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BP-05-208
Inspection Date: 05/30/2007 Inspector: Grande, Claudio Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Owner: MARTINEZ, TERESA Job Address: 718 95 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: KAWALEK ROOFING & PAINTING, INC Block: Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number Parcel Number 1132060141910 Lot: Phone: 786-277-9540 Building Department Comments ROOF MAY 3 1 2007 Passed Inspector Comments /le/01h ic-n -----1°Acf4() — Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid. until Tuesday, May 29, 2007 Page 2 of 2 MIAMI SHORES VILLAGE ,\ BUILDING DEPARTMENT A. 305- 795 -2204 Builsing Inspection Request I Date Type Insp'n „ CO Permit No. �--' Name 7 I -" I �S N �= Address �' —W��'� Company Phone # Inspection Date z Approved Correction Re -Insp' n Fee U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 Project No 9 3 6 7 SITE SPECIFIC INFORMATION Owner's Name. 1 A-41- Lt- Z_- Job Address: I k K c 5 t t1 5 t Cf. Roofing Contrac or: `' ' _c Type of Tile ` ' 0 L — V Date Installed Approximate Roof Height:_' feet Roof Pitch: 3''-i 2 Type of Access to Roof: Sc ffolds Ladder Other Approximate Square Footage of Roof. g 0 V ft2 Required Testin Force: 33 lbs. Testing Equipment: Chatillion 100 Date Tested- Permit # ' 2c135 -2® ? TEST RESULTS P = PASS, F = FAIL Test Location Uplift PIA Test(P or F) Test Location Uplift Pull Teest(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) 1 26 ) 51 76 2 27 ' 52 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 • 11 36 /� 61 88 . h 12 37 62 87 !' i 13 38 63 88 14 39 64 s" : 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 50 75 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL EST. THIS REPORT UBMITTED BY Lab Certification # 98- 0608.04 State of FL Certificate Authorization # 4100 Sketch of Roof Job 9- IS Sheet Number Contractor Checked By Scale t 4 1111111111111111111111111111111111111 111116111111114111S11111110111 IMAINI11111011111111M1111111111111111111 2S81111111E111111 • 11111311/1111EMIIIIIIMENII 11111111■111111111E116111111111111 071111110111111111Ligall11111111 TIONIN1111111111111a111111M1 IIMPAIIIIM1111111111111111111 111111111111111111111111,11111111M11111111 111111111111111111101111MM11111111111 1111111111111111111111111111111110111111111111 111111111M1111111M111111111•1 11111111111111111111M11111111.1 mrimmimmumunria 1111M1111111141111111111111111111111111. C41121111111M111111111111111 11111111111111 1111M71111111MINMIIINFAI 1111111111111111111/121111N1161111111111111 MINN 11111111111111111111111111111111 WIN 111111111111111111111111111111111 111:6:11711MERAIM MUM WNW IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII NMI 111111111111111111111 111111111111111111111111 11111111111 11111111111111111111111 1111111111111 11111111111111111111111 MOM 111111111111111111111111 :Nirtes: Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: 305 795 -2204 Fax: 305 756 -8972 Bill To TERESA MARTINEZ 718 NE 95 ST MIAMI SHORES, FL 33138 -2515 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Invoice Number: imp -4-07 -28247 Invoice Date: April 24, 2007 Permit Number: BP2005 -208 Date Fee Name 04/24/2007 Reinspection Fee Fee Type Fixed Fee Amount $150.00 Total Fees Due: $150.00 Monday, April 30, 2007 8/23/2006 Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 To: Current Owner 718 NE 95 Street Miami Shores Village, FL 33138- Permit: BP2005 -208 Address:718 NE 95 Street Miami Shores Village FL33138- Date Expired: 8/30/2005 Dear Sir or Madam In order for us to serve you better, we need to keep our files up to date. Our records indicate that the above reference Permit has expired. The Building Department has determined that the work applied for has been completed with out the required inspections and it has been more than 180 days since your last approved inspection and thus your permit has expired as per Sec. 104.5.of the Florida Building Code. You are required to renew your permit and schedule all required inspections. In the event you do not comply with the requirements herein, the Building Department will file a complaint with Miami -Dade County Building Code Compliance Office for possible disciplinary action against your licensed contractor And/or if permit was obtained by the home owner the requirements of the Unsafe Structure Code of Miami Dade County Sec. 8 -5. (3) will apply. "The building shall be presumed and deemed unsafe and a permit shall be obtained to demolish the structure or bring the building in to compliance with applicable codes as provided herein." Please contact the Building Department, immediately upon receipt of this letter. Va IOC° 0-0I� Mabel Vargas Administrative Assistant Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATIO FBC 2001 RECEHVED . Br30/0s- Permit No. 1; 5 - 208° Fe 1 1 205 Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) trivbe N, ciA Vi € Phone # 3 0 •`( ..\ V-k % 1 Owner's Address C6 3 b ( c-\\ v City Ac -virct State Tenant/Lessee Name Phone # . Zip Job Address (where the work is being done) ] 1 g rve. 95-1- h3-1/7 City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Zip .12 Contractor's Company Name $&UAJVJ(&k Roo-el rn Phone # 3a5 ') 5 4/ —01 Contractor's Address S i U S I City ILki + d State d-- Zip 2 3 I b 3 Qualifier PtL & L t ,w J etc Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: € 0 i7 Type of Work: ❑Addition ['Alteration ['New [�J Repair/Replace ❑ Demolition Describe Work: 1 G�.� /74+ rib +1 1e- 0-4-*- -P ! + 7T(.7.)-(--6 3 , € p / c )G t'f sk' he vv M '' n e v- CP ir-r-C -/-e ro i 1-4-i l e- Lo I o r---4+ rc) )* /s - -4 0, -kflo co IOr -4-a i e +-/tt* a--c2 671e ************************Fees****************************** Submittal Fee $ Permit Fee $ ▪ � ' CCF $ i , ■∎_ CO /CC L. Notary $ Training/Education Fee $ V t) Technology Fee $ ,, J. Scanning $ / , `�' Radon $ Zoning f Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address - •' AP City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, BEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be. done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Owner or Agent The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this a day of l k,, 20 4 by I ,: C.,013 i, ' ' , day of 2h 20 O C, by ice,, r,1 lee,,....:e)) , who is personally known to me or who has produced who is personally known to me or who has produced VAMA-As identification and who did take an oath. as identification and who did take an oath. . Contractor NOT Sign: Print: STEPHANI HOMER Notary Public, State of Florida m: expires Jan. 25, 2003 No. 00 26 My Commission Expires: ((2 ci 0 si ARY PUB Si Print: My Co (Certificate of Competency Holder) ,'SGOMMlSSt0N # 00 241500 EXPIRES: August 23, 2007 * &mad Itsid****sieuutemeder**P a * * * * * * ** State Certificate or Registration No. Certificate of Competency No. * ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *k� APPLICATION APPROVED BY: Chc 12/15/03 ********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 182 Plans Examiner Engineer Zoning 03/01/2005 04:46 2016524057 KAiIALEK ROOFING NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO.: .i .J r6-2o,? TAX FOLIO NO. 01 ^ 3134 - t o» 00 10 STATE OF FLORIDA: COUNTY OF MIAMI -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. • PAGE 02 I 1 illllINtif#III111iN1i1 klil CFN 2OO5RO 1L 999Su OR Bk 23123 Ps 3995 Ups) RECORDED 03/01/2005 11:36:59 HARVEY RUVIN► CLERK OF. COURT NIAfI--DADE COUNTY' FLORIDA LAST PAGE 1. Legal description of property and street/address: t, aW+i $1•1¢es %ems. 3 NI l I:1 —vi. W 1f0. Lo $ 4, Loft ©l eUs G'1 La* 5. -T7. e? I. . a0e is 0 0 = " 0 t . e e+ % oiNk4.