida desi Ptat'e9'• ' ` � 1 - 't • r coat .,h Qr our oths er l3iS� by Section 713.13(1)(a)7., Florida Statute , i,� — �� D•C. Name and address: 8. 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: 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 Print Owners Name Sworn to and subsc. Notary Public S. Print Notary's Name Prepared by: V lei' h /4104- of A cAta , NOTARY PUB T C STATE OF FLOIUTAA COMMISSION NO. CC3'J+3;!i}2. MY COMMISSION F,XI', it2 7.,1;91 _ CoIe ed befog me this —40 SiLVi CAN 2U S 9783 1.6824 1997 JUL 15 14:06 ed as provided Address: % f- rl r' {-e- 4. t , Contractor's Name: .D 4■0-0 -- 4 i V1 - Ft Deck type: P/ALWIL i *Includes Mortar and Adhesive Set Tile Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. ROOF CATEGORY 0 (Low Slope Application) 0 (Nail-On Tile) 114fortar-Set Tile) * 0 (Asphalt/Fiberglass Shingles) 0 ( Metal RoofsViVood Shingles & Shakes) 0 (Other) ROOF TYPE 0 New Roof Re-roofing 0 Recovering 0 Repair. 0 Maintenance 2334- Flat Roof Area (ft 5(64 Sloped Roof Area (ft 1 S Total (ft _Olt__ Master .Permit No. Exposure category (per ASCE 7-88): Building Classification category (per ASCE 7-88 table 1) : ROOF HEIGHT AND SYSTEM DETAILS (Draw details u needed) DETAIL 1 & 2 ATTACHMENT Fastener Type: 1 % 44(.1d-4 SPACING Field: Perimeter: Co Corner: Job Address: 3 2 G /1/4 4- Page-1 ROOF PLAN - j. Appendix. "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. RldgeV onr 1yLaNHWEI' 2.0 Underlain -, • so L(? Moor si,crs DETAIL 3 SLOPED SYSTEM' DESCRIPTION [■••■ Insuladonl r Pr Fawner type & spaeingl i 4 l� R N G m i a1 4 N 5 6�ao 1C Cap Sheet TILE CALCULATTONS (Pmarl: x )1. ( Aaodynamie Multiplier): ) - M = Mr!: PCA: (Pmar.?: x X (Aerodynamic Multiplier): ) - M.: = Mei: PCA: (Pmar3: x A. (Aerodynamic Multiplier): ) - M.: = M PCA: ATTAC EMNTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) A ppl:cble Detail Drawings 3) Municipal Permit Aooiictien 4) Other Component Approvals ME11ODA08 Coma Cast Corporation 43C3 Southwest 7011‘ Court Miami, Florida 33155 METIIOI'OLITAN DADE COUNTY. FLORIDA METRO-DADE FLAGLER BUILDING OUILDINO CODE COMPLIANCE DEPARTMENT SUITE 1603 MEtRO•DADE FLAGLER OUI10040 140 WEST FLAMER OTREET MIAMI.FLC IDA 03130 - 1553 • " 13051 37 5.2501 j'RODIIfT CONTROL NOTICE OR ACCEPTANCE FAX pl 3714501 Your application for Product Approval of Coma Cast Cvtrtuallon Mortar of Adhesive Set. Canerete "CamatllrQ4 Flat" kaoline Tile under Chapter g of the Metropolitan. Cade County Code goveming the use of Alternate Materials and Types of Construction. and comp.eteiy described 'n the plans, specifications and calculations as submitted by Itediond Technologies, The Center for Applied Znglne: ring, Inc., and Teslwell 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 shell be valid for period of three years. The Building Code Cotnpllance Department teserves the right to secure a product or material at any line for o jobsite or manufacturer plant for quality control testing. If product or material fail to perform in the approved manner, Ore Code Compliance Department may revoke, modify of 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 maleria}. The expense of such testing will be incurred by die Manufacturer. PRODUCT NO. : ACCEPTANCE NO.: 94- 1222.05 litlaul Rodriguez Product Control Division EXPIRES: DEC 21 1991 Supervisor - PLEASE NOTE - TIIIS IS TIIE COVEILSIIEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code ,.,,,.,,I nml nn.unved by the Building Code Committee to be used in Dade County, Florida under the conditions scl forth above. APPROVED: DEC 21 1994 Charles Danger, P.E., Directo Building Code Compliance Department Metropolitan Dade County • e;;piicant: Coma Cast Corporation 4383 Southwest 70th Court Miami, FL 33155 Category: Sub - Category: 3.YAe� Sub -Type: PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Prepare: Roofing Tile Mortar Set/Adhesive Set Concrete System Description Product Control No.: 94- 1222.05 Approval Date: Expiration Date: Coma Cast Corporation, located in Miami, Florida, is a manufacturer of cement roof rile for mortar or adhesive set applications. This Product Control Approval relates to Coma Cast's "Comntlle® Flat" tile profile. • . • . 11 1 , • I . . .1 1. . ., 1 . • 1'. . . DEC 271994 rE: 71 1991 Al! profiles have matching trim pieces used for rake hip, ridge hip, and valley terminations and are available in a smooth or broomswept surface texture. These accessories are manufactured for all profiles and form a part of this Product Control Approval. Coma Cast's "Comatile® Flat" roof Tile has been tested in et.mpliance with the South Florida Building Code requirements for concrete, mortar or adhesive set tile applications. The minimum roof slope for Coma Cast's "Contatile® Flat" mortar or adhesive set tiles shall be 2 ":12 ". See the "Profile Drawing" section in this approval for the "Cometile® Flat" profile drawing. The Coma Cast "Comat Flat" Tile 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 3 of this approval. Contact: Mike Arronte President Coma Cast Corporation 4383 Southwest 70th Court Miami, FL 33155 (305) 665-3664 aul Rodriguez TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED 0Y APPLICANT Test Product Dimensions Sneclficallons Camatile® Flat Tilt 1- 16" PA 112 w -9'/, '1. thick Trim Pieces _ 1- ••arias w - varies varying thickness PA 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. O''ya:tfactured for each tile profile. 2 R5u1 Rodriguez Product Control No.: 94 -1777 05 Product Description Flat, interlocking, extruded concrete roof tile. For mortar set or adhesive set applications. Prodltel 130 Feb 143 Coated Base Sheet Mineral Surface Cap Sheet Lenzingtex -ZB 140 39' x 164' toll Underlayment 22Ibs/rol1 Rainproof!! 30' x 75' roll 36" x 75' roll or 60" x 73' roll Ice and Water Shield 36' x 75' roll Mopping Asphalt Flashing Cement TRADE NAMES OF PRODUCTS MANUFACTURED OTIIERS Test Dimensions Specifications N/A ASTM D 225 type 11 N/A ASTM D 2626 N/A N/A Product Deicripllnn Saturated organic felt to be used as a nailed anchor sheet. Saturated and coated organic base sheet for single or double ply underlayment. ASTM D 249 Mineral surfaced asphalt roll roofing for use u a top ply In a double ply underiayment system. PA 104 PA 104 PA 103 ASTM D312 type III or IV 3 Raul Rodriguez Product Control No.: 94- 1222.51 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 N30 or 143 u the base layer. Asphalt for bonding a mineral surface cap to a mech. attached base sheet in a double ply underlayment system. STN-- , .12 Cut back. asphalt based, asbestos free, fiber reinforced, trowel grade cement for repair and flashing applications. NLinufnttuttr generic generic generic Lenzing Performance, Inc. PCA 094- 0527.05 Protect -O -Wrap, In. PCA N94- 0714.01 W.R. Grace Co. PCA 092- 1116.01 generic Product Asphalt Primer Roofing Nails Tin Caps Tile Nails Roof Tile Mortar ("TileTile'TM ) Roof Tile Mortar ( "Quikrete4D Roof Tile Mortar N1140 ") Roof Tile Mortar ( "DONSAL4D Roof Tile Mortar Mix ") Roof Tile Adhesive (Polypro4D A11160) Valley flashing Dimensions N/A min. 12 ga. with t /," head min. 32 ga. min. I o.d. max. 2" o.d. min. bd x 2W or min. 10d x 3' N/A PA 123 N/A PA 123 N/A PA 123 PA t in min. 26 ga. min. 16' width Test Speelflcations ASTM D 41 PA 114 Appendix E PA 114 Appendix E PA 114 Appendix E ASTM A 523 4 Raul Rodriguez Product Control No.: 94-1227 04 Product Control No.: _9_42_1222.0: Product Description Cut back, asphalt based coating used to facilitate bonding of dissimllu materials. Annular ring shank, hot dipped, electro or mechanically gale. roofing nails for use In underlayment attachment. Corrosion resistant circular disc for use in underlayment attachment Corrosion resistant, screw or smooth shank nails for additional attachment of tile at cave rile COMM Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Adhesive designed for use in roof tile applications. Galvanized steel valley flashing Manufacturer generic generic generic generic Bermuda Roof Company, Inc. PCA 094- 0614.01 Quikrele Constructio Products PCA N94- 0808.01 W.R. Bonsai Co. PCA 1194- 0628.03 Poly_ foam Products, Inc. PCAN 94- 0401.01 genetic Product Drip Edge Dimensions min. 26 ga. min. 2" face flange min. 2" deck flange Test Sneelflcatlons PA 1I1 5 Product Pescrlptl m Manufacturer Galvanized steel drip generic edge iffaul Rodriguez Test Aeencv The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Testwell Craig Laboratories & Consultants. Inc. TEST REPORTS Test Identifier 94 -084 94 -060A P0631.01 Lab 11: YF -1 Tech: O. Suarez 6 Teal.Nime!ReoSri Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Wind Tunnel Testing PA 108 (Mortar Set) Physical Properties PA ;12 Product Control No.: 94 -1272 41_ Qalr May 1994 March, 1994 July 1994 July, 1994 / gout Rodriguez Deck Type: Deck Description: SYSTEM D: Slope Range: Underlaymen!: Rooting Tile: Comments: SYSTEMS Wood, Non - insulated New construction " /„" or greater plywood or wood plank. Mortar or Adhesive Set Application 2 ":12" to 7 ":l2" 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 86. 