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RF-08-2113Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: February 13, 2009 Inspector: Annese, Salvatore Owner: LI, SUELING & MARY Job Address: 990 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HI -RISE COMMERCIAL ROOFING INC. Permit Type: Roof Inspection Type: Final Roof Work Classification: New Roof Phone Number Parcel Number 1132060340180 Phone: (954)792 -5651 Building Department Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. nspector Comments February 12, 2009 Page 2 of 11 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: February 13, 2009 Inspector: Annese, Salvatore Owner: LI, SUELING & MARY Job Address: 990 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HI -RISE COMMERCIAL ROOFING INC. Permit Type: Roof Inspection Type: Nailing Affidavit Work Classification: New Roof Phone Number Parcel Number 1132060340180 Phone: (954)792 -5651 Building Department Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments February 12, 2009 Page 3 of 11 Ste SeertesVithife V4 Veft a <e ee 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305 - 795 -2204; Fax 305 - 756 -8972 www.miamishoresvillage.com RE: Permit # gc- z t 1-% 1 lea. a194teff"—e) Elbe IL DATE: 1 g 1 Oq INSPECTION AFFIDAVIT , licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: C- c On or about Tall wry A-1 y 1-1° /° , I did personally inspect the roof deck nailing and /or (Date & time) secondary water barrier work at cf Si°,reErr fV,wri,■ errs 1:;L (Complete Job Site Address) Based upon th t examination I have determined the installation was done according to the Hurricane Mitigation R' •fit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this ) day of Notary Public, Sate of Florida at Large sMMMEV L RMIOS HON Palk • lb* ol Cleft C rrs• $ OD 171* *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection .4'.tItt Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: February 13, 2009 Inspector: Annese, Salvatore Owner: LI, SUELING & MARY Job Address: 990 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HI -RISE COMMERCIAL ROOFING INC. Permit Type: Roof Inspection Type: Up Lift Report Work Classification: New Roof Phone Number Parcel Number 1132060340180 Phone: (954)792 -5651 Building Department Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments February 12, 2009 Page 1 of 11 Roof Leak Detection Company, Inc. LICENSED: STATE OF FLORIDA CERTIFIED: Troxler Electronic Laboratories CERTIFIED: Infrared Thermographer INSURED: Liability Workmen's Comp. Haag Certified Roof Inspector DADE COUNTY CER'T'IFIED: 07- 0912.02 CA# 28158 7588 Oakboro Dr. Lake Worth, FL 33467 Telephone (561) 439 -0684 (800) 330-0684 Fax (561) 439 -3073 February 9, 2009 Lee Residence 990 NE 100th Street Miami Shores, FL 33138 A TAS 106 -95 Tile Uplift Test was completed at 990 NE 100th Street located in Ft. Miami Shores, Florida on February 9, 2009. PURPOSE: The purpose of the test was to determine if the newly installed Concrete Tile Roofing System meets the required uplift resistance. METHOD: A calibrated Chatillion Digital Force Gauge model DFIS 100 was used to perform the tile uplift testing to a minimum of 35 lbs in conjunction with a visual inspection. All testing was performed in accordance with the 2004 Florida Building Code, High Velocity Hurricane Zone Testing Application Standard (TAS) 106 -95 Requirement which states "that a minimum of each corner, every two hundred square feet in the field, one in every twenty ridge /rake /hip tiles (where applicable), and every ten feet along the perimeter tiles." Each tested tile was marked with either a T (pass) or F (fail) in yellow crayon for further inspection and/or repair. TAS 106 -95 TEST SUMMARY: Roof Pitch: 5:12 Tile Type: Concrete Attachment Method: Polyfoam Adhesive Roof Areas(sq ft/each) Total # of Tests Total # of Tests Passed % Passed Ridge/Rake/Hip: 166 each 18 18 100 % Field: 42 42 100 % Corners: 10 10 100 % Perimeter(treated as 3'): 26 26 100 % Totals: 2,143 sq ft 96 96 100 % CONCLUSION: A total of 96 tests were conducted on various tiles and marked with crayon. All tests passed 100% and we did not record any failures. It is our opinion that the newly installed concrete tile roofing system on the aforementioned residence was installed according to Manufacturers Specifications and Florida Building Code Requirements. Steven M. Thomas HCRI, CT President 1 / 3 Irving E. Abcug Director of En *SEE ATTACHED DRAWING FOR FUR'1'HER DET ROOF LEAK DETECTION COMPANY, INC America's £eadiing 49Kost frnutedgisting firm Since 1981 TAS 106 -95 TILE UPLIFT TEST DATE: 02 / 09 / 2009 NAME: Lee Residence ADDRESS: 990 NE 100th Street Miami Shores, FL 33138 NUMBER OF TESTS: 96 PASS: 96 FAIL: 0 Test Key: C = (corner) 10 P = (perimeter): 26 F= (field): 42 Ridge/Rake/Hip: 182 each @ COMMENTS: Concrete Tile, Polyfoam Adhesive, 6/12 pitch, 2,143 Sq Ft sloped roof * - - -- Outline treated as 3' Ridge Areas ..;..A? W. T :PASS F: FAIL Perimeter Areas 58' 15' *DRAWING NOT TO SCALE ALL TEST LOCATIONS ARE APPROXIMATE & TILES MARKED IN YELLOW CRAYON 'SEE ATTACHED DRAWING FOR FURTHER DETAILS ft Miami Shores Village Building Department to050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. g F lei-- 6 g" � p47 C 0 206 PERMIT APPLICATION - aster Permit No FBC 2004 BY. Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) &Suf.! f r) L, Phone # ,W5-&0/1, ' 41/45q 02, Owner's Address q q() NE ) � f City M fOtnil. ,Shorts State l Tenant/Lessee Name zip 3313g-1;0)3 Phone # Job Address (where the work is being done) go N.E. ) 5` f &Lt City Miami Shores Village County Miami -Dade Zip 33 J 3 O - (95). FOLIO / PARCEL # ) 1 - , 3 L! - 0,54)- 01 $'tip Is Building Historically Designated YES NO Contractor's Company Name > ,f i z 1 / Phone # qN r14a ..501 Contractor's Address 37 03 HQJ mratx Al v-(4 5uA t , H City . L 4 otk yy��,, State Fl Zip .J� J n n Qualifier Name lit)/ vLj am 0. L � C, Phone #. c ✓ 4- / Opc " 5h I State Certificate or Registration No. l! 6e, 8) '76/ / Certificate of Competency No. Architect/Engineer's Name (if applicable) W/ Phone # Value of Work For this Permit $ 150 Square / Linear Footage Of Work: „1 5 Type of Work: DAddition Describe Work: DAlteration ONew Repair/Replace 0 Demolition ******** ** * * *** * * * * * * ** ** ** **** * * * * ** ** Fees************* * *** * ** ** ** ** * ** ** * * ** * **** * *** Submittal Fee $ Notary $ Scanning $ Bond $ Permit Fee $ Training/Education Fee Radon $ DPBR $ CO/Cr.-- Technology Fee $ Zoning $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -+ 1 Bonding Company's Name (if applicable) 'b l 4 Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) WJ Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reins i -ction fee will be charged. J Signature Owner or Agent The foregoing instrument was acknowledged before me this a.°� day of temay, 20 , by &4se t t v13 who is personally known to me or who has produced F L �.� - X 8/ao I11 As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: HUMINTRATA D. BUZZANELL rtv Notary - State of Florida 1 Commission # DO 529448 y Bonded By National Noiary Contractor The foregoing instrument was acknowledged before me this day of Ltitint, 20 Ofe, by who is p rsonally known wnn to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print: V My Commission Expire ************************************************** * * * * * ** * * * * * * * ** ** * * * ** * * ** * * ** APPLICATION APPROVED BY: , ? /s Qfr (Revised 07/10/07) Engineer Zoning Mama SieweVAtfe 614 Vontateet 10050 NE 2nd Ave* Miami Shores, FI 33138 Phone 305 -795 -2204; Fax 305-756-8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: a cif--11 Yl q Li Property Address: 9 Roofing Permit Number: Date: N E J 00111 3hrzt± Dear Building Official: certify that I am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature State of Florida County of Dade Print Name The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. �� Sworn to and subscribed before me this day of Notary Public, Sate of Florida at Large * When the just valuation of the structure for purpose of ad valorem L J.." (9-co 8" ation is equal to or more than $30 FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the R tw a.s a a w w AP, ss"p. f SHUMINTRATA D. BUZZANELL - State of Florida ss�on s to t�°cbnr��l@8d�1�$h6rAcssn. -ear- VII ro v ,r ar W r ® ar 11111111111111111111111111111111 NOTICE OF COMMENCEMENT R Bk 28676 P 3130; Ups) A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION RECORDED 12/08/2008 14:04:52 HARVEY RUVII4 CLERK OF COURT MIAMI -DAME COUNTY, FLORIDA PERMIT NO. TAX FOLIO NO.) 1 `3 /2OLi 0341, 0) gQ LAST PAGE 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. 1. Legal d- scription of property and street / addre .fig /� _� 2. Descripti•n of i GIs •rovemen ' 5 3. Owner(s) ame nd address ''L • ► , •� ' r r �lY�: i'�'i?lf.� �"�1�'�!f`'►kr7�F.ilL��jG Name and address of fee simple t►tleholder: Interest in property: 4. C. tractor's na e and address: Si . L1,111 14 _A 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: Amount of bond $ 6. Lenders name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: 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 differ- t date is specified) IA ur► Signature of Owner Print Owner's Name Sue(tj 1e Prepared by Sto Swom to and subscribed before me this tel& day of ea+e , 20 a0 . Notary Public: .�� ►: ' 'fil Print Notary's Name: P A My commission expires: 141 >;1, SHUMINTRATA D. BUZZANEL .'e>S'it, %'' Notary Public - State of Florida y Comini§sidn Expires Apr 26, 2010 Commission # DD 629446 Bonded By National Notary Assn. kairPs SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFI 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. 0L d J i:: L r1. Aesthetics - are .r the purpose performance standar provisions. Aesthetic 'r be addressed as part o in a Cod rkmanship provisions of Chapter 15 (High Velocity Hurricane Zone) roofing system meets the wind resistance and water - intrusion nce) issues are not a consideration with respect to workmanship r architectural appearance, that are not part of a zoning code, should een the owner and the contractor. . Renailr rdance with e (The roof de enlacing roofing, the existing wood roof deck may have to be renailed ns of /Chapter 16 (High Velocity Hurricane-Zones) of the Florida Building led or to removing the existing roof system). 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 sh t„ notify the occupants of adjacent units of roofing work to be performed. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewedd 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 provide5•i• option cif maintaining this appearance. • • • • • .. • • • E._ • _5. Ponding Water. The current roof system and/or deck of the building may not d ih;ti II and maq• cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an Indict tldr? bf structural distress and may require the review of a professional structural engineer. Ponding may' Mbdten tip ¶fe• expectancy and performance of the new roofing system. Ponding conditions may not be eviderit'drTtil the orlgtrtdl roofing system is removed. Ponding conditions should be corrected. • • • • • • • • • • --6. Overflow scuppers (wall outlets): It is required that rainwater flow off so MIN Ztd roof is dot -overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block thin disctiatgd if• overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scupperslg accordtrtt with t3ie Florida Building Code, Plumbing. • • ° • • .