` `31n o m . R l 3 31 5 2. $1 -- 2. Description of improvement 3. Owner(s) name and address: . C ►°d° be r-i la Mot rA i v e c4,315 6 'N a C Interest in property: DMA A Er Name and address of fee simple titleholder. 4. Contractor's name and address; P. O. 'lox FI• 5. Surety: (Payment bend required by owner from contractor, if any) eiTA worn, or 0A0e Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Own provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: tints ' r=t346served as 8. In addition to himself, Owners 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 Owner Print Owner's Name ' � %O .6 e rto Sworn to , • = . before me this and _ _ _ _ s day x Notary Public Print Notary's Name a «w I . My commission expires: 12301 -52 PAGE 4 eel A L v 1 t 2 Prepared by Powkikmvittek 204,/X• Address: O idlc C l !, . _ ° Notary F't :1111t. State c4 Florida ,..., My tz,r. xn!, .. s.n. c5, 218 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 3/1/2005 Applicant: TERESA Owner: MARTINEZ JOB ADDRESS: 718 NE 95 Contractor KAWALEK, PAUL RICHARD Local Phone: 786- 277 -9540 Parcel # 1132060141910 Building Permit Permit Number: BP2005 -208 Page 1 of 1 MARTINEZ TERESA ST Contractor's Address: P.O. BOX 531051 Legal Description: MIAMI SHORES SEC 3 PB 10 -37 W1/2 LOT 8 & LOT 9 BLK 67 LOT SIZE 75.000 Fees: FEE2005 -2589 FEE2005 -2590 FEE2005 -2591 FEE2005 -2592 FEE2005 -2593 Description Building Fee CCF Technology Fee Training and Education Fee Scanning Fee Total Fees: Amount $275.00 $4.80 $6.88 $1.60 $15.00 $303.28 Total Fees: $303.28 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 8/10/2005 Construction Value: $7,800.00 Work: ROOF Signed: (INSPECTOR) MAR 01 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: • Florida Building Code Edition 2002 h V Hurricane Zone Uniform Permit ' Boston Form. §ItalanAlgineallatglandlpiil Master Penult No. �I,l /� Process No. Contractor's Name Aid F o .- I,tJ k l Job Address 911/1/E 1111 ROOF CATEGORY Ei/Low Slope ❑ Mechanically Fastened Tile Mortar /Adhesive Set Tlie ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles /Shakes Shingles Are there ❑ Prescriptive BUR -RAS 150 Gas Vent Stac s? Yes ❑ No ROOF TYPE Type: Natural ❑ LPGX ❑ ❑ New Roof LI/Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steely Sloped Roof Ares (SF) Total (SF) 16 00 I O(7 Sect! n B Roof Plan) Sketch Roof Plan: illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 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I■ ■I N C.■ I ■ ICCEN ■■■N E■MI N■ ■■■ C ■ ■ ■ ■ IE ■■N ■■C Urn MI CRCr CENrims E ECCECE■ CM ■ ■■ p ■ ■.a.Cu u C MM CM■ a M I ■N ■CM■ N ■NI■ ■ ''" NM ■■■■ CrCC■ L ■C NNI ■ ■M ■ CCEM IU : 'CC: ml C C N """ una • ■ ■ E■ C M M■ E ■ E■ ■■ i � ■I ■ ■iMCI ■■■ Momm EC■M maw ■ ■■�■ ■ MC um M U;E C. E ■CC il E "�C EEECCEEC CCCEECC N CNMIMU■ ■ I C■ ■ C■ e.em limM ■A ■■ ■MMMMN■ ■ C1 I C ■ ■C ■C N C 111111111141 i II C■ E 111111111 E11111:::111P111:111:10112111115e4 I EE CC :C C ■ MC C ■ 1 .0 C■ ■ : CC 111■ ■ E ■1■ M CCCC M ■l" E1CC E M NEW' l' G ■ ■ .0 C M C■ M t r a iiiibia li zE" r 123_01 -48 5/03 PAGE 2 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as ` °NA ") System Manufacturer: 6 /T NOA No.: 0--0L a, 1 Design Wind Prertsures , Frotm� RAS 128 or Calculations: Pmax1: 0, Pmax2: 11 `� Pmax3: -13)M Max. Design PressureeF,Lom,yie Specific NOA System: ID Deck: _ Gauge/Thickness: Slope: Anchor/Base Sheet & No. of Ply(s): 0 I J . e n tait.erial ,j��nY� cep6 Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener/Bonding Material: Fastener Spacing for Anchor /Base Sheet Attachment (� Field: q " oc @ Lap, # Rows t @ ° 1 ° oc Perineter. 10 ° oc @ Lap, # Rows Lf @/fib ° oc Corner: 1 ° oc © Lap, # Rows f @ v1 .0c Number of Fasteners Per Insulation Board Field Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. &AF FS Mod 4re Tr- MleverA;i c.-cup a)425aly drip el ep —x'75 boxse. S FT. 0 Parapet Heiaht 10 jj I�)y woo a Ply Sheet(s) & No. of Ply(s): p )y i 1 er j f�s.s Ply Aheirneanding Material: Top Ply: ' F o 4 \etva -• ..• . • • • . • • • • • • To i Fias#e /,�� B !ling Material: Surfacing: �� • • • • • ••. • • •• • • • • • • • • •• • • • • • • • • •• • • • • • ••• • •.• • • • • • • • • • • • • • • • • • • • • • - • • • • • • • • •• • • • • • • • • • ••• • • • • • • • • • • • • • •• ••• • • •• • • • • • • • • • • • • • • • • • Mean Roof Height •• •• •• • • • •• •• •• • • • •• ••• • • Florida Building Code Edition 2002 High Velocity lionIcenis Zone tAikerm Panat pit on Fan% Section D (Steep Sloped Roof Svs!ernt . Roof System Manufacturer Plo . • Notice of Acceptance Number 0 a-- 1 2O ' i' QS . Minimum Design Wind Pressures, If Applicable (From RAS 127 • Pmax2: 10©( & Piiax3: or Calculations): 00 i b • Maximum Design Pressure I (From the NOA Specific System): b 16 l Method of tike attachment Po ty Pt NI • a. i h e6 i ve Steep Sloped Roof System Description I r . For Moment based tile sue, choose eitherMetbed 1 or Z. Compared tie values for Mrllfti the values Arwrt M, mai Mershon are greater *aster egad to the Mr values, for each area et lb* roof, then tbi Me attacluneat method is acceptable. Per RAS 127" NOA bit -6 61 NOA M, '., / NOA M, `'�,?rM / • Method 1 "Shaplilled 'jib Catesdadost Per Table Below" Respired Menem aRedstone GO Fear Table Beloer___` NOA llI/,_,�. *Mast be used bi easja *Kb a apt of moment based at, systems endorsed by the Broward Candy Board o* Raks sail Appeals. For Uplift based tile systems lase Method 3. Conspired tbe values for F with the values for F,. It the P value are greater than or equal loth* Fr values, for each area ottis soon than to tile attachment method b acceptable. • Method 3 klIplift Based Tile Cale-dollen Per RAS 127" trs = `s k -' ws s_ .J—W: S ccc it .• R,a.__ NOA P —'s h 'r w --.) s It ens it tam. ___ NOA Iraa_.__sf:,�•__z ws•,J— Wt_s Ins d!_• RAC NOA P M eakuleions Nat besitude d* ibe lle�. - at de dme often* wpm, SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. • Rtilk 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High . Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should . be addressed as part of the agreement between the owner and the contractor. JA 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). fkl\A 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. f‘W 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. ikti■ 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-tying 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 roofmg system is removed. Ponding conditions should be corrected. W6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. NA 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 roof.. s 05 46-ale,v, Owner's/ gent's Signature Date . Contractor's Signature • MIAMIOADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifctile, LLC 135 NW 20`h Street Boca Raton, FL 33431 M IAMI I -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-290S SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. ed The documentation submitted has been reviewed by Miami-Dade ap Dade County and other casiwherenallowedtby by the Board of Rules and Appeals (BORA) to be used in the Authority Having Jurisdiction (AEIJ). This NOA shall not be valid after the expiration date stated below. ther than Miami Dade County) reserve the right to Division (In Miami Dade County) and/or the A.HJ (in areas Bright in have this product or material tested for quality assurance exeenseof such testing andtthe AHJ may immediately the accepted manner, the manufacturer will incur expense modify, or suspend the use of such product or material within roduct Control Division that this product right t to revoke this acceptance, if it is determined by Miami -Dade County material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has bccn designed to comply with the I figh Velocity I furricane Zone of thc Florida Building Code. DESCRIPTION: Villa, Roll, and Capri Concrete Roof Tile LABELING: Each unit shall bear a permanent label with thc maouf act unless namc logo noted herein. , ereinand following statement: "Miami -Dade County Product Con pp RENEWAL of this NOA shall be considered aftcr a renewal application has bccn filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or i this NOA there ban endorsement h change in thc materials, use, and/or manufacture of thc product or process. Misuse any product, for sales, advertising or any other purposes shall aut d ctemova terminate NOA this NOA. Failure to comply with any section of this NOA shall be cause for termination ADVERTISEMENT: The NOA number preceded by the words Miamiii d Dade C NOA is displayed, and d, followed shall the expiration date may be displayed in advertising literature. If any p o be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to thc user by the manufacturer or its distributors and shall be available for inspection at the job site at thc request of the Building Official. This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Material: 1. Low Profile Roofing Tiles Concrete SCOPE This renews a system using Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile, as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Monier Lifetile LLC Villa & Roll Monier Lifeitile LLC Capri Tile Trim Pieces Test Dimensions Specifications 1= 161/2" w= 13" '/ :" thick L =17" W= 12'/8" %i' thick 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agencv Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engi a cring, Inc. "r�J PA 112 PA 112 PA 112 Test Identifier 7161 -03 Appendix III 7161 -03 Appendix II P0402 94 -060 B 94 -084 Product Description Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Date Static Uplift Testing Dec. 1991 PA 102 & PA 102(A) Wind Tunnel Testing Dec. 1991 PA 108 (Nail -On) Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails Static Uplift Testing March, 1994 PA 101 (Adhesive Set) Static Uplift Testing May 1994 PA 101 (Mortar Set) NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 2of7 Test Agency - Redland Technologies Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier Test Name/Report P0631 -01 Wind Tunnel Testing PA 108 (Mortar Set) Wind Tunnel Testing PA 108 (Nail -On) Physical Properties PA 112 25- 7094 -1 Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction)'•.? 25- 7094 -7 Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) 25 -7094-4 Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroo1) Project No. 307025 Wind Driven Rain Test #MDC -76^: PA 100 25- 7183 -1 Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) 25- 7183 -2 Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) 25- 7214 -2 Static Uplift Testing 25- 7214 -6 PA 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7183 25 -7094 Letter Dated Aug. 1, 1994 224 -7099 528454 -2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Walker Engineering, Inc. Evaluation Calculations Walker Engineering, Inc. Evaluation Calculations Walker Engineering, Inc. Walker Engineering, Inc. Evaluation Calculations Evaluation Calculations Date July 1994 Aug. 1994 Sept. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1995 March 1999 March 1995 February 1996 25 -7496 April 1996 25 -7584 December 25- 7804b -8 1996 25 -78044 & 5 25- 7848 -6 April 1999 Aerodynamic Multipliers Two Patty Adhesive Set System April 1999 NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 3of7 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. Applications 3.4 Minimum underlayment shall be in compliance with the applicable Roofing App Standards listed section 4.1 herein. perpendicular 3.5 30/90 hot mopped undcrlayment applications aterial manufacturers published literature. slope unless stated otherwise by the underlaym 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w Tile Profile Weight -W (Ibf) Length -I (ft) Monier Lifetile Villa and Roll Tile Monier Lifetile Ca•ri Tile Tile Profile Table 2: Aerod namic Multi •tiers - ? ft X(ft) Batten A • •lication Monier Lifetile Villa, Roll and Capri Tile 0.267 ?(ft) Direct Deck A• •lication 0.289 7 " :12" or reater Tile Profile 3 ":12" Monier Lifetile Villa, Roll, and Ca • ri Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 4 of 7 Table 4: Attachment Resistance pressed as a Moment - Mf (ft-lbf) for Nail-On Battens Tile Profile Fastener Type Monier Lifetile Villa, Roll, and Capri Tile Rin• Shank Nails 1 -10d Smooth or Screw Shank Nail 2 -10d Smooth or Screw Shank Nails 1 #8 Screw 2 #8 Screw 1 -10d Smooth or Screw Shank Nail Field Cli• 1 -10d Smooth or Screw Shank Nail Eave Cli• 2 -10d Smooth or Screw Shank Nails Field Cli. 2 -10d Smooth or Screw Shank Nails Eave Cli• 2 -10d Rin• Shank Nails 43.0 1 Installation with a 4" tile headla• and fasterners are located a min. of 2W from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mr (ft-lbf) for Two Patt Adhesive Set S stems Tile Application Tile Profile Monier Lifetile Villa, Roll, and Adhesive Minimum Minimum Attachment Resistance 26.1 Capri Tile. 2 See manufactures com•onent a• •royal for installation uirements. grams. 