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 manufacturers 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 3, attached. 1. For re -roof applications, "I 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 niterttate, the first three courses of rile shall be applied in mortar over a single layer of minimum 12 ga. wire omit with square openings of not Tess than' /," which is mechanically attached to the deck with not less than one roofing nail every 1 f r . For roof pitches from 6 ":I2" to 7 ":12 ", every third tile of every fRh course, beginning at the eighth course, shall be nailed with not less than one nail per tile. 7 Product Control No.: - 94.1222. SYSTEM LIMITATIONS 1. The standard minimum roof pitch for Como Cast "Comalile® Flat" mortar set or adhesive set tile applications is 2" rise in 12" run (2 ":12 "). The maxirnunt roof pitch for nrortar set or adhesive set tile applications is 7" rise in 12" rust (7 ":12 "). 2. Coma Cast's "Corttatile® Flat" tile profile has not been tested for nail -on applications, therefore, System A (Counter- Batten Nail -On Application), System B (Direct Deck Nail -On Application) and System C (Horizontal Batten Nail -On Application) do not form part of this approval. 3. System installation shall be in compliance with the system specifications outlined in This Product Control Approval. Mortar set or adhesive set tile shall be attached using an approved mortar or tile adhesive noted in this approval, the data of which is noted in Table 3 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. 4. For mortar set applications, the first three courses of tile shall be nailed with not less than one nail per tile. As an oltemate, the first three courses of tile shall be applied in mortar or adhesive over a single layer of minimum 12 ga. wire mesh with square openings oo not less than ' /," which is mechanically attached to the deck with not less Than one roofing nail every 1 R'. 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. 5. For mortar set or adhesive set tile applications, a field static uplift lest by a Dade County accredited testing agency, in compliance with Dade County Protocol PA 106, shall be required not less than 30 days after application to confrrin 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 I (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 arca (i.e. ridge /rake) tile with approved tile adhesive. The installer shall place an identifiable marking on each repaired Zile for future reference. Any PA 106 re -test shall not include any marked tile. 6. 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. 7. All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. B. The Coma Cast "Comalile® Flat" 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 Cased System' 8 Raul Rodriguez Product Control No.: 94 -1222 05 Product Control No.: 94_J_ 2.05 SYSTEM LIMITATIONS " (CONTINUED) 9. Applications for roofing permits shall include a completed Section 11 of the Uniform Building Permit, a copy of Coma Cast Roof Tile's current specifications and details, a copy of this I'rodin t 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 for the required filt- rating. 10. 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. Samples taken shall be in compliance with Dade County Protocol PA 112, Appendix 'A'. 1 I. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. 9 Raul Rodriguez i Table 4: Attachment Resistance Expressed as a Moment - M, (It -Ibf) Irom PA 101 Testing Tile Profile Tile Application Attachment Resistance ComatileV Flat Tile Mortar Set 39.00 Adhesive Set 116.90 Table 2: Restoring Moments due to Gravity - M, Mali from PA 101 Testing Tile Profile 3 ":12" 4 ":12" r:12" 8 ":12" r:12" or greater CornaNe® Flat RN 5.08 4.95 4.59 415 NIA Table 1: Aerodynamic Multipliers - r. Ilt') from PA 108 Testing Tile Profile — 7l (It'l Batten Application X (lt') Direct Deck Application CamaOle® Flat Tile NIA ( 0.24 DATA FOR ATTACIIMENT CALCULATIONS Product Control No.: 94-1222 OS Raul Rodriguez PROFILE DRAWING FLAT SMOOTH F LAT C c7tvC RETE T I LE Head BROOMSWEPT • T Minimum measurements COMATILE® FLAT TILE Product Control No.: 94 -l))2 O] Raul Rodriguez - T METQA -OAOE AI'I'ROVED: 03/14/96 METROPOLITAN DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE' SUITE 1803 METRO DADE FLAGLER BUILDING ' - 140 WEST FLAGLER STREET PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 GAF Materials Corporation FAX (305) 375 -2908 1361 A Ips Road INTERNET mdccO l ©sliadow.nel Wayne, NJ 07470 PRODUC C ONTROL SECTION Your application for Product Approval of: (305) 375 -2902 GAF Conventional Built - Up Root • FAX (305) 372 -6339 undcr Chapter 8 of the Metropolitan Dadc County Codc governing tlic usc of Alternate Pvlatcrials and Types of Construction, and completely described in the plans, spccifications and calculations as submitted by: Dynatcch Engineering, Inc., Factory Mutual Research Corporation, and Underwriters Laboratories, Inc. has bccn rccommcndcd for acccptancc by the Building Codc Compliance Officc to be used in Dadc County, Florida undcr the specific conditions sct forth on pages 2 -98 and tlrc standard conditions on page 99. This approval shall not be valid after the expiration date stated below. The Building Codc Compliance Office reserves the right to secure this product or material at any time from a jobsitc or manufacturcr's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliancc Office may revoke, modify, or suspend tlic usc of such product or material immediately. The Building Codc Compliancc Office reserves the right to revoke this approval, if it is dctcnmined by the Building Code Compliance Officc that this product or material fails to meet ilic rcquircments of the Building Code Compliance Officc that this product or material fails to meet 111c requirements of the South Florida Building Codc. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 95- 1003.03 Revises No.: 94- 1014.01 EXPIRES: 11/10/97 aul Rodriguez Product Control Division Supervisor TIII.S IS TIIE COVI?RSIIJJ?T. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENEILAG CONDITIONS BUILDING CS)DE COMMITTEE This application for Product Approval has been reviewcd by the Metropolitan Dade County Building Codc Compliancc Officc and approved by the Building Codc Committee to be used in D dtl County, Florida undcr the conditions sct forth above. / I 2 iarles Danger, P.E. Director Building Codc Compliance Dept. Metropolitan Dadc County Au*ani GAF tvIalcrials Corporation 1361 Alps Road Wayne. Ni 07470 Cal-ra: ,- gQ.t]L TYRsv 1 PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Membrane Roofing System Built-Up Roofing Conventional Fiberglass Sycl m D s ri ).ti4_n Contact: William J. Woodring Director of Technical Services (201) 628 -413 Frank Zuloaga Plans Examiner, 'rud 2 Product Control No.: 95- 1003.03 Product Control No.: 15_:19.0.11--. Approval Datc: 1`.1.,311 U. 1996 Expiration Datc: Nja1,1,1112 GAF Materials Corporation, a manufacturer of commercial roofing products for morc than 100 years, produc es a wide rand of roof products for built -up and modified fitum ti -ply SDS ystcros. I n add tion, or GAF offers two ply modified systems to meet the demands GAF p specifications. • rovidcs warranted systems over various insulatcd andG r on- insulated substrates, copies of which can be obtained from GAF and can be found in the GA • LAS built -Up Roofing Application and Specifications" manual published annually. GAF roof s stem assemblies have been extensively tcstcd C Fai to y csearch c t Corporation and Und tv Florida crritcrs Laboratories and have been tested in compliance Building Code. Specific classifications for assemblies arc listed in the current U.L. Roofing Material Directory and tlic current Factory Mutual Approval Guide. ials Co oration products arc distributed through a widc nctwork of roofing wholesale GAF Mater rP distributors throughout the South Florida area. ation on specific roof system constructions, contact the Technical Scrvice Office, For more inform located in Wayne, Nov Jersey, at 1 800 - ROOF -4 I I. ontrol Division lttsul:�ti�tt.T�:uss= Basalt Wool l'crlite Polyisocyanuratc Composite Board Wood Fiberboard i ligit Density Wood Fiberboard Rockwool .. Y • , nsien Pressur� t��cinn PfC55LLii 1 Wood Stcel Concrctc Lightweight Concrctc Ccmcntitious Wood Fiber Poured Gypsum Concrete Wood Stec! Concrctc Lightweight Concrete Ccmcntitious Wood Fibcr Poured Gypsum Concrctc Note: Firc classifications and types. Review system Materials Directory for .t -60 psf -75 psf -192 psf -45 psf - 45 psf -45 psf • h.r +thaunl Firc C assi cati la ('tacclCa[iQi Class 'A' Class 'A' Class 'A' Class 'A' Class 'A' Class 'A' • l deck maximum design pressures do.noi a Und � sr Roofing listings for design pressures and Fire Classifications. 