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443 NE 95 St (6){ Date 1 Job Address 1 14 Ate a5 ,e Tax Folio // — 3206 -- 0/4i — 0620 Legal Description , Chad') Historically Designated: Yes L No OO wn?[LessecITenant rYl in xn i Shorrs I / t , Master Permit # 7 3 t 2, Owner's Address ' !h 0 Pans c C J Q Phone Contracting Co. OW 01 It 4 Address 9 3 0I RE e COtj Sum A -!N Qualifier . Tama P. ObcAithg ss# Phone 75-2 State # 12 L )Q( Municipal # Competency # bL5 4 Ins. Co. Architect/Engineer Address Bonding Company N Address /� ) Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL ` PLUMBING M ECHANIC- -ROOF IPA VLNG FENCE SIGN WORK DESCRIPTION fear I!I'f -- m al jT i � roof 91 .S L 01- I r i - w/I. crtor 1 Xcti 1 1 &- -i► !i 9 Square Ft. a3 , 5 Estimated Cost (value) I I 1 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 Ell 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 - he foregoing information is accurate and that all work will be done in complian t,. with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the wor ted. ft re of owner or Condo President Notary as o Owner a1 My Commission Expires: r FEES: PERMIT PERMIT APPLICATION FOR MIAMI SHORES VILLAGE RADON APPROVED: TOTAL DUE Zoning Building D Joitt7 Electrical Mechanical Plumbing Structural Engineer C.C.F. tore of Contractor or Owner - Builder Da ature AirdiatL41- Notary as to Cop por or Owa4et *1dar '` " to My Commissi ti ire§: :• NOTARY �� • C i i td . :7 BOND J.. Nu! ILL OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION v PERMIT NO. TAX FOLIO NO I - 320(, -- y -0k22.0 STATE OF FLORIDA COUNTY OF DADE THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and in accordance Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement 1 Legal description of property End street address 2. Description of improvement: 3 Owner(s) name and address Interest In property: Name and address of fee simple titleholder 4 Contractor's name and address kUODC — MO IS et1 4111 rile mtoxni, Shom BApirsf MCou -Q .' J R 5 Surery:(Payment bond required by owner from contractor, if any) '. ',71TE OF FLn .DA, COUNTY OF DADE Name and address. I 't c.T :,dr this run opy of fho •°,p a76Jr3 ., '.: �F °:o 0 euy o¢ Amount of bond $ p. 19 6. Lenders name and address I �;rat��.d; r :r K 7. Persons within the State of Florida designated by Owner upon whom notices by Section 713.13(1)(a)7 . Florida Statutes. Name and address: 8. In addition to himself. Owner designates the following derson(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1 Florida Statutes. Name and address: 9. Expiration date of !!;is,Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) MpitIc f3(I1 A. &veture of Owner y, Print Owners Name / //IIGK- Jb Sworn to and subscribed before me ( Notary Public Print Notary's Name My Commission Expires: 443 A 954 mouti Shore, FL ()beau), Roof IN? 9301 ) E 40 Cttu Sua. A - /D/ day of 196.. of 99R450979 1999 AUG 27 13:21 wl;h aunty Coo•0 � . d . °.0 �. o cu ents may be served as provided Prepared by `YWY�l } Address 10q /y(atitf3IA) Jt I t' ( U_11r11 PL Contractor's Name: ta, P100 ROOF CATEGORY 6?‘ (Low Slope Application) ❑ (Nail-On Tile) (h' ortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof 1 Re-roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft d 111 Slo Roof Area (ft 1 a1 0 , Total (ft Q Master Permit No. Exposure category (per ASCE 7-85): - e-C Building Classification category (per E 7 -88 table 1): i. Ft. Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. ROOF HEIGHT AND SYSTEM DETAILS t (Draw details as needed) �,�J , G� L l e e %2dm/ /7* „1/6/p�_‘1 µ ZG vo . q ¢ .r- &clue leokeetee Ar-sr‘ A —444c G t40 .r 7.1" td Deck type: WO Fastener Type:1(if /q" ' N tptp ATTACHMENT SPACING • a ' 11 � ! a K N Field: 7 4 Z Perimeter: u Corner: to r6 A J 1 D9AIL1&2 S - i 1 - -w J(O Job Address: 4L,3 N C e ) 45& �.( UI Page -1 r r r ROOF PLAN 1� Y Ca CII GK(4 (( 7 77 o C. 73 Deck type: Underla,yment: • M r.A.. I iCM 1 /,, truulatlon: Futencr type di spacing: ioor *Lori D E T A 1 L 3 X X (Aerod M uhii X � (Acrod M ultiplia): ` ) SLOPED SYSTEM DESCRIPTION (Pmaxl (Pmax? _ (Pmax3 X A (Aerodynarruc Multiplier): ' ) - Cap Shcct: Root Covering: Page -2 Drip edge: TILE CALCULATIONS M r4.2' = Mrl 3: ' G PCA: //t9 - M P = M, 11. PCA: = 3 ( / -ti(1 PCA: PROCESS No ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade Counry Product Control Notice of Acceptance -Cover Sheet a) Specific System Descnpoon b) Specific System Ltmltaoon c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals 6 vo% e-otr z -- /2 i(ev hk a/7,4 4/v' ' 1 APPENDIX "F "KEQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) 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 34 are for the purpose of roviding 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 pan 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 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system) N 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. 5104 APPENDIX "F" 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 SFBC provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance: 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 service life of the ioof. Owner's/Agent/Signature Signature 8 /Zii/4q Date >'J ontractor's Signature PRODUCT CONTROL NOTICE OF ACCEPTANCE Monier Lifetile LLC 135 N.W. 20 St. Boca Raton, FL 3343 1 Your application for Product Approval of: Monier Lifetile Nail -On, Mortar Set or Adhesive Set "Atlantis Shake Or Slate" Roofing Tile 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 Professional Service Industries, Inc.. has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2 -8 and the standard conditions on page 9. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 98- 0604.01 Renews No. :95- 0322.06 EXPIRES 08/27/98 THIS IS THE COVFRSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITION$ BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Office and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. n ;, / T / / ,. �Cha rlesber, P.E. Director Building Code Compliance Dept. 1 APPROVED:8 /27/20(T!". 1 Metropolitan Dade County Raul Rodriguez Chief, Product Control 04/16.99 FRI 09:37 FAX 561 338 5381 r r•--- i MONIER LIFET. LE LLC fiat: Monier Lifetile LLC 135 NW 2O" Street Boca Raton, FL 33g1 Caevocy: Suf -L ate orv: Sub - Ttipe: Product Monier Lifct.le Atlantis Shake Or Slate Tile Trim Pieces Product '30 Fel; 043 Coated Base Sheet Mineral Surface C p Sheet Sainoroof TI PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFTNC SYSTEM APPROVAL Prepared Rooting Flat Profile Tile Nail- on/Morcar Set/Adhesive Set Concrete TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Tut Dirnensto�ts Specifications t = 15" PA 112 w 10 3 /3" 1 thick 1= varies w n varies varying thickness TRADE NAMES OF PRODUCTS MANUFACTURED OTItERS Dimensions N/A N/A N/A 30° x 75' roll 36" x 75' roll Of 60 "x75'roll Mt1NIER LIFETILE Test S p ecitica� ions ASTM D 226 type II ASTM D 2626 ASTM D 249 PA 104 Paue2 Product Control No.: Approval Dote: Expiration pate: Product Description Flat, interlockir.g, extruded concrete roof t equipped with two nail holes. For direct deck ■ a, rrwrtar or adhesive set applications. PA 112 Accessory trim, concrete roof pieces for use at hips, rakes. ridges and valley terminations. Manufactured for each tile profile. Product Description r NIscnytaeturer Saturated organic felt to be generic used as a nailed anchor sheet. Saturated and coated organic base sheet for single or double ply undertayment. Mineral surfaced asphalt roll roofing for use as a top ply in a double ply underlayme. ^.t system. Sinie ply. nail -or. underlayment with 2" sel adhcring top edge a.