• • UL. _ 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. Owner's /Agent's Signature 9 '10 NE ' Property Address 0-1 / g beteL. Contractor's Signature Date Permit Number Rev:112012005,Computer Services, Building Department • • • • • • • • • • • • • • • SUBJECT TO COMPLIANCE ALL FEDERAL STATE AND COUNTY RULES AND RECULATIr 'C ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Process No. Contractor's Name Hi -Rise Commercial Roofing, Inc Job Address '?9 /cvn jili Low Slope ❑ Asphaltic Shingles ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof pi Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep l � Roof Area (SF) Section B (Roof Plan) Mortar /Adhesive Set Tile ❑ Wood Shingles/Shakes ❑ Repair ❑ Maintenance 3 662 • • • • •• • • • • •• • •• Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and •••• ftow drains. • Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones ana location df parapets. • • •••••• •• •• •• • 15.32 7 •• • • PLEASE S EE THE ATTAC BED DRA WINGS • • • • • • • • • • • • • •••• •• • • • • • • •• • FLORIDA BUILDING CODE — BUILDING CO 20.5 Drip Edge / v8' Slope Low Slope Roof A' 594 5q. Ft. CD 9 Ft Sev. <VB. Slope 15.25 Drip Edge 1 56.5 • • ••• •• •• • • • • • • • • • • • • • • ••• • • •• • • • • • • • • • ••• ••• •• • • • • • • • • • • ••• • ••••• • ••••• • ••• • • • • • • • • • • • • • • •••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• • • • • • ••• • • • ••• Drip Edge /6. Slope Low Slope Roof 1C 330 Sq. Ft. Q 9 Ft. Elev. Hp <v8' slope Low Slope Roof 'a 515 5q. Ft. 0 9 Ft. Elev. 24.5 Drip Edge Hp -! 4.5 Hip 15.5 22.5 1 14 2,143 Sq. Ft. 9" Flat The Sloped Roof 594 Sq. Ft. Low Slope Roof "A" 515 Sq. Ft. Low Slope Roof "B" 330 Sq. Ft. Low Slope Roof "0" •• •• • • •• Legend Control Joint — - - — - Expansion Joint Roof Top Units HVAC on Curb Roof Hatch HVAC on Sleepers Skylight Unit on Curb Unit on Sleepers Projections • Plumbing Stack 0 Hot Stack • Pitch Pan Drainage } Drain (Existing) Drain (New) Miscellaneous Gas Line Walkway Paver Walkway 0 Metal Sleeve Stack Scupper Problem Indicators • Blister Ponding XXXXX Flashing Problem Crickets Roof Level Change Gore Test Ridging Bare Spot Photo Indicator • Note: -U indicates an unused Hem Hi -Rise Commercial Roofing, Inc. 3700 Hacienda Blvd., Suite H, Ft. Lauderdale FL 33314 -2523 Tel: (954) 792 -5651 Fax: (954) 792 -9397 Project Re -Roof Single Family Residence Customer 990 NE 100 Street Miami Shores, FL 33138 -2513 Date Scale N.T.S This drawing is the property of Hi -Rise Commercial Roofing, Inc. It may not be reproduced without written consent. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Fill In specific roof assembly components and Identify manufacturer (If a component is not used, identify as "NA ") System Manufacturer: C6/2-14/143 O Product Approval No.: -b Z Z74 a 4 5. 34 Design Wind Pressures, From RAS 128 or Calculations: Pmaxl: —41. 2. Pmax2:" e.Z• (cs Pmax3: —/ Zi. 3 Max. Design Pressure, from the spscific Product Approval system: _ 6Z..:5 Deck: Type: -Ply s st. to Gauge/Thickness: ' /S " r�$ a Slope: Anchor/Base Sheet & No. of Ply(s): 4.14 Anchor/Base Sheet Fastener/Bonding Material: n!/4 Insulation Base Layer: JU /A Base Insulation Size and Thickness: 1-1/4 Base Insulation Fastener/Bonding Material: A//4 Top Insulation Layer: ?VA Top Insulation Size and Thickness: 1U /A Top Insulation Fastener/Bonding Material: old Base Sheet(s) & No. of PIy(s): lPt1 6($5. Ba,se Sheet Fastener/Bonding Material: 1.4vil..f► Wp4L,S d -r;•5 chps Ply Sheet(s) & No. of Ply(s): Fu or f \1 5 'L1f Ply Sheet Fastener/Bonding Material: IV Asf1Ar.1. -r Top Ply: I cl.►N-i. 111• Fj2. CJ Top Ply Fastener/Bonding aterial: r p+� t s1 ,ts12c.k.t -r FLORIDA BUILDING CODE — BUILDING Surfacing: Jt1Jji Fastener Spacing for Anchor/Base Sheet Attachment: Field: 4 " oc c Lap, # Rows 3 @ c5 " oc Perimeter: 4 " oc co Lap, # Rows 3 c " oc Corner: 4 " oc 0 Lap, # Rows 4 e 4," oc Number of Fasteners Per Insulation Board: Field N/A Perimeter/Li %A CornerIVA 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 • • • • • • • •• • • Ste. dTt-TA C.460 • • • • • • • • •• • • • • • •• • •••• ••••• •Ik•• ••••• • • •• •• 0 • • iFT. • •'• • FT. •••• •• • • • • •• • 'YA •••• • • 'Pgfi'apet •'PIQUA •• • V Mean Roof Height ••II ••• • •• ••• ••• • • •••••• • • • • • • • • • 15.33 NON - INSULATED FLAT DECK 1 Ply GertainTeed's Flintlastic FR Gap Sheet Mopped in Hot Asphalt. 1 Ply Ger1-ainTeed's FlintGlas Premium Ply VI Mopped in Hot Asphalt. 1 Ply CertainTeed's GlasBase Fastened w/ 1.25" R.S. Nails Tin Gaps 3i 3 • • •—.• 3 x 3' galvanized (Painted White) Drip Sdge fastened w/ 1.25 RS. Nails 4° O/C • • • •• • • • • • • •• • •••• •••• • •••• Few••• • • •• •• • • • • • • • • • • •• • • •• • • • • • • • •••• • • •••• •• • • •. • This drawing Is the property of HI -Rise Commercial Roofing Inc., It may not be reproduced without written consent. • • • • • • • • • • • • • • DETAIL NUMBER GertainTeed DATE: Drawn By. bfs COMPANY: HI -Rise Commercial Roofing, Inc. 3700 Hacienda Blvd., Suite H, Ft. Lauderdale, FL 33314 Phones 954- 792 -5651 Fax 954-792-9397 SCALE: None PROJECT: GertainTeed Re -Roof 9 "AU-7S ,0 r1 ite4 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: YYtd 4.u.- L;,P - au, Lt„L, Notice of Acceptance Number: G7.-jo 3.12. Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations)1. _ PP P2: -f6, / P3: -�t.. / Maximum Design Pressure (From the Product Approval Specific System): Roof Slope: 2, 5 : 12 Steep Sloped Roof System Description \ Deck Type: \ Type Underlayment: Insulation: • . • • • .• 0 • •• • • • . 6/8 '' ?ty w030 • • • • Ridge Ventilation? /41/A 3a",As Inc. Fe L, •.•. • • ...• •w7••• • • .•.• • • ••• •• • • • • • •• .• NI.A • • • Fire Barrier: Mean Roof Height: 121 • • Fastener Type & Spacing: • • • • • •• • 0000 • • I. L6" t1-$. a L $ � Ti;s Cr p$• • • • eo"oe. L•ap 2 Ragas /2 ~66 PE Adhesive Type askA im06_, tReLfefre, 1 id aaL& .f Type Cap Sheet: alb' d Th.t re L-r i A.sp4c.4." Roof Covering: Type & Size Drip Edge: 2414. 4v,"c 15.34 FLORIDA BUILDING CODE — BUILDING • • • • • • • • • • •• • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf.If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calcnlations Per RAS 127" �j (Pl x A. • 2 =436) - Mg: is t / 7 = Mr1 3 , / 9 Product Approval M1 $". (132rLKI xA,.l- = 1i. 78) -Mg: (e./7 = Mr24•6,/ Product Approval M ��JJ�� /� (p3:-16.1 x A • 26e) / mil• 7 L'1a) - Mg: �'•� % = Mr3 /2. C./ Product Approval Milk T Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Be1owa`1' • 4. Product Approval Mf • 4 Mr required Moment Resistance* Description Symbol • • •• Where to find •. • • Mean Roof Height - Roof Slope 4, 15' 20' 25' 30' Job Site Roof Slope 40' Job Site 2:12 34.4 36.5 38.2 39.7 Product Approval Attachment Resistance 42.2 Product Approval 3:12 32.2 34.4 36.0 37.4 Product Approval Required Uplift Resistance 39.8 Calculated 4:12 30.4 32.2 33.8 35.1 Product Approval All calculations must be submitted to the building official at the time of permit application. 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 • 7:12 24.4 25.9 27.1 28.2 • • 30.0 • • • • •• •• • *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and App :01s. • • • • • •••• • • •• For Uplift based tile systems use Method 3. Compared the values for F with the values for Fr. If the F values are greater the* or4alp the Fr values, • for each area of the roof, then the tile attachment method is acceptable. • • • • • • • • • • • •••• • Method 3 "Moment Based Tile Calculations Per RAS 127" (Pt: xL = xw:= ) -W: (P2: (P3: xL xL = xw: =_) -W: = xw:= ) -W: x cos 0 = Frt X cos B = Fi2 x cos 0 = Fu Product Approval F • • • •• •• Product Approvali:• • • • • Product Approval 1* • •••IN•• ••• • • •• • • ••• •• • • .... ::SEE: •• • • • • •• • • •••• • • • ••• Where to Obtain Information • • • - Description Symbol • • •• Where to find •. • • Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height 11 Job Site Roof Slope 0 Job Site Aerodyirmic Multiplier A. Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance MR Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. •• • • • ••• ♦M• • • ••• • • • FLORIDA BUILDING CODE - BUILDING 15.35 ' TGFU.R11656 - Roofing Systems Page 3 of 18 *All joints blocked. Insulation (Optional): — One or more layers polyisocyanurate, 2 in. min, wood fiber, 1 in. min, perllte, 3/4 in. min, glass fiber, 15/16 In. min. Base Sheet — Two layers Type G2 "Glasbase" base sheet or Type G1 "Flintglas Ply Sheet ". Surfacing: — Type G3 "Flintglas Mineral Surfaced ". 11. Deck: C -15/32 Incline: 3 Insulation (Optional): — Any thickness, one or more layers or combinations (optional of "Hy -Therm AP ", "Hy -Therm TAPERED ", "Hy- Therm COMPOSITE ", "Celo- Therm " "HY -Tec (Energy- LOk) ", "TRI- Star", wood fiber or glass fiber, mechanically fastened or hot mopped. Base Sheet: — Type 15 asphalt organic felt, or "Glassbase Base Sheet ", nailed or hot mopped. Ply Sheets: — Min three plies Type 15 perforated asphalt organic felt, "Flintglas Type VI Premium Ply Sheet ", "Flintglas Type IV Ply Sheet ", hot mopped. Surfacing: — Gravel or slag. 12. Deck: NC Incline: 2 Insulation (Optional): — Any thickness, one or more layers or combinations (optional) of "Hy -Therm AP ", "Hy -Therm TAPERED ", "Hy- Therm COMPOSITE ", "Celo- Therm ", "HY -Tec (Energy- LOK) ", wood fiber or glass fiber, mechanically fastened or hot mopped. Base Sheet: — Type G2 "Glassbase Base Sheet ", Type G1 "Flintglas Type VI Premium Ply Sheet" or "Flintglas Type IV Ply Sheet ". Ply Sheet: — Min one ply Type Gi, "Flintglas Type VI Premium Ply Sheet" or "Flintglas Type IV Ply Sheet", hot mopped. Surfacing: — Type G3 cap sheet, "Flintglas Mineral Surfaced Cap Sheet", hot mopped. Class B 1. Deck: C -15/32 Incline: 1/2 Base Sheet: — Two layers Type 15 "All Weather /Empire ". Surfacing: — Type G3 "Flintglas Mineral Surfaced ". 2. Deck: C -15/32 Incline: 3/4 • Vapor Retarder (Optional): — Type G2 "Glasbase" or UL Classified vapor retarder. • • • Insulation (Optional): — One or more layers or combination of the following: Polyisocyanurate, perlite, Wiener or wood fiber. Base Sheet: — One layer Type G2 "Glasbase" base sheet. • • • • • 1P� Sheets: —One laver Tvpe G1 "Flin las "ply sheet. • • • Ca Sheet: — One layer Type G3 "Flintglas" cap sheet. • • 3. Deck: NC Incline: 1 Insulation (Optional): — Isocyanurate, wood fiber, glass fiber, 2 In. max, mechanically fastened. Base Sheet: — One or more piles Type G2, hot mopped or mechanically fastened. Ply Sheet: — One or more plies Type Gi, "Ply IV" or "Ply VI ", hot mopped or mechanically fastened. Membrane: — "Flintglas MS Cap Sheet ", hot mopped. Class C 1. Deck: C 15/32 Incline: 1 Base Sheet: — Type G2 Glasbase. Ply Sheet: — Two layers Type G1 "Flintglas ". Surfacing: — Hot roofing asphalt, 20 lb/sq. 2. Deck: C -15/32 Incline: 1 Base Sheet: — Type G2 "Glasbase ". Ply Sheet: — Two layers Type Gi "Flintglas" or Type G2 "Glasbase ". Surfacing: — Hot rooflng asphalt, 20 Ibs /sq. 3. Deck: NC Incline: 3 Base Sheet: — Type G2 "Glasbase ". Cap Sheet: — Type G3 "Flintglas Mineral Surfaced ". 