1 Product Control No.: 95- 1003.03 Frank Zuloaga f Plans Examiner, redu ontrol Diviswn J Q1 GAF Matcrials Corporation Asphalt Concrete !'rimer GAF Matcrials Corporation Jctblak All Weather Plastic Ccmcnt GAF Matcrials Corporation Plastic Ccmcnt . GAF Matcrials Corporation WcathcrCoat® Emulsion GAF Matcrials Corporation Fibered Aluminum Coating GAF Matcrials Corporation Jetblak All Weather Plastic Ccmcnt GAFGLAS #.750 Dasc Slice( GAFGLAS Ply 6® GAFGLAS Ply 4 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT 2imc`n5j U S 5, 55 gallons GAF Mineral Shicld® 60 Ib. bags Granulcs .5 gallons • 1, 5 gallons 1, 5 gallons 3' x 108' 75 Ib. roll 3' x 180' 45 lb. roll 3' x 180' 40 Ib. roll Tcst 11ar lotion ASTM D 41 ASTM D 1863 1, 5 gallons ASTM D 3019 ASTM D 3409 1, 5, 53 gallons ASTM D 4586 ASTM 1227 Surfacc coating for smooth surfaced roofs. ASTM D 2824 • Fibcrcd aluminum coating. ASTM D 3019 ASTM D 3409 ASTM D 4601 ASTM D 2178 Typc VI asphalt impregnated glass felt with asphalt coating. r ASTM D 2178 Type IV asphalt impregnated glass fclt with asphalt coatin 4 Frank Zuloaga Plans Examine Product Control No.: 95- 1003.03 l'roduct Description Asphalt concrete printer uscdl to promote adltcsion of asphalt in built -up roofing. Granulcs for surfacing of exposed asphalt, cold process ccntcut or emulsion. GAF Mincral Shicld® Granules shall be used for flashing applications only. • Relined asphalt blendcd with a mineral stabilizer and fibers. Permits .adhesion to wet and surfaccs. Trowel grade, asphalt plastic ccntcut. Refuted asphalt blended with a gnincral stabilizer and fibers. Penults adhesion to wet and dry surfaces. Asphalt impregnated and coatcd glass mat base sheet. aid o t'tQsltts GAFGLAS' tuincral Surfaced Cap Sheet OOU1 ll5.1.tMAM 1'x36' 76 Ib. roll GAFGLAS'IY Y x 36" SIrativentar (Vent 69 Ib. roll I'ly) fur nailablc decks GAI:GLASO flashing various GAFGLAS® 3' x 36" Stratavcnt40 (Vent 60 Ib. roll Ply) Perforated GAI:TEN4P(IO • various 1sotlrcrrh.It GArri:MPII various Composite p rrumP® (:ibcrbonrd • G A EI'Gtvl t'® PenllaliIc GAFTEMI'® 1liglt Density Fiberboard GAFTITC(8 1112 Standard Roofing Fastener GAI TITEtD 1114 I Icavy Duty Roofing Fastener GAEI li E'D 11asc Sheet (Fastener and Plate various • various various Test nislll ASTM D 3909 ASTM D 4897 U 3672 Proprietary ASTM u 4897 D 3672 PA 110 PA 114 i'A 1 1 4 PA 11 (:rank Zuluaga _ Plans Examiner, 5 Product Control No.: 95- . 1003. 03 Product 12sss:tiPiiQ Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Asphalt coated glass fiber prat flashing sheet available in three sizes. Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in'asplraltic coating. Polyisocyanuratc foam insulation. PA 110 Polyisocyanurate foam insulation with high density fiberboard or Pcrmalile perlitc insulation. PA 110 Fiberboard insulation. PA 110 I'A 110 Pcrlitc insulation board. High density wood fiberboard insulation. insulation fastener for steel and plywood decks. Insulation fastcncr fur steel, wood and concrete Jccks. 1 ease sheet fastening assembly. ntrol tiiV St0n . 4 Frank Zuloaga Plans C,camincr, PtUdGcl 6 Product Control No.: 95- 1003.03 Product Test jipliott asalusil Round galvalumc stress plates. Gal�•alunlc Plates 3" and 3 %," 1'A I I�1 1'A 114 Fastener for use in gypsum, tectum and N'rl) Fasteners lightweight insulating concrete decks. Round puly( +ru(,Ylcnc stress plates. Polypropylene Hams 3" and 3 'r;" ! n t ht � SUS modified asphalt base sheet sq. ltul�eroid� 20 roll ASTM D 5147 reinforce with a glass fiber mat. ASTM D 5147 Non -woven polyester plat coated with ranule N1o11 1 sq. roll polymer modified asphalt and surfaced Granule 103 lbs. with mineral granules. 1'A 100(A) One way valve vent used to relieve Vent Stacks (metal ASTM 0 1929 built -up pressure within the roof system. pnd plastic) ASTM 0 63S GAF Vent Stacks arc available in metal or plastic. 1 orltrol l�ivisiUii 1'yrox ACFoatn 1 ACFuanl 11 • Ccicorc various Polyisocyanuratc foam • Cclotcx Corp. • 1'A 110 insulation • (with currcnt ['CA) Cclotcx Corp. I 110 Polyisocyanuratc foam (will' currant I'CA) Ily- Tllcrm SI' various insulation. ' ly-"1•hco Nall -lino various fly-Therm AP Anclwrbund Fastener Dckfast Fastcncrs 1114 TRADE N,thIES OF PRODUCTS MANUFACTURED ttw' O•rtt Tcst Product 12iuttgusion5 Sussdaatstu 12racri u 1'A 110 1'ulyisocyatl1rate foam various insulation various 1'A 110 various I I }'- T•Ilcnn Stable R carious I'A 110 I'A 110 Polyisocyanuratc foam • I I}•- Tlncrnl Whitc various • insulation Line Va orDar GD 36" x 108' ASTM D 4601 G2 frbcrglastasc sheet r 1'A 110 PA 110 'Cellular insulating concrcic Ccicorc, Inc. system (with current I'CA) - 1'A 110 IAA 11.1 l'A 114 ['ulyisucyatluratt: foam insulation Polyisocyanuratc foam insulation Polyisocyanuratc foam insulation Polyisocyanuratc foam insulation Frank Zuloaga Plans Examine 7. Product Control No.: 95- 1003.03 hinnuLv lurst Apache Products Cu. (with currctlt PCA) Atlas Encrgy Products Ovid' currctlt I'CA) Atlas Energy Iroducts (with current l"CA) Celotcx Corp. (will! current PCA) Cclotcx Corp. (with currcnt PCA) Cclotcx Corp. (with current 1'('A) Cclotcx Corp. (with currcnt PCA) Insulation fasleniul; CCIOICx Corp. (with currcnt I'CA) asscnlblY Insulation fastener Ibr steel Construction ilnc. and concrctc decks ' -eumnt -['C ontrol P iVlsiott— Uckfast 1 Icx Plate 2 7 / x 3 1/4" IJckfast Lock Plate 3" x 3 1 / Uckfast Fasteners 1115 Dckfast Fasteners 1112 'F1'ft 1: I ast izcll (M -30, FM -4S, IM -60, 60, Ft 1 -90 fasteners Nail -Tilt Type 'A' Nail -Tile Type '1C ISO 9.5+ Composite Tcst 12iutsiusiuus Spccifcatistu 1'A 114 I .I'A 114 1'A 114 PA 114 PA 110 PA 114 • PA 114 l'A 114 PA 110 Product sripiion Galvalumc hex stress plate. Construction ion (with current PCA) Polypropylene locking plate. • Insulation fasteners for concrete decks Aluminum fastener for lightweight, gypsum and tcctuat decks Galvanized steel base ply fastener for Lightweight cottcrctc decks Galvanized steel bast ply fastener for lightweight concrete decks I'ulyisocyanuratc / perlitc ridged insulallott r Frank Zuloaga Plans Examiner. 8 Product Control No.: 95- 1003.03 MauttLts.tstn a: Construction Fasteners Inc. (with current. I'CA) Construction Fasteners Inc. (with current 1'CA) PA '1 I4 Insulation fastener for steel Construction Inc. and wood decks. • (with current I'CA) Creative Construction Components (with current I'CA) Cellular insulating concrete Elastizcll Corp. (with current I'CA) . system Base ply fastening systems ESi od current Inc. for Lightweight concrete (with decks •• ES Products, Inc. (with current 1'CA) ES Products. Inc. (with current PCA) Firestone (with current I'CA) r'.