� MEDITERRANEAN 003 Product Control No 98- 0604.01 98- 0604.01 Au!ust 27,199$ Ate; ust 2L2001 ;eneric generic Protect -O -Wrap, inc. with current PCA - iMONIER LIFETILE LLC Shield Tile Nails Tile Screws Roc.f Tile Mortar (" T; ieTiteTM ") Roof Tile Mortar ("Quikrete® Roof Tile Mortar 41140") Roof Tile Nitortar ("8ONSAL® Roof Tile Morita Mix") Roof Tile Adhesive (PolyproG AH160) Hurricane Clip & Fasteners min. 13d x 2 or min. 10d x 3" NS x 2'/-," long 0.333" head dia. 0.131" shank dia. 0.173" screw thread dig. N/A N/A N NIA clips min. 'W width min. 0.060" thick Clio Fasteners min. 3d x 1'4" Test Ar Tat Identifier Red(and Technologies 7161 - 03 Appendix II( The Center for Applied Engineering, Inc. 94 -034 PA 1 1 4 Appendix E PA 114 Appendix E PA 123 PA 123 PA 133 PA 114 Appendix EVIDENCE SUBMITTED Page 3 of 9 underlayment for use as a cop ply in a t•rO ply undertayment system with Approved :30 or 43 as the base layer. Corrosion resistant. screw or smooth shank nails. Corrosion resistant. coated. square drive;, galvanized. coarse thread Wood strews Prepared mortar mix designed for mortar set roc tile applications. Prepared mortar mix designed for mortar sec roof tile applications. Prepared mortar tr. designed for mortar set roof tile applications. PA 110 Adhesive designed for use in roof tile applications. Corrosion resistant E bronze. aluminum, stainless steel. galvanized steel or plastic attachment clips for supplemental tile arachtnent. Clips are installed with corrosion resistant roofing nails compatihle with the clip. A hurricane clip is required cn all nail -on cave tiles. Test iN;iuic /Rcpnre Static Uplift Testing PA 1 PA 102.E IO2(A) PA 10 ( Product Control No 93 Static Uplift Testing with currcnt PCA generic generic Bermuda Rc'of Company, Inc with current PC.A Quikrete Construction Products with current PCA W.R. Bons& Co. with current PCA Potyfoam Products. Inc. with current PCA generic t).ite Drc :991 May 1994 f211 4u!caga R.RC Rooting Product Control Examiner ivtO`IER LIFETILE LLC SYSTEMS Deck Type: Wood, Non- insulated 19 Deck Description: New construction / or greater plywood or wood plank. SYSTEM B: Direct Deck Application Slope Range: 4 ":I2" to 7 ":12" Note: System B is only acceptable in this slope range. Underlayment: Install underlayment system in compliance with Dade County Application Standard PA 118. Rooting Tile: Install tile in compliance with Dade County Application Standard PA l IS. (See "Data for Attachment Calculations" included in this Approval.) �s Comments: I. For re -roof applications, / plywood is an acceptable substrate. SYSTEM D: Slope Range: Undcrlayment: Rooting Tile: Comments: SYSTEMS Deck Type: Wood, Non - insulated Deck Description: New construct / or greater plywood or wood plank. Mortar or Adhesive Set Application 2,, :17,' to 7":12" Note: System D is only acceptable in this slope range Install underlayment system in compliance with Miami -Dade County Application Standard PA 120. (See System limitation M5.) Install tile in compliance with Miami -Dade County Application Standard PA 120. (See "Data for Attachment Calculations" included in this Approval.) I. For re -roof applications. / plywood is an acceptable substrate. Pale 5 of 9 Product Control No 98- 0604.01 Frank Zulua�,a RRC Roofing Product Control Examiner f Table 1: Aerodynamic Multipliers - X (ft') from PA 108 Testing Tile X (ft') X (ft') Profile Batten Application Direct Deck Application Bermuda Flat Flat Tile N/A 0.24 Tile Profile Monier Bermuda Flat Tile Tile Profile 'Monier Bermuda Flat Flat Tile uu:\it,x L1rt11L1 DATA FOR ATTACHMENT CALCULATIONS Table 2: Restoring Moments due to Gravity - M (ft -Ibf) from PA 101 Testing 3 " :12" or 4 ":12" 5 ":12" less 5.20 5.01 5.12 Tile Application Mortar Set Adhesive Set Page 11 of 13 Product Control No.: 96- 0528.06 6":12" 4.89 Attachment Resistance 39.00 118.90 7":12" or greater N/A Frank Zuloaga Roofing Product Control Examiner J Table 4: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) from PA 101 Testing Lfi12 Table 2: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Nail -On Systems' Tile Profile Tile Application Approved Nails Approved Screws Approved Field Clip With: Approved E:ive Clip With: I nail 2 nails I screw 2 screws 1 nail 2 nails l nail 2 nails Monier Lifecile Atlantis Shake Or Slate Direct Deck 9.80 13.80 30.80 51.70 24.30 35.50 19.00 - 31.90 Table 2 -A: Attachment Resistance Expressed as a Moment - iii f (ft -Ibf) For Nail -On Systems' Tile Profile Tile Application Two (2) IOd x 3" long nails dottier Lifecile Atlantis ,Shake Or Slate Direct Deck New Construction (min. 19 /31" plywood) 65.50 Direct Deck Recover /Reroof (min. 1) /32" plywood) 50.30 03.11499 THU 17:24 1-:x.1 oul .goo JJJl • MOtNIER LIFETI:LE LLC Product Control No 98- 0604.01 Tile Profile Monier Litetile Atlantis Shake Or Slate Tile DATA FOR ATTACHMENT CALCULATIONS Table 1: Aerodynamic Multipliers - ti (ft X (ft Direct Deck Application 0.24 Data noted in Table 2 is for install with a 3" ile ea al), Approved screws are as noted in the 'Trade Names of Products Manufactured By Others' and 'Profile Drawings' sections of this Approval. Clips on eave tile are not required for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. 'Tile installation with a 4" headlap using two (2) Approve 1 Od x 3 l ong . ring shank nails installed in manufactured holes located 21/2" from the head of the tile. Clips on eave tile are not required for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. Tile Profile Monier Litetile Atlantis Shake Or [Slate Table 3: Attachment Resistance Expressed as a Moment - 1 I -Ibf) for Mortar or Adhesive Set Systems Tile Application Mortar Set Adhesive Set Pale 7 of 9 Attachment Resistance 39. I IS 90 Frank Zuloaga RRC Rooting Product Control Examiner 03.'11.'99, THU 17:22 FAX 561 338 5391 • 1 MONIER LIFETILE L.LC Product Control No 9S- 0604.01 SYSTEM LIMITATIONS ! . Fire classification is not part of this acceptance. MONiIER LIFETILE ?. The standard minimum roof pitch for Monier Lifetile's "Atlantis Shake Or Slate ", low profile tile, shall comply with Miami -Dade County Roofing Application Standards PA 118 and PA 120, depending on the method of installation. 