3 Plot oam Products Product, Inc. A era,le8 e dh.er weight S rams. Table 5A: Attachment Resistance Expressed as a Moment - M, (ft-lbf) .. . cof S stems Minimum Attachment Resistance 86.61 Tile Profile Monier Lifetile Villa, Roll, and Ca•ri Tile 4 Lar•e •add •lacement of 54 rams of Pol Proms. 5 Medium •add •lacement of 24 rams of Pol Pre". NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01 /02 /03 Page 5of7 Table 5B: Attachment Resistance Expressed as a Moment - Mt (ft -Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Villa, Roll, and Capri Tile Mortar Set' 20.60 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS MONIER LIFETILE VILLA CONCRETE ROOF TILE NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 6 of 7 MO`iIER LIFETILE ROLL CONCRETE ROOF TILE HOMER LIFETILE CAPRI CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 7of7 -2004 16:24 FROM -ABC SUPPLY 048 /23/01 MON 13.. :08 FAX 954 578 1042 e l I► M Al7E 561 585 4657 T -778 P.001 /008 F -260 POLYFOAM PRODUCTS, INC. x.002 PRO ON NOTICC A PTA l'alyfo:trtt Products, Inc. 2400 Spring- Stucbncr Road Spring S'I'X .77383 -1132 Your application for Notice of Acceptance (NOA) of: Two Component Polyurethene Foam Adhesive under Chapter 8 ol'the Codc of Miami -Dade County governing the use of Alternate Materials and Types or Construction. and completely described herein, has been recommended tor acceptance by the Miami-Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for'quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. I3CCO reserves the. right to rcvoke'this approval, if it is determined by BCCO that this product or material fails to meet the requirements or the South Florida Building Code. MIAMI -DAVE COUNTY, FLORIDA . METRO -DADE FLAGLER OUTLDtNO DUILDINC COD COMPLIANCE OFFICE MUTfO.DADE Ft,AQLUIt DUI1.DTNQ 140 W US1- FLAGLER STREE F, SUITE 1 603 IMAM t. FLORIDA 33130-1363 (303) 373.2901 FAX (3OS) 37S -29DH (:()N1 n-AcIroR 1.ICI NSjr4 sECPIf1Nt (3W) 375 -_527 FAX (305) 373 -2336 ct),YPItAt trot E EOKCEarttnrr DIVISION (303)373-2966 HAS (303) 373,agos t 4ODUCIr CON1'ItOt. DIVISION Om) )7S -2902 FAX (305) 3T.1.4))i The expense ofsuch testing will be incurred by the manufacturer. ACCEPTANCE NO.: Ot- a$21.07 EXPIRES: 05/10/2006 71-1/1--to Raul Rodriguez Chief Product Control Division THIS 1S THE COvF1 Sn1tT T, SEE ADDITIONA1. PACTS FOR SPECIFIC AND CQENI:ItAL CONDITIONS BUILDING CODE 84 f ROQpCT REVIEW COMMI'TI U This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dada County, Florida under the conditions set forth above. APPROVED: OG /14 /2001 Francisco J. Quintnna. R.A. Director Miami -Dade County iluiltling Code Compliance Office 4 V4C- .000I4nc200O`'.tempi:tea\noeico ate - prance eo,er pato,dot :1 ...1.1 .... .•. .....rn,n,.nrGlArrll.11.. n.....l..n nil... �..... AIL Iln.........aw. 1,u .lIV% Hr Mu1■Re-.,.nd-nnllnn....... 16:24 ' FROM -ABC SUPPLY 048 561 585 466T T -TT9 P.002 /006 F -260 1 MON 13:08 FAI 954 578 1042 POLYPOAM PRODUCTS. INC. @1003 ea r,Iyfonm Products, osa :DOPING ASSEMBLY APPROVAL ovEnrv: Roofing nbr- Category: Roof Tile Adhesive 7:n crials: Polyurethane ACCEPTANCE Na: . 91 -021, Approval Date : .Pone 14.2001 Expiration Dille: May SCOPE This approves I'olypru© All IGt as nn nulbcturcd by I'ulyruairn Products, Inc. as described in Section 2 of this Notice ol'Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard .RAS 127, for use with approved tInt, low, and high profile roof tiles system using. Polyproe AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems !. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifleattneut DcwCtiptiort Polypra 3 A11160 N/A PA 101 Two component polyurethane 1'oantprott RTF1000 N/A Dispensing Equipment ProPncl:li) 30 & 100 N/A Dispensing Equipment 2.1 Components or products manufactured by When:: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA- which list uplift resistnncc valuc8 with the use of Polypro A11160 roof tile adhesive. 2.2 Typical Physical Properties: Datum Density ASTM D 1622 Compressive ASTM n 1621 Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability ASTM D 1623 ASTM D 2127 ASTM E. 96 ASTM 0 2126 Results 1.6 IbsJR,, IS PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Fl2 3.10 Perm / Inch +0,07% Volume Change rr -40° F,. 2 woks +6.0" /N Volume Chan Humidity, 2 wuok: ,c rr �,0. Oliorli•ipm.IP-■1101W.".° 1`r:111i: Zttlonga. Iil1.0 Product Control Examiner 16:26 -FR0ki -ABC SUPPLY 048 HON 13:09 FAX 654 578 1042 561 585 465T T -779 P.003/008 F -260 POISFOAM PRODUCTS, INC. %liu4 plYfo'nm Produsss,Tnc. ACCEPTANCE No.: O1- 021.02 ate: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing yariatlon. LIMiTATIONS • 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for lire rating, 3.2 Polypro® A11160 shall solely be used with flat, low, & high the profiles. 3.3 Minimum underlayments shall be in compliance with the Roofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polyprot9 AH 1.60 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Poiyprott AH 160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein, w F'- _ lt�l - • M5 4. INSTALLATION 4.1 Polypro® Al-1160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® A1-1160. 4.2 Polypro® AN 160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AI.1160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 4.3 Polypro® A1-1160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoatn Products, Inc, Polypro® AH 160 Operating Instruction and Maintenance Booklet. 4.4 installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoant Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foarnpro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A) : 1.0 (A), The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 4.6 Polypro® A1-1160 shall be applied with Foarnpro 10171000 or ProPack® DO & 100 dispensing equipment only 4.7 PolyprotD A1.1160 shall not be exposed permanently to sunli Frank Zuloaga, RAC Product Control Examiner 6:25 FR01F -ABC SUPPLY 048 HON 19:09 FAX 854 578 1042 ruLl uA rauuueria.lrin.. 561 585.465T T -1T9 P.004/008 F -260 lyfoam Products, inc. ACCEPTANCE No. :114511.4 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AHIG0 has been dispensed. 