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ROOFING
Issue Date: 11/16/2006 Owner's Name: GHISLAINE CARR Permit Type: Roof Work Classification: Roof - New Job Address: 246 101 Street NE Contractor(s) Phone OBENOUR ROOFING SHEET META 305 - 757 -2612 Primary Contractor Yes Additional Information Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 05/15/2007 Type of Work: New Roof Classification: Residential Additional Info: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: RF -11 -06 -2795 Phone: 1132060134630 Lot: PB: Total Square Feet: 3067 Total Valuation: $ 29,602.00 Required Inspections Tin Cap Hot Mop Tile In Progress Up Lift Report Final Roof Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $18.00 $6.00 $325.00 $9.00 $8.12 $366.12 Invoice Number RF - 11 - 06 - 26773 Total: Amt Due $366.12 kra Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. RE -ROOF TILE ROOF AAR 2 0 2OO Passed g_f 1?(11/1 Inspector Comments / 01C— V , :::ctIon Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until p nspection Number: INSP -32486 Permit Number: RF -11 -06 -2795 Inspection Date: 0311912007 Inspector: Grande, Claudio Owner: CARR, GHISLAINE Job Address: 246 101 Street NE Project: <NONE> Miami Shores Village, FL Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Building Department Comments Friday, March 16, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 C(, Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060134630 Lot: Phone: 305 - 757 -2612 Page 1 of 2 Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or 9 Test Location Uplift Pull Test(P a 9 1 26 p1� S �a�,7 51 76 2 r'kss 'gp-.7-"I? 27 52 77 3 P8 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 88 14 39 64 89 15 40 65 90 16 41 -../..- 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 • 48 73 98 24 49 74 99 25 l 50 75 100 U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 SITE SPECIFIC INFORMATION Owner's Name: GZ'P-- Permit # x' t < °I- 23 Job Address ' 6 %-1-- 10 i S -1 -- . , t•I P.,i� t S ts- - E 5 L �t Roofing Contractor: O 4.3 o 0 'DO C 1,042_ ° C-49a� tE rev Type of Tile: M o � � d Tt S - �0�. D-� SET Date Installed: .5- L " (73- Approximate Roof Height:--1L-- Pitch: 3 ` II " Type of Access to Roof: Scaffolds Ladder Other Approximate Square Footage of Roof: t . c l o'° ft Required Testing Force: 35 lbs. Testing Equipment: Chatillion 100 Date Tested 3 - 1 .p T--- TEST RESULTS P = PASS, F = FAIL IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS REP TED BY-: . P.E. i Lab Certification # 98- 0608.04 State of FL Certificate Authorization # 4100 Project No 9067 • •• , • • E-. Sketch of Roof 11111 1111111 11111111111111 MEOMMUUMMOMMIIMMMEMMMEMMEMOMMMEM MEMMUMHEMMEMMUMMEMMMOMEMMEMEMEM MEMMINVOMMEMEMMEMEMILEMMIMMEMMEMM 1111111111111111E11/E1N111111l1� 1 11111101111111111 mommimmtpmammimmIlimmEmimmomm INEMILIMEIMMEMPNRIII MIIMMEMMEMEMOMMIMMEMEMEMMEEMMMEM MEMMINIMEAMMEMEMMEMMAREMMEMMIIMUM IIMMOMINWRIMEMEMNOMEMMEMEMOMMENM IMMUMMIONEMEMEMEAMOMMIUMMOMMEM EMINIMMUEMEMENNIMMENNEEMEMOMMMEM EMINIMMOMMEMEMMOMMOMMOMMEMEMMEM INIMMEMOMEWEIMMAIMMEMUMWRMINMEM MOMMUMMULImmEmmommumwmaitaMMMOM MUM .r . ,..NOtes: '3 1 ' rt Job 244, to,. r Sheet Number 4 2,- of- Contractor g- &)4. Checked By Scale RE-ROOF TILE ROOF MAR 1 2 now Passed Inspector Comments . vi Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until Inspection Date: 03/12/2007 Inspector: Grande, Claudio Owner: CARR, GHISLAINE Job Address: 246 101 Street NE Project: <NONE> Miami Shores Village, FL Building Department Comments Friday, March 9, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 • Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1132060134630 Lot: Phone: 305-757-2612 Page 2 of 2 RE -ROOF TILE ROOF Infraction Passed Comments TIN CAP SPACEING True JAN 1 1 2007 Inspector Comments TIN CAP ON SLOPE Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . I nspec t an tit Inspection Date: 01/09/2007 Inspector: Grande, Claudio Owner: CARR, GHISLAINE Job Address: 246 101 Street NE Project: <NONE> Miami Shores Village, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Building Department Comments Monday, January 8, 2007 Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132060134630 Lot: Phone: 305 -757 -2612 Page 1 of 1 RE -ROOF TILE ROOF JAN 11 2007 Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . I su ec t cu [u Inspection Date: 01/11/2007 Inspector: Grande, Claudio Owner: CARR, GHISLAINE Job Address: 246 101 Street NE Project: <NONE> Miami Shores Village, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Building Department Comments Wednesday, January 10, 2007 Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1132060134630 Lot: Phone: 305 - 757 -2612 Page 1 of 1 RE -ROOF TILE ROOF Infractio Passed Comments TIN CAP SPACEING False JAN 0 9 2007 r 1t wt-' 1 1 1 / Inspector Comments Passed 6 1-- / -• eitAi Faile 4 r Correction Needed G\A-H -____. Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Number: INSP -32482 4 .. Permit Number: RF- 11-06 -2795 Inspection Date: 01/08/2007 Inspector: Grande, Claudio Owner: CARR, GHISLAINE Job Address: 246 101 Street NE Project: <NONE> Miami Shores Village, FL Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Building Department Comments Friday, January 5, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132060134630 Lot: Phone: 305 - 757 -2612 Page 1 of 1 NOTICE OF COMMENCEMENT A RECORDED COPY BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 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 description of property and street/address: 2. Description of improvement: 3. Owner(s) name and address: ! l),'LL j Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: Signa re of Owner Print Owner's Name G x-1(5 L1 tj C' CAP-R Notary Public Print Notary's Name Sworn to and subscribed before me this day of 123.01 -52 PAGE 4 10/04 NOTARY �..;x.tl3�fi::' ??.r,.c:is• OF FLr My commission expires: EXPIRES: APP..( 02, :0U: ;3onded Tarn Ationtic Bonding Co STA � E OF F CoifUT}, OF DADE ea b5s that o / n � s - ; co /the da 0 . 1- SS rn, r A 2U ,AR 'EY ' h and and Official 4y RUV111,1, CLERK, 111111111111111 CFN 2006R1030640 1080640 OR Bk 24984 P9 4790; (1P9) RECORDED 10/10/2006 11 =19:22 HARVEY RUVIM, CLERK OF COURT MIAMI -DADE COU'ltYv FLORIDA LAST PAGE R-2 LDl s / 2io14141" � I 3 &/;8 Interest in property: 9- • 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(i)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Prepared by and County Courts D.C. BUILDING PERMIT APPIIICATI FBC 2004 \ Permit Type (circle): Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES NO I/ Contractor's Company Name Contractor's Address Q,40 f NE /but apt City /1 % i L �j State Qualifier Name State Certificate or Registration No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ (, c r ) Type of Work: ['Addition Describe Work: (tJ 6t1 / °` - Submittal Fee $ Permit Fee $ Miami Shores Village l Building Department 144- < ' e '" 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. % i 0 flq5 ai Master Permit No. B Y:....N ....... Building Electrical Numbing Mechanical Owner's Name (Fee Simple Titleholder) f — r 4 Mrs (ji 1 Phone # 305 /..r9 Owner's Address I ' Or 101 5+ _S�1 City jlNIA, / State Zip 3 3 (38 Tenant/Lessee Nanie MOECTMMI NOV ". S � ; OE lot c aw- County Miami -Dade Zip 331j8 [)Alteration [New C? cl ei, j I/ Phone # A —,?2/ Zip 3 3L3 8 ErRepair/Replace Square / Linear Footage Of Work: ,gO(' ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CO /CC See Reverse side —> Phone # 9O5 ,Z7 —,2G / .L Phone # 395 — 7S7 — 2-(0/2 Certificate of Competency No. 9c2 Phone # + �^ ❑ Demolition skt /l / CCF $ `s' V� J Notary $ Training/Education Fee $ G7.a) Technology Fee $ Z lob Scanning $ ('O) Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ N 2)(' ' 1 ? Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mo tgage Lender's Name (if applicable) 11, , .4 _ Mortgage Ionder's City State Zip 6:1 Application is hereby made to obtain a permit to do the work and installations'-as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature } Owner or Agent of Contractor The foregoing instrument was acknowledged before me this The f _oing instrument was acknowledged before me this_ day of I' , 20 De , by day of / , 206 , by who is pers lly known to me or who has produced who is personalllknown to me or who has produced As identification and who did take an oath. �� as identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: (Revised 02/08/06) Signature NOTARY PUBLIC: Sign: W ,146 - ( sag6.; Print: My Commissio' ices: APPLICATION APPROVED BY: 6 /A d Plans Examiner Engineer Zoning SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. a.. C. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. G C: '2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). �� t„�3sC __3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing work to be performed. 6.C.._4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. a. C. _ 5: Ponding Water: The current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. ?► __6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. T7. 