1. Deck: C 15/32 •••• • • •••• • • •• •• • • • • • • • • • • •• • COAL TAR PITCH FELT SYSTEMS WITH HOT ROOFING COAL TAR PITCH Class A Incline: 3 •••• • • • ••• •• • • • • •• • • •••• • • •••• •• • • • • •• • • • • • • • • • • • • • • • http: // database. ul. com /cgi- bin/XYV /template/LISEXT/ 1 FRAME /showpage.html ?name =T... 12/3/2008 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) CertainTeed Corporation (PA) 1400 Union Meeting Road, P.O. Box 1100 Blue Bell, PA 19422 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 rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). • This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Brarida Building Code .....1 the U: 1 Velocity Hurrica rte___ of the Florida Building n_ s. •• • •• • • • • • • • •• DESCRIPTION: CertainTeed Modified Bitumen Roofing Systems Over Wood is • LABELING: Each unit shall bear a permanent label with the manufacturer's name or! 11o, city, state. • and following statement: "Miami Dade County Product Control Approved ", unless ofhe3rM a noted • • • • •• •• •• • • herein. • • • • RENEWAL of this NOA shall be considered after a renewal application has been fled anid there bas• • been no change in the applicable building code negatively affecting the performance of i produc . •; • • • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or • change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 03- 0827.02 and consists of pages 1 through 39. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 08- 0227.09 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 1 of 39 • • • • • • • •.••• • • • • • • • • • ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Roofing APP /SBS Modified Bitumen Wood -60 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product All Weather/Empire Base Sheet Flex- I- G1asTM Base Sheet Flex- I- G1asTM FR Base Sheet Flintglas Ply Sheet Type IV or VI Flintlastic STA STA Plus 5.0 Flintlastic GTA, GTA - FR or Flintlastic Diamond GTA Flintlastic GTS Flintlastic GMS, Premium GMS Flintlastic FR -P, Premium FR -P Flintlastic FR Cap Flexiglas Premium Cap 960 Dimensions 36" x 72', Roll weight: 86 lbs. (2 squares) 36" x 108', Roll weight: 90 lbs. (3 squares) 39 3/8" x 50', Roll weight: 90 lbs. (1.5 squares) 36" x 180', Roll weight: 40/55 lbs. (5 squares) 39 3 /8" x 33', Roll weight: 90 lbs. (1 square) 39 3/g" x 33' 3 ", Roll weight 105 lbs. (1 square) 39 3 /S" x 24'9 ", Roll weight: 92 lbs. (3AA square) 39 3 /8" x 34' 2 ", Roll weight: 100/105 lbs. (1 square) 39 3 /8' x 34' 2 ", Roll weight: 105 lbs. (1 square) 39 3 4" x 34' 2 ", Roll weight: 90 lbs. (1 square) 36 "x38" (1 square) Test Specification ASTM D 2626 UL Type 15 UL Type G2 ASTM D 4601, type II UL Type G2 ASTM D 4601, type 11 ASTM D 2178 Type IV or VI UL Type 01 ASTM D 6222, Grade S, Type II ASTM D 6222, Grade G, type II ASTM D 6164, Grade G, Type II ASTM D 6164, Grade G, Type II ASTM D 6164, Grade G, Type I ASTM D 6163, Grade G, Type I ASTM D 6163, Grade G, Type I Product Description Asphalt coated organic base sheet. Modified Bitumen coated fiberglass base sheet. Modified Bitumen coated fiberglass base sheet. Fiberglass, asphalt impregnatedply sheet. • • • •• Smooth surfaced APP•Modified:Bittanien membrane with nom polyester mat reinforcement for tgitira3plicatiest • • • Granule surfaced AFT' Modified Elftenen membrane with non -woven pols'%f mat reinforcement for tgil1 i pplication. • • Granule surfaced S$S Modified pgiynen membrane with nova -woven po1lugjt inat reinforcement for tvha4plicatien. . Granule surfaced SBS ModifiectBaden membrane with non -woven polyester mat reinforcement for mop application. Fire resistant, granule surfaced SBS Modified Bitumen Membrane with non- woven polyester neat reinforcement for mop application. Fire resistant, granule surfaced SBS Modified Bitumen membrane with fiberglass mat reinforcement for mop applications. Granule surfaced SBS Modified Bitumen membrane with fiberglass, mat reinforcement for mop application. NOA No.: 08- 0227.09 Expiration Date; 06/19/13 Approval Date: 05/15/08 Page 2 of 39 1 • • • • .• • • • • • Product Ultra Poly SMS G1asBaseTM Base Sheet PoIySMS Base Sheet Yosemite® Mineral Surfaced Cap Sheet Black Diamond Base Sheet Flintglas® Mineral Surfaced Cap Sheet Dimensions 36" x 64'4" (2 squares) 36" x 108', Roll weight 69 lbs. (3 squares) 39 3 /8" x 64' 4 ", Roll weight: 90 lbs. (2 squares) 36" x 36', Roll weight: 90 lbs. (I square) 36" x 75', Roll weight 75 lbs. (2.25 squares) 36" X 36'; Roll Weight: 78 lbs. (1 square) APPROVED INSULATIONS: Product Name FlintBoard ISO PYROX ACFoam 11 ISO 95+ High Density Wood Fiberboard Perlite Insulation Dens Deck ENRGY-1, ENRGY -2, ENRGY -3, Plus, UltraGard Gold, PSI -25 FiberGlass Roof Insulation Fesco Board ISORoc Paroc Cap Board Multi -Max, FA 3iravi �;�.�xrvrlib APPROVED Test Specification ASTM D 6164 Grade S, Type I ASTM D 4601 UL Type G2 ASTM D 5147 ASTM D 249 UL Type 30 TAS 103 ASTM D 1970 ASTM D 3909 Product Description Smooth surfaced SBS Modified Bitumen Membrane with non -woven polyester mat reinforcement for mop application. Asphalt coated, fiberglass base sheet. Modified Bitumen coated polyester base sheet. Mineral Surfaced organic cap and buffer sheet. Slag surfaced SBS Modified Bitumen sheet with fiberglass reinforcement for peel and stick application. Asphalt impregnated and coated inorganic glass fiber surfaced with mineral granules used as the top ply in conventional built - up roof membranes. TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Glass fiber /Mineral fiber insulation Expanded mineral fiber insulation Polyisocyanurate foam / rockwool composite insulation Rockwool insulation Polyisocyanurate foam insulation • • • • • • • • • •• • •• • • • • 'Miinufactu'rer" (W airrent VA) • • c. xtainTeeil... • ADo i 'roduet.s. Atlas nigrgy Praili is • • lire stone Bui17hn Products, l•c, • • • generic generic G -P Gypsum Corp. Johns Manville Johns Manville Johns Manville Johns Manville Partek, Inc. RMax, Inc. NOA No.: 08- 0227.09 Expiration Date: 06119/13 Approval Date: 05/15/08 Page 3 of 39 APPROVED FASTENERS: Fastener Number Product Name 1. #12 & #14 Dekfast Fastener 2. Dekfast Hex Plate 3. Olympic.Fastener #12 & #14 4. Olympic Standard 5. Insul -Fixx Fastener 6. Insui Fixx S Plate 7. Tru Fast Fasteners 8. Tru -Fast MP -3 9. Tru-Fast Plates 10. Tru -Fast Plates EVIDENCE SUBMITTED: Test Agency Applied Research Laboratories Factory Mutual Research Corporation Factory Mutual Research Corporation inderwriters Laboratories, Inc. United States Testing Company, Exterior Research & Design, LLC Exterior Research & Design, LLC Exterior Research & Design, LLC M . I I.` ,E •U APPROVED TABLE 3 Product Description Insulation fastener Galvalume AZ50 steel plate Insulation fastener 3" round galvalume AZ50 steel plate Insulation fastener for steel and wood decks Galvalume AZ50 steel plate Insulation fastener for wood and steel decks Galvalume AZ50 steel plate Galvalume AZ55 steel plate Polyethylene plastic plate Name Physical Properties Current Insulation Fastening Requirements PA 114• (FMRC 4470) Fire Classification Compliance ASTM D 5147 TAS 114 (J) TAS 114 TAS 117 Manufacturer Dimensions (With Current NOA) Construction Fasteners, Inc. 27/$" x 3 IA" Construction Fasteners, Inc. 3" round 3" round 3" round 3" round 3" round Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. SFS Stadler, Inc. SFS Stadler, Inc. The Tru -Fast Corp. • • The ra Fast Cold' • Tl,Tsu Fast Cc' • T,hTru Fast am. • • . . • • • • • .. • • 064181 01/01''5' .. .. Report : • : 28013 FMRC 1994 J.L #3Y8A1.AM 03/23/96 R11656 07/13/87 97457 -4 #3507.08.99 -1 #3514.02LAB #3515.07.03 06/03/88 04/18/01 11/11/02 07/22/03 NOA No.: 08-0227.09 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 4 of 39 • • • APPROVED ASSEMBLIES: Membrane Type: APP MODIFIED Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type A(1): Anchor sheet mechanically fastened; all layers of insulation adhered with approved asphalt. All General and System Limitations apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density /fe Pyrox Minimum 13" thick N/A N/A ACFoam -II, UltraGard Gold, ENRGY -1, ENRGY -2, PSI -25, FlintBoard ISO Minimum 1.5" thick N/A N/A Fiberglas Minimum's /ls" thick N/A N/A • Perlite • • • • Minimum %" thick N/A ' • • • • • WA • • •• High Density Wood Fiberboard • Minimum W' thick N/A •••• NIA.. • • • • •••• •••• • . Dens -Deck •• • • • Minimum 1/4" thick N/A • • • • • 1t//A' •' • Note: All insulation shall be adhered to the anchor sheet in full mopping of apptovEd:ot asgly • • within the EVT range and at a rate of 20-40 lbs/100 ft2. Please refer to Roofmg Application.... • • • Standard RAS 117 for insulation attachment. Insulation listed as base layer onlaliall be used only • • as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Anchor Sheet: Fastening: Base Sheet: Ply Sheet: MANMADE COUNTY APPROVED One ply of Glas Base, Flex -I Glas Base, Flex -I Glas FR Base or Poly SMS base mechanically attached as detailed below. Anchor sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 9 "o.c. in the lap and two rows staggered in the center of the sheet 12 "o.c. One ply of products listed under 'Anchor Sheet' above adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. (Optional) One or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. NOA No.: 08- 0227.09 Expiration Date: 06/19/13 Approval Date: 05 /15/08 Page 5 of 39 Membrane: Flintlastic STA, Flintlastic STA Plus 5.0, Flintlastic Diamond GTA, Flintlastic GTA or GTA -FR torch adhered to base/ply sheet. Surfacing: (Optional) Install one of the following: 1. 400- 1b. /sq. gravel or 300- lb. /sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb.sq. 2. Karnak 97, FlintCoat A -I50, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1 I gal. /sq. Maximum Design Pressure: -45 psf (See General Limitation #9) • • • • • •• • • •• • • • • • • • •• • •••• •••• • • • • •••• •••• • • • •• • • • • • • •• •• •• • • • • • • •••• • • • • •••• • • • • • •• • •• • • • • • • NOA No.: 08- 0227.09 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 6 of 39 Membrane Type: Deck Type 1I: Deck Description: System Type A(2): SBS MODIFIED Wood, Insulated 19/32" or greater plywood or wood plank Anchor sheet mechanically fastened; all layers of insulation adhered with approved asphalt. All General and System Limitations apply. One or more layers of any of the following insulations. Insulation Layer Pyrox Minimum 1.3" thick N/A ACFoam -II, UltraGard Gold, E'NRG'Y -1, E'NRG'Y -2, PSI -25, FlintBoard ISO Minimum 1.5" thick N/A Fiberglas Mmunum 15/16" thick Perlite Minimum 3/4" thick High Density Wood Fiberboard Minimum W' thick Dens -Deck Minimum 1A" thick Insulation Fasteners (Table 3) N/A N/A N/A N/A • • • • • •• • • Fastener Density/ft2 N/A N/A N/A N/A . • •• • VA!..1 • •••• • •.