4.9 Polypro® AH 160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the speeiftc placement noted herein, Tiler r Table I: Adhesive Placement For knelt Generic Tile Profile nfilc Two Paddy Weight per paddy Min. (grnmsl _ �1 3S N/A Flat. Low, Hi _h Profile Placement Detail Single Priddy Weight Min. (groins) 17 /side on cap and 34/ an Flat, Low. Hi Profiles 5. LABELING Alt Polypro® AH160 containers shall comply with the Standard Conditions listed herein, 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system, rranti; 2uloa8a, RS.0 Product Control Examiner 4 • 16:25 FROM -ABC SUPPLY 048 01 MON 13:10 FAI 954 578 1042 POLYFOAM PRODUCTS, INC. ACCEPTANCE No.: O l-0A21.02 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY 561 585 4657 1-779 P.006/008 F -260 Polytoi m Products. Inc. I _I Ulm I Nell mrovph plsslk ccmcnl Frank Zuloaga, RAC Product Control Examiner G 16:25 FROM-ABC SUPPLY 048 01 MON 15:10 FAX 954 578 1042 POLYFOAM PRODUCTS, INC. 561 585 4657 7 -779 P.007 /008 F -260 lel Mr es Polv[orint Products, Inc. ACCEPTANCE No. : 01- 0521,02 ADHESIVE PLACEMENT DETAIL 3, DOUBLE PATTY Nail through p1ac11c cement Slnple paddy undor flee Undentymanl Single Faddy between Oh 2 k o T In. enadiare else paddy osys tootle only Singh paddy `1" 3 In, undor 111e 3 In. Slagle psndy an fir. Iayenenl Fide W+tpho{e tow claauro Drip edge Frank Zulonga, RAC Produce Comm! Examiner 7 • 1 16:25 FROM -ABC SUPPLY 048 01 MON 13 ;1u FAS 83 •t bits 1U4Z 561 585 4657 . ruL]PUAR r wLsu iJ, 44a •' 7-7T8 P.008/008 F -260 Polyfottttt Products, Inc. ACCEPTANCE No. : 01- 0521.02 Renewal of this Acccptancc (approval) shall be considered alter a renewal application has been filed and the original submitted documents, including test - supporting data, cngineeiing documents, aro no older than eight (II) }liars. 2. Any and all approved products slutll be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product. Control Approval ", or as specifically stated in the specific conditions of this Acceptance. . 3. Renewals of Acceptance will not be considered IP. a. Then: has been a change in the South Florida Building Code affecting Ihn evaluation of this product and thc product is not in compliance with the code change. b. The product is no longer the same product (identical) as thc one originally approved, c. if the Acceptance holder Ms not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. • 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination or this Acceptance. unless prior written approval has been requested (through the filing of a revision application with appropriate fcc) 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. The Notice of Acceptance number preceded by the words Miami -Dade County. Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed, then is shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall bc provided to the user by the manufacturer or its distributors and shall bc available for inspection at the job site at all time. The engineer need not rcscal the copies. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. This Notice of Acceptance consists of pages 1 through!. 9. END OFT1I1S ACCEPTANCE Frank Zuloaga, RRC Product Control Examiner BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE • OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road % yne, NJ 07470 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable lutes and regulations governing the use of boa materials. The documentation submitted has been reviewed by the BCCO and accepted by the Builcfmg Code and Product J � Committee to be used in Miami Dade County, and other areas where allowed by the Authority Having (''�• This NOA shall not be valid after the expiration date stated below._ The Miami -Dade have this (In Mari Dade County) and/or the AH7 (in areas other than Miami Dade CowntyC� the sight to accepted manner, the manufacturer for purposes. If this product or material feats to perform in the moth$►, or suspend the use of such of such testing and the AIiT may immediately �� mis acu. suspend it the is �ct or material within their jurisdiction. BORA reserves the right.to revoke to meet the rm -Dade County Product C� Division that this product or MaSnial of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Vel Zone oldie Florida Code. ocitY Hurricane DESCRIPTION:' GAF Ruberoid® Modified Bitm$en Roof System for Wood Decks. t LABELING: Each unit shall beaar a following P label with the per's name or logo, city, state and statement '.Dade City Product Control Approved", unless otherwise .noted RENEWAL of this NOA shall be considered after a oval application bas been filed and there has been no change in the applicable building code negatively affecting the perfte ante ofthis product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use and/or manufcpue of the product or Prows. Misuse ofthis NOA as an endue of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for ton and removal of NOA. ADVERTLSEMENT: The NOA mbar preceded by the words Miami -Dacus Canty, Florida, and followed by be done is its be �� in g Ana If any portion of the NOA is displayed, then it shall INSPECTION: A copy ofthis entire NOA shall be provided to the user the and shall be. available for at Ire job site at the request of the by aseclaI. tamer or its distributors Building Official, This NOA consists of pages 1 Ihr .33, • The submitted documentation was reviewed by Fri Zulosga, RRC. • ROOFING SYSTEM APPROVAL Cateeor9: Roofing SBS/APP, Modified Bitumen &ALT= Wood Maximum Desien Pressu to -75 psf Fire Classification: See General Limitation #1 TRADE NAMES 01? PRODUCTS MANUFACTURED OR LABELED BY APPLICANT : TARE 1 Product GAF Asphalt Concrete Primer Matrix= 307 Primer) GAF Mineral Shield® Granules GAF WeatheiCoat® Emulsion (Matrixfl4 Fibered 305 Emulsion) GAF Premium Fbered Alums Roof Coating (Matrix?° System Pro Alu mimaRoofCoating Fibered 301) GAF Jetblack All Weather Plastic Cement (MatrixTM Standard Wet/Dry Roof Cement 204) GAFGLAS #75® GAFGLAS #80 Ultimarec Base Sheet GAFGLAS Flex Ply" 6 GAFGLAS Ply 4® GAFGLAS®Mineaal Surfaced Cap Sheet Test Dimensions S 5, 55 gallons ASTM D 41 601b. Bags ASTM D 1863 10016. bags 5 gallons ASTM 1227 1, 5 gallons ASTM D 2824 1, 5 gallons 39.37' (1 meter) Wide 3937" (1 meter) Wide 39.37" (1 meter) Wide 3937" (1 meter) Wide 39.37" (1 meter) Wide t ASTM D 3019 ASTM D 3409 ASIM D 4601 ASTM D4601 ASTMD2178 ASTMD2178 ASTM D 3909 Product Descriation Asphalt concrete primer used to promote adhesion of asphalt in built-up mofmg. 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. • Fbered ahm>inum coating, Refined asphalt blended with a mineral', stabilizer and fibers. Permits adhesion to wet and dry surfaces. Asphak impregnated and coated glass mat base sheet Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. � IV asphalt impregnated glass felt asphalt coating. Asphalt coated, glass fiberinat cap sheet surfaced with mineral smiles. Product GAFGLAS® STRATAVENT® Eliminator Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT® Eliminator Perforated Namable RUBEROID® SBS Heat- We Wu Smooth RUBEROID® SBS Heat WeIder Granule RUBEROMO SBS Hat Weldn 170 FR. RUBEROID® SBS Heat Welder PLUS RUBEROID® SBS Heat- Weld PLUS FR RUBEROID Modified Base Sheet RUBEROID® Modified Adhesive Bitumen RUBEROID® SBS Heat. We1da 25 Ruberoid® Map RUBEROID MOP Smooth RUBEROID MOP PLUS Teat eastoea Sneciticatlon 39.37" (1 meter) ASTM D3672 Wide ASTM D 4897 various 39.37" (1 Wide 1 meter (39.37') wide 1 meter (3937') wide 1 meta (39.37') wide 1 meter (39.37") wide 1 meter (39.37") wide 393w(��) 5 gallons 1 meter (3937 wide 39.37" (1 