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. is /Agent's Signature Date c) .01_,5 Property Address Rev:1 120 /2005,Computer Services, Building Department ' Permit Number ractor's Signature NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF 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 description of property and street/address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: Name and address: Amount of bond $ 6. Lender's name and address: Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE ; 10/04 Signa (Jre of Owner Print Owner's Name G N ►S LP\ i . e- Sworn to and subscribed before me this "91" day of NOTARY PLTLir ' '.1TE OF FLORIDA d ,._ �'j i�c/Y ;:rn.ir�cr�a M. ( EXT1RES: APRIL 02, 200,") Bonded Thru Atlantic Bonding Co., Inc. 2. Description of improvement: IJ9j , / o Q 4 i a t/J„' r 3. Owner(s) name and address: I MILL y ja. (aM lar /a(Si jn v u sL 5. Surety: (Payment bond required by owner from contractor, if any) 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 different date is specified) C 1 , 20 CFN 2006R1080640 OR Bk 24984 Ps 4790; (1139) RECORDED 10/10/2006 11 :19 :22 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE Prepared by Bo 11111111111111111111111111111111111111111111 3I • 1;,Z IfC. a 15.32 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida "�a• i n 2 High - Velocity Hur i pw - r r pplice Sectio " �(Ilr rla Info` atio Master Permit No. - Process Contractor's Name ekIL -gta Job Address i-I((, AJE /0/ .1)— I,d Low Slope ❑ Asphaltic Shingles ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles ❑ Prescriptive BUR -RAS 150 ❑ New Roof l: Reroofing ❑ Recovering E.. ROOF TYPE ROOF SYSTEM INFORMATION Miami Shores Villa R<V ortar /Adhesive Set Tile ❑ Wood Shingles /Shakes ❑ Repair ❑ Maintenance Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) / /s4 / 9i3 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Total (SF) 3Cb • 111111•111111 1111111111111111111••111111t 1111111111111 • Ell I Laward11111111111! • • •• • • .... • „•• • • • • F BUILDING CODE — BUILDING 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: Product Approval No.: Design Wind Pressures, From RAS 128 or Calculations: Pmax1: • Pmax2: • ' Pmax3: —' - 0 Max. Design Pressure, from e s cific Product Approval system: Deck: Type: Gauge/Thickness: Anchor /Base Sheet & No. of Ply(s): to doc45 '7" Slope: Anch�� Shae�ettFF sten�r /Bonding 7teripl: 1' / M�L 4' / G/yii/ Insulation Base Layer: ?�.1 l Base Insulation Size and Thickness: / 9Y1 , Base Insulation � ster�r�� ylin terial: 2 g � NJa it Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener /� nding Material: Base Sheet(s) & No. of Ply(s): C>4CLA5 rS Base Sheet Fasterer/Boncifng "r .k4tik Top Ply Fastener /Bonding Material: Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Surfacing: 1 x JJl Fastener Spacing for Anchor /Base Sheet Attachment: Field: 7 " oc @ Lap, # Rows . @ "oc _Perimeter: { " oc @ Lap, # Rows? @ fC " oc Corner: 4 " oc @ Lap, # Rows @ G " oc 0 3 —o ho / .a • rAf Ply Sheet(s) & No. of Ply(s): 2.— - (FX ( x i (, • ' • • • • Ply Sheet_FAstener/ Matral: ... OOOOOO •• • • ' • " ' t ' sIS x - ''r /.� Top PIy:4CL�'j l � overG �• p • f^�d; -q G 8•ZT . 1i �•70 • f • •.• • • �' 7, • • • • • • • ' • • • . FLORIDA BUILDING CODE — BUILDING . • • • • • • • • • • • • • • '' • • • • •• . • • . ... Number of Fasten Per Insulation Board: A- Field Perimeter 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 .ceertti K7 N r>r ROOF ASSEMBLIES AND ROOFTOP STRUCTURES l�Y p•TN�r���c 40 o?l r1q41. 544 o //y V Ye Corner / 2ti f wi y �` y�.ve FT. _ 1 Mean Roof Height 15.33 Roof System Manufacturer Notice of Acceptance Number: 0 I Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): '` c/ P1: 7'* P2: / -P P3: /r''. S'y Maximum Desi n Pressure (From the Pr uct/Approval Specific System): ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 15.34 Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof Slope: 3 : 12 Ridge V tilation? d A- Mean Roof Height: /1 Steep Sloped Roof System Description Deck Type: [ Underlayment: r 2.24 - 3G Insulation: Fire Barrier: Fastener Type & Spacing: Adhesive Type: fe � ,4 � Sheet: i -d- Type Cap Shee Altfr 0404 ••••••• Tj & S i z e 6 r i p • ••• • 1 gdge : .•• • • • • •••I •. • • • • • • •�• • •• Roof Covering: ••• ••• • • • • • • • • • • • • ••: • • • '•. •• •• ••• ••• • • • 1 • 5 6/4 -1441 w� ••• • • • • • • • . • ; • • ••• • • • • •••• • • • • • • • • • • • • • • • . •FLORIDA BUILDING CODE — BUILDING • Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127'Fable I or by an engineering analysis prepared by PE based on ASCE: 7 I\ lean Roof Height 11 .lob Site Roof Slope 0 Job Site Aerodynamic Multiplier R Product Approval Restoring Moment due to Gravity IVI Product Approval Attachment Resistance (\1 Product Approval Required Moment Resistance Nl,, l.alellaled .. Minimum Attachment Resistance F' • • • • • : • • • • • • • • '4171c[ Appt'c•'al • • • • • • i • • • • • • • • • • Required Uplift Resistance Fr CalttSlated • • • • • AN erage'I•ile Weight W Product Approval • • • • • • • • • • Dimensions L- length W _ synth • • • • • • • • • • • • • • • • • • 'File PraicI;Ap •r1' • • • • • �• . • • • • • • • All calculations must be submitted to the buildiu t official at the time of permit application. M required Moment Resistance* Mean Roof Height - y Roof Slope 1 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 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 For :NIoulent based tile,veleuts, choose either Method 1 or 2. Compare the l clues for NI,. with the values from Mi. II the M values Lire greater than :•I equal to the N-1 values, for each area of the cool. then the tile attachment method is acceptable. (P,: - x I. (P3: .__ _. FLORIDA BUILDING CODE - BUILDING Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. • Section E (Tile Calculations) Method t " NI,nnent 13aased rile Calculations Per RAS 127" IP . _ : ;x,! :_. q (O• 4 )- Mg: 4.0- .., = NI, .t_ ' • Product Apploval ,(_'�'_� 11',: -/S I :: • � - ... _+!�{ /. I - Mg: 4.t a =1\ 1,/l/ ., • Product .Approval Ni, (P -_ - ' J -Ivlg: t = Mt;/v•/ 7 Product Approval Required Moment of Resistance 11Mr) F00111 'Little Below Yletllnd 2 "Simplified Tile Calculations Per Table 13eloly" 'Must be used in conjunction wlh a list of moment based tile systetn, endorsed by the 131Jward County Board of Rules and Appeals. For Uplift based tile SySLCIIIS use Ylethod 3. Compared the values for F' will[ the values l0r 1'r. It the F' values 1110 greater 111011 or equal to the. Fr l aluel. for each area of the rout, then the tile alrtc11111cm method is acceptable. Method 3 "Nlontent Based Tile ("':deulations Per RAS 127" ( P 1 : _ x L = x w: _ _) - WV: - -_ -_ x cos t/ .__ _ -- = h ,,,____ Product Approval P' ______ xl. - -_... w: - .__ - W X eos i) Product Approval N11 • • • • •• • • ••• • • • • • • • • • • • I • l • • • • • 0 • • • 1 • • • • • • • • • 000 • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES = E __ Product Approval F' - = F. - _ Product Product Approval F' -- 15.35 b MI A titi.OADE EEO Lfl Jt L1)iij4 G CODE COMPLIANCE OFFICC (13C.72O) PRODUCT CONTROL Dt VISION NOTICE OF A(CE PTANCE (IN 0 ) Mortiin LifctiIf, LLC, 135 NW 20 Street . Boca Raton, FL 33431 SCOP This, NOA is being :ssued under applicatnt rues and c The documentation subriutted has been revie'.4 y M tzmi-Da by the Board of RLIts and Appeals (1-3C to be use...I Nti a. the Authority Having Jurisdiction ibis shall not bc 'id after the e.xpiraticn date 5ialcd b:: Divion (1.n M!arro Dade Counry) andlor the (in areas olh have this product or material tested for goal icy assurance the accepted martrier manufacturer will incur the xpens.-7, o revoke, modify, or suspend the use.: of such product or nlzItcri..al o revoke this accept.znce, if it is determint:d hy Miarr.i-)d c C macerial lads to MCC( the requirements of We :applicable huilii This product is•approved a5 herein 3 r1d bce one of the Florida Kilding Ccid.o DESCRIPTION: Atlantis Shake S.: Slate Concrete i:oof T c 1)E.L.INC: Each uric shal; Oear permancrt label wi:h c lowing statement: "Miamt-Dade County Pt Control cnp R.ENEWAL ofthis NOA shall bc considered after a renwal a large in the applicable buildirq; code negative:y affecting t!nt. TE1-011NA.TION of this NOA will occur after the expiratic.in materials, use, andlor manufacture or the orc..th:c t. cu peoduct, 1 ..9r 5.ale5 ::)dN'entsing or any ochcr pu7poses shall .;JULOrr with any section of this NOA shall be cause for terminatton an: kOVERTISEMENT: The NOA number prcedcd by the wo h expiration date may be displayed in advertising iitermuce. IF zr done in its entirety. NSPECTION: A copy of this entire NOA s be provided t nd shall bc available for inspection at the job site at thi! rer.o.ics This NOA consists of pages 1 through 6. . • • •• The submitted documbritalion wzs rcvicwcd by [; ..R1C • • • • - • • oo o o •: •• • • • 000 00 1 •• • • • ••• •• • • • • • • • • • • • • • • • • • • • • • 6 : • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • go the use of construction maierials. 