3. For nail -on applications, fasteners for mechanical attachment of tiles shall have a head diameter larger than that of the pre - Formed holes in the tile. System installation shall be in compliance with the system specifications outlined in this Product Control 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. The tile profile listed herein has been tested for both wind characteristics and static uplift performance , therefore. attachment calculations for installation in compliance with PA 1 1 5 or PA 127 shall be done as an 'Moment Based System' For mortar or adhesive set tile applications, a field static uplift test by a Dade County accredited testing agency, in compliance with Miami -Dade County Protocol PA 106, shall be performed. 6. For tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch unless stated otherwise by the underlayment material manufacturer's published i :er ature. All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. Applications for roofiig permits shall include a completed Section 11 of the Uniform Building Permit. a copy of Monier Lifetile'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 for the required fire rating. 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. Page 6 of 9 Frank Zuloa,a RRC LIFETTLE LLC Profile Drawing 1 .. 1 1 " ,..• .-„-, .•••• -•.• ,.•••• 1 " •• .._.•••' MONIER LIFETILE ATLANTIS SHAKE OR SLATEILLE Page 3 of 9 Product Control No 93-0604.01 z• o a :la R Root Product Control Examiner 03, 1199 THU 17:27 FAA 561 338 5391 1111..01th LirciiLL • MOtiTER LffETILE LLC Product Control No 98- 0604.01 Monier Lifetile Roof Tile ACCEPTANCE NO.: 96- 0528.06 135 N.W. 20'" St. APPROVED: August 27,1998 Boca Raton, FL. 33431 EXPIRES: August 27.2001 NOTICE OF ACCEPTANCE STANDARD CONDITIONS i Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Metro-Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this Office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Metro -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. A copy of this Acceptance as well as approved drawings and other documents. where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 9. END OF THIS ACCEPTANCE Page 9 of 9 f Frank Zuloaga RRC Roofing Product Control Examiner PRODUCT CONTROL NOTICE OF ACCEPTANCE GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 • Your application for Product Approval of: GAFRuberoid® Modifird Bitumen Roof Systems for Wood Decks under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Co !ruction, and completely described in the plans, specifications and calculations as submitted by: Dynatech Engineering, .Inc., Factory Mutual Research Corporation,, and Underwriters Laboratories, Inc. has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2 -60 and the standard conditions on page 61. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida, Building Code. The expense of such testing will be incurred by the manufacturer. Approved: 11/06/97 1 Acceptance No.: 97- 0804.14 Revises No.: 95- 1003.03 Expires: 11/06/00 Raul Rodriguez t i Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE I This application for Product Approval has been reviewed by thel Metropolitan Dade County Building Code Compliance Office and approved by the Building Code Committee to be used 'n ade County, FI rich under the conditions set forth above. i / ,, , / .-. - Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County Product GAF Asphalt Concrete Primer GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion GAF Premium Fibered Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement GAFGLAS #75® GAFGLAS #80 UltimaTM Base Sheet GAFGLAS Ply 6® GAFGLAS Flex PIyh 6 GAFGLAS Ply 4® GAFGLAS® Mineral Surfaced Cap Sheet TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Dimensions Specification 5, 55 gallons ASTM D 41 60 lb. bags ASTM D 18631 5 gallons 1, 5 gallons 1, 5 gallons 3 sq. roll 75 Ib. roll 2 Sq. Roll ASTM D4601 70 lbs. /roll 5 sq. roll ASTM D 2178 45 Ib. roll 5 sq. roll 45 Ib. roll 5 sq. roll ASTM 1227 ASTM D 28241 ASTM D 3019 ASTM D 34091 ASTM D 4601 ASTM D 2178 ASTM D 2178 76 Ib. roll ASTM D 3909: 'Page 4 o#61 Product Control No: 97 0804.14 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Fibered aluminum coating. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. 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. rank Zuloaga, Roofing Product Control Examiner Product GAFTITE® Base Sheet Fastener and Plate Galvalume Plates NTB Fasteners Polypropylene Plates Ruberoid® 20 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROID MOP PLUS RUBEROID MOP 170FR RUBEROID MOP FR RUBEROID TORCH Smooth RUBEROID TORCH Granule Test 1 Dimensions Specification 1 PA 114 ' Base sheet fastening assembly. 3" and 3 '''A" 3" and 3 %' 1.5 sq. roll 1 sq. roll 103 lbs. 1 sq. roll 87 lbs. 1 sq. roll 102 1bs. 1 sq. roll 103 lbs. 1 sq. roll 105 lbs. 1 sq. roll 87 lbs. 1 sq. roll 102 lbs. PA 114 Round galvalume stress plates. PA 114 Fastener for use in gypsum, tectum and lightweight insulating concrete decks. PA 114 Round polypropylene stress plates. ASTM D 5147 D 5147 ASTM D 5147, ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 Page 7 ofj61 Product Control No: 97- 0804.14 Product Description SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and smooth surfaced. Non -woven polyster mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Frank Zuloaga, Roofing Product Control Examiner Product RUBEROID TORCH PLUS RUBEROID TORCH FR RUBEROID 30 RUBEROID 30 FR Vent Stacks (metal and plastic) GAF Aluminum Emulsion RUBEROID® 109. Roll ULTRACLAD® SI3S 101 lbs. GAF Aluminum Roof 5 gallons Paint GAF Built -Up Roofing Asphalt RUBEROID MOD 60 Ib. kegs - Asphalt RUBEROID MOD 60 Ib. kegs Asphalt L RUBEROID MOD 60 Ib. kegs Asphalt P Test Dimensions Specification; 3 fl sq. roll 93 lbs. % sq. roll 90 lbs. 1 sq. roll 92 lbs. 1 sq. roll 92 lbs. 5 gallons 100 Ib. cartons, bulk ASTM D 51471 ASTM D5147.i ASTM D 5147 ASTM D 5147 ; ASTM D 5147 ASTM D2824, Type I ASTM D312, Types I,11, III and IV Page 8 of 61 Product Control No: 97- 0804.14 Product Description Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. 