+ ontrol Uivlsiuti —' Eradmi I2imctisians Asphalt Asphalt PrimCr EPS; High Dcnsity Wood various PA 110 Fiberboard Oriented Strand various Board Pclitc/Uretllane various Composite Pcrlite Insulation various Polycthylcnc Red Rosin Roofing Nails Tin Caps various PA 110 4 mil min. various Min. 32 ga. x Type X Gypsum various T ype X Gypsum various al MB aluminum roof coating Dens - Deck various A Tcst l'roduct Sissificathin 120cLigticui ASTM D 312 Typc 111 or IV I•lot asphalt gcncric bitumen adhesive ASTM D 41 Asphalt Prinlcr gcncric Extruded polyStyrcnc gcncric insulation Wood fiber insulation gcncric board Oriented strand board gcncric PA 110. PA 110 Minimum /l PA 12 Pcrlitc / urethane composite gcncric board insulation PA 110 Pcrlitc insulation board gcncric Vapor barrier / Air barrier gcncric Product Control No.: 95- 1003.03 Nlanu[aattco Rosin paper for barrier generic layer on wood decks Corrosion resistant annular gcncric ring shank nails Corrosion resistant circular gcncric "discs. fire resistant rated gypsum generic fire resistant rated gypsum gcncric PA 121 Aluminum roof coating Grundy ltcurrc t s t ries PA 110 Gypsum insulatio board o gia Pacific: Frank Zuloaga Plans Examiner. Prod 9 ontrol Dtvtsl 1T l�s!tlils.i 1112 ltuofgt'il' 1114 ltoofgrip Gripdck Fastener 1 Icxcc1 Fastener 1 Icxtra E'NRG'Y - ISORoc Con -Titc N.I'.I3. Magnum 'test Liiu i' iuns 5uv&i[S,11iQltt various various J I'A 114 I'A 114 1'A 114 I'A 114 I'A 114 4 I'A 11'0 I'A 110 I'A 114 I'A 114 Product 12acriuliUt klaitwfntumc Insulation fastcncr for sleet I1 �� ld c l'CA) or wood decks Insulation fastcncr sleet, wood or concrete dccks • Insulation fastcncr Insulation fastcncr Insulation fastcncr and rectal or plastic platc I'ulyolcfit% plastic plato Slander(' ()Wile 3" round ' I'A 114 plate v arlous I'A 110 Polyisocyanuratc foam PI 951' insulation Polyisocyanuratc foam insulation Polyisocyanurate foam / rockwool composite insulation Concrete deck insulation fastener - Glass rcinforcc( nylon fastcncr for use in gypsum and ccmentitious wood (�cr dccks. Frank Zuloaga • Plans Examiner,-Prod .10 Product Control No.: 95- 1007.01 ITW DuilJcx (with currcnt 1'CA) ITW DuilJcx (with currcnt I'CA) ITW DuilJcx (with currcnt l'CA) ITW DuilJcx (with currcnt l'CA) ITW DuilJcx (with currcnt 1'CA) • International l'crtnalitc (with currcnt I'CA) NRG Darricrs, Inc. (with current I'CA) NRG Darricrs, Inc. (with currcnt I'CA) Olympic Manufacturing Group, Inc. (with currcnt I'CA) Olympic Manufacturing Group, Inc. (with currcnt l'CA) ontrol I)ivisiui riatlucl N.T.13. Spin weld Platc N.T.13. Plastic Plate 3" round PA 114 N.T.D. Plate Olympic Standard 3" round PA 114 Olympic Fastener 1114 Olympic 3.25" round PA 114 polypropylcnc Olympic Fastener PA 114 (112 PA 114 Olympic Fastener Tcst DitacasiguS Sn -giftcation 2" round l'A 114 PA 114 PA 114 Insulation fastener Product arasiplion 2" round amorphorus nylon locking plate for usc with N.T.B. fastcncrs with I" bead 3" round polypropylcnc stress plate for usc with N.T.D. fastcncrs 3" round galvalwnc AZ55 plate for use with N.T.D. fastcncrs 3" round galvalume AZS5 stccl plate Polypropylene • plastic plate Insulation fastener Insulation fastener f Frank Zuloaga Plans Examiner. I od 11 Product Control No.:. 95 ManuGactut cr Olympic Manufacturing Group, Inc. (with currcait 1'CA) Olympic Manufacturing Group, Inc. (with currcnt PCA) Olympic Manufacturing Group, Inc. (with currcnt l'CA) Olympic Manufacturing Group, Inc. (with currcnt I'CA) Olympic Manufacturing Group, Inc. (with currcnt PCA) Olympic Manufacturing Group, Inc. (with currcnt PCA) Olympic Manufacturing Group, Inc. (with currcnt PCA) Olynil Manufacturing Group, Inc. (with currcnt PCA) untrol Division L'L ntcl Olympic CIt !lase Felt fastcncr and Base Slicct Disc GlasFast fastener Glasf ast/Strikcr I'aroc Base Part' various Insul -Fixx fastcncr Ittsul -Fixx I' Rawl Drive Tcs( 1 tmcll1k115 5acci1ka[iszu 3" round 1'A 114 I'A 114 Product 12tiCti LtiUt Insulation fastcncr assembly for Base Sl,cct fastening only 1'A 110 l' Cap pnard varlotti I'A 110 Multi -Max various. Multi -Max FA various PA 110 Insulation fastcncr assembly with recessed plastic plate P A ) 14 Insulation fastcncr Owens-Corning assembly and metal plate F ibc current for use over concrete decks gockwool insulation Rockwool Insulation I'A 110 Polyisocyanuratc foam insulation A 1 10 Polyisocyanuratc foam UltraGard various I' insulation I'A 114 Polyisocyanuratc foam insulation Insulation faslcncr for steel and wood decks PA 114 3" round polyethylene stress plate I'A 1 14 frank Zuloaga Plans Cxantincr, redu onuol Dnvnsn 12. Product Control No.: 95-1003.03 Mauuflus[ Olympic Manufacturing Group. Inc. (will, current PCA) O wens -Cure it ng Fiberglas Corp. (with currcnt I'CA) I'artck, Inc. (with currcnt I'CA) Partck, Inc. (with currcnt PCA) Rmax, Inc. ' (with currcnt PCA) Rmax, Inc. (will currcnt I'CA) Schuller International Inc. (with current PCA) SFS /Stadlcr (with currcnt PCA) SFS /Stadlcr (with currcnt PCA) Insulation fastcncr and steel Tic Rawlplug and plastic stress plate for Company Inc. concrete dcck (with currcnt PC'\) Tcst I,r� Dimcnsiotts Sp.c&iftgatian Rawl Fasteners PA 114 Insulation fastcner for steel and wood decks 1/12 Rawl Fasteners PA 114 1114' Rawl 2" Platc Rawl 3" Platc Rawl Spike Rawlite Rawlitc 3" Platc 3" round 202 HS Super Prcp 11 • Tni DL 2" round PA 114 3" round PA 114 PA 1 14 • PA 1 14 PA 121 PA 121 Product j �ciplit2tt Insulation fastcner for use in steel, wood or concretc 2" round galvalume AZ5S membrane plate 3" round galvalume AZSS stccl plate PA 114 Insulation fastener and steel Tlrc Rawlplug and plastic stress plate for Company Inc. concretc dcck (with currcnt PCA) Insulation fastener for ccrncntitious and gypsum decks 3" round galvalume AZ55 stccl plate for use with Rawlitc fasteners Roof coating Roof coating PA 114 Insulation fastcner'for steel, Tru -Fast or wood (with currcnt PCA) Frank Zuloaga Plans Examiner, 13 Product Control No.: 95- 1003.03 The Rawlplut, Company Inc. (with currcnt PCA) Tic Rawlplug Company Inc. (with currcnt II'CA) Tltc Rawlplug Company•inc. (with currcnt PCA) The Rawlplug Company Inc. (with currcnt PCA) The Rawlplug Cornpany Inc. (with currcnt 1'c:A) Thcnno- Matcria.ls, Inc. (with currcnt PCA) Thcnno- Matcrials Inc. (with currcnt I'C.A) ontrol Division Manufac1ursit The Rawlplug Company Inc. (with currcnt PCA) 'r t rct Iliwsat�'tws Test Spsc.iCtcatititt Tru -Fast Plastic 3.04" round I'A 1 14 Plate Tt u -fast MP-3 3.23" round PA 114 I'A 114 Tru -Fasi 1ID nu-Fast Ultra Tru -last TL Tru -Fast .DI' Tru -Fast TI' Tru -Fast CF Fasteners Insulccl Structodcck various t'A 114 PA 114 „PA 114 • I'A 114 PA 110 PA 110 14 Product )cs ri ptis_►I1 3.04" round polyethylene plastic plate 3.23" round galvalwnc AZ50 stccl plate Insulation fastcncr for usc in wood, steel or concrctc decks Stainless'Steel fastcncr for Tru -Fast usc in steel, wood and (with currcnt I'CA) .concrctc decks Glass reinforced nylon Tru -fast 1'A I 1 fastcncr for use in tccturn or with currcnt I'CA) gypsum dccks Insulation fastcncr for usc Tru -fast in sleet or wood dccks Insulation fastener for usc in steel or wood dccks Insulation fastcncr for concrctc decks Ccllular insulating concrctc (with currcnt PCA) system Iiglr density wood fiber r Product Control No.: 95- 1003.03 Mar t 1tctU[s[ 'ft u -Fast (whit currcnt I'CA) Tru -l=ast (will' currcnt I'CA) Tru -last (with currcnt PCA) (with currcnt I'CA) Tru - Fast • (with currcnt l'CA) Tru -Fast (with currcnt PCA) Wood Fiber 1ndustrics (with currcnt I'CA) Frank Zuloaga _ Plans Examine , 4oduCf ontrol Dimwit • 1 lififf Factory hluttlal Research Corporation pncicrwrilcrs 1- aboratorjca, Itic. pytlatech (!iioItlocrIna. tnc. :3(100.02.95 44 82.02.95 glum FIVIRC 1994 1.1. a0T•tn I.AM J.I. // 1 V8A4.AM J.I. I/ 111 I A6.AM 1.1. N0T2Q4.AM 1.1. 1 /0Q6A6.AM • J.1.1/3X)A2.AM J.I. a0Y9Q5.AM R1306, 87NK I 1 81 4 Test Reports "WWII Current Insulation Fastening Requirements Uplift Approval Uplift Approval Uplift Approval Uplift Approval Uplill Approval UpIi11 Appr Uplill Approval Class A Firc Glesslficlt11N11 Wlnd UpII11. Small Scale Wind Uplift IMP Frank Zuloaga _ l'lanS CXalilillcr /5 Product Contra) No.: 7.1 'v °" 1 01.01.94 08.26.92 06.28.93 11.15.91 10.17.91 07.16.91 08.02.94 07.29.94 01.01.93 02.02.95 02.02.95 Z- ltiul ljlVn:tcl1_. Deck Type 1: Dcck Description: System Type A(2): Basc Sheet: Ply Sheet: Cap Sheet: Surfacing: Maxirnurn Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: Wood, Non - insulated " / „” or greater plywood or wood plank decks Base sheet mechanically fastened. All General and System Limitations shall apply. GAFGLAS® 1/75, GAFGLAS® PLY 6 ®, GAFGLAS® STRATA VENT® for Nailable decks, or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 $/." tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the of the sheet in the field. Two or three plies of GAFGLAS® PLY 4 or GAFGLAS® PLY G® ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 IbsJsq.. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. (Required if no cap sheet is uscd) Install one of the following: 1. Grundy AL MB aluminum Roof Coating with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion with an application rate of 3 gal./sq.; or GAF Fibcred Aluminum Coating with an application rate of 1.5 gal. /sq.. 2. Asphalt flood coat at an application rate of 60 lbs./sq. ± 20 %; plus gravel or slag with an application rate of 400 IbsJsq. & 300 lbs. /sq., respectively. -55 psf. 'A'. Sce General Limitation f12. 3 ":12 "; See General Limitation 113. N- B -3 -C, N- B -3 -G, NFB -4 -M, N- 13- 4M/P6, N- B-4 -C, N- 13- 4- C /1'6, N- I3-4 -G, N- B- 4- G /I'G, N- B -5 -C, N- 13- S -C /P6, N- B -5 -C, N- 13- 5- C /1'G, N- B -5 -G, N- 13- 5 -01P6, N- B -S -M, N- B- 5 -M/P6 Frank Zuloaga Plans Examiner, 27 r Product Control No.: 95 1003.03 ontrol Division g. Product Control No.: 95- 1003.03 f. Cap Slrect: Onc ply of GAFGLAS® Mineral Surfaccd Cap Shcct adhered in a full mopping of approvcd asphalt applied within the EVT range and at a rate of 20 -40 lbssq.. Surfacing: (Optional) Install one of tlrc following: 1. GAF Special Roofing Bitumen with an application rate of 20 lb.sq.; or Grundy AL MB aluminum Roof Coating with an application rate of 1.5 gal./sq.; or GAF WEATHER COAT® Emulsion with an application ratc of 3 gal./sq.; or GAF Fibercd Aluminum Coating with an application ratc of 1.5 gal./sq.. 2. Asphalt flood coat at an application ratc of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 Ibsisq., respectively. 5.* The following assembly is approved to a maximum design pressure of -52 psf. No substitutions shall be made: a. Deck Type: " /,," Plywood. b. Anchor Sheet: GAFGLAS® 1175 fiberglass reinforced base sheet, GAFGLAS® PIy 60, or STRATAVENT® (Vent Ply) for Nailable dccks, or RUBEROID® 20 base sheet. I Fastening: 9" o.c. at the lap and in two rows staggered 18" in the field with GAFTITE® insulation screws and stcel stress platcs. c. Base Sheet: (Optional) Install one ply of GAFGLAS® 1175 directly ovcr the top layer of insulation. Adhere with any approvcd mopping asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. d. PIy Sheet: (Optional) One, two, or three plics of GAFGLAS® PLY 4 or GAFGLAS® PLY 6® Ply sheet adhered in a full mopping of approved asphalt applied within the EVT-range and at a rate of 20 -40 lbs. /sq.. e. Cap Sheet: One ply of GAFGLAS® Mineral Surfaccd Cap Sheet adlrcred in a full mopping of approved asphalt applicd within the EVT rangc and at a rate of 20 -40 lbs. /sq.. f. Surfacing: (Required if no cap slre is uscd) Install one of the following: 1. GAF Special Roofing Bitumen with an application ratc of 20 Ibisq.; or Grundy AL M t 1 .: • • • iII an application rate of 1.5 . =`. • I Frank Zuloaga Plans Examine 29 or G ' WEATII1 Product Control No.: 95- 1003.03 COAT® Emulsion with an application rate of 3 gal/sq.; or GAF Fibered Aluminum Coating with an application rate of 1.5 gal /sq.. 2. Asphalt flood coat at an application rate of 60 Ibs.sq. f 20 %; plus gravel or slag with an application rate of 400 Ibsisq. & 300 Ibs. /sq., respectively. *Note: Tile maximum designed pressure limitation listed shall be ,applicable to all roof pressure zones (i.c. field, perimeters, corners). No rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.c. perimeters, extended corners, and corners). 1 4 01 Frank Zuloaga . Plans Examiner` 30 ontrol Divisor General Limitations: • Frank Zuloaga Plans Examine 9 Product Control No.: 95- 1003.03 I. All asphalt shall comply with ASTM D 312 type 111 or type IV requirements. All proposed asphalt producers must bc approved by the applicant. 2. Fire ratings arc determined by a combination of slope, deck type and assembly. Refer to current Underwriters Roofing Materials Dircctory or other fire testing data listed in the testing file. Fire ratings shall bc in strict compliance with Sections 3401.5 and 3401.6 of the South Florida Building Codc. 3. Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance witlt 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 avith approved asphalt, 12" diameter circles, 24" o.c.; or strip propped 8" ribbons in three rows, one at each sidelap and one down the center of the street allowing a continuous arca of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in cach ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq.. Notc maximum design pressure restrictions on spot attached systcms. 5. All work shall be performed by a contractor licensed to do roofing work in Dadc County. Contractor shall be familiar with the details and specifications published by the manufacturer. 6. In , re- roofing applications, moisture content in an existing roof trust bc in compliance with Section 3401.10(m), (n) of the South Florida Building Codc. 7. Prior to application, all existing roof surfaces used as a bonding substrate sitall be tcstcd for uplift resistance in compliance with Dadc County Protocol PA 124 to the calculated design pressure of the roof deck. 8. If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 9. Perimeter and corner areas shall have an increase in fastener density for both insulation and base sheet in compliance with Dade County Protocol PA 117 of tltc South Florida Building Codc. 10. All attachment and sizing of perimeter Hailers and metal profile dcsigts shall conform with Dade County Protocol PA 1 1 1 oldie South Florida Building Code. I I. Flashings shall bc installed according to the manufacturers standard details, and may • be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturcr, shall be subs tte. 11 • ie S tiorr 1nranii Application. ntro rviiton -. Product Control No.: 95- 1003:03 12. Roll good materials shall be stored on cnd and on a clean, flat and dry surface. 13. Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with Chapter 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 14. Asphalt rnoppings shall be with applied with asphalt approved by the applicant and shall be approved in compliance with cquiviscous temperature (EV"I) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Codc. 15. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 Ibssq., or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive. 16. 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. Tin caps are required by the South Florida Building Codc. 17. Tlic. submission of system specifications and details shall accompany the Section 11 Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. 18. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 19. Fastener spacing for insulation attachment is based on a minimum withdrawal resistance value of' 275 lbf. as tested in compliance with PA 105. If the fastener value, as field tested, are below 275 Ibf. insulation attachment shall not be acceptable. Frank Zuloaga Plans Examiner, 93 ontrol iv stun- CAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Product Control No.: 95- 1003.03 ACCEPTANCE NO.: 95- 100343 APPROVED : March 14. 1996 EXPIRES : Nov. 10. 1997 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled and the original submitted documentation, including test supportirrg data, engineering documents, arc no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any oldie following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all limes. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1 through 99 . A END OF THIS ACCEPTANCE t Frank Zuloaga Plans Examiner, 99 ntro .rtFLiLItSWSpeCITICa11011S auu vi ••• Nsliable 0.0 Sheathlag Papa III regaled) Bass Shad (1al below) proximate Weigh! per Square GAFGLAS P11 A.pall r Std. lop - t % Side lap rth, South, and West Zones ;hie decks up to G inches per foot slope. except for Iigldweight insulating Pete decks which are limited to a maximum slope of 1' per loot. Wood. ood. poured gypsum. precast gypsum planks. other acceptable nailable s. For lightweight insulating concrele decks. see page 9. alerlals lealhing paper (1 ply. if required) .se Sheet ,FGLAS Ply (2 piles) \F Materials Corporatlon Roolino Asphalt Interplies Cap Sheel .FGLAS Mineral Surfaced Cap Sheet (1 ply) 175 -250 lbs.. ;cifica(1011s raI n and Applicalinn Consllleralions delailed in this Manual shall apply in an to the !allowing recommendations and specifications. :alien of floating Membrane r entire sun face, lay one ply of sheathing paper where applicable. Lap ;heel 2 inches nver preceding sheet. Nail sullicienlly to hold in place. ruing at the low point of the roof. lay one ply of Base Steel, lapping each 2 inches al edges and not Tess than 6 Inches at end Lip§. Nail along lap e ply al intervals not to exceed 9 inches and stagger -nail down center of in two rows with nails spaced at 1D Inch intervals in each row. Use las- wilh integral metal heads at least 1 inch in diameter or square That are mended by GAF Materials Corporation or the deck manufacturer. (See *al Instructions' below.) ting at the low point nt the roof. mop Iwo plies of GAFGLAS Ply shingle T. lapping each sheet 20 inches over the preceding sheet; solidly •ng 10 the underlying base sheet lo provide three plies over Iite entire Pea. II RequIrentenls if mappings of Rooting Asphalt musl be applied In a continuous film and onsisl of approximately 25 pounds per 100 square feel of root area will' ante not to exceed 20% plus or minus. The aL)prnpriale asphalt for the involved Imes! he used. •I Slope per fool Up to 3' 3' G Sleep ASTM Type 111 UT-Steep ASTM Type N On slopes up to Inch per foot, Hal ASTM Type It may be used except in Florida. Texas, New Mexico, Arizona. and California. Surfacing Apply GAFGLAS Mineral Surfaced Cap Sheet In accordance with the application Instructions on page 20. so lhat Ilse laps are offset from the laps of the ply sheets. Special Instructions 1. See recommendations for use over gypsum decks on page 9. 2. Acceptable Base Sheets Include: STRATAVENT Nallahle required for freshly poured gypsum decks, GAFGLAS /75 Base Sheet. RUOEROI0' Modified Base GAFGLAS• PLY 6 and GAFGLAS Ply 4. For Sheet. decks, when Pty 4 or GAFGLAS wood Y 6 is used asa base structural wood sheet. a sheathing paper is required. 3. See *Nailing of Base Sheet; page 19. fells must be lock-nailed 4 4. for root slopes of 1 Inch per foot or more, alt ply Inches in from the back edge of the felt. See 'Installation on Steep Roofs; page 10. UL Classificalion UL Class Slope A A 0 N -0 -4 -M f Substrate C NC C Asphalt Type 3' 3'b' - Coa.o.atlw UL Chart Key 1. Substrate C = Combustible and Noncombustible plywood min. "/„ Inch thickness). = Wood planks. boards, etc., oriented strand board (min.' /a inch thickness). NC = Noncombustible only Noncombustible = Steel. poured or precast structural concrete, lightweight insulating concrete. gypsum, structural wood fiber. etc. 2. Slope Maximum slope allowed, In inches per loot. ---------- Guarantees Available _, -- Llberly Guarantee: N-0-4-M/P6 _Specification —' — 15 yr. West Zone only Wood Decks. - D- 4/P N- 13- 4•M/P6 15 yr. Lightweight Insulating Concrete. (See page 9.) 12, 10.5 yr. 4I or 215 ROOF COVERING MATERIALS (TEVn ROOFING SYSTEMS 7GFU)_ Continued : 2 glass Morn. r, IsncYa^uale, we - - e r s ped lt•• wood litres. 0l wood penal r lean. e Inane 1 peek: uc m «. by Insulation oo (Optional): One or siu. p .1ul•/O1•Ihart” c00W0•'a•' Mane. pedire/isncYenuaa comes "'GAFGLAS Ply 8 "• comS^sile, phenolic. 2 In. roan. • G1 "GAFGLAS Ph e Sheer. C. Sheet: Two I more p' G Type S Mineral Solaced Cap Ply layer Type G] "GAFGLAS Incline: 11/2 Cep Shed: One lay hr, max. hot mopped. L Deck: Incl io lass fiber mat system ravel surfaced Class A sphell I ne or two layers "Itoth•rm R . Insulation: Ons Classified 0 �� Ply k C /32 b• nailed). D ock: eat !Op • er nailed to deck. 6., Type G2 "GAFGLAS 475 Base Sheol" (mar Slap Sheet !Optional): Red rosin paper. �- or GAFGLAS Ply P• Sheet: One .no of yens of Type G 1 "GAFGLAS Ply Sheer. Sheet One or more lay a G•3 "GAFGLAS Mineral Surfaced Cap Incline: 3 Doc • Sheet: One layer of Type "GAFGLAS g•75 Base Sb«t "• L Dock: NC 4^ or GAFGLAS Ply 8 Type Base Shed: One layer of Wars I " e G 1 'GAFGLAS Ph C. • Sheet On I more )Type G 3 GAFGLAS Mineral Surfaced Cap Sheet". .rlit"nsocY+ ^o ral• Cep : C - 1 One layer of Type Inctirso 2 polite. glass Ilber. IaocVanurat•. urethane. p Dino 8 in.). L pock: site. p 2 1.0 In. min (oil• et from plywood j lnwl•tlon: One nr more layers p composite. phenolic. composite.: One or m l yers e G 1. G2 or G1 smooth or granule). "fluberold Torch Mesa : One or more layers of TyP "Itul.erolA Torch" ( Plus (Oratou Me Membrane: On* or more layers ° mu le) of "Ruberoid Mop . Phu" !granule). " L FGLAS M Mop (0 Sheet . hot mopped. "GAFGLAS Mineral Surfaced Cap Incline: 2 IsocYanur.*e. ure - Ins Sheet eeood libel. glass fiber. erw ate I peck: C• 15/32 •ratter wood libsr/isocY t hane. 1 p. IOptloya): One or mpositeY polite/urethan p agorae comp erlite /urethane )panp, penis /inocli any thickness. composite, 1•10enolor layers of Type G2 or G3. Base Sheet: Two or more lay Ply Sheet (Optional): One or more layers of Type G1. ranorlsL "Ruberoid Torch smooth 01 0 Ruberoid Mop' /Granule) or W Mop Plus" (granule). Mamba/me: On• or more layers of 'Ruberoid Torch" mopped. Cl Cup beet: leL ^ flubero Sr. ee Cep Sheet: " GAfGLAS Mineral Swlauda. 8 um Incline: 3.1 1ess fiber, Isocyenual e wood fiber. 0 wood Isocolaocyanur 10 /2 I. peck: C-15/32 erlite s One or moos fayara P composite. Insulation (OP composite. patine/urethane camp Runs, perlite /isocye^ ^rat• com0 S Ply �- or "GAFGLAS Ply B" composite. phenolic. any thickness. • G1 "GAFGLA 5 Mineral Surfaced Cap Sheat". hot mopped. Ply Sheet: Two or more Byers of Type Incline: 3.1/2 . laocY• ^lies. lire Cos Sheet: C-15 TYP" G3 "GAFGLAS less IiMr. edits. w ood fiber. g wood I . ure - 2. pack: C-I6 /]211o ore or more 1•yar i e /urethan• composite. Insulation (OP composite. D liana, phenolic. wr ate comp G2 a GJ. "Rubuold Torch B composite. e Str pheoo0c, a ny ,yers of a G t. Membrane: One or more layers of 'lluberolJ Torch" (smooth granule). Bete Sheet: Two or more layer• of Typo Plus (granule). or Pus" (peanut.)•'•Ru11•rold Mop" (oft ^ tale) or "'Mohamed hoMomopP.d- Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet". Class C Incline: 1/2 ua- erlite, wo fiber. glass /fiber, laocYanuainuras I. peck: Insulation (Op site. wood fiber anura t hane. ,, n (Optlocya): One or more layers P Ilene, Perlile /IsoeYenur He composite. oed{le/Wethan• composite. phenolic. soy thickness. a G 1 "GAFGLAS Ply �' °r "GAFGLAS Ply e"• Ply Sheet: Sty Shed: "Special iI more layers Bitumen 20 Ibs /aq• Surfacing: ^Cpecial Rooling COAL TAR FELT SYSTEMS yy,.ICHOT ROOFING COAL TAR lira• Incline: 2 Is°ctisnurats, srlia, wood ne: fiber. 2 lib.*, I. pack: lion (O 2 1/ s lte, wood Isocsianurat .ure- alite/ureltun• compo hot Io,sulalton (Optional): One or more I•Yers 4" or "GAFGLAS Ply 6". Ihan9, perlite /itocyanuala composite p c any thickness. • GI "GAFGLAS Ply composite phe nolic. layers of Type Ply Sheet: Three or ma• Y trumped with coal far bitumen. Surfacing: Gravel. COMBINATION 110T ANO COLD SYSTEMS Class A Incline: 2 era par tite, wood litres of glass fiber, 2 In. mss. I. Deck: NC One or more lay �' or "GAFGLAS fliLAS Ply 6". Ply Sheet Three Of O layers of Type G1 "GAFGLAS Ply at 1.1AF L S Ply acing: G u n y more lay o 1 IsocYm^ ^rat•• ure• Surfacing: Grundy Industries " +1 MB Aluminum Roof Coating lass fiber, 2. peck: NC rule. wood lib"r, g wood fiber /isocyenurate anuat9 composite. polite/urethane C001$1131310. Insulation (Optional): One or mare I +Yee thane. Mdiansocy composite. phenolic. any 11dckness. • G1 " GAFGLAS Ply e or "GAFGLAS Ply 8'• Ply Sleet: Three or mare I"Yea of TY 3 gal/sq. Incline: 1/2 Surfacing: •'Wealh•r Coal Emulsion 4 In.. hot mopped. slam. 3. Deck: NC Ply Insulation: Any UL Clessll "d gravel star R ". awl surfaced Class t moppet glass )fiber ma Ply Shoot: Any Class 8 Incline: 2 bocyanurale, ur•- I Deleted. polite. wood fiber. Glass fiber. 2 . neck: C•16/3 Insulation (Optional): One or mom )sears D LOOK FOR MARK ON PRODUCT '1 r • •IIALS (TEVT) :U)— Continued i 12 dry milt). Incline: 1.1/2 n. 6499 applied at 1.2 gal/sq. pa •police al/ sq. (14 (by mils). Incline: 1/4 •m 251" or "Poly loam 303 ", 1 In. min. .aging (various colors) applied al 1-3/ g.V .q /application. JA 65" Series (various colors) applied at 1 (1 2 dry mils). Incline: 1/4 01 261" or - Polyloam 303".1 in. min. s". 1 gal /sq/application (12.24 dry mils) ,copes UA -60" applaud a1 1.1/4 gal/sq ill Incline: 1/e m 251" or "Pnlyloam 303 ". 1 in. min. 350", applied al 1 ual /sq /appliution or 3 dry mils). applied 1 gat/sq (12 dry mils). Incline: 1/2 n 25 1" or ••Polylnam 303 ", I In. min. 360 ", applied at 1 0a1 /sq/application or 3 dry mils). 