•. • Note: All insulation shall be adhered to the anchor sheet in full mopping of apprAvtgthot aspplitit; • within the EVT range and at a rate of 20-40 lbs/1O0 ft2. Please refer to Roofing AppIietion • Standard RAS 117 for insulation attachment. Insulation listed as base layer only sh Ii be used only as base layers with a second layer of approved top layer insulation installed as the final membrme substrate. Composite insulation panels may be used as a top layer placed with the polyisocyynaMaMe side faring down. Anchor Sheet: Fastening: • Base Sheet: Ply Sheet: MIAMI•DADE COUNTY APPROVED •• • One ply of Glas Base, Flex -I Glas Base, Flex -I Glas FR Base or Poly SMS base mechanically attached as detailed below. Anchor sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 9 "o.c. in the lap and two rows staggered in the center of the sheet 12 "o.c. One ply of products listed under 'Anchor Sheet' above adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. One more plies of Ultra Poly SMS, Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibs. /sq. NOA No.: 08- 0227.09 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 7 of 39 • • • • • • • • • • • • • • Membrane: Surfacing: One ply of Flintlastic GMS, Flintlastic Premium GMS, Flintlastic FR P, Flintlastic Premium FR -P, Flintlastic FR Cap sheet, Flexiglas Premium Cap 960, Ultra Poly SMS or Flintglas Mineral Surfaced Cap Sheet adhered to base/ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbs./sq. or Flintlastic GTS torch adhered to base/ply sheet. (Optional) Install one of the following: 1. 400- 1b. /sq. gravel or 300- lb. /sq. slag in a flood coat of approved mopping asphalt at an application rate of 601bsq. 2. Karnak 97, FlintCoat A -150, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1 %a gal. /sq. Maximum Design Pressure: -45 psf (See General Limitation #9) • • • • • • • •• • •• • • • • • • • •• • • • •••• •••• • • • • • • •••• •••• • • •••••• •• • • • • • • •• •• •• • • • • • • • • • • •••• • • • • •••• • • • • • •• • . •• • • • • • • NOA No.: 08- 0227.09 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 8 of 39 Membrane Type: APP MODIFIED Deck Type 1I: Wood, Insulated Deck Description: 19/32' or greater plywood or wood plank System Type A(3): Anchor sheet mechanically fastened; all layers of insulation adhered with approved asphalt. All General and System Limitations apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 ACFoam -II, Multi -Max FA, ENRGY -3, FlintBoard ISO Minimum 1.5" thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs/100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Anchor Sheet: Fastening: Base Sheet: Ply Sheet One ply of Glas Base or Flintglas Premium Ply Sheet (Type VI) mechanically. ..L. attached as detailed below. • , •, • ••• -•. • • • Anchor sheet shall be lapped 4" and fastened with 11 ga. annul • • and approved tin caps 8 "o.c. in the lap and three rows staggered In it! center of' sheet 8 "o.c. • • �...the .� •••• •••• One ply of Black Diamond Base Sheet self - adhered. • • .. •• •• • • • • • • • (Optional ) One ply of Ultra Poly SMS, Glas Base, Flex -I GlasEliaee,pex -I Glds FR Base or Poly SMS or one or more plies of Flintglas Ply Sheet (Type IV )oo • Flintglas Premium Ply Sheet (Type VI) adhered in a full moppkg, Of tipprovvi • asphalt applied within the EVT range and at a rate of 20-40 lbs.sq. • • • • •. Membrane: Flintlastic STA, Flintlastic STA Plus 5.0, Flintlastic Diamond GTA, Flintlastic GTA or GTA -FR torch adhered to base/ply sheet. Surfacing: (Optional) Install one of the following: 1. 400- lb./sq. gravel or 300 - lbJsq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq. 2. • Karnak 97, FlintCoat A -150, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 11 /2 gal. /sq. Maximum Design Pressure: -523 psf (See General Limitation #7) MAMt DADE COUNTY APPROVED NOA No.: 08. 0227.09 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 9 of 39 • • • • • • • • , • • Membrane Type: SBS MODIFIED Deck Type 1I: Wood, Insulated, New Construction Deck Description: 19/32" or greater plywood or wood plank System Type A(4): Anchor sheet mechanically fastened; all layers of insulation adhered with approved asphalt. All General and System Limitations apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density /ft2 ACFoam -II, UltraGard Gold, ENRGY -2, ENRGY -3, PSI -25, FlintBoard ISO Minimum 1.5" thick NIA N/A Fiberglas Minimum 15/16" thick N/A N/A Perlite Minimum 3 /a" thick N/A N/A High Density Wood Fiberboard Minimum Y2' thick N/A N/A • • • • Dens -Deck • • • Minimum Y" thick N/A • • 11i1A' •.' Note: All insulation shall be adhered to the anchor sheet in full mopping of a ro •hot as t PP � PP y &�. P��. within the EVT range and at a rate of 20-40 Ibs/100 ft2. Please refer to Roofing A'ppliclition •••••• Standard RAS 117 for insulation attachment. Insulation listed as base layer on',shake undo)* as base layers with a second layer of approved top layer insulation installed as the'1l of memibra substrate. Composite insulation panels may be used as a top layer placed with tirpotgisocyanurate side facing down. • • • • • • • • • •••• • One ply of Glas Base or Flintglas Premium Ply Sheet (Type VI) I4clianicat1p• . • • • • attached as detailed below. Anchor Sheet Fastening: Base Sheet: Ply Sheet: • • • . • • •• Anchor sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8 "o.c, in the lap and three rows staggered in the center of the sheet 8 "o.c. One ply of Ultra Poly SMS, Glas Base, Flex -I Glas Base, Flex -I Glas FR Base or Poly SMS base adhered in a full mopping of approved asphalt applied within the. EVT range and at a rate of 20-40 lbs./sq. (Optional) One or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. NOA No.: 08- 0227.09 Expiration Date: 06/19/13 Approval Date: 05 /15 /08 Page 10 of 39 Membrane: Surfacing: One ply of Flintlastic GMS, Flintlastic Premium GMS, Flintlastic FR P; Flintlastic Premium FR -P, Flintlastic FR Cap sheet, Plexiglas Premium Cap 960, Ultra Poly SMS or Flintglas Mineral Surfaced Cap Sheet adhered to base/ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbs.sq. or Flintlastic GTS- torch adhered to base/ply sheet. (Optional) Install one of the following: 1. 400- lb. /sq. gravel or 300- 1b. /sq. slag in a flood coat of approved mopping asphalt at an application rate of 60lb. /sq. 2. Karnak 97, FlintCoat A -150, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1 1 gal. /sq. Maximum Design Pressure: -52.5 psf (See General Limitation #7) • • • • • •• • • • • •• • • • • • • • •• • • • • •••• • •••• • • • • • • •••• •••• • • • • •• •• • • • • • •••• • • • • •••• •• • • • • •• • • • • • •• • •• • • . • • • • • • • NOA No.: 08- 0227.09 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 11 of 39 Membrane Type: APP MOD1li1ED Deck Type 1I: Wood, Insulated, New construction Deck Description: Minimum 19/32" thick plywood attached using approved nails spaced 4" o.c. at wood joists spaced maximum 24" o. c., System Type A($): Anchor sheet mechanically fastened; all layers of insulation adhered with approved asphalt. All General and System Limitations apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density /ft2 ACFoam -II, Multi-Max FA, ENRGY -3, FlintBoard ISO Minimum 1.5" thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs /100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Anchor Sheet: One ply of GlasBase or Flintglas Premium Ply Sheet (Type VI) necflgnicall1 • attached as detailed below. • • • • • • • • • •• Fastening; Anchor sheet shall be lapped 4" and fastened with 11 ga. annuliffi rshank nails • • and approved tin caps 8 "o.c. in the lap and three rows staggereci}nhecenter oie .... • sheet 8' o.c. • ... • • • • • • • Base: One ply of Black Diamond Base Sheet self - adhered. • • • • •' • • • •• • Ply Sheet: (Optional) One ply of Ultra Poly SMS, Gins Base, Flex -I Glas )3asei tlex- I•dr'a : • • • FR Base or Poly SMS base or one or more plies of Flintglas Pl (TypeJ)•or • • Flintglas Premium Ply Sheet (Type VI) adhered in a full mopping of appro • • • asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: Flintlastic STA, Flintlastic STA Plus 5.0, Flintlastic Diamond GTA, Flintlastic GTA or GTA -FR torch adhered to base or ply sheet. Surfacing: (Optional) Install one of the following: 1. 400- lb. /sq. gravel or 300- lb. /sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb. /sq. 2. Karnak 97, FlintCoat A -150, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1111 gal. /sq. Maximum Design Pressure: 60psf. (See General Limitation #7) NOA No.: 08- 0227.09 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 12 of 39 Membrane Type: Deck Type 1I: Deck Description: System Type A(6): SBS MODIFIED Wood, Insulated, New Construction Minimum 19/32" thick plywood attached using approved nails spaced 4" o.c. at wood joists spaced maximum 24" o. c. Anchor sheet mechanically fastened; all layer of insulation adhered with approved asphalt. All General and System Limitations apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners (Table 3) ACFoam -II, UltraGard Gold, ENRGY -2, ENRGY-3, PSI -25, FlintBoard ISO Minimum 1.5" thick N/A Fiberglas Minimum 15/1e" thick N/A Perlite Minimum 3/4" thick N/A High Density Wood Fiberboard Minimum I /z" thick N/A Dens -Deck Minimum 1/" thick N/A • • • •• • .. • Fastener Density /fe N/A N/A N/A • • •• • • • • • • • .• N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of appre3v i>ot asp$aft. • within the EVT range and at a rate of 20-40 Ibs/100 ftz. Please refer to Roofing itggijoation •, • • Standard RAS 117 for insulation attachment. Insulation listed as base layer only.slial,Ibe used All as base layers with a second layer of approved top layer insulation installed as thrfirtmembrane substrate. Composite insulation panels may be used as a top Layer placed with the polyisocyaauwate side facing down. Anchor Sheet Fastening Base Sheet: PIy Sheet: • • •••• • • • • • • • One ply of GlasBase or Flintglas Premium Ply Sheet (Type VI) mechanically • • • attached as detailed below. Anchor sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8 "o.c. in the lap and three rows staggered in the center of the sheet 8 "o.c. One ply of Ultra Poly SMS, Glas Base, Flex -I Glas Base, Flex -I Glas FR Base or Poly SMS base adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (Optional) One or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. NOA No.: 08- 0227.09 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 13 of 39 •••••• • • • ••..•. • • • • • • • • • • • Membrane: Surfacing: One ply of Flintlastic GMS, Flintlastic Premium GMS, Flintlastic FR P, Flintlastic Premium FR P, Flintlastic FR Cap sheet, Plexiglas Premium Cap 960, Ultra Poly SMS or Flintglas Mineral Surfaced Cap Sheet adhered to base/ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbs. /sq. or Flintlastic GTS torch adhered to base/ply sheet. (Optional) Install one of the following: 1. 400- 1b./sq. gravel or 300- 1b.sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb. /sq. 2. Karnak 97, FlintCoat A -150, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1 '%a gal. /sq. Maximum Design Pressure: -60psf. (See General Limitation #7) I • APPROVED • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • . • • • • • •• • • • ••• • • • • •••• •• • • • • •• • • • • • • • • • • • •••• • • • • •••• 1404 14.: 08;047:09 Expiration Date: 06/19113 Approval Date: 05/15/08 Page 14 of 39 • • • • Membrane Type: Deck Type 1I: Deck Description: System Type A(7): ' APP MODIFIED Wood, Insulated, New construction Minimum 19/32" thick plywood attached using wood screws spaced 6" o.c. at wood joists spaced maximum 24" o. c. Anchor sheet mechanically fastened; all layers of insulation adhered with approved asphalt. All General and System Limitations apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners I?'yrox (Table 3) Minimum 1.3" thick N/A ACFoam -II, UltraGard Gold, ENRGY -2, ENRGY -3, PSI -25, FlintBoard ISO Minimum 1.5" thick N/A Fiberglas Minimum 15/16" thick N/A Perlite Minimum 9 /a" thick N/A High Density Wood Fiberboard Minimum W' thick N/A Dens -Deck Minimum W' thick N/A Fastener Density /ft2 N/A N/A N/A N/A N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs/100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyannrate side facing down. Anchor Sheet: Fastening: Base Sheet: Ply Sheet: One ply of GlasBase, Flex- I -Glas Base, Flex -I Glas FR Base or All Weather/ Empire Base sheet mechanically attached as detailed below. Anchor sheet shall be lapped 4" and fastened with Simplex Mega Cap Nails.sppaced 9" o.c. in the lap and the 9" o.c. in two staggered rows in the ceker•Sf the sfieet. • • • One Ply of products listed under `Anchor Sheet' above adhered'i1f Z i13I1 moppin of approved asphalt applied within the EVT range and at a rate oital9Olbs. l;q.. • • • • • (Optional) One or more plies of Flintglas Ply Sheet (type IV) or ri ks Pre 74n Ply Sheet (type VI) adhered in a full mopping of approved asph t: plied wi i? • the EVT range and at a rate of 2O- 4Olbs. /sq. • • •. • • •••• • • • • •••• N*OA five.: 08- 9927.12 Expiration Date: 00/19/13 Approval Date: 05/15/08 Page 15 of 39 Membrane: Flintlastic STA, Flintlastic STA Plus 5.0, Flintlastic Diamond GTA, Flintlastic GTA or GTA-FR torch adhered to base/ply sheet. Surfacing: (Optional) Install one of the following: 1. 