'e County Product Con.sr,... Division and accepted ; C)Lde Cos..2nty other area; whtre allowed by 'T he Nitzicni-Dade County Produc onc-)l r Dade Counry) reserve the right i� 'es. If this prodj zt. or material fails to perform in f such testing and the AF{! nyiy immediately vithn h rju'dictort. BORA. rcservvi righ; d o Control I),‘..ision tha: this produ,...:t or C ode. to compl■,",v:,th thc 11ih Velocity 1 '.2nt; '3Curr 5 na:n.;: or city, s;att: anc; rovco untcss oiherwise noted herein. ;ply:anon has bccn filed and there has been no ,cri.)rrnzncr. of this 'product. at cr 1 been a revision or chance in the , ..nis NOA as 3;1 Cnciorsement of any a: caIy terMitljtc. this NOA. Faftre to comply removal OI NOA. ds ivliarni-Dadc County, Florida. and followed by any portion of the NOA is displayed, then it sba:1 • • • • • • • • • • thc user by the manufacture: or its distributors ot thc Building Official. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • COONIri PLOR ICA f4E-11.4.0-DADE FLACLF.P, EtUILDU9C. t_it3 \VEST I:LAC:I:CR STREET, SUITE. 16u3 MiMi. FLORIDA, 33 t :t0-150 (3(J5)375.29W FAX: (305) 375-2905 NOA No.: 02-1111.08 Elpis'atiOn Date: L2/16/07 Approval Date: 01/09103 Pagel of 6 ROOFING ASSET IBLy A PPROVA.'f_ (late ary: Roofing Suo•CUtr,:;r1 : Flat Profile Roolinr,;. TiicS Material: terial: Concrete SCOPE. This renews a system using t` onici Lifet.ilc Atlanti. rartufactwed Monier Lliztile LLC and described in Sc Ioca :ions whet, the prcaure requiremcnla, aS 63rcrnoi: ,_;��r•rrf the design pressure v,:t'ues obtained by cciculati Yal;.:es listed in s'.ction 4 h : -.w I hlc attachment calc system. 2 PRODUCT DESCRIPTION NIanutacturcti by ;kIil)Iicant Dimensions Specifications \•Ionic[ Lifetilk A[ianris Shake and S'3[C Tile "li fl Pieces 2.f SUBMITTED EVIDENCE: Test F di rd f_ehncloeies The Center for Applied C,lyincer in, Inc. The Center for Applied 1;.nt ;ineering, Inc. Thc Center for Applied 75- 70994_8 I r!ginl.eri%. Inc. The Center for Applied Engineering, Inc. = , thick 1= vane:3 = varying thickTteS Test Identifier ?161 -0ti App,:ldix 111 94-06OA 94031 25- 7094 -2 fr\ 112 Fi o r 112 AC at 'r pia •• . (4" • 25.70`94 - � • • • • •• • • • • • .. .•• •• (4 " • H • • • • • • • • • • • • • • • . ••• • • • • • •• • • •• ••• ••• • • • • • • • • • • • • • •• •• • Shak ,.: . Slate Concrete Roof Tile. as ti:n 2 of this Notice or' ra.c.ce.pt::ncc, For eLI by applicable Bulicf.ing does nor rs In cornplt:rncc with l:'A 127 la:ions shall be dont as a morn t oared Product DeseriEtion interlocking. high prcaurc c :trudc;i Crete shake and slate roof tilt equip _)e', two nail holes. For direct ckck, rnor:ar 1: kesitic set applications. e Ory trim, concr;.tc root F,tceS f;ar :.,- ips, rakes, ridges and valley !erminalions. i ufacturcd for each lily profs. Test Nnntciltchort par Static Uplift Tes[ing Dee. I90I PA 102 PA 102(A) Static Uplift "resting ivfarch. 199:1 PA 101 (Mortar Scr) May 1994 (Adhesive Set) Static Upli Testing Oct- 199 : PA 102 (4" H cadlap, Nails, Direct Di.:ck, Nev.' Construction) Static Uplift Testing Oct. 199 Pei 102 ;4Saciait N i i1s, Battens) �t3tit;(f� li�b�esting Oct. 1994 • • : PA !�2 - adtap, Nails 'Direct Deck, Rceo vrr($,c Fad • • • • • • • • • • • • • • • NOA No.: 02- 1211 -08 ••• • • Expiration Date: 12/16/07 • Approval Date! 01/09/03 • • • • • • • • • • • •• • • • • • • • • • ••• • • ,r ' Yost A. The Censer for Applied Engineering, Inc. Th Center for Appiicci F...nnecring, Enc. I'ne Center for Appl;cd tile. Tr Center for A pf311 E noirs...t.i."-dr , Tech.nolo Rerilarid Recihnd Teciinc.,1og,ies T1 (1.'ci lot e\ipp1iej En.iineerir. Inc. Prolessional Set-4c e li Inc. Cciote: Corporaiion Tcsiini; Walker Ens:ncuring, \Vake7 Inc Walker Engineei 'ne. W:111<cr Engineering, Inc Walker Engincerir.g, Wall;cr Engineering, rLs Identifier . 25-7) 14-5 7161-0'3 Apc.)endix ener Dated Aug, 1, 1994 P06 -01 PO402 Projiict No. 30: :!24-47099 5?01C9-1 3'0111-4 52.0191-1 CalculaiAn Calcu!ations Colculotions Calculations • • • • • • • • • • ! • • ". •• •• • ••• • • • Test Narucikr_lp,ort Static. Uplift Testing PA 102 Screws, Direct Deck) Static Uplift Testing PA 102. (2 Q kDry Screws, Cattens) StLne Uplift Ttstin PA :02 1 ( 1.1ik-Drive Screw, Direct Deck) Static. Uplift Testine PA 102 ;k-Dri■c :Screw, Bins) ind Tunn:ITifst PA IOS (Nail /rid Tonne! Tes:tinc, PA 103 (Nail-On) tnd Tunnel Test leg 'A 103 (Mariar Sci) Vsli th - sraysa 1 Resiranc.c.Tes:ing or scr \s/ vs. smooth si no Wind Driven R3in PA 100 hysic21 Properties PA It? aric Uplift - 1 - tin , ..; PA 10) ( 25-7584 25- 25.:780 & 5 25-784$-6 • • •• • 42.54,;7 • • • - . ' • • •• • • e • •••., • • • •: ltlo • • so , •• Calculations Calculations •• Calculations • Two Pat y Adhesive Sct S.ystem • • • • • • • • • • • • • • •: • • • ••• •• • pajt Feb. 19' Feb. 199!", l's.1.:ire11, 1993 Dec. 99j Au. 1994 Ju1y 199 Sept. 1991 994 Sept. 1994 Dec. lat 1999 AsL-iody.-onlic Mare..ri 1999 omcnt of Crnvity Sept. 1999 25-709z :el:Jr 1996 75- April 1996 Occ mkt' 1996 March 1995 Aptil 1999 April 1999 ••• • :, 1 1 : • • • • • • ••• •••40A No.: 02-1211.08 • • • Expiration Date: 11/1 Approval Date: 01/09/03 • ••• • • Pazc 3 of 6 • • • • • •• • • • • • .. •• • • • • ••• • 3. LIA'IITATIt }NS 3.1 F:re ;lass :fie tirt a , n [ ; not part of this ac:'cnw ce 3.2 For mortar or adhesive S c G c; file applieat:Gn , statirld uplift :es: shai be p� in aecc with es i 106. Applicant C shall � the .[�In services ! Y test shall cla im lance wit 'n of f �l ' -D. d- County (.:ert[I Laboratory to , : i- - C ;Ja[Yr *rl n - 1. - AS 12 - ndtx 'A'. E c, fJ_, the Building Code t (� �p`; Such [isliti�t sn�ll he submit( t Compliance C);;icT for r v ([ �j Minimum ui der•layrncnl Shall be in corhpli• with the li ! Roofing .. - Standards li.stcdl SPCtion 4.1 �Pp ._ab.c IwcItJ.1) e . i ,, hcr•:�tn- ( r mopped applications , unless hot undr 0 :;t t m pIhc,'a nay lac t115_,! r� pr_ pfnd[cU!ar ise by the underla }me:,t nrateri;' r -, to :h: roof ;lope 3.n . ,l.h �3 9cc� IanCc is 'u rrla;ru:dctut - ~r, P Liar• wood t•° p_Ih!i liter of deck 1pp,:ca.�.:r,, y( nirnu,r deck rrl�ul-ement, c,h, 3 7 um ?li;nc� wi :h appliczble buiidinkzcode Ali tn Y nstal.ed on slopes 7 i 2 and 'gr•e:,ter w th a minmun; of two scrtv.' . IN STALLATION 4.1 :ti[onirr Lifeline Atlantis .Shak a. d Slate Car crc;e Roof . Instilled in Strict cOn•1, ` hvu, 1'tie and its components {- riance w,th Roofing A P'1catlon Om A s11:1!1 d kAS 1'0. Standard F.�� t ! ! � •_) ' I S. "v�,. 119. and 4.2 Dat;; For Attachment Cdicul i t Table 1: Average Wet ht _ - 9 (N '- and Oim= rl:;ipnr. y.. ) +_ --- -_ -- Tile Profile - -~ -- �— ___ ft gth.] � --_- -- --� Weight -W (Ibf) Len - -- M:,nlrr . rs: t Atl -` �-- ) ��1 ^, idth w (ft) , antis S hake a — to I ;lc. ti .5 -- � 1-----7-':----j • • p- i Z: Aerodynamic MuitiplierS l (t') -- —_ ?raffle (ft-) Monier lilalile Atlantis Shake Direct Der..{t A lr � a [� �k d e lat e Ti l� PP icatiUn • • • • • • • • • • • • • • •• • • • • 1 • • • •• • • • • • • • • • 1. •• ••• • • • •• • • • ••• • • •• • • • • •• •• •• ••• • • • • ••• • • • •• • i— Ta 3: Ftestorin --- -_`— Tile _ ble 3 ..; 1 2, ---T�_ - ur �> _ duP t�� Gravity M lh�— `~__ —__.l 1 Pr 1— `6,..1Z, 7,: I 12" or ;Monier Lifetile Atl_tnus _. Direct Deck t Gi t Deck r�reatr.r 1.;_ & Slate Tile - — Dire t D � — ~ - -- 6.0 - -� cl 9 -- — Di rect Lleck [ 7 irec.tDeCk _ —�J .6 5.6 5.5 • • •• ••• • . • • • • • • • • ••i • • • . NOA No.: 02 1211.0$ Expiration Date: 12/16107 • • APProvaI Date: 01/09/03 • • • • • • • • • Table 4: Attachment Resistance. Ezpreoedav --- /oe | F*^ [ - -�-^~'�c ms Profile '~— Ty | U/rect]eck - / |Auon/iz;Shaxe | /Sta/e 2-10d Hind Shar,i; 1 -10dSm Shank _ �� -~`` �ax r Thank Nalln (mu15/32^ 7.3 14C DkectDe -- (min. 19!32" plywood) 9.8 18 8 ^~,Sue, i_ Shank Nail F~.~° / 0' Smooth =Screw ' 18n _ |i2> / I -,100 Smooth or Scre,w 35.5 . , I Shank Nalis (Field C:ti) ( // ^---------- Table 5: Attachment nrws; 1 / [ Table SA: / ~^ ucn«`nrtRns'u/a»~" i Tile Profile _ Tile Application I Minimum AttaChrnent Pm, m ' _ ___ 1- .4 I.argti paddy' placement o( 45 9LLrns of Potyl-ro . 5- Med;ulielaciy_p±-?c:rrierit.2mS• ofF212 r'' __' ~.".`a' u ___ • • utta Monier ' ifetile Atlantis Shake & Sliae Tile AsiAlication • - .~~~ .- .1" - 39/0 ' ° ° ▪ °° °° • ° • • • ~ • "° °° ° ° °°' ° ' °°° 4 • • ° ° °°°° o ° • °°° • • • ° °° • o °°°° ° °°°°°° • • • • • °~° . � 31.9 / -- J2.2 Batten NOA No.;uz 1211.08 Expiration '*:lZ/16/i7 o � Approval Date: o1/0�V3 • • • o °° °° •• • • LA B INC. All Elks shall b,z/ � r imprint ^r identifiable ma king n[the man fa r's 6. �UlLD\NC KE()UIRGMENT� 6,1 Application (�rbuilding - permnsha!|be 3 CC: npanied �U 6'1.1 Th�Nocc�o[�,,-..`... c owing: _'_--,.="^. • 6.1.2 Au/cnhc'do�umo ' � no �i6 ( �* � �|mA u� ur�Pn|(vob���v,|��n� coJc�o properly `»� l.a0000fJ,usy5'enz { GS `- m���'� .~': '�'*''` mwr ERLOCX • OVERLAT ' 1 NIOw/cR L/fcT /L2ATLANTIS Si LAKE •• ••: °• ° °°°° °° N°° • °° • -44 J- '/ p ' • • °° o °° { o ° • • • •• • • • = =° °°° ~~~~ °° • • • »»r ~ ~~~ • • • ° • - - '' ` ~~~° = • ° ° • • °°°° °° ° • °° °° °° o °° �.6. • ,-- • • �QA n .."o � • -----.''