meter) Wide 1 sq. toll 871bs. 39.37" (1 meter) Wide meter ASTM D3672 ' ASTM D 4897 ASTM D -6164 ASTM D -6164 ASTM D -6164 Product Deacrintinn Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granule embedded in asphaltic coating with factory perforations. Asp» coated glass fiber mat sheet available in three sizes. Fiberglass base sheet coated on both sides with asphalt Surfaced on the bottoin side with mineral granules embedded in asphaltic coating, Non-Woven Polyester mat coated polymer-modified asphalt and smooth surfaced. Non-Woven Polyester mat coated polymer modified asphalt and with mineral granules. Non -Woven Polyester mat coated fire retardant polymer modified asp and surfaced on -Woven Polyester polymer modified asphalt and surfaced with mineral granules. on-Woven Polyester mat coated with retardant polymer modified asphalt surfitced with mineral granule& Premium Sloss fiber reinforced SBS - m ' ed base Sheet flashin g with with surfaced II ASTM D -6164 N ATM D -6164 N fire and ASTM D4601, � % UL SBS- odified G2 BUR ASTM D 3019 Type�llt ASTM D -6164 ASTM D 6222 ASTM D5147 poi with ASTM D 6298 N ASTM D 5147 Fiber reinforced, rubberized Adhesive Non -Woven Polyester mat coated with polymer-modified asphalt and smooth Non -woven polyester mat coated with ymer modified asphalt and tired mineral granules. onwoven polyester mat coated with polymer-modified asphak and smooth woven polyester mat coated with and surfaced polymer modified with mineral granules ASTM D 6164 Non- AMU D5147 4T NOA Ne¢ 02.8405.1 Expleatka DO, Apps DMai RUBEROID MOP 170FR 39.37" (1 meter) RUBEROID MOP FR RUBEROID TORCH Smooth RUBEROID TORCH Granule RUBEROID TORCH PLUS RUBEROID TORCH FR RUBEROID 170FR TORCH Ruberoid® 20 Ruberoid® 30 Ruberoid® 30 FR RUBEROID® ULTRACLAD® SBS. RUBEROID® Dual FR Vent Stacks (metal and plastic) GAF Almninum Emulsion bona 39.37" (1 meter) Wide 3937" (1 Wide Test Product ASTM D 61 ASTMD514 meta) ASTM D 61 ASTM D5147 ASTM D 6222 ASTM D 514 • ASTM D 622 ASTM D5147 ASTM D 6222 ASTM D5147 ASTM D 6222 ASTM D 5147 ASTMD 6222 ASTM D 5147 ASTM D.6163 ASTM D 5147 ASTM D 6163 ASdM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6163 ASTM D5147 ASTM D 6164 ASTM D5147 PA 100(A) ASTM D 1929 ASTMD 635 n' Descr[ntlon 64 Non-Woven polyester coated 7 fire retardant polymer modified asphal and 64 Non-Woven dace with granules. polyester mat coated wi Ere retardant polymer modified and surfaced with mineral granules. Heavy duty, polyester reinforced, 7 modified bitumen membrane, smooth surface. 2 Heavy duty, polyester reinforced, asp modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, modified bitumen membrane, granule surface Heavy duty, polyester reinforced, with fire retardant a spit modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, with fire retardant asphalt modified bitumen membrane, granule surfhce. SBS modified asphalt base sheet reinforce with a glass fiber mat. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non woven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt surfaced with ahmmmmm, copper or stainless steel fort Non-woven polyester and fiberglass coated with file retardant, pow modified asphalt and shuthced with mineral granules. One-way valve vent used to relieve built up pressure within the roof system. Vent Stacks are available in metal or lastic. Mineral colloidal bituminous emulsion with reflective ah l unm flakes 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (I meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide Wide 5ga1kis None I 41,,1(;..1 NOA Net 02.6408.10 Expiration Dates 11/01/08 Approval Date '. i p3et3a .1 Product GAF Aluminum Roof Paint (MatiixT"' System Pro Ahnninum Roof Coating Fibered 302) GAF Binh Up Roofing Ahak • RUBEROID MOD Asphalt, Asphalt L & Asphalt P Shingle - Mater" Underlayment Tile -Mate Modified Base Sheet Tile -Mate Modified Cap Tile -Mate Modified Cap Plus TopCoat® Surface Seal SB (Mattis 602 SB Coating) GAF Weak MB+(Mahix 715 MB TopCoat MB+(Matzix 715 MI3 Coating) Weat herCote1 (Matrix 531 W Flashing Grade) Matrix Low V Matrix 101 System Pro SBS Adhesive (Ruberoid ®MB) Mat 201 System Pro SBS Flashing ®A 102 Select SBS (Rubetvid®MB) Mattis 202 Select SBS Flashing Matrix 203 Standard Plastic Cement Mabbt213 Gun Grade Plastic Cement 103 Cold Adhadvo • • Dimensions 5 gallons 1001b. cartons, bulk 60 lb. kegs 4 sq. roll 30 lbs. 1S sq. roll 1 sq. roll 103lbs. 1 sq. roll 102 lbs. 5 gallons 5 gallons 5 gallons 5 gallons Teat Product sin Descrindon ASTM D2824, Non- fibered. Aluminum pigmented, Type I asphalt roof coating ASTM D312, Intetply mopping and surfacing mph TYPe1,11.M and N ASTM D 5147 ASTM D 5147 ASTM D 5147 uC ASTM D3019 SEBS modified asphalt Fiberglass reinforced shingle undedayment SBS modified asphalt base sheet and interply sheet reinforce with a glass mat tole undedayment. Non-woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules tile Non-woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules file underlayment. Surface coating for sriooth surfaced mineral surfaced roofs. Surface coating for smooth surfaced an mineral surfaced roofs. Sum coating for smooth surfaced an mineral surfaced roofs. Surface coating for smooth surfaced an mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEES Asphalt Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Standard Plastic Asphak Roofing Caulk Grade. Cold Applied Asphalt Adhesive. Adhesive ASTM D3019 ASTM D3019 ASTM D4586 ASTM D4586 Ag'!M D4586 D3019 NOANoe0: 4a8.10. Expiration Animal bnagn Matrix 303 Select Blared Aluminum Matdx 304 Select Non- Fibered RUBEROIDO Modified Bitumen Adhesive MINIM! 5galltas • 5 gallons 5 gallons Test MREMO&B D 2824 ASTM D2824, Thm ASTM D 3019 Type Product 12.mi wog Mend aluminum coatis& Non-fibaed. Aluminum pigmented, asphalt roof coating. Fiber reinforced, rubberized Adhesive • APPROVED INSULATIONS: Product Name GAFTEMP Isotherm R, RA, RN & Composite, Energy Guard RA GAFTEMP® Composite A & N (BMCA)GAFTEMP® Fiberboard GAFTEMP® Permalite GAFTEMP GAFCANTrm GAFIEMP Permalite Recover Board GAFTEMP GAFEDGErm Tapered Edge Strip (BMCA) GAFTEMP® Ifigh Density Fiberboard BMCA EnergyCivard, RA BMCA Composite EnergyGuard, RA PYROX White Lin' e ACFortm 1,11 & Composite 1S095+ LSO 95+ Composite EPS Wood Fiber Nigh Density Wood Fiberboard Pelite/Urethane Composite Pedite Insulation Dens Deck TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite pedite insulation. Fiberboard insulation. Pedite insulation board Cut pedite board Perlite recover board Tapered perlite board High density wood fiberboard insulation. Polyisocynurate foam insulation Polyisocynurate/wood fiberboard composite 4: Pcdyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insdation Polyisocyanurate foam insulation PolYisocYanuratePerhte. ridged insulation Extruded polystyrene insulation Wood fibea insulation board Wood fiber insulation board