400-1b./sq. gravel or 300- lb. /sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq. 2. Karnak 97, FlintCoat A -150, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1 V2 gal. /sq. Maximum Design Pressure: - 60psf. (See General Limitation #7) • • • • • •• • • •••• • • •••• • • •• •• • • •• • • • • • • • • • • • • •••• • • • • •••• • • •• • • • • •• • • • • • • • •••• • • •••• • • N kA 08-412ZM2 Expiration Date: 06129//3 Approval Date: 05/15/08 Page 16 of 39 • • • • • • • Membrane Type: Deck Type 1I: Deck Description: System Type A(8): SBS MODIFIED Wood, Insulated, New Construction Minimum 19/32" thick plywood attached using wood screws spaced 6" o.c. at word foists spaced maximum 24" o.c. Anchor sheet mechanically fastened; all layer of insulation adhered with approved asphalt. All General and System Limitations apply. One or more layers of any of the following insulations. Insulation Layer Pyrox Minimum 13" thick ACFoam -II, UltraGard Gold, ENRGY -2, PSI.25, FlintBoard Minimum 1.5" thick Fiberglas Minimum 15/16" thick Perlite Minimum 3%4" thick IBgh Density Wood Fiberboard Minimum W' thick Dens -Deck Minimum 1/4" thick Insulation Fasteners Fastener (Table 3) Density/ft2 N/A N/A ISO N/A N/A N/A N/A N/A . N/A N/A N/A N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs/100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Anchor Sheet: Fastening: Base Sheet: Ply Sheet: • y (Optional) One or more plies of Flintglas Ply Sheet (type IV) or nttias Pr ut m Ply Sheet (Type VI) adhered in a full mopping of approved aspA§ppliexlvitchir the EVT range and at a rate of 20-40 lbs. /sq. • One ply of GlasBase, Flex -I Glas Base, Flex -I- Glas FR Base or All Weather/ Empire Base Sheet mechanically attached as detailed below. Anchor sheet shall be lapped 4" and fastened with Simplex Mega Cap Nail: spaced 9" o.c. in the lap and the 9" o.c. in two staggered rows in the antes hi the street. •• • •• • •. • One ply of products listed under `Anchor Sheet' above adhered td &M11 mo pifii of approved asphalt applied within the EVT range and at a rate'&' 40 lbs. /�q.• • • • • • •••• • • • • •••• MU No.: 08422'L09 Expiration Date: 106if9/i3 Approval Date: 05/15/08 Page 17 of 39 Membrane: Surfacing: One ply of Flintlastic GMS, Flintlastic Premium GMS, Flintlastic FR -P, Flintlastic Premium FR -P, Flintlastic FR Cap sheet, Flexiglas Premium Cap 960, Ultra Poly SMS or Flintglas Mineral Surfaced Cap Sheet adhered to base/ply sheet with approved mopping asphalt applied within the BVT range and at a rate of 20 to 40 lbs./sq. or Flintlastic GTS torch adhered to base/ply sheet. (Optional) Install one of the following: 1. 400- 1b. /sq. gravel or 300-lb./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb. /sq. 2. Karnak 97, FlintCoat A -I50, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1 14 gal. /sq. Maximum Design Pressure: - 60psf. (See General Limitation #7) • • • • • • • • • •• • •• • • • • • • • •• • • • • • • •••• • • • •••• •• • • • • . • .. .. .. • • .• • • • • • • • •••• • • • •••• • • Men; 08- 0227A9 Expiration Date: 66/19/.1 Approval Date: 05/15/08 Page 18 of 39 Membrane Type: APP MODIFIED Deck Type 11: Wood, Insulated, New Construction Deck Description: 19/32' or greater plywood or wood plank System Type B(1): Base layer of insulation mechanically attached, optional top layer adhered with approved asphalt All General and System Limitations apply. one or more layers of any of the following insulations under those listed as Top Layer: Base Insulation Layer Insulation Fasteners (Table 3) Pyrox Minimum 1.3" thick ENRGY -2, PSI-25 Minimum 1.4" thick ACFoam -IT, UltraGard Gold, FlintBoard ISO Minimum 1.5" thick Fiberglas Minimum 15/160 thick Perlite Minimum %" thick High Density Wood Fiberboard Minimum 1/2" thick Dens -Deck Minimum 1 /a" thick Fastener Density/ft2 Any approved fasteners In Table 3 1 :2 ft2 Any approved fasteners in Table 3 1:2 ft2 Any approved fasteners in Table 3 1 :2 ft2 Any approved fasteners in Table 3 1 :2 ft2 Any approved fasteners in Table 3 1 :2 ft2 Any approved fasteners in Table 3 1:2 ft2 Any approved fasteners in Table 3 1:2 ft2 Note: Base Layer shall be mechanically attached with fasteners and density described above. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density (See Roofing Application Standard RAS 117 for fastening details). Top Insulation Layer Insulation Fasteners (Table 3) Any of the insulations listed for Base Layer Note: Optional top layer of insulation shall be adhered with approved hot asphalt witJiin theEv 7 • range and at a rate of 20 -40 lbs/100 ft2. Please refer to Roofing Application Stands d RAS 111 fox insulation attachment. Composite insulation boards used as a top layer shall be installed with; tn. • • polyisocyanurate face down. • Fastener Density/ft2 •••• •••• Base Sheet: One ply of GlasBase, Flex -I Glas Base, Flex -I Glas FR Base, Poly gh+le s`lintglas*Plp Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adheredte 3helnsula . • substrate with approved mopping asphalt applied within the EVT ratigehd at a rttt df 20- 401bs.sq. • • • • • • • •••. • • • •••• d4Tla.: 08- 0Z27A9 Expiration Date: U6(11/23 Approval Date: 05/15/08 Page 19 of 39 Ply Sheet: (Optional) One ply of Glas Base, Flex- I -Glas Base, Flex -I -Glas FR Base, PoIySMS or one or more plies of Flintglas Ply Sheet (Type N) or Flintglas Premium Ply Sheet (Type VI) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: Flintlastic STA, Flintlastic STA Plus 5.0, Flintlastic Diamond GTA, Flintlastic GTA or GTA -FR torch adhered to base or ply sheet. Surfacing: (Optional) Install one of the following: 1. 400 - lb./sq. gravel or 300- lb. /sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb. /sq. 2. Karnak 97, FlintCoat A -150, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1 ale gal. /sq. Maximum Design Pressure: - 45psf. (See General Limitation #9) • • • • • • • .•• • •• • • • • • • • • • •• • • • • .•.• ••.• • • • • • •••• .••. •• • 0 • • • • •• •• •• • • .0 • • • • • • • •••• • • • • •••• • • NOb111S.: 08- 0227.09 • • Expiration Date: Iirai1W Approval Date: 05/15/08 Page 20 of 39 Membrane Type: SBS MODIFIED Deck Type 11 Wood, Insulated, New Construction Deck Description: 19/32" or greater plywood or wood plank System Type B(2): Base layer of insulation mechanically attached, optional top layer adhered with approved asphalt. All General and System Limitations apply. One or more layers of any of the following insulations under those listed as Top Layer: Base Insulation Layer Insulation Fasteners Fastener Pyrox (Table 3) Density /ft2 Minimum 1.3" thick Any approved fasteners in Table 3 1:2 ft2 ENRGY -2, PSI -25 Minimum 1.4" thick Any approved fasteners in Table 3 1:2 ft2 ACFoam -11, Ultra(ard Gold, FlintBoard ISO Minimum 1.5" thick Any approved fasteners in Table 3 1:2 ft2 Fiberglas Minimum 15/16 " Eck Any approved fasteners in Table 3 1 :2 ftz Perlite Minimum 3A" thick Any approved fasteners in Table 3 1:2 ft2 High Density Wood Fiberboard Minimum ill" thick Any approved fasteners in Table 3 1:2 ft2 Dens -Deck Minimum 1 " thick Any approved fasteners in Table 3 1:2 ft2 Note: Base layer shall be mechanically attached with fasteners and density described above. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density (See Roofing Application Standard RAS 117 for fastening details). Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 Any of the insulations listed for Base Layer Note: Optional top layer of insulation shall be adhered with approved hot asphi}lt within thEJP range and at a rate of 20-40 Ibs/100 ft2. Please refer to Roofing Application Stankliturd RAS 117 far insulation attachment. Composite insulation boards used as a top layer shall be installed with fha' polyisocyanurate face down. •••• Base Sheet: One ply of Glas Base, Flex -I Glas Base, Flex -I Glas FR Base, Poly gM$'Flintg'las1y Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) or Ultra f 1y:6MS to the insulated substrate with approved mopping asphalt applied ' ithifthe EVP range and at a rate of 20- 40lbs. /sq. • • • • • • • • • • • • • • • • • • •••• • • 1,1OA191o.:O8- b229.09 • • • Explraflonbate: d //,1it 3 • Approval Date: eg1S'/O8 Page 21 of 39 Ply Sheet: (Optional) One ply of Glas Base, Flex -I -Glas Base, Flex- I-Glas FR Base, Po1ySMS or one or more plies of FIintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Membrane: One ply of Flintlastic GMS, Flintlastic Premium GMS, Flintlastic FR -P, Flintlastic Premium FR -P, Flintlastic FR Cap sheet, Plexiglas Premium Cap 960, Ultra Poly SMS or Flintglas Mineral Surfaced Cap Sheet adhered to base/ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 Ibs. /sq. or Flintlastic GTS torch adhered to base/ply sheet. Surfacing: (Optional) Install one of the following: 1. 400- 1b./sq. gravel or 300- lb. /sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 Ibfsq. 2. Karnak 97, FlintCoat A -150, APOC 212 Fibrated Aluminum at an application rate of 1.5 gal. /sq. Maximum Design Pressure: - 45psf. (See General Limitation #9) • . • . • • • • • .. • .. • • .. • • • .. • •••• .... • • .... • •••• • • • • . • .. .. .. • • • • • • 0••• . . 