'milled 1 gal /sq (16 dry mils). Incline: 2 281" or'•Polyloam 303 ", 1 In. min. 7 dry mils). J dry mils). Incline: 1 n ett. R1306 (NI utilised as an enemas to Type G2 bass . ROOFING ASPIIALT Uas• Shiro") is a suitable alternate lot "t ;AFGLAS Ply 6 ") In 11w Class A. U or C all glass mat base sheet "GAFGLAS Sus- Ply) for gala le decks ". Performed to be lib down. k FGLAS #75 B•s• Sheet' or "GAFGLAS •d for G 1 asphalt ulass fiber ply sheet ply in she lullowinf systems. nee or mechanieelly las•ned. peed or mechanically fastened. u in any 01 1109 Class A. 8 or C sys- erlite" or any other UL Classified polite any of IA. Class A. 8 or C systems list- able 10 bet included as • deck In the fol. :a A. 8 ar C systems does not ad ly acceptable alienate for insulation over in. patina bawd and deck with rosin ps- ones fur isocyanuuts hood In Ore (ul• and "GAFTEMP Composite A" may b• wing Classifications. modified bitumen membranes. ' ncline: 3 od fiber. glass fiber. Isoeyenurate, lira• 0e composite, wood libedisocyanutele AS Ply 4" or "GAFGLAS Ply 6 ", hot meth's: 2 od lobe:. glass fiber. Isocyanoat•, we- • cornposne. wood lib.* /isocyanuate y e" or "GAFGI AS Ply 8". aced Cap Sheol". •noDUCT i1C Test Procedure Client: Arguelles & Arguelles 9455 S. W. 78th Street Miami, Florida 33173 Att. Mr. Daniel Arguelles IL Imm TESTWELL CRAIG LABORATORIES & CONSULTANTS, INC. 3731 S.W. 47th Ave. #401, Davie, Florida 33314 Phone: (954) 584 -4475 - Fax: (954) 584 -3887 Project: 326 N.E. 94th Street Tech. R. Finns Miami Shores, Florida Permit #: 41660 Tile /Manufacturer: Coma Cast, concrete, flat Test Required: South Florida Building Code Protocol PA 106 -95 Project Description CERTIFICATE OF TEST AND ANALYSIS Date: 12/3 Lab #: ABM: -57 The structure tested was located at the above listed address. The roof had been set with approximately 20 squares of roof tile. Tile Description The tiles were a mortar set, concrete, flat, roof tile manufactured by Coma Cast, product control approval # 94- 1222.05. The roof was first examined for loose tile by lifting seventy (70) field tiles and ninety (90) corner and perimeter tiles. Forty five (45) single tiles, were randomly selected and tested. Twenty five (25) tests were conducted in the field area, ten (10) in the perimeter area, and ten (10) in the corner areas. The single tiles were subjected to a concentrated uplift force measured with a manually operated, Chatillon mechanical dial push /pull gauge, series DPPH. The gauge was connected to a steel "L" shaped angle that was inserted under the nose of the tile and gradually pulled upward until reaching the required test pressure of 35 lbs. +/- 5 lbs. As the load was applied, observations for failure of the component and the attachment, if any, were recorded. Tests were performed in respective order as illustrated on the attached sketch. TESTWELL CRAIG LABORATORIES & CONSULTANTS, INC. Client: Arguelles & Arguelles Project: 326 N.E. 94th Street Miami Shores, Florida Permit #: 41660 Completion Date: > 30 days as per client Required Testing Force: 35.0 ± 5 lbf. Anthony G. Porcello President ' Ad* Date: 12/11/97 Tech. R. Binns Lab #: ABM -57 Comments: The above listed test meets the South Florida Building Code, Protocol PA 106 -95 static uplift test criteria. During the initial phase of the test, eleven (11) field and seven (7) perimeter tiles were noted loose and ten (10) field tiles were noted broken. The broken tiles appeared to have been caused by traffic on the roof for painting the chi eys. The Protocol PA 106 -95 test reported in report No. ABM -57 has bee per Armed in full accordance to the requirements of Dade County, wit o /d v'ations. Syed 1 - a man, P.E. eg State of Florida # 50640 is -k .9-2 Field Field Perimeter Corner 1. pass 19. pass 1. pass L. pass 2. pass 20. pass 2. pass 2. pass 3. pass 21. pass 3. pass :3. pass 4. pass 22. pass 4. pass 4. pass 5. pass 22. pass 5. pass 5. pass 6. pass 23. pass 6. pass 6. pass 7. pass 24. pass 7. pass 7. pass 8. pass 25. pass 8. pass B. pass 9. pass 9. pass 9. pass 10. pass 10. pass 10. pass 11. pass 12. pass 13. pass 14. pass 15. pass 16. pass 17. pass 18. pass TESTWELL CRAIG LABORATORIES & CONSULTANTS, INC. Client: Arguelles & Arguelles Project: 326 N.E. 94th Street Miami Shores, Florida Permit #: 41660 Completion Date: > 30 days as per client Required Testing Force: 35.0 ± 5 lbf. Anthony G. Porcello President ' Ad* Date: 12/11/97 Tech. R. Binns Lab #: ABM -57 Comments: The above listed test meets the South Florida Building Code, Protocol PA 106 -95 static uplift test criteria. During the initial phase of the test, eleven (11) field and seven (7) perimeter tiles were noted loose and ten (10) field tiles were noted broken. The broken tiles appeared to have been caused by traffic on the roof for painting the chi eys. The Protocol PA 106 -95 test reported in report No. ABM -57 has bee per Armed in full accordance to the requirements of Dade County, wit o /d v'ations. Syed 1 - a man, P.E. eg State of Florida # 50640 is -k .9-2 ........ •• 1 so co 1 1MST*ELL CRAIG LABORATORIES & CONSULTANTS, INC. Client: Arguelles & Arguelles Date: 12/11/97 Project: 326 N.E. 94th Street Miami Shores, Florida Permit #: 41660 4.. 17P 7c 1 .......... 1 11 1 1" I I I 1 1 111 11111 1 1 , 1 1 1 1 . 1 iN` ' 1 ' ' I ! . 111 i 1 • 11111 I 1 1 i 1 i 1 ....1 , 1 I • , • , i 1 . . 1 ....Li lc Tech. R. Binns Lab #: ABM-57 I 1 IX 1 1 4 . r I I ° I • I ‘. ! A 1 X 1 1 A , r 1 1 • 1 1. .. -1. .. X2.5 1 tc 1 . 1 1 . , • t • I x I. I.. " I. 16 HI 1 I 1 i • ... 1 , , . , , 1 , , . I I! tt 1 .. 1 ; 1 , , 18 1 t i .1.... 1 I Ati..6"1 1 : 1 1 1- 8,1 1 ., 8 , 1 . 1 V I 1 ... ...... ....... ....... I.. ..... ......'1..._......I...... ....... .1. .... i i 1 I . . ..... . I 1 1 1 i ! I I- 4 1 '..1 . .1. . 1.. 1 . 1 i : 1 .1i • ! : i : 1 1 i 1 1 1 1 1 1 : .1 1 : : 1 1 .1. 1 1 • 1 1 i 1 -• I I 1 I 1 : • 1 ...1.„ . 1 1 . . 1 I 4 . • .. ' •.. ••- •!! 1 . • 1 1 • 1 1 1 I 1 1 i 1 • ""- ' - 1 .. " 1 1 1 1 1 1 1 I 1 • 1 : I . 1 i 1 i 1 1 I I I ' 1 1 • 1 1 ' • 1 : 1 1 , 1 1 . 1 I I 1 1 1 1 1 1 1 i I i 1 1 1 ! : r x 10 t qc Application is hereby wade for the approval of the detailed statement of the plans and specifications herewith submitted for the build - ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address / d/Att- Ud/VOti, W Registered Architect and /or Engineer Name and address of licensed contractor BUILDING INSPECTION DEPARTMENT. APPLICATION FOR BUILDING PERMIT New Building Remodeling Addition To be constructed of Kind of foundation Estimated Total cost of improvements $ 3 790, d0 MIAMI SHORES VILLAGE Location and legal description of lot to be built on: Lot Block Subdivision and Number where work is to be done 3V d NE L/ 5T State work to be done and purpose of building (by floors) /et -ROOF — 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 pIrovisions 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 uhlic notice or notices as are required by the Act. The undersigned agrees to employ only such subcontra 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 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 aced a reerug Permit No. Disapproved (Signed) G Date Date.. Building Ins • ctor C4freletTi / oofi g- Co /L — #4 7? Date..—. .._N.. C.. iY_. , 1972 Amount of Permit $,. 3 ,16 _.. streitff 9y Sr' ..C..... .,,, „ , , ,,,,,,,,, ,,, ,, , :,.,,.,,,,,e ...... — 30i NW 1 5 T : I / q s-i” 64e/ita /9 pY3 / -ve (4/dim sow( Tit --- and for no other purpose. Repairs; No. of Stories / � 2 51Vg Roof Covering.. Cabs d' .SI'/ /A/CCE 711,E l ,2•3 Read, Sworn to and Subscribed before me. PLANNING BOARD DATE Chairman Member Mcrnber Member Member ...... Member Council Approved Date Disapproved NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval the Planning Board. A re fee of $1.00 will be charged when such re- inspection is made necessary by improper notice materials anu /or workmanship. ors, on work to be performed under this Notary Public, State of Florida My Commission Expires to me well known, Date has been obtained from for inspection or faulty BUILDIN INSPECTION DEPARTMEN' APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the det iled stater of the plans and specificaions herewith submitted for the build- ing or o h, : ructure her i described This ri-licabc is made in compliance and con•o'm-ty w.th the Building Ordinance of Mia u Shores Village, or.da, and all pro. isions of the Law, cf the State of kkrid. all o d nances .,f Mi ni Shores Village and all rules and regu a ion, of the Building Div.. t of lam Sho, illage 1- 'I e o ipl.ed with, whether herein specified or not. A copy of approved plans and specificati .nk' must be kei •• at buttding durin progress of tl.e wcrk. Date Owner' Name and Address_____.G.