-___-' • • • ° • • • • • • • °°° • °°°°°° • ° • ° o °° • ° ° 0110 • ° BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and The documentation submitted has been reviewed by the Review Committee to be used in Miami Dade County an Jurisdiction (AIIJ). This NOA shall not be valid after the expiration date stat AHJ (in areas other than Miami Dade County) reserve t assurance purposes. If this product or material fails to pe the expense of such testing and the AHJ may immediate material within their jurisdiction. BCCO reserves the rig that this product or material fails to meet the requirement This product is approved as described herein, and has bee Zone of the Florida Building Code. DESCRIPTION: Polypro® AHI60 RENEWAL of this NOA shall be considered after a rene change in the applicable building code negatively affectin TERMINATION of this NOA will occur after the expir materials, use, and /or manufacture of the product or proce product, for sales, advertising or any other purposes shall with any section of this NOA shall be cause for terminatio ADVERTISEMENT: The NOA number preceded by t the expiration date may be displayed in advertising literat be done in its entirety. INSPECTION: A copy of this entire NOA shall be provi ed to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the r- uest of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pa The submitted documentation was reviewed by J;rge L. A • •O • • • • .•• • • • • • • • .• • • • • • ••• • • • • • • • • • • • • • ••••• • •• • • • • • • •• •• • ••• • • • • • • • • ••• .• • • • • egulations governing the use of construction materials. CCO and accepted by the Building Code and Product other areas where allowed by the Authority Having d below. The BCCO (In Miami Dade County) and /or the e right to have this product or material tested for quality orm in the accepted manner, the manufacturer will incur y revoke, modify, or suspend the use of such product or t to revoke this acceptance, if it is determined by BCCO of the applicable building code. designed to comply with the High Velocity Hurricane al application has been filed and there has been no the performance of this product. ion date or if there has been a revision or change in the s. Misuse of this NOA as an endorsement of any utomatically terminate this NOA. Failure to comply and removal of NOA. e words Miami -Dade County, Florida, and followed by e. If any portion of the NOA is displayed, then it shall es 1 through 7 ebo. • •• • • • •• • • • • • •• ••• • • • • .• • ••• • • • • • • • • • • • • • • • •• ••• • • • • 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 NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: SCOPE: This approves Polypro® AH160 as manufactured by Pol of this Notice of Acceptance. For the locations where the applicable building code, does not exceed the design pres compliance with Roofing Application Standard RAS 127, profile roof tiles system using Polypro® AH 160. Where moment based system for single patty placement, and as PRODUCTS MANUFACTURED BY APPLICA Product Dimensions Test S ecification TAS 101 Polypro® AH160 N/A Foampro® RTF1000 N/A ProPack ®30 & 100 N/A PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof rile Assembly having a current NOA which list moment resistance values with the use of Polypro A1-11.0 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Note: Roofing Roof tile adhesive Polyurethane Test ASTM D 1622 ASTM D 1621 ASTM D 1.623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 The physical properties listed abgwe are preren d as typical average values as determined by accepted ASTM test methodsand ai'e sul� .. jeet • •o i -m41 manufacturing variation. • •. • • • • .• •• • • • • • • • • • • .• • • • • • • • . • • • • .• • • • • • • .• • • foam Products, Inc. as described in Section 2 esign pressure requirements, as determined by ure values obtained by calculations in for use with approved flat, low, and high he attachment calculations are done as a uplift based system for double patty systems T: 8.% •• • • • •• • • • •• ••• • • • • • • • • • • • ••• • • • • • • • • •• .• •• •• • • ••• • • Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment ••• ••• • • • • • • • •• •• • • Results 1 6 lbs. /tt.' 1 PSI Parallel to rise I . PSI Perpendicular to rise 2 PSI Parallel to rise 0.18 Lbs./Ft 3.1 Perm / Inch +1.07% Volume Change @ -40 F., 2 weeks +a .0% Volume Change @158 ° F., 100% H midity, 2 weeks NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services LIMITATIONS: 1. Fire classification is not part of this acceptance. Ref. rating. 2. Polypro® A1I160 shall solely be used with flat, low, 3. Minimum underlayment shall be in compliance with 4. Roof Tile manufactures acquiring acceptance for the their tile assemblies shall test in accordance with TA 5. Roof Tile manufactures acquiring acceptance for the their tile assemblies shall test in accordance with TA 2 F'= MS Test Identifier #94 -060 257818 -1PA 25- 7438 -3 25- 7438 -4 25- 7438 -7 25 -7492 NB- 589 -631 9637-92 01- 6743 -011 01-6739-062b[1] 7050.02.96 -1 •• • W. • 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 ... • • .... • .. • ..... •.. • •• ... •• • • • . • • • • • • • .... • • .. • • • .. • • • • • .. • .. ... • • • • • • • • • • • • . .. • • • • .. .. • • ••• • • • • • Test Name /Report TAS 101 TAS 101 SSTD 11 -93 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 ASTM E 108 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 ASTM E 108 11/16/94 ASTM E 84 01/16/95 TAS 114 03/14/96 TAS 101 10/23/98 TAS 101 12/28/98 TAS 101 03/02/99 to the Prepared Roof Tile Assembly for fire high tile profiles. he Roofing Application Standard RAS 120. ise of Polypro® AH160 roof tile adhesive with 101. se of HANDI -STICK roof tile adhesive with 101 with section 10.4 as modified herein. • • .. • • • ... ... • • • • .... ... ... • • • • • • •• •• • • .. • • • . • • • • • • • • •• •• •• • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 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 a 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 sufficiert 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® AFi 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualifies 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): I.0 (B). The dispense timer shall be set tc deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® A11160 shall be applied with Foampro R' FI000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AII160 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 he 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 Single Paddy Two Paddy Weight Detail Weight Min. per paddy Mitt. Flat, Low, High Profiles #1 (grams) (grams) High Profile (2 Piece #1 17 /side 35 N/A Barrel) on cap and N/A Flat, Low, High Profiles #2 34 /pan Flat, Low, High Profiles #3 24 N/A 8 LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or arplicable buadir , c ' ^ installation of this system. g ? °d� in to properly evaluate the . . 0 CC 0C 0 - - - 0 00 0 n 0 0 - 0 00 000 0 0 0 o o.- - " 0v NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 Nail through plastic cement Underlayment Eave Course Eave Closure Nail through plastic cement Underlayment Eave Course Paddy (Beneath Tile) Nall through plastic cement Underlayment Eave Course Paddy (Beneath Tile) Fascia Eave Closure Paddy (Beneath Tile) Fascia Weephole Eave closure Drip edge ADHESIVE PLAC SINGLE • • • • • • • •• ••• • • • • • •• ••• ••• • • • • • • •• • • • • •• • • • • • • • • • • •• • • • •• • • • • •• •• • ••• • . :• • •• • •• • • • • • ENT DETAIL 2 ATTY • • •• • • • • •• • • ••• • • • •• • • • • • • • • •• • NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04/13/06 Page 6 of 7 2 in. X 7 in. medium size paddy eave scia course only Nail thr ugh plastic cement Single p• dy on underlaymenl Sin I\ Single paddy on top df tile rx- in. x 3 In. Eave Course Nai through plastic cement Un erlayment 1 S p u la Ingle paddy nder tile Single paddy on top of tile �•� Eave s,? Course Eave Closure lI 21n. x 7 in. medium size paddy eave course only Fascia Nail through plastic cement Single paddy ■ 3 in. under tile x3in. Single paddy on under - layment Single paddy on top of tile ADHESIVE PLA EMENT DETAIL 3 DOUBLE PATTY Paddy (between tile) Paddy (under tile) •. ••• • • • END oye r I • • • •. • • • • • • • • • • . • . • • • • • • • • • • . •. • Y • • • • . •.. • . • • • • • • • • • • • •.. • • • • .. • • ••. • • • • • .. ENANCE • •. •.. • • • • • • •• •• • • • . • • • • • • • •• .. Single paddy under tile Single paddy between tile 2 in. x 7 in. medium size paddy eave course only NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7of7 Fascia Weephole Eave closure Drip edge MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 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 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanen la e1 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 pr3viCle4 tp tae psef by the manufacturer or its distributors and shall be available for inspection at the jo6site atfhe oltbe$uilding Official. .. ... .. • • • .. This NOA renews NOA #02- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed Frank Zujoam,ARC. • •„ • • • • • • . . • • • • • • • • .. ... • ... • • • • ... • • • • • • • • • ... • • • • ...... • • .. • • • • • • • • • 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 • • • NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10 /23/03 Page 1 of 21 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete Primer (MatrixTM 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (Matrix TM Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating. (MatrixTM System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (MatrixTM Standard Wet/Dry Roof Cement 204) RUBEROID® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS® #75 GAFGLAS #80 Ultima Base Sheet GAFGLAS Flex P1yTM 6 Roofing BUR Wood -75 psf See General Limitation #1 Dimensions 5, 55 gallons 60 lb. bags 5 gallons 1, 5 gallons Test Specification ASTM D 41 ASTM D 1863 ASTM 1227 ... • • • • ••• • • • • • • • • • • • ..