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. PA 100(A) ; One way valve vent used to relieve ASTM D 1929' built -up pressure within the roof system. ASTM D 635 GAF Vent Stacks are available in metal or plastic. None 1 Mineral colloidal bituminous emulsion with reflective aluminum flakes Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non - fibered. aluminum pigmented, asphalt roof coating Interply mopping and surfacing asphalt SEBS modified asphalt SEBS modified asphalt SEBS modified asphalt Frank Zuloaga, Roofing Product Control Examiner Dekfast Lock Plate 3" x 3 1/4" Dekfast Fasteners #15 Dekfast Fasteners #12 ISO 95+ Composite Asphalt Asphalt Primer EPS Product High Density Wood Fiberboard Pelite/Urethane Composite Perlite Insulation Polyethylene Red Rosin Roofing Nails Dimensions various various various various 4 mil min. various Minimum # 12 Test Specification PA 114 PA 114 PA 110 PA 110 PA 110 PA 110 PA 110 PA 114 Page 11 of 61 Product Description Polypropylene locking plate. Insulation fasteners for concreteldecks ASTM D 312 Type III,or IV Hot asphlat bitumin adhesive ASTM D 41 Asphalt Primer Extruded polystyrene insulation Wood fiber insulation board Perlite / urethane composite • board insulation Perlite insulation board Vapor barrier / Air barrier Rosin paper for barrier layer on wood decks Corrosion resistant annular ring shank nails Product Control No: 97 0804.14 Manufacturer Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) PA 114 Insulation fastener for steel Construction and wood decks. Fasteners Inc. (with current PCA) Polyisocyanurate / perlite Firestone ridged insulation (with current PCA) generic generic generic generic generic generic generic generic generic 4 1 1 • L NamithliF wr `.y 1 uloaga, -- Roofing Product Control Examiner Tin Caps Dens -Deck 1SO 95+ E'NRG'Y -2 I SORoc Test Product Dimensions Specification MB aluminum roof coating #12 Roofgrip #I4 Roofgrip Gripdek Fastener Hexcel Fastener Hextra Standard Plastic Plate Min. 32 ga. x various 1 Product Description Corrosion resistant circular discs. PA 121 Aluminum roof coating PA 110 Gypsum insulation board. PA 114 Insulation fastener for steel or wood decks PA 114 Insulation fastener steel, wood or concrete decks PA 114 Insulation fastener PA 114 Insulation fastener PA 114 • Insulation fastener and • metal or plastic plate 3" round PA 114 - Polyolefin plastic plate various PA 110 Polyisocyanurate foam insulation various PA 110 Polyisocyanurate foam insulation various PA 110 Polyisocyanurate foam / rockwool composite insulation Page 12 of 61 Product Control No: 97- 0804.14 Manufacturer generic Grundy Industries (with current PCA) Georgia Pacific (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex • (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) International Permalite (with current PCA) NRG Barriers, Inc. (with current PCA) NRG Barriers, Inc. (with current PCA) Frank Zuloaga, Roofing Product Control Examiner Membrane Type: Deck Type 1: Deck Description: System .Type Ali): Base Sheet: PIy Sheet: Membrane: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: SBS Wood, Non - insulated New Construction or Reroof " / " or • greater plywood or wood plan decks 72 . Base sheet mechanically fastened. All General and System Limitations shall apply. Product Control No: 97 0804.14 GAFGLAS® #75, GAFGLAS #80 Ultima' Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®; GAFGLAS FIexPIyT"' Base Sheet,GAFGLAS® STRATAVENT® Nailable,' RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 s / 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 sheet in th 4 field. (Optional) One, two or three lies G FGLAS PLY 4® GAFGLAS® PLY 6® PIy or GAFGLAS Flex Ply .6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq.. One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, Ruberoid®!Mop Plus Granule, Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID UltraCladTM SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq.., :: .. .One or more plies of RUBEROID MQP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop•1 : 70 FR;RUBEROID® Mop Plus Granule, RUBEROID® 30, RUBEROID® 30 FR or RUBEROIDO Mop FR or RUBEROID UItraCladTM SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal. /sq. ray 1, „ (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane)' Install one of the following: • . r 1. Gravel or slag applied at 400 lb. /sq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lb. /sq.. • 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb./sq. + 15%o. -45 psf (See General Limitation #7) 'A'. See General Limitation #2. 2 ":12 "; See General Limitation #3. • ) i Page 22 of 61 Frank Zuloaga, Roofing Product Control Examiner Wood Deck System Limitations: 1. Fastener spacing for anchor sheet attachment is based op a Minimum Characteristic Force (F') of 95 Ibf or greater as tested in compliance with Merto -Dade County Protocol PA 105. If F' as tested is below 95 lbf, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Merto -Dade County Protocol PA 105 and calculations in compliance with Metro -Dade Roofing Application Stanadrd PA 117. 1 2 All standard insulation, panel sizes are acceptable for mechanical attachment. When panels are applied in hot asphalt, maximum panel size shall be 4' x 4'. a. Fastener :pacing for insulation attachment is based on a Minimum Characteristic Force (F') of 275 Ibf. as tested in compliance with Merto -Dade County Protocol PA 105 & Roofing Application Standard PA 117. If the fastener value, as field tested, are below 275• Ibf. insulation attachment shall not be acceptable. 3 A slip sheet is required with GAFGLAS FlexPly 4® and Ply 6® when used as a mechanically fastened base or anchor sheet. . 4. '/2 Type X gypsum board is acceptable to be. installed directly over the wood deck.. • Page 57 i 61 Product Control No: 97- 0804.14 Frank Zuloaga, Roofing Product Control Examiner 1 All asphalt shall comply with ASTM D 312 hype III or type IV requirements, and approved by applicant. 2 Fire ratings are determined by a combination of -s ope, deck type and assembly. Refer to current Underwriters Roofing Materials Directory or other fire testing data listed in the testing file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. ., • 3 Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials . Directory and manufacturer's specifications for compliance with design criteria for each project. 4 An overlay and/or recovery board insulation panel 'is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used, install one layer of GAFGJ,ASS STRATAVENT Perforated, laid dry.A base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at Bach 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' ip each ribbon to allow cross ventilation. Asphalt application of either system shall be at i s minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a ma4mum design pressure of -45 psf. Where STRATAVENT Perforated is used over approved isocyanurate foam insulation, the maximum design pressure is limited to - 60psf. 5 All work shall be performed by a contractor licensed to do roofing work in Metro - Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer, and the requirements of the SFBC. 6 The submission of system specifications and details shall accompany the Section II Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control !Approval. The submission of these documents, as well as the proper application and ''installation of all materials shall be the sole responsibility of the contractor. GENERAL LIMITATIONS Page 58 461 Product Control No: 97- 0804.14 Zuloaga, Roofmg Product Control Examiner • Page 59 of 61 Product Control No: 97- 0804.14 7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increase for both insulation and bas? sheet as needed calculated in compliance with Metro -Dade County Roofing Application Stand PA 117. (When this limitation is specifically referred within this NOA, .General Li mitation #20 will not be applicable.) 