08 -2 'Z.09 Expiration Date: •04604/13 Approval Date: 05/15/08 Page 22 of 39 • • • • • • Membrane Type: APP MODIFIED Deck Type 1I: Wood, Insulated, New Construction Deck Description: 19/32" or greater plywood or wood plank System Type C(1): All layers of insulation simultaneously attached. All General and System Limitations apply. One or more Layers of any of the following insulations: Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density /ft2 Pyrox Minimum 1.3" thick N/A N/A ACFoam -II, UltraGard Gold, ENRGY -2, P5I -25, FlintBoard ISO Minimum 1.5" thick N/A N/A Fiberglas Minimum 1$/16" thick N/A N/A Perlite Minimum 34" thick N/A N/A High Density Wood Fiberboard Minimum 1/2" thick N/A N/A Dens -Deck Minimum 1" thick N/A N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density /ft2 Perlite Minimum 3/4" thick Any approved fasteners in Table 3 1:2 ft2 High Density Wood Fiberboard Minimum 3/2" thick Any approved fasteners in Table 3 1:2 ft2 Dens Deck Minimum 1/4" thick Any approved fasteners in Table 3 1:2 ft2 Note: All layers of insulation shall be mechanically attached using the fastener density listed aim. The insulation .panels listed are minimum sizes and dimensions; if larger panels ire gsgd, the number of fasteners shall be increased maintaining the same fastener density. Insdlhtidn fastkbprl. shall be tested for withdrawal resistance in compliance with Testing Application 810 rd TAS 105 to confirm compliance with the wind load requirements. PIease refer to Roofing Ap 1 ation ...I:, • Standard RAS 117 for insulation attachment. • • •• • • • • • • •• • •• •• • • • • • • • • • • • • • •••• • • 4944,41p.: 08-01409 Expiration Date: 04/194,113 Approval Date: 05/15/08 Page 23 of 39 • • • • Base Sheet: One ply of Glas Base, Flex -1 Glas Base, Flex -I Glas FR Base, Poly SMS, Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the insulated substrate with approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Ply Sheet: (Optional) One ply of Glas Base, Flex -I -Glas Base, Flex - I-Glas FR Base, PoIySMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: Flintlastic STA, FIintlastic STA Plus 5.0, Flintlastic Diamond GTA, Flintlastic GTA or GTA-FR torch adhered to base or ply sheet. Surfacing: (Optional) Install one of the following: 1. 400- lb. /sq. gravel or 300- 1b. /sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb. /sq. 2. Karnak. 97, FlintCoat A -150, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1 Vz gal. /sq. Maximum Design Pressure: -45psf. (See General Limitation #9) • • • • • .. • .. • • • .. • •••• • • • • • • • • • . .... .... .. • 0 • • • • .. .. .. • • • • . • • • ••.. • • !1011; lio.: 08- 0222.09 • Expiration Date:"W6j'2 3 Approval Date: 05/15/08 Page 24 of 39 Membrane Type: Deck Type 1I: Deck Description: System Type C(2): SBS MODl1ill:D Wood, Insulated, New Construction 19/32" or greater plywood or wood plank All layers of insulation simultaneously attached. All General and System Limitations apply. One or more layers of any of the following insulations under those listed as Top Layer; Base Insulation Layer Insulation Fasteners (Table 3) Pyrox Minimum 1.3" thick ACFoam -II, UltraGard Gold, ENRGY -2, PSI -25, FlintBoard ISO Minimum 1.5" thick Fiberglas Minimum 15/16" thick Perlite Minimum 34!' thick High Density Wood Fiberboard Minimum'/i" thick Dens -Deck Minimum 1/4" thick N/A N/A N/A N/A N/A N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Top Insulation Layer Perlite Minimum 3 " thick High Density Wood Fiberboard Minimum thick Insulation Fasteners (Table 3) Any approved fasteners in Table 3 Any approved fasteners in Table 3 Fastener Density/ft2 N/A N/A N/A N/A N/A N/A Fastener Density /ft2 1:2 ft2 1:2 ft2 Dens -Deck Minimum i" thick Any approved fasteners in Table 3 1 :2 ft2 Note: All Layers of insulation shall be mechanically attached using the fastener density listed•above. The insulation panels listed are minimum sizes and dimensions; if larger panels Ire vsvd, the number of fasteners shall be increased maintaining the same fastener density. Insdhatidn fasirll • shall be tested for withdrawal resistance in compliance with Testing Application Stk iIbrd TAS 105 to confirm compliance with the wind load requirements. Please refer to Roofing *Mention • • • Standard RAS 117 for insulation attachment. • • • • .... •••• .. • • • • • • •..• .. • • • • • • •••• • • P;Q t!Np.: 08-0.2:117,09 Expiration Date: 136l1941.3 Approval Date: 05/15/08 Page 25 of 39 Base Sheet: One ply of Glas Base, Flex -I Glas Base, Flex -I Glas FR Base, Poly SMS, Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) or Ultra Poly SMS adhered to the insulated substrate with approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Ply Sheet: (Optional) One ply of Glas Base, Flex -I -Glas Base, Flex -I -Glas FR Base, Po1ySMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One ply of Flintlastic GMS, Flintlastic Premium GMS, Flintlastic FR F, Flintlastic Premium FR -P, Flintlastic FR Cap sheet, Plexiglas Premium Cap 960, Ultra Poly SMS or Flintglas Mineral Surfaced Cap Sheet adhered to base /ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbs.sq. or Flintlastic GTS torch adhered to base /ply sheet. Surfacing: (Optional) Install one of the following: 1. 400- lb. /sq. gravel or 300- lb. /sq. slag in a flood coat of approved mopping asphalt at an application rate of 60lb.sq. 2. Karnak 97, FlintCoat A -150, APOC 212 Fibrated Aluminum at an application rate of 1.5 gal. /sq. Maximum Design Pressure: - 45psf. (See General Limitation #9) • • • •• • • • •• • • • • • • • • • • • • • • .••• • • •••• • • •••• • • •• • • • • • • •• .• •• • • • • • • • • • • • •••• • • • • •••• • • N l'o.: 08422109 • • Expiration Date: .0509643 Approval Date: 05 /15/08 Page 26 of 39 Membrane Type: Deck Type 1I: Deck Description: System Type D {1): APP MODIFIED Wood,' Insulated, New Construction 19/32' or greater plywood or wood plank All layers of insulation and base sheet simultaneously attached. All General and System Limitations apply. One or more layers of any of the following insulations: Insulation Layer Insulation Fasteners (Table 3) Pyrox Minimum 13" thick ACFoam -II, UltraGard Gold, ENRGY -2, PSI -25, FlintBoard 180 Minimum 1.5" thick Fiberglas Minimum 1$116" thick Perlite Minimum 3A" thick High Density Wood Fiberboard Minimum Y2" thick Dens -Deck Minimum 1/a" thick N/A N/A N/A N/A N/A N/A ,Fastener Density /ft2 N/A N/A N/A N/A N/A N/A Note: Top layer shall have preliminary attachment, prior to the installation of the base/anchor sheet, at an application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft., and four fasteners for any insulation board having 110 dimension greater than 8 ft. All layers of insulation and base sheet shall be simultaneously fastened. See base/anchor sheet below for fasteners and density. Base Sheet: One ply of Glas Base, Flex -I Glas Base, Flex -I Glas FR Base or Poly SMS base mechanically attached as detailed in Fastening #1, below or one ply of Poly SMS mechanically attached as detailed in Fastening.#2 or #3, below. Fastening #1: Olympic Screws #12 or #14 and metal plates, Dekfast #14 or #15 and metal plates, Tru-Fast #12 or #14 and MP -3 Plates or SFS Insul-Fixx #12 or #14 and metal plates spaced 4" o.c. at a 4" side lap and two staggered rows in the center otthe • sheet, 24" o.c.. • Fastening #2: Fastening #3: M!AM!•S COUNTY APPROVED • • • •• • ••• • Olympic Screws #12 or #14 and metal plates, Dekfast #14 or #clan metal pfatas, Tru -Fast #12 or #14 and MP -3 Plates or SFS Insul Fixx #12 or•144%aad metal • plates spaced 12" o.c. at a 4" side lap and two staggered rows hj the Center gi'tfib* . sheet, 36" o.c. •••• •••• •• • Tru -Fast #12 or #14 and 2" metal plates or SFS Insul Fixx screws gild 2" rouiill • • metal plates at a 4" side lap, 12" o.c. • • • • • • ••••• • Pd(14 fvp.: 08-4272.7,09 Expiration Date: ergo?3 Approval Date: 05/15/08 Page 27 of 39 Ply Sheet: Membrane: Surfacing: (Optional) One ply of Glas Base, Flex -I -Glas Base, Flex- I -Glas FR Base, Po1ySMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Flintlastic STA, Flintlastic STA Plus 5.0, Flintlastic Diamond GTA, Flintlastic GTA or GTA -FR torch adhered to base or ply sheet. (Optional) Install one of the following: 1. 400- lb. /sq. gravel or 300- lb./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb. /sq. 2. Karnak 97, FlintCoat A -150, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1 1 gal. /sq. Maximum Design Pressure: - 45psf. (See General Limitation #9) • • • • • • • • • •• • •• • •• • • • • • •• • • • • •••• •••• • • • • • • •••• •••• • • •• • • • • • • •• •• •• • • • • • • • • • • •••• • • 'TOi No.: 08'82'2 .09 • ; Expiration Date:' Q A 3 Approval Date: 05/15/08 Page 28 of 39 Membrane Type: Deck Type 1I: Deck Description: System Type D(2): SBS MODIFIED Wood, Insulated, New Construction 19/32" or greater plywood or wood plank All layers of insulation and base sheet simultaneously attached. All General and System Limitations apply. One or more layers of any of the following insulations: Insulation Layer Pyrox Minimum 1.3" thick ACFoam -II, UltraGard Gold, ENRGY -2, PSI -25, FlintBoard ISO Minimum 1.5" thick Fiberglas Minimum 's /16° thick Perlite Minimum 3/4" thick High Density Wood Fiberboard Minimum W' thick Dens -Deck Minimum 1/4 thick Insulation Fasteners (Table 3) N/A N/A N/A N/A N/A N/A Fastener • Density /ft2 N/A N/A N/A N/A N/A N/A Note: Top layer shall have preliminary attachment, prior to the installation of the base/anchor sheet, at an application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft, and four fasteners for any insulation board having no dimension greater than 8 ft. All layers of insulation and base sheet shall be simultaneously fastened. See base/anchor sheet below for fasteners and density. Base Sheet: One ply of Glas Base, Flex -I Glas Base, Flex -I Glas FR Base or Poly SMS base mechanically attached as detailed in Fastening #1, below or one ply of Poly SMS. mechanically attached as detailed in Fastening #2 or #3, below. Fastening #1: Olympic Screws #12 or #14 and metal plates, Dekfast #14 or #15 and metal plates, Tru-Fast #12 or #14 and MP -3 Plates or SFS Insul Fixx #12 or #14 and metal plates spaced 4" o.c. at a 4" side lap and two staggered rows in the center ofthe .• sheet, 24" o.c. • • • • * • Fastening #2: Olympic Screws #12 or #14 and metal plates, Dekfast #14 or #14 avdonetaL'Ards' Tra Fast #12 or #14 and MP -3 Plates or SFS Insul -Fixx #12 or #.1•:and metal • plates spaced 12" o.c. at a 4" side lap and two staggered rows h the 'tinter o•f te• • sheet, 36" o.c. •••• • • • • •• • Fastening #3: Tru-Fast #12 or #14 and 2" metal Plates or SFS Insul -Fixx scream iMd • 2" round• • • metal plates at a 4" side lap, 12" o.c. • • • • • • •••• • • 4 A,•&e.: 08 -a•2; 7 09 Expiration ISate: 049 Approval Date: 05/15/08 Page 29 of 39 • • • • • • ••••• • • • • • • • • Ply Sheet: Membrane: Surfacing: (Optional) One ply of Glas Base, Flex - I-Glas Base, Flex- I -Glas FR Base, Po1ySMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) or Ultra Poly SMS adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. One ply of Flintlastic GMS, Flintlastic Premium GMS, Flintlastic FR P, Flintlastic Premium FR -P, Flintlastic FR. Cap Sheet; Flexiglas Premium Cap 960 or Ultra Poly SMS adhered to ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbs. /sq. or Flintlastic GTS torch adhered to ply sheet. (Optional) Install one of the following: 1. 400-lb/sq. gravel or 300- 1b.sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq. 2. Karnak 97, FlintCoat A -150, APOC 212 Fibrated Aluminum at an application rate of 1.5 gal. /sq. Maximum Design Pressure: - 45psf. (See General Limitation #9) • • • • • • • • • •• • •• • • • • • •• • • • • •••• •••• • • • • • • •••• •••• • • •• • ••••• • • 3 • • •• •• •• • • • • • • • • • • •••• • • ATQA ia.: 08-114409 Expiration Date: 4¢09113 Approval Date: 05/15/08 Page 30 of 39 • • • • Membrane Type: Deck Type 1: Deck Description: System Type E(1): APP MODIFIED Wood, Non - insulated 19/321' or greater plywood or wood plank decks Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: Fastening: Ply Sheet: Membrane: Surfacing: One ply of Glas Base, Flex -I Glas Base, Flex -I Glas FR Base or Poly SMS base mechanically attached as detailed below. Base sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 9 ". o.c. in the lap and two rows staggered in the center of the sheet 12" o.c. (Optional) One ply of Glas Base, Flex- I -Glas Base, Flex I-Glas FR Base, Po1ySMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Flintlastic STA, Flintlastic STA Plus 5.0, FIintlastic Diamond GT,A, Flintlastic G3 A or GTA FR torch adhered to base or ply sheet. (Optional) Install one of the following. 