• • • • • • • • .. •. • • • •• • .•• • • • ... • Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. 1, 5 gallons ASTM D 2824 Fibered aluminum coating. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. 5 gallons (' ASTM D 4586 Fiber reinforced, polymer modified Flashing cement 5 gallons ASTM D 4586 Asphalt flashing Cement 39.37'4(1 meter3 :ASTM ? 460I •Asphalt impregnated and coated glass mat wide • • • • • • •.• • • base sheet. 39.37; • (S J i r) • ,A$ 1 13 4601, •Asphalt impregnated and coated, fiberglass wide base sheet 39.37" (1 meter) A §TlvI D N18 Type VI asphalt impregnated g lass felt with :vijle; ; • ; $sphalt coating. •. • • • •• • • • • • • • • .. •• •. •. ..• • • NOA No: 03. 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 2of21 APPROVED ASSEMBLIES 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 shall apply. One or more layers of any of the following insulations. Insulation Layer (Table 2) Insulation Fasteners Fastener (When applicable: Steel plate only =5, platic plate only (Table 3) Density/ft2 =P) ACFoam -I, ENRGY 2, GAFTEMP® Isotherm R, E'NRG'y 2 Plus, GAFTEMP Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N, BMCA EnergyGuard, BMCA EnergyGuard Composite, EverGuard ISO, ISORoc, EnergyGuard RA, EnergyGuard RA Composite Minimum 1" thick N/A N/A BMCA High Density Wood Fiber, GAFTEMP® High Density Wood Fiber, GAFTEMP RecoverBoard, Wood Fiber, GAFTEMP® Fiberboard Minimum V2" thick N/A N/A Perlite, GAFTEMP® Permalite ®, Permalite Tapered, Paroc Minimum 3 /4" thick N/A N/A Fiberglas (Min. 15 / 16 " 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 - lbs/100 ft 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. GAF requires either a ply of GAFGLAS STRATAVENT® Eliminator Perforated laid dry or a layer of GAFTEMP® PERMALITE or wood fiber overlay board on all isocyanurate applications. Anchor sheet: Fastening Options: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat -We1dm Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened as described below; GAFGLAS® Ply 4 ®, GAFGLAS Flex P1ym 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring shank nails and tin Daps at xfa spagM of 9" o.c. at the lap staggered and in two rows 121 ).c. ii nhe t 141.. • • • (Maxims WDesgif Pkessure:4 pe, See General Limitation #7) • • • • • ..• • •. • • • • • • • • • ••• • • • • • •. • • • • • • • • • • • • • • •. .. .• •. • ••• • • • • • • • ••• . • • • • • • • • ..• • • • • • • • • • • • • • • .. •. • • • .. • .• ••• • • • ••• • • ... • NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10 /23/03 Page 10 of 21 GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yT'`' 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex PlyTm 6, G She t or any of above Anchor sheets attached to deck with approved- anthulaFiin) sh 'ls and tin caps at a fastener spacing of 9" o.c. at 4" lap staggered and in two ws 9" o.c. in the field. (Maximum Desi; ' ' essure —52.5 psSee General Li ' ation #7) GAFGLAS #75 Base : eet or any of above Anchor sheets attac ed to deck with Drill -Tec (GAFT #12 or #14 Screws and 3" Plates, 12" o ' . in 4 rows. One row is in the 2" side ' ap. The other rows are equally spac = approximately 9" o.c. in the field of the u eet. (Maximum Design Pressu : ' . :: eral Limitation #7) Any of above Anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -Tec (GAF 1'lTE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS #80 Ultima ' Ultra Base Sheet, GAFGLAS STRATAVENT Eliminator Perforated, RUBEROID Modified Base Sheet, RUBEROID Mop Smooth, RUBEROID® 20 RUBEROID SBS Heat -Weld Smooth or RUBEROID SBS Heat -Weld directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20- 401bs. /sq; (see General Limitation #4). Ply Sheet: One or more plies GAFGLAS PLY 4 ®, GAFGLAS Flex Ply 6 sheet, #80 Ultima, RUBEROID Mop Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bs. /sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Surfacing: (Required if no cap sheet is used) Install one of the following: Maximum Design Pressure: 1. GAF Special Roofing Bitumen with an application rate of 20 lbs. /sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slagOith V>:aitpl;catian iat4 of • 4b0 lbs. /sq. & 300 lbs. /sq., respectively. 3. Topbioat Sur feeiSial1SHVlatri 602 SB Coating), Top Coat MB Plus ( Matrix 71.5•MB Coatings, 6J F WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. • • • ••• ••• ••• • • • • • • • • • See F� sttneng aboJ4.. • . • : • • • • • •• •• •• • ••. • • • • • •• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10 /23/03 Page 11 of 21 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4" Dens Deck or S Type X gypsum board is acceptable to be installed directly over the wood deck. 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 sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 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 Engineer, 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. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with 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 pressulezones (V. perimeters, extended corners and corners). (When this limitation is sacificalty ig *rJel vTit►ir} this NOA, General Limitation #7 will not be applicable.) • • 10. All products listed herein shall have a qualit} assur?tnt8 audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. • . .END QV' PUS ACCEPPANCE . • .. • • • .. . • • • . • • • .. .. .• .. • ... • • • .... ...... • • • • • • • • • • • •.. • • • .. .. • • .. •. 0 .• • • • • • • • NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10 /23/03 Page 21 of 21 TGFU.R1306 - Roofing Systems Guide Information Underwriters Laboratories Inc.., Page Bottom GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA TGFU.R1306 Roofing Systems Questions? Page 1 of 55 Roofing Systems " Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. R1306 1/2 in. thick (rain) gypsum board or 1/4 in. thick (min) G -P Gypsum Dens -Deck® may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P Gypsum Dens -Deck® in hot asphalt. "EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. ....... • .. •• Unless otherwise indicated, the roof insulation is :n i4iitatly:f$stened, adhered with hot mopping ... i . asphalt or urethane insulation adhesive. Polystyiena efe ca n arry of the following Classficatons include "ENERGuard EPS Insulation ". - References to glass fiber insulation include ' Ei3erg} ruai�i Fibeeglasfi Insulation ". .... . •.. • • • • ... • •. •. •• • • ASPHALT FELT SYSTEMS °WITH HOT ROOFING ASPHALT ... .. ....1 • • • .. • • • • • • • • • • • • • • • • .. .. ... • • • .. . • • http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FR :MME /showpage.html ?name =TG... 10/22/04 .TGFU.R1306 - Roofing Systems Page 2 of 55 Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS #80 ULTIMA" ) is a suitable alternate for Type 01 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) in the Class A, B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" . Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", "GAFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be substituted for G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be -hot mopped or mechanically fastened. "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE ®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "BMCA EnergyGuard RA ", "BMCA Tapered EnergyGuard RA" and "BMCA EnergyGuard RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". •• ..• • • • • • •• GAFGLAS #80 Premium Base Sheet may be u9editt an} 0Mt$afollowing systems. • • • .. 000 •• • • • •• "GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6 ". e ll "GAFTEMP Permalite Recover Board:' f e u in :lieu o f any perlite insulation in any of the following NC Classifications. .60 • • • ... . • . • ; • •. Class • • • .•• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 • http: // database. ul. com /cgi- bin/XYV /template /LISEXT /1 FRAME /showpage.html ?name =TG... 10/22/04 6 TGFU.R1306 - Roofing Systems Page 3 of 55 Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid Mop" SBS products in any applicable Classification. 1. Deck: C -15/32 Incline: 3 Class A Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: — Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: -- One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet: — Two or more layers Type 01 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 Insulation: — One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet: — Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Base Sheet: — One layer Type GZ 13as2 Sheet" (may be nailed). Ply Sheet: — One or more layers`Fype41 :' 4F r , S 4" or GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G' "CTAFGL•AS•MItierall'Surfaced Cap Sheet ". 