Pedias / urethane composite board insulation Pislite insulation board A . Jtter resistant gypsum board Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA • Apache Products Co. Apache Products Co. Atlas Energy Products Fnestone Products, Inc. Firestone l3uikfing Products, Inc. Gook Genedc Generic Generic genetic O-P Gypsum Corp. •PiOA No 02440&1* APPROVED INSULATIONS: • Product Name E'NRG'Y-2 & ENRGY-2 PLUS, Ultra Gard Gold Fiber Gam Roof Insulation ISORoc Stnictodek Midti-Max &FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: Fastener Number Product Name 1. GAFITIE® (D181-Tece) •#12 Standard & #14 Heavy Duty Roofing Fastener 2. GAFITTE® (Drill-TecO) ASAP 3. GAFITTE® (DM-Tea) Base Sheet Fastener and Plate 4. Galvalume Mates (Dr& Teo® Metal) 5. Polypropylene Plates (Dnil- Tec® Plastic) 6. Dekfast Fasteners #12, #14 & #15 7. Dektbst Hex Plate 8. Dekthst Lock Plate 9. #12 Roofkcip Fasteners 10. Metal Plate TABLE 2 Product Description PolYisocyanurate foam insulation Glass fibeooMineral fiber insulation Polyisocyamnate foam / rockwool composite,insulation Wood fiber instillation board _ Polyisocrmurate roof insulation Rockwool insubtion TAml 3 Product Manufacturer Description Dimensions (With Current NO Insulation listener for steel, wood & concrete decks. - , GAFrnE Fasteners " metal and plastic plata( Base sheet fastening assembly. Rotmd Fission; stress plates. Round polypropylene stress plates. Insulation fastener for wood, steel and concrete decks Galvalume hex stress plate. Polypropylene locking plate. Insulation thstener for wood and steel. Galway= stress plate. 3" and 3¼" GAF Materials Corp. 3" and 3¼" GAF Materials Corp. Construction Fasten Inc 27/8" x Construction Fasten 3¼" Inc. 3" x 3¼" Construction Fasteners In 11W Bulkiest Ccap. 1TW Buildex Cap. • 3" toad 3" square • Membrane Type: Deck Type l: Deck Description: System Type E (1): All General and System SBSISBS Cold Applied • Wood, Non-insulated New Construction or Reroof 19/3" ar r plywood or wood plank decks Base sheet mechanically fastened to roof deck. Limitations shall apply. • GAFGLAS #80 Minim Base Sheet, STRAl'AVENT® Eliminator Perforated Naiable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SB- Heat -Weld' Smooth or RUBEROiD SBS Heat-Weld 25 base sle=et y fastened to deck as descn'bed below; GAFGLAS® Ply 4 ®, GAFGLAS Flex Ply", 6, . a vLAS #75 'base Shea or of above Base sheets to deck k wits: approved atmutaamg -- 1 tin caps at a spacing of 9" o.c. at the lap staggered and in two rows 12" as in the field (Maximua, Design Pressure -45 psj; See General Limitation #7� �G�® Ply' 4®, GAFGLAS Flex Flynt 6, GAFGLAS #75 Base Sheet or of above Base sheets attached to deck with Drill-Tec (GAFT ITE) #12 or #14 Screws and.3" Plates, 12" o.c. in 3 rows.- Om row is in the 2" side lap. The rows are spaced approximately 12" o.c. in the field of the sheet, (Maximum Design Premiere -45 psf, See General Limitation #7) GAFGLAS Flex Ply 6, GAFGLAS #75 Base Sheet or any of above Base attached to deck with approod ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap and in two rows 9" o.c. in the field. (M Design Pr ' General Limbation #7� GAFGLAS #75 Base Sheet Base sheets attached to deck with Dell -Tec (GAFITTE) #12 or #14 Screws and 3" Plates, f2" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced 9" o.c. in the field ofthe sheet. Maximum Design Pressure -60 psi," See General Limitation #7j Any of above Base sheets attached to deck approved ammlar ring shank nails and 3" inverted Drill Tec (GAFlTTE) insulation plates at a fastener spacing of 9 ".o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure -60 p i; See General Limitation #7) AFGLAS #7S Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTTTE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One mw is in the 2" side lap. me other rows are equally spaced approximately 9" o.c. Lkthadon the field of the.sheet. (Maximum Deign Pressure -75 psf, See General i One more 'es PLY 4 , GiA� S GAFGLAS Flex Ply 6, OAFCLAS #80, RUBEROID MOP Smooth or RUBEROID 20 sheet adhered in a mopping of approved asphalt applied within the EVT range and at a rate of 20- Base sheet: Fastening Options: Ply Sheet: :ilk.' :, , • GAF in fidi 40 Membrane: One or more plies ofRUBBROID MOP Smooth beroid® Mop 170 FR, • Ruberoid® Mop Granule, Rnberoid®.Mop Pins ile, Ruberoid® 7A, 30 or Ruberoide 30 FR or Ruberoide Mop FR or RUBEROID UihCJadTM adhered in a Rnl1 mopping of approved asphalt apps within the EVT range and at a rate of 20-40 Ibs./sgq. Or, One ornate plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, Ruberoid® 20, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBERROID UltiaC1adkx SBS in RUBEROM.Modified Bitumen Adhesive at application rate of 12 gal/sq. Surfacing: (Optional, required if RUBEROID MOP Smooth or RIMEROlU 20 is top membrane) Install one of the follow 1. Gravel or slag applied at 400 lb /sq. and 300 IWsq. respectively in a flood of moved asphalt at 60 lb/sq. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of25 lb/sq. ± 15 %. • 3. GAF Weathercotee MBA 715 MB Coaling), Applied at 1 to 1.5 4. Top Coat® Surface Seal SB(Mat ix 602 SB Coating), Applied at 1 to 1.5 gal -�sq. Maximus Design Pressure: See Fastening above WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with ply 4 and Flex Ply t'4 6 when used as a mechanically fastened base or anchor sheet 2. Minimum 'A•„ Dens Deck or h Type X gypsum board is acceptable to be installed direly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Directory for fire ratings of this product. 2. 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 : asphalt applied within the EVT range and at a rate of 20-40 lbsfsq., or mechanically attached the fastening pattern. of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in asphalt, panel size shall be4'x4'm , 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell fR : insulations when the base sheet is fully mopped. NW recovery board is used the base sheet • s : I be spot mopping with approved asphalt, 12" cliameter circles, 24" o.c.; or strip mopped 8" ribbona in three TOWS, one at each sidelap and one down the center of the sheet allowing a . s s s s sus area of ventilation. Encircling of the strips is not acceptable. A 6" break shell be placed every 12 in each ribbon to allow cross von. Asphalt application of either system shall be at a minimum of 121bs/sq. Note: Spot attached systems shall be limited to a maximum design press of-45 psL 5. Fastener spacing for insulation attachment is based on a Mlnhnum Characteristic Force (F) value o 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as old- tested, are below 275 IbL insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of i chor/base sheet or membrane attachment is ,. „ on a minimmn fastener resisamce value in conjunction with the maximum design value listed within specific system. Should