1. 400- 1b. /sq. gravel or 300- Ib./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb. /sq. 2. Karnak 97, FlintCoat A -150, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1112 gal. /sq. Maximum Design Pressure: - 45psf. (See General Limitation #9) • • • • • • •• • •• • • •• • •• •••• • • •••• •••• • • •••• •• • • • • • • •• • •• • • NoA 08- 0227.09 Expiration Date: •06/19113 Apps®val) ate: 05f15/08 Page•31•O0'39 • • • • • • • • • •• • • • •• Membrane Type: SBS MODIFIED Deck Type 1: Wood, Non-insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E(2): Base sheet mechanically fastened. All General and System Limitations apply. Anchor Sheet: One ply of Glas Base, Flex -I Glas Base, Flex -I Glas FR Base or Poly SMS base mechanically fastened as detailed below. Fastening: Base sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 9 "o.c. in the lap and two rows staggered in the center of the sheet 12 "o.c. Ply Sheet: (Optional) One ply of Glas Base, Flex- I -Glas Base, Flex- I -Glas FR Base, Po1ySMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) or Ultra Poly SMS adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs. /sq. Membrane: One ply of Flintlastic GMS, Flintlastic Premium GMS, Flintlastic FR P, Flintlastic Premium FR -P, Flintlastic FR Cap sheet, Flexiglas Premium Cap 960, Ultra Poly SMS or Flintglas Mineral Surfaced Cap Sheet adhered to base/ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbs. /sq. or Flintlastic GTS torch adhered to base/ply sheet, Surfacing: (Optional) Install one of the following: 1. 400- lb. /sq. gravel or 300- lb. /sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lbisq. 2. Karnak 97, FlintCoat A -150 or APOC 212 Fibrated Aluminum at an application rate of 1.5 gal. /sq. Maximum Design Pressure: -45 psf (See General Limitation #9) • • • • • .. • • • • • • • • • • • • • • • • • • • • • • • • • .... .... • • • • • • • .. .. .. • SO?: Nn.: 08- 0220x9 Expleatiom Date: 06f1803 Appnoaal bate: 06/15108 Page 52439 • • • • • • Membrane Type: Deck Type 1: Deck Description: System Type E(3): APP MODIFIED Wood, Non- Insulated 19/32" or greater plywood or wood plank Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: Fastening: Ply Sheet Membrane: Surfacing: Maximum Design Pressure: One ply of Glas Base or Flintglas Premium Ply Sheet (Type VI) mechanically attached as detailed below. Base sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8 "o.c. in the lap and three rows staggered in the center of the sheet 8 "o.c. (Optional) One ply of Ultra Poly SMS, Glas Base, Flex -I Glas Base, Flex -I Glas FR Base or Poly SMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Flintlastic STA, Flintlastic STA Plus 5.0, Flintlastic Diamond GTA, Flintlastic GTA or GTA-FR torch adhered to base/ply sheet. (Optional) Install one of the following: 1. 400- 1b./sq. gravel or 300- lb. /sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb. /sq. 2. Karnak 97, FlintCoat A -150, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 11A gal. /sq. -52.5 psf (See General Limitation #7) • • • • • .• • • ••. • • •••• • • • . • • • • • • •••• • • •••• •• • • . • .• • • 1$OA loo.: 08 -A3 7 O9 ExpiationDate: 661.181f3 • • Approval bate: 0E415108 Page 534•M9 • • • • • • • • • • • • • • Membrane Type: Deck Type 11 Deck Description: System Type E(4): SBS MODIFIED Wood, Non - Insulated 19/32" or greater plywood or wood plank Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: Fastening: Ply Sheet; Membrane: Surfacing: Maximum Design Pressure: One prof Glas Base or Flintglas Premium Ply Sheet (Type VI) mechanically attached as detailed below. Base sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8 "o.c. in the lap and three rows staggered in the center of the sheet 8 "o.c. (Optional) On_e .ply of Ultra Poly SMS, Glas Base, Flex -I Glas Base, Flex -I Glas FR Base or Poly SMS or one or more Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Tyne Vlladhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibs. /sq. One ply of Flintlastic GMS, Flintlastic Premium GMS, Flintlastic FR -P, Flintlastic Premium FR -P, Flintlastic FR Cap sheet? Plexiglas Premium Cap 960, Ultra Poly SMS or Flintglas Mineral Surfaced Cap Sheet adhered to base/ply sheet with, a oved mo in as phalt an lied within the EVT range and at a rate of 20 to 40 bsfsa.,or Flintlastic GTS torch adhered to base/ply sheet. (Optional) Install one of the following: 1. 400- lb. /sq. gravel or 300- lb. /sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq. 2. Karnak 97, FlintCoat A -150, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1 V2 gal. /sq. -52.5 psf (See General Limitation #7) APPROVED • • • • • •• • •••• • • •••• • • •• • • • •• • • • • • •• • •••• • • •••• •• • • • • •• • • sot NR►. :08,009 ExphaationDate: bfillS1f3 Appruavat bate: 0545108 Page 54 01.9 • •• • • • . • • Membrane Type: APP MODIFIED Deck Type 1: Wood, Non - Insulated Deck Description: Minimum 19/32" thick plywood attached using approved nails spaced 4" o.c. at wood joists spaced maximum 24" o. c. System Type E(5): Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: One ply of GlasBase or Flintglas Premium Ply Sheet (Type VI) mechanically attached as detailed below. Fastening: Ply Sheet: Membrane: Surfacing: Base sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8 "o.c. in the lap and three rows staggered in the center of the sheet 8 "o.c. (Optional ) One ply of Ultra Poly SMS, Glas Base, Flex -I Glas Base, Flex -I Glas FR. Base or Poly SMS or one or more Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Flintlastic STA, Flintlastic STA Plus 5.0, Flintlastic Diamond GTA, Flintlastic GTA or GTA -FR torch adhered to base or ply sheet. (Optional) Install one of the following: 1. 400- 1b. /sq. gravel or 300-lb./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq. 2. Karnak 97, FlintCoat A -150, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1 '/z gal. /sq. Maximum Design Pressure: -60psf. (See General Limitation #7) • • • • • • • • •• • •• • • • • • • • • • .• • • • • •••• •••• • • • • • • •••• •••• • • •• • • • • • • •• •• •• • koA to.: 08 7.09 Expir atioa Date: •06149113 AppirevalDate: 05�►15/OS Page 39oof 39 • •• • • • • Membrane Type: SBS MODIFIED Deck Type 1: Wood, Non - Insulated Deck Description: Minimum 19/32" thick plywood attached using approved nails spaced 4" o.e. at wood joists spaced maximum 24" o. c. System Type E(6): Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: One ply of GlasBase or Flintglas Premium Ply Sheet (Type VI) mechanically attached as detailed below. Fastening: Base sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8 "o.c. in the lap and three rows staggered in the center of the sheet 8 "o.c. Ply Sheet: (Optional) One ply of Ultra Poly SMS, Glas Base, Flex -I Glas Base, Flex -I Glas FR Base or Poly SMS or one or more Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Membrane: One ply of Flintlastic GMS, Flintlastic Premium GMS, Flintlastic FR P, Flintlastic Premium FR -P, Flintlastic FR Cap sheet, Plexiglas Premium Cap 960, Ultra Poly SMS or Flintglas Mineral Surfaced Cap Sheet adhered to baselply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbs. /sq. or Flintlastic GTS torch adhered to base/ply sheet. Surfacing: (Optional) Install one of the following: 1. 400- lb. /sq. gravel or 300 - lb./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb. /sq. 2. Karnak 97, FlintCoat A -150, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1 V/2 gal. /sq. Maximum Design Pressure: - 60psf. (See General Limitation #7) • • • • • .. • .. • • • . • • .. • • • • • • • • • • • • • • • • .... • .... • • • • • • • • • .. .. .. • NOA So.: O8- O221• .O9 ' • Expiration Date: '06/19,13 Apptraval[)ate: 05/15(08 Page 3Go& 39 Membrane Type: Deck Type 1: Deck Description: System Type E(7): APP MODIFIED Wood, Non- insulated Minimum 19/32' thick plywood attached using wood screws spaced 6 "o.c. at wood joists spaced maximum 24" o.c. Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: Fastening: Ply Sheet Membrane: Surfacing: One ply of Glas Base, Flex -I Glas Base, Flex -I Glas FR Base or All Weather / Empire Base Sheet mechanically fastened as detailed below. Base sheet shall be lapped 4" and fastened with Simplex Mega Cap Nails spaced 9 "o.c. in the lap and 9" o.c. in two staggered rows in the center of the sheet. (Optional) One ply of GlasBase, Flex- I- GlasBase, Flex -I -Glas FR Base, Po1ySMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs./sq. Flintlastic STA, Flintlastic Diamond GTA, Flintlastic GTA or GTA -FR torch adhered to base or ply sheet. (Optional) Install one of the following: 1. 400- 1b. /sq. gravel or 300- lb. /sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb. /sq. 2. Karnak 97, FlintCoat A -150, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1 IA gal. /sq. Maximum Design Pressure: - 60psf. (See General Limitation #7) • .. .. • • .... • • • • . • • • • .. • •.• • • •••• •• • • .. •• • VA lib.: 084 04409 ExpI atloq,Date: A*/J2 APp pyAI Pete: 0V .15108 • • Page 3 /OM • • • • • • • • • • • • Membrane Type: SBS MODIFIED Deck Type 1: • Wood, Non - insulated Deck Description: Minimum 1942" thick plywood attached using wood screws spaced 6 "o.c. at wood joists spaced maximum 24" o.c. System Type E(8): Base sheet mechanically fastened. All General and System L nnitations apply. Base Sheet: One ply of GlasBase, Flex -I Glas Base, Flex -I Glas FR Base or All Weather/Empire Base Sheet mechanically fastened as detailed below. Fastening: Base sheet shall be lapped 4" and fastened with Simplex Mega Cap Nails spaced 9" o.c. in the lap and 9" o.c. in two staggered rows in the center of the sheet. Ply Sheet: (Optional) One ply of GlasBase, Flex -I- GlasBase, Flex - I-Glas FR Base, PolySMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) or Ultra Poly SMS adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs./sq. Membrane: One ply of Flintlastic GMS, Flintlastic Premium GMS, Flintlastic FR P, Flintlastic Premium FR -P, Flintlastic FR Cap sheet, Flexiglas Premium Gap 960, Ultra Poly SMS or Flintglas Mineral Surfaced Cap Sheet adhered to base/ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbs. /sq. or Flintlastic GTS torch adhered to base/ply sheet. Surfacing: (Optional) Install one of the following: 1. 