6. Deck: NC ••• ••• ••• incline: 9 .. • . • . • . • • • • ... • • .. .. .. Base Sheet: — One layer Type G2 "GAF #75 Base Sheet ". Ply Sheet: — One or more layersayiv G • . " VAF,Q1.,4S Pjy- 4" or "GAFGLAS Ply 6 ". • • • . • • • • • • • • •• • ... • • • ••• • • http: / /datahase.ul.com /cgi- bin /XYV /template /L.ISF.XT /1 FRAME /showpage.html ?name =TG... 1 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE De; Date 6 /? /7Job Address .24/4 JI'C^ to/ .9` Legal Description ..� QT Z Historically Designated: Yes Owner/Lessee / Tenant /i/c y /44-5 .,reifi a A , ` /z Owner's Address a C-4 A/R. I Of q „ a s � T'' Phone Contracting Co. J'� S.t> C % �% 3 / r" ' N �' Qualifier ` — P_ K. I i State # C'G C Oowy g Municipal # Competency # Ins. Co. luirr Address J ,4 - Address Address Architect/Engineer Bonding Company Mortgagor Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION 7 E e[ `� / �� T- �'A- F ©v &7/ o A e A/ c Square Ft. QD Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable 1 ws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. /' 1 / / Chi 1/ Signature orf owner and/or Condo President Date Notary as to Owner and/or Condo President My Commission Expires: FEES: PERMIT 4 10- RADON ./47 Date P 'CCOMMIISSION #• A CC 4497477 r•iit EXPIRES NOV 17, 1999 •'n`. a BONDED THRU ' Om , " ATLANTIC BONDING CO.. INC. C.C.F. 1 - NOTARY APPROVED: • Zoning Building Mechanical Plumbing (,)1)/41 I Tax Folio 1 I -. 6 co-- © t 3--- W.03 0 Address Master Permit # Signatur of Contractor or Owner- Builder Notary as to Contractor or Owner- Builder My Commission Expires: Electrical No X Date HOMERO BALBOA eV I Nft,COMMISSION # CC 497478 : 0 EXPIRES NOV 17, 1999 . 77 4 ; a BONDED THRU ' ATLANTIC BONDING CO., INC. .2/A Date 7 . . 2 //q � BOND 5 00 TOTAL DUE 3 Engineering Contractor's Name: /4500 C /p.Taj Job Address: '94 ,444 hills ;' /rom .E Camay '1l5 ROOF CATEGORY P (Low Slope Application) ❑ (Nail -On Tile) ❑ (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof I Re roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft Sloped Roof Area (ft SO Total (ft Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): Ft. v A E • ROOF HEIGHT AND SYSTEM DETAILS Q ®�� ' / (Draw details as needed) 77t) /w r,eA c .. Arit41 e G! r �i Deliterb/AJ AT: { -P ROOF PLAN • Deck type: ATTACHMENT • Fastener Type: 77/ ��, . "( I'%1'•' .. SPACING Field: 1 P- Perimeter: 6.4 Corner: DETAIL 1 & 2 • 123.01 -78 9/96 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Page -1 Appendix "E" IWO RM ROOFING PERMIT APPLICATION PROCESS No. Ridge Ventilation? MEAN HEIGHT Deck type: z Underlaymnent: Insulation: 12" ROOF SLOPE o D E T A L 3 Fastener type & spacing: • # a SLOPED SYSTEM DESCRIPTION Cap Sheet: Roo 4 Covering: Drip edge: ATTACHMENTS REQUIRED 1) Fire Directory`;isting Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description O b) Specific System Limitation • •.o c) General Limitations d) Applicable Detail'Drawings 3) Municipal Permit Application 4) Other Component Approvals (Pmaxl: X X (Aerodynamic Multiplier): ) - M (Pmax2: X ? (Aerodynamic Multiplier): ) - M (Pmax3: X ? (Aerodynamic Multiplier): ) - M TILE CALCULATIONS • ' = M PCA: = M PCA: = M PCA: Page -2 METRO -DADE PRODj1CT CONTROL NOTICE OF GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 ACCEPTANCE Your application for Product Approval of: PRODUCT CONTROL SECTION GAF Conventional Built -Up Roof Systems (3 37 6339 FAX (305) 372 -6339 under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Dynatech Engineering, Inc., Factory Mutual Research Corporation, and Underwriters Laboratories, Inc. has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pet 2 -98 and the standard conditions on page 99. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 95-1003.03 Revises No.: 94- 1014.01 EXPIRES: 11/10/97 • METROPOLITAN DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140. WEST FLAGLER STREET MIAMI, FLORIDA 33130 - 1563 (305) 375.2901 FAX (305) 375-2908 IN I tRNET: mdCCO1eshadow.net aul Rodriguez Product Control Division Supervisor IBISJS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDINk CO12E COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Office and approved by the Building Code Committee to be used in Dpd County, Florida under the conditions set forth above. arles Danger, P.E. 1f 5 i tip iir Ilui� � • 3 FM A. L' JVf i L Ji 1, �U 1 Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Category: Membrane Roofing System Sub - ategory; Built -Up Roofing Tj:Rtz Conventional Sub -Type; Fiberglass PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Systuu Description GAF Materials Corporation, a manufacturer of commercial roofing products for more than 100 years, produces a wide range of roof products for built -up and modified bitumen roofing systems. to addition, GAF offers two ply modified systems to meet the demands for multi -ply SBS and APP modified specifications. GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the "GAFGLAS Built -Up Roofing Application and Specifications" manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories and have been tested in compliance with all requirements of the South Florida Building Code. Specific classifications for assemblies are listed in the current U.L. Roofing Material Directory and the current Factory Mutual Approval Guide. GAF Materials Corporation products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. For more information on specific roof system constructions, contact the Technical Service Office, located in Wayne, New Jersey, at 1- 800 - ROOF -411. Contact: William J. Woodring Director of Technical Services (201) 628-4134 Frank Zuloaga Plans Examiner, 2 i 1G 1rU. 1 ::1_•".) Product Control No.: 95- 1003.03 INS Product Control No.: $5- 1003.03 ntrol Division Approval Date: March 14.1996 Expiration Date: Nov. 10. 1997 iviA1- 9--97 W%ll - =t i!'il . JU:fLY CO' ll'�'• S. FAX NO. i �L� IJ1 OJ�S Intul : Material ttigi Pressure Wood -60 psf Steel -75 psf Concrete -192 psf Lightweight Concrete -45 psf Cementitious Wood Fiber -45 psf Poured Gypsum Concrete -45 psf Material Basalt Wool Perlite Polyisocyanurate Composite Board Wood Fiberboard High Density Wood Fiberboard Rockwool •i m if Classification Product Control No.: 95- 1003.03 Wood Class 'A' Steel Class'A' Concrete Class 'A' Lightweight Concrete Class 'A' Cementitious Wood Fiber Class 'A' Poured Gypsum Concrete Class 'A' Note: Fire classifications and maximum design pressures do not reference all assemblies over all deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory for Fire Classifications. Frank Zutoaga Plans Examiner, 3 ntrol Division GAF Materials Corporation Asphalt Concrete Primer Dimensions 5, 55 gallons GAF Mineral Shield® 60 Ib. bags Granules GAF Materials Corporation Jetblak All Weather Plastic Cement GAF Materials Corporation Plastic Cement . GAF Materials Corporation WeatherCoat® Emulsion GAF Materials Corporation Fibered Aluminum Coating GAF Materials Corporation Jetblak All Weather Plastic Cement GAFGLAS #75® Base Sheet 1, 5 gallons 5 gallons 1, 5 gallons 1, 5 gallons 3' x 108' 75 Ib. roll GAFGLAS Ply 6® 3' x 180' 45 lb. roll GAFGLAS Ply 4 3' x 180' 40 Ib. roll 1'1'x, .. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Specification ASTM D 41 ASTM D 1863 ASTM D 3019 ASTM D 3409 1, 5, 53 gallons ASTM D 4586 Trowel grade, asphalt plastic. cement. ASTM 1227 Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. ASTM D 3019 ASTM D 3409 ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. ASTM t) 2178 Type IV asphalt impregnated glass felt with asphalt coat'n Frank Zuloaga Plans Examine 4 Product Control No.: 95- 1003.03 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. ontro (J) J•Ji iii: u, • JUi1L1„ • Pisa GAFGLAS® Mineral Surfaced Cap Sheet GAFTITE® #12 Standard Roofing Fastener GAFTITE® 1114 Heavy Duty Roofing Fastener Test Dimensions Specijiion 3' x 36' ASTM D 3909 76 lb. roll GAFGLAS® 3' x 36" ASTM D 4897 Fiber glass base sheet impregnated and Stratavent® (Vent 69 Ib. roll D 3672 coated on both sides with asphalt. Ply) for nailable decks Surfaced on the bottom side with mineral granules embedded in asphaltic coating. GAFGLAS® Flashing various Proprietary Asphalt coated glass fiber mat flashing sheet available in three sizes. GAFGLAS® 3' x 36" ASTM D 4897 Fiber glass base sheet impregnated and Stratavent® (Vent 60 Ib. roll D 3672 coated on both sides with asphalt. Ply) Perforated Surfaced on the bottom side with mineral granules embedded in asphaltic coating. GAFTEMP® various PA 110 Polyisocyanurate foam insulation. Isotherm R GAFTEMP® various PA 110 Polyisocyanurate foam insulation with Composite high density fiberboard or Permalite pprlit . inci,kitinn GAFTEMP® various PA 110 Fiberboard insulation. Fiberboard GAFTEMP® various PA 110 Perlite insulation board. Permalite® GAFTEMP® various PA 110 High density wood fiberboard High Density Fiberboard GAFTITE® Base PA 114 Sheet Fastener and Plate insulation. PA 114 Insulation fastener for steel and plywood decks. PA 114 Insulation fastener for steel, wood and concrete decks. Base sheet fastening assembly. • _ �• ntrol iv i • Frank Zuloaga Plans Exarniner 5 Product Control No.: 95- 1003.03 Product Dasc;i ijZ(iini Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. • product GalvalumC Plates NTB Fasteners Dimensions 3" and 3 �/2" Polypropylene Plates 3" and 3 %" Ruberoid® 20 1.5 sq. roll Ruberoid' Mop 1 sq. roll Granule 103 lbs. Vent Stacks (metal and plastic) _. �'•J11 Li. 