8 All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Metro - Dade County Roofing Application Standard PA 111 and the wind load requirements of Chapter. 23 of the South Florida Building Code. 9 Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. All details shall comply with the provision of the South Florida Building Code. 10 Fastener spacing for base sheet attachment is based on a Minimum Characteristic Force (F') value as tested in compliance with Metro -Dade County Protocol PA 105. If the fastener values as tested are below those listed in the System Limitations, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from a Metro - Dade County Protocol PA 105 test report and calculations that comply with the wind Toad requirements of Chapter 23 of the South Florida Building Code and Roofing Application Standard PA 117. 11 Fastener spacing for insulation attachment is base+n a Minimum Characteristic Force (F') value of 275 Ibf., as tested in compliance with PA 105. If the fastener value, as field tested, are below 27:5 Ibf. insulation attachment shall not be acceptable. 12 Asphalt moppings shall be with applied with approved asphalt and shall be in compliance with equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 13 Insulation may be installed in multiple layers. Thelfirst layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattem of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive, which shall comply with provision of Roofing Application Standard PA 117 rank Zuloaga, Roofing Product Control Examiner 14 All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 15 In re- covery/re- roofing applications, prior to the application, all existing roof surfaces used as a bonding substrate shall be tested in compliance with Metro -Dade County Protocol PA 124 for uplift resistance. Test pressures shall be calculated in compliance with the wind load requirement:; of Chapter 23 of the South Florida Building Code to the design pressure of the roof. 16 In re- roofing applications, moisture content in an existing roof must be in compliance with Section 3401.10(m), (n) of the South Florida Building Code. 17 Roll good materials shall be stored on end and on aiclean, flat and dry surface. 18 If required, any Factory Mutual Approved vapor barrier in conjunction with 'proprietary or approved adhesives may be used prior to the application of the insulation layer. 19 Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with sections 3401.5 and 3401.6 of the South Florida Building Code for maximum firs. classification. 20 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, corners). No rational'arialysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners, and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) Page 60 of 61 Product Control No: 97- 0804.14 Frank Zuloaga, Roofing Product Control Examiner • GAF Materials Corporation 1361 Alps Roacl Wayne, NJ 07470 1 NOTICE OF ACCEPTANCE STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years.. 2 Any and all ap;proved'products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Metro -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of k:ceptance 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; I, 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 this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revis application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal-of this Acceptance: a) Unsatisfactory performance of this product or process; I 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 Met o -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 A.cceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The: copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be icause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 61 END OF THIS ACCEPTANCE Page 61 (4 '61 Product Control No: 97- 0804.14 ACCEPTANCE NO.: 97- 0814.14 APPROVED: November 6, 1997 EXPIRES: November 6, 2000 Frank Zuloaga, Roofing Product Control Examiner • ROOF COVERING MATERIALS (TENT) 1999 Roofing Mate ROOFING SYSTEMS (TGFU) — Continued NC Incline: 1/4 im: "Poly -Iso" or "Poly -Iso Special" with " Iolyfoam 251" or "Polyfoam r, 1 in. min. ;e Coat: One or two applications "Gacoflex UB- 7050 ", applied at 1 /sq /application or three applications, applied 1 -1/4 gal/sq /application i -32 dry mils). rfacing: "Gacoflex UA -65" Series (various colors), applied 1 gal /sq (12 I mils). k: NC C Incline: 1/2 am: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 3 ", 1 in. min. Ise Coat: One or two applications "Gacoflex UB- 7050 ", applied a t n il/sq/application or three applications, applied 1 -1/4 gal/sq/ a pp 6 -32 dry mils). irfacing: "Gacoflex UA -60" Series (various colors), applied 1 gal /sq (15 y mils). :k: NC Incline: 2 ram: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 03 ", 1 in. min. ase Coat: "GacoSil S- 1000 ", applied at 1 gal/sq (10 dry mils). urfacing: "Gacoflex S- 1000 ", applied Incline` /iq (10 dry mils). do NC oam: "Polyfoam 251" or "Polyfoam 303 ", any thickness. • urfacing: "Gacoflex Ure- Shield 7007 ", dry 2mils. d: NC oam: "Polyfoam 275 ", any thickness. lase Coat: "Gacoflex A- 6211 ", 1 -1/2 gal /sq (14 dry mils). surfacing: "Gacoflex A- 6200" series (various colors), 1 -1/2 gal /sq (14 fry mils). ,ck: NC Incline: 2 Foam: Polyfoam 251, "Polyfoam 275" or "Polyfoam 303 ", any thickness. ed at 1 Base Coat: One or two applications "Gacoflex UB- 7050 ", app gal/sq. /application (16 -32 dry mils). Surfacing: One application of "Gacoflex A -E.5 Series" (various colors), applied at 1 -1/2 gal /sq. (15 dry mils). eck: NC Incline: 1/4 Foam: "Polyfoam 251 ", "Polyfoam 275" or "Polyfoam 303", dry Base Coat: "Gacoflex UB -64," applied at 1 -1/2 gal /sq. ( 18 ry ). Trowel Coat: 30/60 mesh crushed walnut shells mixed at a rate of 5 lb /gal with "Gacoflex UB -64," applied at j 1-1/2 ga /q the broadcast "Gacoflex UB -64 ", applied at 1 -1/2 gal/sq (18 dry by application of 30/60 mesh crushed walnut sells applied at 7 -8 lb /sq. Surfacing: "Gacoflex U -66 ", applied at 1/2 cal /sq. (6 dry mils). MATERIALS CORP R1306 161 ALPS RD, WAYNE NJ 07470 BEROID 20" or "RUBEROID Modified Base Sheet" may be utilized as an Bate to Type G2 base sheets in any of the following Classifications. thick (min) gypsum board or 1/4 in. thick (min) Georgia- Pacific Deck®" overlayment board may be used in any existing noncombustible ssification. When this is done, the resulting roofing system is ble for use over combustible (15/32 in. min) roof decks. The joints in um board and overlayment board are offset: 6 in. with the joints in the polystyrene is part of the roof system, it must be placed below the ent board. multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to Deck" in hot asphalt. ' LAS tovervnon Base as a roof lAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" on in any of the following systems. . ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT - G2 asphalt glass mat base sheet ( "GAFGLAS t Base Sheet" or " GAFGLAS mimum Base Sheet ") is a suitable alternate for Type G1 asphalt glass ly sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") in the Class A, B or C roof indicated below. .f deck may first be covered with a Type G2 asphalt glass mat base "GAFGLAS Stratavent (Vent -Ply) perforated" or "GAFGLAS Stratavent Ply) for nailable decks ". Perforated to be mopped and nailable to be nically attached granule side down. option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base "GAFGLAS #80 Premium Base Sheet" or "GAFGLAS Stratavent (Vent -Ply) Table decks ") may be substituted for G1 asphalt glass fiber ply sheet LAS Ply 4" or "GAFGLAS Ply 6 ") as the nailed base ply in the following in ply or base sheet may be solid mopped, spot mopped or mechanically otherwise indicated, all insulations may be mopped or mechanically 1 Systems Directory ROOF COVERING MATERIALS (TEVT) 141 ROOFING SYSTEMS (TGFU) — Continued "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below.. When "perlite is referenced, this includes "GAFTEMP PERMALITE®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C- 15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and, deck with. rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "GAFTEMP Isotherm RA ",., "GAFTEMP Tapered Isotherm RA" and "GAFTEMP Composite A" may be substituted for any isocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. Class•A, B and C. Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane; perlite/isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type 61 "GAFGLAS Ply 4" or " GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel Incline: 2 2. Deck: C -15/32 Insulation (Optional): One or' more layers perlite; wood fiber,. glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic; any • thickness. Ply Sheet: Three or more layers Type G1• "GAFGLAS Ply 4" or "GAFGLAS Ply 6". Cap Sheet One layer Type G3 GAFGLAS Mineral Surfaced Cap Sheet". . Deck: NC' ' - Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, pe P in urethane composite, wood fiber/isocyanurate composite, phenolic, max. Ply Sheet: Two or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 " Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet". 4. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. Incline: 1 eck: C -15/32 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base. Sheet One layer of Type, G2 "6AFGLAS #75 Base Sheet" (may be nailed). - - • . ' Ply Sheet: One or more Layers of Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". • . Cap Sheet One layer of Type G -3 "GAFGLAS Mineral Surfaceii Cap Sheet". Deck: NC Base Sheet One layer of Type G2 "GAFGLAS #75 Base Sheet'. Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". • Cap Sheet One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet. Deck: C -15/32 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite /urethane composite, phenolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: 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). • Cap Sheet "GAFGLAS Mineral, Surfaced Cap Sheet ", hot mopped. 8. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane; perlite/isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (1GFU) Continued in. (min) Georgia- Pacific "Dens Gecko Overlayment" are used directly deck with all joints staggered E in. (min) from plywood joints. por barrior may be optionally installed under all systems utilizing UARD" insulation. " EVERGUARD" insulation is an acceptable alternate polyisocyanurate insulation oi the following systems. GAFGLAS may be used as an option over EVERGUARD insulation. GAFGLAS nt Perforated Base Sheet may be utilized as an additional ply in e following systems. Class A - Ballasted NC Incline: 2 sulation: One or two layers "Isotlerm R ", any thickness, loose laid or hanically fastened. embrane: Any UL Classified membrane used in a ballasted system. sing: River bottom stone, 3/4 to 1 -1/2 in. diam, 1000 lbs /sq. C -15/32 Incline: 1/4 (NC -2) sulation: Perlite, glass fiber or wood fiber, 3/4 to 1 -1/2 in. embrane: "Ruberoid® Torch 1" (modified bitumen). urfadng: Gravel at 400 lbs /sq, loose laid or concrete blocks, at 10 /sq and spaced not more than 1/8 in. NC Incline: 3 nsulation (Optional): Perlite, glass fiber or wood fiber, 3/4 to 1 -1/2 in. Sheet (Optional): Type 15 asphalt organic felt or Type G2. embrane: "Ruberoid® Torch 1" (modified bitumen). sing: Gravel. C -15/32 Incline: 1/4 sulation (Optional): Perlite, glass fiber or wood fiber, any thickness. embrane: 'Ruberoid® Torch 1" (modified bitumen). p Sheet: 0.004 in. polyethylene not UL Classified). urfadng: 3/4 in. thick concrete with one layer of No. 10 Summerville uarry tile (or equivalent) grouted in place. NC Incline: 2 nsulation (Optional): Perlite, glass, fiber or wood fiber, any thickness. embrane: "Ruberroid® Torch 1" (modified bitumen). urfadng: 3/4 to 1 -1/2 in. diam river bottom stone at 1000 lb /sq or ncrete pavers weighing not less than 10 lb /sq ft and spaced not more an 1/8 in. k: NC Incline: 3 nsulation: a)Polystyrene, 2 in. max, b)Isocyanurate, any thickness, laid sely. embrane: "EverGuard SR" or "EverGuard FB ", 40 -100 mil (TPA), laid loosely. urfadng: River bottom stone (3/4 - 1 -1/2 in. diam) at 1000 lb /sq or ncrete roof pavers. Class A - Fully Adhered k: NC Incline: 1/2 Insulation (Optional): One or mon? layers perlite, wood fiber, glass ber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet Optional): One or more layers Type 61, G2 or G3. Membrane: One or more layers " Ruberoid Torch" (smooth or granule) uberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). urfacing: Gravel, 400 lbs /sq, loose laid or applied in a flood coat of hot ofing asphalt. NC Incline: 1/2 Base Sheet (Optional): One or more layers Type 61, G2 or G3. embrane: One or more layers "Ruberoid Torch" (smooth or granule), uberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Dating: Karnak No. 97, 1 -1/2 - 3 gal/sq. eck: NC Incline: 1/4 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, any thickness. Base Sheet (Optional): One or more layers Type 61, 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. • C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/urethane composite, phenolic, 1 -1/2 in. min thickness (offset from plywood joints 6 in.). Base Sheet One or more Layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type 61. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq. • NC Incline: 1/2 1999 Roofing Materials and Systems Directory 6. 7. 8. 9. 1 0. 11. 12. 13. LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 143 ROOFING SYSTEMS (TGFU) — Continued 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). Surfacing Optional): Karnak "No. 97" or "169" at 1 -3 gal/sq or Grundy Ind. "20 F Emulsion" at 3 gal/sq. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type 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. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic. Base Sheet Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type 61. 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). Surfadng: Karnak No. 97, 1 -1/2 - 3 gal/sq or gravel. Deck: NC Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type 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). Surfadng: "AL MB Aluminum Roof Coating" 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 #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type G1 " GAFGLAS Ply 4 ", hot mopped in place. Membrane: "Ruberoid Mop FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal/sq or GAF Weather Coat Emulsion at 3 gal /sq. 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 475 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet One or more layers of Type Gi " GAFGLAS Ply 4 ", or " GAFGLAS Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal/sq or GAF Weather Coat Emulsion at 3 gal/sq. Deck C -15/32 Incline: .1/2 Insulation: Isocyanurate, 2 in. min., wood fiber, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in • place. Joints offset 6 in. Base Sheet One or more Layers of Type G2 " GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet (Optional: One or more layers of Type G1 "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal/sq or GAF Weather Coat Emulsion at 3 gal/sq. Deck: C-15/32 Incline: 1/2 Insulation (Optional): Isocyanurate, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet One or more layers of Type G2 " GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet One or more layers of Type 61 " GAFGLAS Ply 4" or "Ply 6 ", hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal/sq or GAF Weather Coat Emulsion at 3 gal /sq. Deck: NC Incline: 1/2 • Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. a p 144 ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) — Continued Base•Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped in place. • Ply Sheet (Optional): One or more layers of Type 61 "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). • Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 14. Deck: NC Incline: 1/2 • Insulation (Optioned): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of "GAFGLAS #75 Base Sheet ", hot mopped in place. Ply Sheet (Optional;:: One or more layers of "GAF GLAS Ply 4" or "Ply 6" hot mopped in place Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq or GAF Fibered Aluminum Coating at 1 -1/2 gat /sq. 15. Deck: C -15/32 Incline: 1/2 Insulation (Optional:: Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic •- Base Sheet: One or more layers Tyke G)r 3b a 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). 16. 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 G -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" or "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch 170FR" or "Ruberoid Mop FR" (granule) 17. Deck: NC Incline: 1 Insulation (Optional): Perlite, fiber glass, wood - fiber, isocyanurate, urethane, perlite/isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type G1, hot mopped 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 Type G -2 or G -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 170FR ", "Ruberoid Mop FR" or "Ruberoid Mop 170 FR' (granule). 19. Deck: NC Incline: 1/2 Insulation (Optional',: One or more layers of perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic, any thickness. Base Sheet: One or more plies 61 or G2, hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "tlo. 6160" cold applied adhesive at 1 -1/2 gal /sq. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule), hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. 20. Deck: C -15/32 Incline: 1/4 Insulation: Polyisocyanurate, any thickness. Base Sheet: "GAFGLAS #75" (Type G2), mechanically attached. Membrane: One or more plies of "Rubberoid Torch (smooth). Membrane: "Ruberoid Torch 170FR" (granule). 21. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Polyisocyanurate, wood fiber, perlite, glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet: One or more plies of Type G2 "GAFGLAS #75" or "Ruberoid 20 FR" base sheets, hot mopped or mechanically fastened. Membrane: One or more plies of "Ruberoid 30 FR" hot mopped in place. 22. Deck: C -15/32 Incline: 1 Insulation (Optional): Polyisocyanurate, wood fiber, perlite, or glass fiber any thickness; hot mopped or mechanically fastened. Base Sheet: One or more plies of Type G2 " GAFGLAS #75" hot mopped or mechanically fastened. 1999 Roofing. Materials and Systems Directory LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) — Continued Ply Sheet: One or more plies of "Ruberoid 20" or "Ruberoid 20 FR ", hot mopped in place. Membrane: One or more plies of "Ruberoid 30 FR ", hot mopped in place. 23: Deck: C -15/32 Incline: 1/2 Insulation (Optional): Fiber glass or perlite, mechanically fastened. Base Sheet: One or more layers Type G2, hot mopped or mechanically fastened. Ply Sheet: Two or more layers Type G1, hot mopped or mechanically fastened. Membrane: "Ruberoid 30" or "Ruberoid Modified Cap Sheet 601 ", hot mopped in place. 24. Deck: NC Incline: 1/4 ' Insulation (Optional): Polyisocyanurate, perlite, glass fiber or wood fiber, 2 in. max. Base Sheet: Type 15 asphalt organic felt, Type G2 or "Flex Base 60" (modified bitumen), mechanically fastened or adhered with hot roofing asphalt. Membrane: "Ruberoid® Torch 1" (modified bitumen). Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" or "Karnak No. 97 Asbestos Free Aluminum Roof Coating" at 1 to 2 gal /sq. 25. Deck: C -15/32 Incline: 1/4 Insulation: Two layers glass fiber (staggered joints), 1 in. each. Base Sheet: Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: "Ruberoid® Torch 1" (modified bitumen). Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" at 1 to 2 gal /sq. 26. Deck: NC Incline: 1/4 ' Membrane: "Ruberoid® Torch 1" (modified bitumen). Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" at 1 to 2 gal /sq. 27. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, wood fiber or glass fiber, 1 in. max, mechanically fastened or adhered with hot roofing asphalt. Base Sheet: Type G2 or "Flex Base 60" (modified bitumen), mechanically fastened or adhered with hot roofing asphalt. Membrane: "Ruberoid® Torch 1 ", heat fused. Surfacing: Monsey Products "Endure Aluminum Roof Coating ", "Weather Check" or "Pro -Grade Aluminum Roof Coating ", 1.5 gal /sq. 28. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, wood fiber, glass fiber or isocyanurate/ urethane board, 2 in. max, mechanically fastened. Base Sheet: Type G2 (modified bitumen), mechanically fastened or adhered with hot roofing asphalt. Membrane: "Ruberoid® Torch 1" (modified bitumen), heat fused. Surfacing: Monsey Products "Dura - White ", "Endure White Elastomeric Roof Coating" or "Pro-Grade White Elastomeric Roof Coating ", 3 gal /sq. 29. Deck: NC Incline: No limitation Insulation (Optional): Polyisocyanurate, urethane, glass fiber, perlite, wood fiber, any combination in any thickness, mechanically fastened or adhered with hot roofing asphalt. Base Sheet: Type G2 (modified bitumen), mechanically fastened. Membrane: "Ruberoid® Torch 1 ", heat fused. Surfacing: 'Tuff- Corp" field mixed insulating coating composed of 6 -2/3 cu ft of perlite, 7 lb of "TC -500 Masterbatch", 94 lb Portland cement and 17 gal of water spray applied to min 1/2 in. 30. Deck: C -15/32 Incline: No limitation Insulation (Optional): Polyisocyanurate, urethane, glass fiber, perlite, any combination in any thickness, mechanically fastened. Base sheet: Type G2 (modified bitumen), mechanically fastened or adhered with hot roofing asphalt. Membrane: "Ruberoid® Torch 1 ", heat fused. Surfacing: "Tuff-Corp" field mixed insulating coating composed of 6 -2/3 cu ft of perlite, 7 lb of "TC -500 Masterbatch ", 94 lb Portland cement and • 17 gal of water spray applied to min 1/2 in. 31. Deck: NC Incline: 1/2 Insulation (Optional): Glass fiber, perlite, wood fiber, 1 in. max, mechanically fastened or adhered with hot roofing asphalt. Base Sheet: Type G2, mechanically fastened or adhered with hot roofing asphalt. - Membrane: "Ruberoid® Torch 1" (modified bitumen), heat fused. Surfacing: Henry "No. 229 Asphalt Emulsion" at 1 gat/sq or GEO Industries "No. 929 Aluminum Emulsion" at 1 gal /sq. 32. Deck: NC Incline: 1/2 Insulation: Polyisocyanurate, glass fiber, perlite, wood fiber, hot mopped or mechanically fastened any thickness. Base Sheet: Type G2, mechanically fastened or hot mopped. Membrane: "Ruberoid® Torch 1 ", heat fused in place. Surfacing: Henry, "Henry 520 Aluminum ", applied at 1 -1/2 gal /sq. Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) 1 P*•55 -fl 26 PA 5 D 51 VA SSG JJ 2 27 • 52 3 28 53 4 29 54 5 30 55 6 31 56 7 32 57 8 33 58 9 34 59 10 35 60 11 36 37 61 62 12 13 38 63 14 39 64 15 40 65 16 41 42 66 67 17 18 43 68 19 44 69 20 45 70 21 46 71 22 47 72 23 48 73 24 49 74 25 —,-- 50 75 THIS Du Quesne & Associates, Inc. Consulting Engineers Testing Laboratory ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 PORT SU:MITTE Owner's Name: M'AMt s S 1 6Ptt - rI' T G I' s U" $ermit #• 4 Job Address 445 14 s el 5 ST Roofing Contractor• 08E ^d G'%.›. l -0 L 14 VJ Type of Tile: ■1 LTG ` t-'04 4 .T Date Installed 10 • Approximate Roof Height ' feet Roof Pitch 3 1.2 Type of Access to Roof: Scaffolds Ladder Other Approximate Square Footage of Roof' 4 ft 2 Required Testing Force: 35 lbs. Testing Equipment: Chatillion DFIS 100 Date Tested' lD • 1 S'aq e Du Quesne, P.E. Engineer P. 24513 Du Quesne & Associates, Inc. E.B. License #0005245 Lab Certification ;194- 0318.01 SITE SPECIFIC INFORMATION TEST RESULTS P = PASS, F = FAIL SKETCH OF ROOF IN BACK Environmental • Civil • Structural Building Inspection Services IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. 7815 S.W. 24th Street • Suite 109 • Miami, Florida 33155 • Telephone (305) 264 -1425 • Fax (305) 264 -1426 UTR 16248 THIS PA 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. Please Note: This form is not valid unless Company logo appears in color (burgundy) KETCH OF ROOF JOB SHEET NO OF CALCULATED BY DATE CHECKED BY DATE SCALE NOTES' 7 • 4 1b NOTES' 5KET(}1 OF ROOF 443 NG cc `71 N/ Sv-10 e JOB SHEET NO CALCULATED BY CHECKED BY DATE SCALE ." y OF Y DATE O( Ze IAT MIMINardWARSWA BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building f Architect Contractor or Builder Legal Description Address of Building Lot MIAMI SHORES VILLAGE. FLORIDA ❑ DATE ❑ PERMIT N° 5139 is ► M '4 4--4- 3 1+ t CONTRACTOR OR BUILDER Work to be performed under this Permit lit Value of Project $ Signed "BY• INSPECTOR ,. ., Contractor's .! License No. Subdi- vision I Amount of I Permit $ 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 tha 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 con 'actor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings cr in the statements or specification �d that he assumes responsibility for work done by his agents, servants or employees. / , In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- cepting this permit I assume responsibility for all work done by either, myself, my went, se rit or employee. BY AUTHORITY 19/ 5 7 7 -4 : 71:1 /7.1-41 Application is hereby made for the approyal of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date *gob 4, . , 19 57 Owner's Name and Address._......liar 'y.iti1J. to No 443 Street N4E.95th.4t..... Registered Architect ands or Engineer Name and address of licensed contractor IONAL ROOFING & SHEET MIT4, WORKS, INC, Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 443 8feth_. St. State work to be done and purpose of building (by floors) Remove existing roof • Florida room One 30# felt tinoapped,. two 16# teats and gravel and for no other purpose. New Building Remodeling. Addition Repairs X(R of Stories 1 To be constructed of Kind of foundation F dok m:i Estimated Total cost of improvements $ 135.00 Zone cubage required Distance to next nearest 'building MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT 261 N. S. 73rd Street Amount of Permit $.. .5.00 plan Cubage Size of Building Lot Maximum live load to be borne by each floor 1 hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida. Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, 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 'te the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such su• :• roc • , on o to be perf ed under this permit, as are licensed by Miami Shores Village. J Remarks ( Signed) - ._ .. STATE OF FLORIDA, COUNTY OF DADE. j 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 stated are true. Permit No Date Read, Sworn to and Subscribed before me. Disapproved Date Notary Public, State of Florida (Signed) Building 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 changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. AIAMI SNORES VILLAGE, FLA. JOB /* c 0 r4 ADDRESS 4 4 INSPECTION T id 4. 4 TIME READY A y1 . 4' / / -J,7 REMARKS: A N? 5784 ;PECTOR DATE 3 - 1 - r1 MIAMI SHORES VILLAGE, FLA. 128 ADDRESS JOB �C 1V 3 ,V 9's ff r: INSF'ECTION C �� TIME READY ��/ ,,lire `7 "Z2 `)L�e -�►� REMARKS- a-1 l C/ C INSPECTOR DATEf /=3---