400- 1b. /sq. gravel or 300-1b./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq. 2. Karnak 97, FlintCoat A -150 or APOC 212 Fibrated Aluminum at an application rate of 1.5 gallsq. Maximum Design Pressure: - 60psf. (See General Limitation #7) • . • • • • •• • •• • • • • • • • • • •• •• • • • • • • •• • • 3 iOA;11to.: 084/ULo9 • • Expkatiom Date: 1161l13 • • AO :wit' bate: 05115/08 • • Page 384''.39 WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials 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 approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs.sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners), Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corneis). • : • (When this limitation is specifically referred within this NOA, General Linaitatou #7 will not be applicable.) • • • • • . • • 10. All products listed herein shall have a quality assurance audit in accordance witJ.tjtglorida Buulding Code and Rule 9B -72 of the Florida Administrative Code. • • • • •••• END OF THIS ACCEPTANCE • •••• • • • • •• • MIAM DADE COU APPROVED •• • • • • • • •• •• •• • • •. • • • • • NOA ]yfo.: O8 j 7.79 • • Exp1jatiop. Date: •QCJjx/13 • • Ap(iradal:Date:45/15/08 • • Pagel%8t 39 MIA MIDAD� BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33898 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 rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Atlantis Shake & Slate Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its di44bArs and shall be available for inspection at the job site at the request of the Building Official. . •. This renews NOA #02- 1211.08 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. •••• .... • • • . •••• .... • • • • • • • •• •• •. • • • • OA• ND.: 07- 10?.3.U2 1 • Expigatiou,Date:12L 12 • • Aplirpv8!Date: 1261•347 • • Pag .1.8f.? ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing Flat Profile Roofing Tiles Concrete 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile LLC in Boca Raton, FL 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 Atlantis Shake and Slate Tile Trim Pieces Dimensions 1 =16" w =10" I ' /a" thick 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Test Specifications TAS 112 TAS 112 Test Identifier 7161 -03 Appendix III 94 -060A 94 -084 25- 7094 -2 25- 7094 -8 25- 7094 -5 Product Description, Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For direct deck, 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 Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) (Adhesive Set) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Date Dec. 1991 March, 1994 May 1994 Oct. 1994 • • Static Uplift Testing : . • . Oct. •1994 PA 102 •• • •• • (4" Headlap, Nails, Batte$s*).: ' Static Uplift Testing Oct. 1241, PA 102 • • • • (4" Headlap, Nails, Direct Elea... • • • Recover/Reroof) • • • •.' • • • • • • 11A Nal: 07- 1023.42 Expiration Date: 11,4642. Appisisva1 date: 12/13107 Page 3 or 7. • • • • • • • • • • Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineerins Test Identifier 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 224 -47099 520109 -1 520111 -4 520191 -1 Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations TAS -112 Test Name/Renort Date Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens ) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testin g of screw vs. smooth shank nail Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Aerodynamic Multiplier Moment of Gravity 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 s Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Sept. 1994 Dec. 1998 March 1999 October 2007 August 2007 February 1996 April 1996 December 1996 • • • • • • • • • • •March •1995• Aerodynamic Multiplieit • April' 1999 Two Patty Adhesive Set Sy';feWt? April 1939 13343.1 •••••• June2.00.7•• • • •• •• • 140A'Na.: 07- 1023412 Expiration Date: 1//46Ate* AppP®vail Bate: 12 M/0F Page3 ©$i'• •• • • •• •• • 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. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake and Slate 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 (1 x w ) Tile Profile Weight -W (Ibf) . Length -1 (ft) Width -w (ft) Monier Lifetile Atlantis Shake & Slate Tile 8.5 1.33 0.833 Table 2: Aerodynamic Multipliers - a, (ft3) X (ft3) Batten Application N/A a. (,ft3) Direct Deck Application 0.208 Tile Profile Monier Lifetile Atlantis Shake & Slate Tile •••• • • •••• •••• • • •• • • • • • • •• •• •• • • NDA No:: 07-1023.1i Expiration Date: 12.36/42 • App ianJ Dwte: 12/0 /0"4 Page 4 •t'i • • • • • • • ••••• • • • •••••• • • • • Table 3: Restoring Moments due to Gravity - M (ft-Ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 6 " :12" 6 ":12" 7 ":12" or greater Monier Lifetile Atlantis Shake & Slate Tile Battens Direct Deck 6.17 Battens N/A Direct Deck 6.11 Battens N/A Direct Deck 6.01 Battens N/A Direct Deck 5.89 Battens N/A Direct : De A. !3!75 • • Baths, • NQet • • • :pirect Deck • • ,,5.59 • • • • N/A •••• • • •••• •••• • • •• • • • • • • •• •• •• • • NDA No:: 07-1023.1i Expiration Date: 12.36/42 • App ianJ Dwte: 12/0 /0"4 Page 4 •t'i • • • • • • • ••••• • • • •••••• • • • • Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min.19/32" plywood) Battens Monier Lifetile Atlantis Shake & Slate Tile 2 -10d Ring Shank Nails 30.9 38.1 N/A 1 -10d Smooth or Screw Shank Nail 7.3 9.8 N/A 2 -10d Smooth or Screw Shank Nails 14.0 18.8 N/A 1 #8 Screw 30.8 30.8 N/A 2 #8 Screw 51.7 51.7 N/A 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 N/A 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 N/A 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 N/A 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 N/A Table 5: Attachment Resistance Expressed as a Moment Mt (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Adhesive' 31.32 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance for Single Patty Expressed as a Moment - Mf (ft -Ibf) Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile PolyProTM 118.93 PolyProm' 40.44 3 Large paddy placement of 45 grams of PolyProT"". • - - - • 4 Medium paddy placement of 24 grams of PolyProT"". • • - • •• • • • Table 5B: Attachment Resistance Expressed as a Moment - MfIti lb17 • for Mortar or Adhesive Set Systems _ -.� • Tile Tile A athent • • • • • • • Profile Application Resistance •. • Monier Lifetile Atlantis Shake & Slate Tile Mortar Sets ••430.6 ° • • • • 5 See specific mortar manufacturers Notice of Acceptance • • • •••• • • '.•° • • 07 -1 O •. .1? Expiration Date: 1241#191,2* Approval Date: 12/13/07 Page 5 of 7 • • • • • • • • .• 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 ". MONIER LIFETILE LLC, ATLANTIS SHAKE AND SLATE (BOCA RATON, FL PLANT) LOCATED UNDERNEATH TILE 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. • • • • • • • •• • •. • . • • • • • •• • • • .... •••• • • . • • •••• •••• • • •. • • • • • • •. •. .. • • • • • • • • • •••• • • Nt44 No:: 07 -10 1 Expiration Date: 12 6j • Approval Date: 12/13/07 Page 6 of 7 • • PROFILE DRAWINGS • ,� lBVa° OVERLAY WATERLOCK OVERLAY MONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE END OF THIS ACCEPTANCE • • • • • • •• • •• • • • • • •• •� • • • •••• •••• • • • • • • •••• •••• •• • • • • • • •• •• •• • • • • • • • •••• 1oiOA! o.: 07 -1623 i2 Expiration bate: lt/T 6112 Approval Date: 1i /13/07 Page 7 of 7 • • •• • • MIA MIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 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 rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AF1160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. • • • ' •• • This NOA renews NOA No.01- 0521.02 and consists of pages 1 ' The The submitted documentation was reviewed by JRrge L. Acebo. • •••• •••• •• • • . • • .• •••• • • •••• • • • • • • • • • • • • • •• •• • NOA No 06- 030.1021 • Expirai on!Date:0511�07f1• Approval Date: 04F13/tk • Page ea 1 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of 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 flat, low, and high profile roof tiles system using Polypro All 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 PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications N/A TAS 101 Polypro® AH 160 Foampro® RTF1000 ProPaek114 30 & 100 N/A NIA Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro A11160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Note: The physical properties by accepted ASTM test Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /11.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% • • Humidity, 2 weeks • 86% • • •• • • •• • • • • •• • listed above are presented as typical average values'] SLtermined • methods and are subject to normal manufacturing Walton. itinn. . • • • •. •••• •••• • • • • • • • •• • • •• •• • • • . NtIA No.: 06- 02@102 • Expiratig i11 te: 05/I6121. Approval Date: 0414 706 • Page 2 i 7' EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. ' 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01 -6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01 /16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 • 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH 160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with • their tile assemblies shall test in accordance with TAS 101. • • • • • • 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tijg gsive with • , • their tile assemblies shall test in accordance with TAS 101 with section 10.4 as mcyla$lierein. F! • MS •• - • • • • • •• •• •• • • • • - NtfA NQ : 06- 020.1+0.2: • ExpiriopDate: 05/12411. Approval Date: 04f%06. • Page 3 of 7 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 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® AH160 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 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® 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 (B). 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. 6. Polypro® AH160 shall be applied.with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. ±+ ams) Two Paddy Weight per paddy Min. Gil ams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 g LABELING: All Polypro® AH 160 containers shall comply with the Standard Conditions listek herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaatuate the installation of this system. "" • • •• •• • • •• • • • • • • • • • .• • • .••• • ••.• •• • • • • •• • • • • • NQA N$ o6-020,1:IN • Expir gp?Dtte:05 /]•0(1]• Approval Date: 04%1%386• • Page 4 of 7 • • • • • • • ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Place enough adhesive to achieve 1T to 23 Opttoe1l214'9 for square Inches In contact with the pantile \ t h Vellum= 2)To1 covers upside down. Plate adhesive 1/2 In. room outside edge of rover 1De. Then install the he. flag through plaetle cement top pau2on oftheeave cause cover HI* Abut to second course of pan flea. Ensure eave end of pan and cover files are flush at eave tlne. Eave closure (mortar shown) • • • • • • • • • •• • •• • • • • • • • • •• •••••• • • • •••• •••• • • • • • • •••• •••• • • • • • • • • • • •• •• •• • • •• • • • • NOA Ng.: 06-0200.1431 • Expire o.TrDate:05 /1.0%11 • • Approval Date: 0013 0 • • • Page ?of 1 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY • • • • • • • • •• • ••• • • • • • • • •• • •••• •• •••• • • • • •••• • • • •••• • • •• • • • • • • •• •• •• • • N'OA No.: 06 -O2M. 2. Expir &tioxtbate: os /M /ii Appravai Irate: 04ri3 /St. Page 8 of i • • • • • ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement tinderlayment 1 Single paddy under tile Single paddy between tile 21n x 7 in. medium size paddy ease course only /* in.x 3 in. r 4 in. s. Single paddy on under - layment Single paddy on top of tile Ears Course Fascia Weephole Fare closure Drip edge Nail through plastic cement Single paddy between tile j� in.x 3 In. Single /eddy on underlayment Single paddy on top of tile Eave Course Eave Closure 2 in. x 7 in. medium size F paddy save course only END OF THIS ACCEPTANCE • • • • .••••• • • • •• • •• • • • • • • • • •• • • •••• •••• • • • • •••• •••• •• • • • • • • •. • •• •• • • 143A Nd.: O6- OZO2.A!• Expirltioq tote: 05123/12 ApprMal Date: 04(23!96 . Page ? IV! • • • • • • • • •