'V'J i1t •v. V. Test Specificatio* PA 111 PA 114 Fastener for use in gypsum, tectum and lightweight insulating concrete decks. PA 1 I4 ASTM D 5147 ASTM D 5147 PA l00(A) ASTM D 1929 ASTM D 635 Lt'J. 1 l l l'i ('i l i ■ i'1 I `1 .-""41"11. Product Control No.: 95- 1003.03 Product Dguptiorl Round galvalume stress plates. Round polypropylene stress plates. SBS modified asphalt base sheet reinforce with a glass fiber mat. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Frank Zuloaga Plans Examiner, c ontrol Division 6 • - Ero.d_usi Pyrox ACFoarn 1 ACFoam [[ Celcore 14y Them' various PA 110 Hy -Therm SP various PA 110 Hy -Therm Stable R various PA 110 Hy -Therm White various PA 110 Line VaporBar GB 36" x 108' Anchorbond Fastener Dekfast Fasteners #14 n. i. l. • JUr r L I. LU 11`i'`. J cr.!, i'i • TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Dimensions Specification various various various PA 110 PA 110 PA 114 Product Description PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation Polyisocyanurate foam insulation Cellular insulating concrete system Prilyisncyanurate foam insulation Polyisocyanurate foam insulation. Hy -Therm AP various PA 110 Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Insulation fastening assembly Frank Zuloaga Plans Examine 7 Product Control No.: 95- 1003.03 Manufacturer Apache Products Co. (with current PCA) Atlas Energy Products (with current PCA) Atlas Energy Products (with current PCA) Celcore, Inc. (with current PCA) Celotex Coro. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) ASTM D 4601 G2 fiberglas base sheet Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) PA 114 Insulation fastener for steel Construction and concrete decks Fasteners Inc. product Dekfast Hex Plate 2 7/8" x 3 1/4" Dekfast Lock Plate 3" x 3 1/4" PA 114 Dekfast Fasteners #15 Dekfast Fasteners #12 TPR Elastizell FM -30, FM -45, FM -60, FM -90 Fasteners Nail -Tite Type 'A' Nail -Tite Type 'R' ISO 95+ Composite ,', .. iM A. L. C..SUPPLY..00 IE. S. FAX I'1U_ Test Product Dimensions Specification Descriction PA 114 Galvalume hex stress plate. Construction Fasteners Inc. (with current PCA) PA 114 Insulation fasteners for Construction concrete decks Fasteners Inc. (with current PCA) PA 114 Insulation fastener for steel Construction and wood decks. Fasteners Inc. (with current PCA) PA 114 PA 110 Cellular insulating concrete Elastizell Corp. system (with current PCA) PA 114 PA 114 PA 114 PA 110 Product Control No.: 95- 1003.03 Manufacturer Polypropylene locking Construction plate. Fasteners Inc. (with current PCA) Aluminum fastener for lightweight, gypsum and tectum decks Base ply fastening systems for lightweight concrete decks Galvanized steel base ply fastener for lightweight concrete decks Galvanized steel base ply fastener for lightweight concrete decks Polyisocyanurate / perlite ridged insulation Creative Construction Components (with current PCA) ES Products, Inc. (with current PCA) ES Products, Inc. (with current PCA) ES Products, Inc. (with current PCA) Firestone (with current PCA) 1111b,./AW Frank Zuloaga A01 Plans Examiner, ontroi Divisio 8 uP,- •19 - 97 WED 3:33 PM A. B. C.. SUPPLY.. CO' INC. S. FAX NO. 1 305 751 8579 o Product Asphalt Primer ASTM D 41 Asphalt Primer EPS Product Control No.: 95- 1003.03 • Test Product Dimensions Specification De,Scription Ma ltaall er Asphalt ASTM D 312 Type III or IV Hot asphalt generic bitumen adhesive generic various PA 110 Extruded polystyrene generic insulation High Density Wood various PA 110 Wood fiber insulation generic Fiberboard board Oriented Strand various PA 110 Oriented strand board generic Board Pe lite/Urethane various PA 110 Pei lite / urethane composite generic Composite board insulation Perlite Insulation various PA 110 Perlite insulation board generic Polyethylene 4 mil min. Vapor barrier / Air barrier generic Red Rosin various Rosin paper for barrier generic layer on wood decks Roofing Nails Minimum # PA 114 Corrosion resistant annular generic 12 ring shank nails Tin Caps Min. 32 ga. x Corrosion resistant circular generic Isis" discs. Type X Gypsum various Fire resistant rated gypsum generic Type X Gypsum various Fire resistant rated gypsum generic al MB aluminum PA 121 Aluminum roof coating Grundy Industries roof coating (with current PCA) Dens -Deck various PA 110 Gypsum insulation board. Georgia Pacific Frank Zuloaga Plans Examiner, ontrol Drvisis 9 • --------------------------------------------------------------- • Product #12 Roofgrip #14 Roofgrip Gripdek Fastener Hexcel Fastener Hextra Standard Plastic Plate ISO 95 +' E'NRG'Y -2 ISORoc Con -Tite N.T.B. Magnum 'lest Product Dimensions $pgelfication Description PA 114 Insulation fastener for steel ITW Buildex or wood decks (with current PCA) PA 114 PA 114 PA 114 PA 114 3" round PA 114 various PA 110 Polyisocyanurate foam insulation various PA 110 various PA 110 PA 114 PA 114 FAX IIC. Insulation fastener steel, wood or concrete decks Insulation fastener Insulation fastener Insulation fastener and metal or plastic plate Polyolefin plastic plate Polyisocyanurate foam insulation Polyisocyanurate foam / rockwool composite insulation Concrete deck insulation fastener Glass reinforced nylon fastener for use in gypsum and cementitious wood fiber decks. Frank Zuloaga ; Product Control No.: 95- 1003.03 de j�lanu factutel . It W Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) International Permalite (with current PCA) NRG Barriers, Inc. (with current PCA) NRG Barriers, Inc. (with current PCA) Olympic Manufacturing Group, inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) product N.T.B. Spin Weld Plate Dimensions 2" round N.T.B. Plastic Plate 3" round N.T.B. Plate Olympic Standard 3" round Olympic Fastener #14 Olympic Polypropylene Olympic Fastener #12 Olympic Fastener L• C.. SUPPLY., INC. S. FAX MO. 1 505 i =i Test Specification PA 114 PA 114 PA 114 PA 114 PA 114 3.25" round PA 114 PA 114 PA 114 Product Description 2" round amorphorus nylon locking plate for use with N.T.B. fasteners with 1" head 3" round polypropylene stress plate for use with N.T.B. fasteners 3" round galvalume AZ55 plate for use with N.T.B. fasteners 3" round galvalume AZS5 steel plate Insulation fastener Polypropylene plastic plate Insulation fastener Insulation fastener Frank Zuloaga Plans Examiner, 1/ ''� VrOntrol Divisio Product Control No.: 95- 1003.03 Manufacturer Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) M ::19797 WED 3:34 PM A. B. C.. SUPPLY.. CO' INC. S, FAX NO. 1 305 751 8579 Product Olympic CR Base Felt Fastener and Base Sheet Disc Glashast fastener G I;xsFast/Strikor V ii u• R .i►r Rs soul vnrinitti Insul -Fixx Fastener Insul -Fixx P Rawl Drive Test Product Dimensions Specification j)escriptiut 3" round PA 114 ?A 11 PA 114 Paroc Cap Board various PA 110 Insulation fastener assembly for Base Sheet fastening only IIISUI LIVII PaJfGUCI assembly with recessed 1nculatinn fattener assembly and metal plate for use over concrete decks PA 110 Reckwool inctllation Rockwool insulation Multi -Max various PA 1 1 Polyisocyanurate foam insulation Multi -Max FA various PA 110 Polyisocyanurate foam insulation UltraGard various PA 110 Polyisocyanurate foam insulation 12 Product Control No.: 95 1003.03 Manufaciurer Olympic Manufacturing Group, Inc. (witl, current PCA) Fiberglas Corp. (;►�:ll, aursA.• nr A ) Owens - Corning Fiberglas Corp. (with current PCA) PartPk, Tnr. (with current PCA) Partek, Inc. (with current PCA) Rmax, Inc. (with current PCA) Rmax, Inc. (with current PCA) Schuller International Inc. (with current PCA) PA 114 Insulation fastener for steel SFS /Stadler and wood decks (with current PCA) PA 114 3" round polyethylene SFS /Stadler stress plate (with current PCA) PA 114 Insulation fastener and steel The Rawlplug . and plastic stress plate for Company Inc. concrete deck (with current PCA) ?. 