the fastener resistance be less than that required, as determined the Engineer, Architect, or Registered Balding Official, a revised �& prepared, Wined and sealed by a Florida Reglstered shall Roof Co�ttent may be submitted. Said revised fasteners- , resistance value taken from Testing Application S TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. • Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of areas. Fastener densities shall be increased fbr both insulation and base sheet as calculated Roofing l7 � e n tds Ilmttadon is referred within NOA, General Idmightlon d9 wl & Add attachment and sizing ofperimeter mass, metal profile, and/or appli flashing ter) 0onk= with Roofing Application Standard RAS 111 and shall a�n 9. The designed limitation listed shall be applicable wind load requirements. zones and corners). Neither rational applicable at on sha l b weirs zones (i.e. (When thstening enhanced pressure analysis, roe' extrapolation extended shall be and corner ) limitation b (i.e. Pte, extended cows and corners), ( heniteab�) �y referred within thk NOA, General Limitation #7 will not END OF THIS ACCEPTANCE NOA No x.10• Expl atlmh Data 11%$3 Annul Daha'1rd21 2 • Par 31 e13f zuuu ROOFING "MATrRI S & SYSTEMS DIRECTORY ROOF COVERING MATERIALS (TEV•I) Roofing Systems (TGFU)–Continued Insulation One or more layers perlite, glass fibe4 3/4 in min, isocya- nurate, urethanc Perlite/isocyanurate campusIte,.perlite /urethane com- posite, phenolic, 1-1/2 in. min Base Sheet Membrane (�� more or ens layers of Type Gl, G2 or G3. s. granule), "Ruberoid Torch Plus" "RuRuber d Torch" (smooth or granule) or "Ruberoid Mop Plus' (gra (granule). "Ruberoid Mop (smooth or Surfadng: "AL MB Aluminum Roof 9. Deck C-15/32 Incline 1/2 1-2 gal /sq. Insulation (Optional): One or more layers 1/2 �m� urethane, perlite/ > l glass fiber 3/4 is urethane composite, phenolic. 1-1/2 in. min a composite, perlite/ Base Sheet One or more layerse G2 "GAFGLAS 875 Base Sheet", hot mopped or mechanically haMted in placePly Sheeb mopped in or more layers of TypeP GI "GAFGLAS gg ply 4", hot Membrane Surfadng ("Ruberoid id AF or GAF Weather Coat Emulsion Mend Alumintmt Coating at 3 gal /ssqq at 1 -1/2 gal /sq 10. Deck C-15/32 Indiae 1/2 • Insulation (Optional): One or more layers perlite, glass fiber; 3/4 in �4 isocyanurate, urethane, perliie /isocyanurate oomph per/ Base c • • '0 phenolic, 1 -1/2 in. min. more layers of G2 GAFGLAS 875 Base Sheet", ' Ply Sheet One or more layers of Type G1 "GAPGLASc ' 4" or • "GAFGLAS Ply 6" hot mopped In ply. Mine "Ruberoid Torch 170FR" (granule). S r acing (term) GAF Fibered Ahulnum Coating at 1 -1/2 gal /sq 11. Deck C-15/32 eathe r Coat Emulsion at 3 gal /sq. • Indium 1/2 hot moppedd or .mechanically in glass � offset bin. place. J� Base Sheek One mechanically � hs zed in place. GAFGL.AS ie15 Base sheet", Ply Sheet ( Optional): One or more layers of Type G1 "GAFGLAS Ply 4" Mme "Ruberedd Torch 170PR" (granule). iY . SuthdnB (Optionalk GAF Fibered Ahmdnum Coating at 1 -1/2 gal /sq 12. Deck C-15/12 won at 3 gel/ 1/2 Insulation (Optional): die; perhte or glass � any thick ness, hot �oints offset 6 in. hot One or ky�� fastened c MI5 Base Sheer, Ply Sheeb or more layers of Type kG1 "GAFGLAS Ply 4" or "Ply 6`, mopped in place. Membrane m#adng (Optional): t (granule). or GAF Weather Cat Emukdon at 3 gal /sq. at 1 -1/2 gal/s, 13. Deck NC Inch 1/2 Isocyamuate, wood fiber board, perlite, glass offset 6 in mopped 0! medundcally fastened in place. Joins • • . Base Sheeb One or more layers of Type GZ "GAFGLAS #75 Base Sheet", hot mopped in place. Pr ly `<SI Sheet One or more layers of Type GI "GAFGLAS Ply 4" place. Membrane "Ruberoid Torch 1711F/t" k ' ;3Surfadn 8 ( " Fibered Aluminum Coat" at 1 -1/2 14. I /sqo GAF Weather Coat Emulsion at 3 gal /s4 , Incise 1/21 t • ►;. � onhicF fiber board' per" or A 6 in mechanically fastened in pleas, joints Sheet; Vi: pr mole layers of "GAFGLAS #75 Base { ►'' ( f.. (/. \__ •r l • .. •ti Q •' .AS.sheer, LL ii' i.' or more lay ! . CAI torn . t uua ot� /1.1X EdrulsionApp 1 /2'•y�` A/ ROOF COVERING MATERIALS (TEVMI) Roofing Systems (TGFU) –C, tinued Insulation (Optional): Perlite, fiber glass isocymera perlite /isocyanurate composite or phenolic. Base Sheet One or more layers Type G2 or base sheet, l or mechanically fastened. ot Ply Sheet (Optional): One or more layers GI, hot place. • Membrane .. _ . — 16. Deck C.,,,,L Incine 1/2 Insulation (Optional): Perlite, fiber glass, isocyanur Pte /isocyanuate composite or phenolic, o 6 in. from Joirta mopped or mechanically w of Type G- or G3 base shy PPly Sheet (Optional): One or more layers of i . G-1, hot mopped Membrane: (Me layer of "Ruberoid Tor or "Ruberoid . Membrane FR" (granule )One layer of "Ruberoid Torch 17i FR ", or "Rd 17. Deck NC Incline Insulation (Optional): composite or P uretihane, perlite /isocyanura fiber te c ' • Base Sheet One or more c ar r layers Type Q or G3 . - -. sheet, hot or nu caly fastened. mOPPr place. o y Sheet Optfonalk One or more layers ' . GI, hot mopped is Membrane One layer of "Ruberoid Mop FR" • "Rubemid Mop i>r (granule). 18. Deck NC Insulation (Optional): Perlite, glass, 1 2 te, fiber glaor, Base Sheet( /isocyanurate composite or • ,�,. sheet, hot moppedoror mechanically of G2 or G-3 bar • p Sheet (Optional One or more layers of • G-1, hot mopped Membrane: One layer of "Ruberoid Torch" (_,.... ), "Ruberoid Mop* Membrane: One la of or "Ruberoid Mop 170 FR" (granule). °� 170FR , `Ruberoid Mop FR' 19. Deck NC Incline 1/ • Insulation (Opt(orial): One or more layers perlit , glass Ebel urethane, perlite /1socyan rate , . or phenolic, ay Base Sheet One or more plies G1 or G2, hot ; . or adhered will Karnak Chemical Co. "No. 81" or Gibson- . "Ho 6160" eV applied adhesive at 1 -1/2 gad /sq. • Membrane One layer of "Rubernid Mop FR" ., "Ruberoid Mop 120 �' (8 ►ule), hot mopped or adhered with Chemical Co. "Na 20 Deck or C 15son -Ho „No 6160" cold applied : i at 1 -i /2 gal/s) Insulation: Polyisocyanurate, any thickness. 1/ Base Sheeb "GAFGLAS 8751 -,(Type G2), Membrane One or more plies of 'd lb •`' Membrane "Rubemdd Torch 170PR" (granule). 21. Dada G15/32 huh= 1/2 ( attached. ).). a Insulation (Optionalk Polyisocyariurate, wood a .:. perlite, glass fiber any ttdckress, not mopped or my Base Sheet One or more plies of `l�rpe G2 " i" ar Tastes hopped "Ruberoid 20 FR" base sheets, hot mappeu or Membrane One or more plies of "Ruisoid 30 22. place. eck C -15/32 Incline 1 , . Insulation (Optional): Polyisocyanurate, wood. fiber any thickness, hot mopped Sage Sheet One or more plies of Type GG r. . Sheets � or moreplies of. "tuibenoid20" or .' . ..,,. in per,, • Hi a •� , ..1' • Cite or metre plies of•"Rubervid 30 i: t S' :07:f4„, .i'• C 13/32 j ;1/2 i 08tonanotRber On or Seth ... •( �• x pm8iasi moppy dFR", l ., hot'#opped is ;•,+..- - el! ti; atnhaeical1) r.a-• di••