___F..__ Isxm 1 Registered Architect and /or Engineer._. Name nd address of licen•,ed contractor. Location and legal description of lot to be built on: Lot_ Block_._ Street and Number where work is to be done New Building. _ Remodeling_ Remarks_- (Signed)._ STATE OF FLORIDA, COUNTY OF DADE. ss. Chairman - Member Member Council Approved MIAMI SHORES VILLAGE ding Inspector No 326 IDEAL ROOFING & SHEET METAL WORKS, INC. 261 N. E. 73rd Street, Miami Florida Subdivision 326 N. E. 94th Street Addition._ PLANNING BOARD Member _ Member Member Date Disapproved Fob. 14, , 19 55 State work to be done and purpose of building (by floors) Remove roof off garage, Tinoap_ one 30# felt, two 15 felts and &ravel Street-. 24 E. 94th St. . and for no other purpose. No. of Stories_ _ _ 1 Repairs. - X. _ To be constructed of_ ___ _ _ Kind of foundation Roof Cov (ring Estimated ' ;tal cost of improvements $__ 185.00 _ Amount c `. Permit $._ . 5.00 Zone ^ubage required_ __. _plan Cubage_____ Distance to next nearest building__ - _ _ _ __Size of Building Lot Maximum live load to be borne by each floor_ _ . _____ ___ 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 unde signed appli ant for th"s building permit does hereby certify t?iat he understands and accepts his .•bligations as an employer of 1. bor under he Florida Workmen's Compensation Act being S. -tion 5966 Cot p led Gen al Laws of Florida P r anon. Supple vent, and h s compl ed w ;th he prov' :eons thereof, and will require s•milar comp lance from all contractors or sub - contractors emplo 'ed by him in the wo k to be p rf med under th s permit and ill post or cause to be posted for inspection on the site of the work su :h public notr e or .otices as are requir d by the Act. The ri. -d.r tgn.-d agrees to employ only such abcontr- ctors, on work to be perform d . der this permit as are licensed by M am, Shores \ it : ge. IDEAL ROOF G fic MEET MET WOR KS, INC. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- pearcd .to me well known, and who, being by me first d. ly sworn, upon oath depoees and says that he is the _._ __ ________________ of th abov de .l ibed • lstru ction. t.. • h has cai,eially reed the foregoing application, and that he did sign the same, and that all facts therein by him stated are tr le. Permit No .__ Date__ _���'_. Read, Sworn to and Subscribed before me. Disapproved � r Date_// 1/ ( Signed) ---- _ -- __ -- _ Notary Public State of Florida My Commission Expires_ _._ _____ ___ _________ DATE Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application the': approval h been obtained from the Plant. ng Board A re- inspection fee of $1.00 will be charged when such re- inspection is nic.ie necessary by improper notice for inspert'or or fa. rty materials and /or workmanship. Date /&/ 6:0 State # Architect /Engineer Bonding Company Mortgagor Permit Type(circle WORK DESCRIPTION Signature of /o Date: 1/..) / 3W / &94L My Commission Expires.:. IYw! FEES: PERMIT 1' APPROVED: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE •� Job Address ��2 /(� ,s7 Tax Folio r' Legal DescriptionLG 7 �. �or to ) ,/ < 44 , ►, S46453. ,��Nkl X Master Permit 4>`,56/ Phone 7 7 — 7C e.34 2 ,Q u�t Owner / Lessee / Tenant t 77 Owner's Address 32 4. 4/6• 9 4 S / Contracting Co ,Eye /G� �tr 6Z oei� Address 7 231 7 �� Qualifier 4l CG�/ "�/� /� /> SS# Phone # / Municipal # Competency 7 Address //l) 1( Address w�Z Address one): BUILDING ELECTRICAL PLUMBING MECHANICAL OOFINGI PAVING PENCE SIGN "-eOo c 2 �a �,/d47, DL 7 ' „6"...).4.-7-4.),D ".ce ' Square Pt. Estimated Cost(value) . !?•.><:)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 complia. - - 1 applicable laws regulating co • ruc''•n and zoning. Furthermore, I authorize the a•�• - contractor to do the work stat and /or Con •• President ?3 Notary as to Owner and/or, Condo President VIVIAN COLLINS MY COMMISSION 11 CC286696 EXPIRES November 16, 1996 BONDED THRU TROY FAIN INSURANCE, INC. ** * * * * * * * * C.C.F. Fire Zoning Buildin RADON F) Sign Dat =. Ins.Co. u e of Contrac or Owner- Builder Notary as to Contractor or Owner- Builder My Commission Exp. 0 . :, VIVIAN COLLINS 5 '4% ;,.. MY COMMISSION # CC286696 EXPIRES p ; u " November 16, 1996 ;,.,.: ••� of F�Q:� BONDED THRU TROY FAIN INSURANCE, INC. * * * * * * ! * * j * �jj� NOTARY TOTAL DUE ` ' �°'"' Other Electrical Mechanical Plumbing, Engineering • V? GAFGLAS® Specifications N- B- 4- C, /P6. and N -B -4 -C North, South, and West Zones Nallablo docks up to 8 inches per loot stops. except for lightweight Insulating concrete docks which are limited to a maximum slope of 1" por foot. Wood, plywood, poured gypsum, precast gypsum planks, other acceptable precast natable docks. For lightweight insulating concrete, see page 8, Matailalt Sheathing' paper ({ ply, It required) • , GAFGLAS Base Sheet :;.;: ;` • GAFGLAS Ply (3 Alles )' : Rookng.A'sphalt • Interplles Surface Coatlriq `!, ,GAF special Roofing Bitumen:`':'.; Grundy, . Flbere Alunilnym Coatln GAF WEATHER OAT E muislort Specifications General Application recommendations detailed on pages 17 -20 shall apply In addition to the following recommendations and spociticallons, Application of Roofing Membrane 1. Over entire surface, lay ono ply of sheathing paper where appl icable. Lep each sheet 2 inches over preceding sheet, . Nail sufficiently to hold in place. 2. Starting at the low point Of the roof, nail one ply of GAFGLAS Base Sheet, lapping each shoot 2 Inches at edges and not less than 6 inches at end laps. Nall along lap of base ply at intervals not to exceed 9 inches and stagger•nall down center of shoot in two rows with nails spaced at 18 Inch intervals In each row. Uso fasteners with intogral motal heads at least 1 inch In diameter or square that are recommended by GAF or the dock manufacturer. (See.'Special Instruction 12' below.) 3. Starting at tho low point of the root, mop three pilos of GAFGtAS P y shingle fashion; lapping each shoot 24 3/4 tnchos ovor preceding sheet; solidly mopped to tho underlying halo shoot to provklo lour plios over the entire roof area Asphalt Roqulrements Interply moppings of GAF Rooting Asphalt must be applied In a continuous film and shall consist of approximately 25 pounds per 100 square foot of root area with a tolerance not to exceed 20% plus or minus. The appropriate asphalt for the slopes Involved must bo used. Slope per toot On slopes up %) inch per foot, Rat ASTM Typo II may be used except In Florida, Texas, New Mexico, Arizona, and California. Surfacing Over the entire surface, apply a uniform coating. Grundy flbered Aluminum Coating, GAF WEATHER COAT" Emulsion or GAF Special Roofing Bitunien may bo used for surfacing. (See 'Coatings for Smooth Surfaced Roof Systems' pogo 20.) Special Instructions 1. Soo recommendations for use over gypsum docks on page 8. • ... • 2. Acceptable GAFGLAS Baso Sheets Include: GAFGLAS STRATAVENT* (Vent Ply) for Nailabie decks (required for freshly poured gypsum decks), GAFGLAS 115 Base Shoot, GAFGLAS" PLY 8', and GAFGLAS Pty 4, For wood decks, and structural wood fiber decks if GAFGLAS Ply 4 or PLY 6 Is used as abase sheet, sheathing paper Is requlrod. 3. See 'Nailing ol.Base Sheet; page 24. . . . 4. For roof slopes of 1 Inch per foot or more, all Plies must be back•nalted 4 Inches In from the bolt edge. see 'Installation on Steep Roofs,' page 9.. UL Classification 3uliitrste : WOO UL deli A : • B. Sui11otnp ' GFAC _ GWCE GWCf ' GSRB Asphalt Type Ste op ASTM 'hypo NTaS ASTM Type iV UL Chart Key 1. Surfacing GFAC . Grundy Fibered Aluminum Coatinf;l GWCE • GAF Woathor Coat Emulsion GSRB • GAF Special Roofing Bitumen: 2. Substrate a ; C • Combustible and Noncombustible ' ; Combustible • Wood planks, boards. etc., plywood ;(min.15/32 Inch thick- ness), oriented strand board (min. 1/2 Inch thickness).:, NC • Noncombustible only ;:. Noncombustible Steel, poured or precast structural Concrete, lightweight Insulating concrete, gypsum, structural wood fiber, ate 3. Slope Maxlmum slope allowed; In inchesper toot. • ,