12 `• Frank Zuloaga 41 Plans Examiner, ' ntrol D1visl EtaCt Rawl Fasteners PA 114 Insulation fastener for steel The Rawlplug #12 and wood decks Company Inc. (with current PCA) Rawl Fasteners #14 Rawl 2" Plate 2" round Rawl 3" Plate 3" round Rawl Spike Rawlite 1 1-14 H. b. C.. 5UFFLY.. Gq • INC. 5. PAX NU. 1 505 ' .5l "_'� t. l3 Test Product Dinignsions. Specification Description Manufaciurer PA 114 Insulation fastener for use in steel, wood or concrete PA 114 2" round galvalume AZ55 membrane plate PA 114 3" round galvalume AZ55 steel plate PA 114 Product Control No.: 95- 1003.03 The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) PA 114 Insulation fastener and steel The Rawlplug and plastic stress plate fnr Company Inc. concrete deck (with current PCA) 111JUIativ“ fu3tc cr for The Rawlplug cementitious and gypsum Company Inc. decks (with current PCA) Rawlite 3" Plate 3" round PA 114 3" round galvalume AZ55 The Rawlplug steel plate for use with Company Inc. Rawlite fasteners (with current PCA) 202 HS PA 121 Roof coating Super Prep 11 PA 121 Tru -Fast DL Roof coating PA 114 Insulation fastener for steel, Tru -Fast or wood (with current PCA) Frank Zuloaga Plans Examiner, !3 Thermo - Materials, Inc. (with current PCA) Thermo- Materials, Inc. (with current PCA) ntrol Division Product Tru -Fast Plastic 3.04" round PA 114 Plate Tru -Farr MP -3 3.23" round PA 1 14 Tru - Fast 14D PA 114 Tru -Fast Ultra Tru -Fast TL Tru -Fast .DP Tru -Fast TP Tru -Fast CF Fasteners Insulcel Structodeck various Test Product Dimensions Specification Description PA 114 FA 114 PA 114 PA 114 PA 114 rt 3.04" round polyethylene plastic plate 3.23" round galvalume AZ50 steel plate Insulation fastener fpr use in wood, steel or concrete decks Stainless Steel fastener for use in steel, wood and concrete decks Glass reinforced nylon fastener for use in tectum or gypsum decks Insulation fastener for use in steel or wood decks Insulation fastener for use in steel or wood decks Insulation fastener for concrete rir-r.k s PA 110 Cellular insulating concrete PA 110 High density wood fiber J Product Control No.: 95- 1003.03 I Mann_, fact Tru -Fast (with current PCA) Tru- Fast (with current PCA) (with cur rent PCA) Tru -Fast (,Pith current PCA) Tru Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru - Fast with current PCA) W.R. Grace system with current PCA) Wood Fiber ndustries with current PCA) 1 Test Agency/Identifiet Factory Mutual Research Corporation i. V.. v'Jii L3. J.I. #0T4A I .AM J.1. # 1 V8A4.AM J.I. #1R1A6.AM J.I. #0T2Q4,AM J.I. #0Q6A6.AM J.I. #3X3A2.AM J.1. #0Y9Q5.AM Underwriters 111306, 87NK11819 Laboratories, Inc. Dynatech Engineering, 3600.02.95 Inc. 4482.02.95 `Matt FMRC 1994 Test Reports i ..:1 .t_. Report Date Current Insulation 01.01.94 Fastening Requirements Uplift Approval 08.26.92 Uplift Approval 06.28.93 Uplift Approval 11.15.91 Uplift Approval 10.17.91 Uplift Approval 07.16.9I Uplift Approval 08.02.94 Uplift Approval 07.29.94 Clary A Fire 01.01.93 Classification Wind Uplift, Small 02.02.95 Scale Wind Uplift 02.02.95 Frank Zuloaga Plans Examiner 15 Product Control No.: 95- 1003.03 Deck Type 1: Deck Description: System Type A(2): Base Sheet: Ply Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: . L. L•. Um. L. Wood, Non - insulated 19 4 2 " or greater plywood or wood plank decks Base sheet mechanically fastened. M1 General and System Limitations shall apply. -55 psf. Frank Zuloaga Plans Examiner, 27 Product Control No.: 95- 1003.03 GAFGLAS® #75, GAFGLAS® PLY 6®, GAFGLAS® STRATAVENT® for Nailable decks, or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 '4" tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the of the sheet in the field. Two or three plies of GAFGLASO PLY 4 or GAFGLAS® PLY 6® ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbsisq.. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. (Required if no cap sheet is used) Install one of the following: 1. Grundy AL MB aluminum Roof Coating with an application rate of 1.5 gal./sq.; or GAF WEATHER COAT® Emulsion with an application rate of 3 galisq.; or GAF Fibered Aluminum Coating with an application rate of 1.5 gal. /sq.. 2. Asphalt flnnrl coat at all application rate of 60 lbsfsq.:. 20%; plus gravel or slag with an application rate of 400 lbs.sq. & 300 tbs./sq., respectively. 'A'. See General Limitation #2. 3 ":12 "; See General Limitation #3. N- B -3 -C, N- B -3 -G, NFB -4 -M, N- B- 4M/P6, N- B -4 -C, N- B- 4 -C /P6, N- B-4 -G, N- B- 4 -G /PG, N- B -5 -C, N- B- S -C/P6, N- B -5 -C, N- B- 5 -C/P6, N- B -5 -G, N- B- S -G/P6, N- B -5 -M, N- B- 5 -M/P6 ontrol Division r, 1L, Wood Deck System Limitations: n, L. a. Deck Type: 19 1° Plywood. FAA NU, 1 3u.) i Jl '. r � Frank Zuloaga Plans Examine o tro ' , • 28 Product Control No.: 95- 1003.03 • 1 . A red rosin sheet shall be installed on all wood plank decks to eliminate asphalt seepage and bonding of base sheet to plank and deck. Red rosin sheet may also be installed on plywood decks as an option. 2. A slip sheet is required with GAFGLAS® PLY 4 and PLY 6® when used as a mechanically fastened base or anchor sheet. 3. Pre - assembled cap nails may only be used for termination of fully bonded Surfaces such as mechanical termination at wood blocking, head and side laps, and base flashing terminations. Cap nails shall not be used for the mechanical attachment of a base sheet. Tin caps are required by the South Florida Building Code. Pre - assembled 'Cap Nail' shall not be used for base sheet attachment. 4• The following assembly is approved to a maximum design pressure of -52 psf. No substitutions shall be made: b. Anchor Sheet: GAFGLAS® #75 fiberglass reinforced base sheet, GAFGLAS® Ply 60, or STRATAVENT® (Vent Ply) for nailable decks, or RUBEROID® 20 base sheet. Fastening: Nailed 9" o.c. at the lap and in two rows staggered 18" in the field, nailed with I I ga. annular ring shank nails and I' / in caps. c. Insulation: Base Layer: (Optional) Min. 1.2" E'NRG'Y 2, 2 Plus, AC Foam 1, 11 or GAFTEMP Isotherm R adhered to the Anchor Sheet in a full mopping of approved asphalt applied within the EVT range at a rate of 20 -40 lbs. /sq.. Top Layer: Min. ' /_" approved wood fiberboard adhered to the base insulation layer in a full mopping of approved asphalt applied within the EVT range at a rate of 20-40 lbs. /sq.. d. Base Sheet: (Optional) Install one ply of GAFGLAS® #75 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. e. Ply Sheet: (Optional) One, two, or three plies of GAFGLAS® PLY 4 or GAFGLAS® PLY 6® Ply sheet adhered in a full mopping of approved asphalt applied within the EVT range an I. . lJ '.! 1 i( v. J. 5. c. r ..■. 1t v . 1 _ _ - Product Control No.: 95- 1003.03 f. Cap Sheet: One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs.sq.. g. Silt (Optional) Install one of the following: 1. CAI• special Rooting Bitumen with an application rate of 20 IbJsq.; or Grundy AL MB aluminum Roof Coating with an application rate of 1.5 gaiJsq.; or GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or GAF Fibered Aluminum Coating with an application rate of 1.5 gal./sq.. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbsJsq., respectively. The following assembly is approved to a maximum design pressure of - psf.* No substitutions shall be made: a. Deck Type; 19 / 32 " Plywood. b. Anchor Sheet: GAFGLAS® #75 fiberglass reinforced base sheet, GAFGLAS® PIy 6 ®, or STRATAVENT® (Vent Ply) for Nailable decks, or RUBEROID® 20 base sheet. Fastening: 9" o.c. at the lap and in two rows staggered 18" in the field with GAFTITE® insulation screws and steel stress plates. Base Sheet; (Optional) Install nne ply of GAFGLASO #75 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20 -40 IbsJsq.. d. Ply Sheet: (Optional) One, two, or three plies of GAFGLAS® PLY 4 or GAFGLAS® PLY 6® Ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 Ibs.sq.. e. Cap Sheet: One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 - 40 lbs.sq.. f. Surfacing: (Required if no cap sheet is used) Install one of tilt following: 1. GAF Special Roofing Bitumen with an application rate of 20 lb./sq.; or Grundy AL M I •• ' • • with an application rate of 1.5 mtro . • Frank Zuloaga Plans Examine 29 list i, 'v, JUff! .'LJ Prank Zuloaga P1tuu Examiner, 30 Product Control No.: 95- 1003.03 CQAT2 Emulsion with an application rate of 3 gal. /sq.; or GAF Fibered Aluminum Coating with an application rate of 1.5 gal. /sq.. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 IbsJsq. & 300 lbs. /sq., respectively. *Note: The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, corners). No rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (Le. perimeters, extended corners, and corners). ntrol Ulvlsio General Limitations: All asphalt shall comply with ASTM D 312 type HI or type IV requirements. All proposed asphalt producers must be approved by the applicant. 2. Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Roofing Materials Directory or other fire testing data listed in the testing file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3. Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 4. An overlay /recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq.. Note maximum design pressure restrictions on spot attached systems. r., D. vUCi Lt. , INC. S. Frank Zuloaga Plans Examine 97 FAX NO. 1 305 751 8579 Product Control No.: 95- 1003.03 5. All work shall be performed by a contractor licensed to do roofing work in Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer. 6. In re-rooting applications. moisture content in an existing roof must be in compliance with Section 3401.10(m), (n) of the South Florida Building Code. 7. Prior to application, all existing roof surfaces used as a bonding substrate shall be tested for uplift resistance in compliance with Dade County Protocol PA 124 to the calculated design pressure of the roof deck. 8. If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the . insulation layer. 9. Perimeter and corner areas shall have an increase in fastener density for both insulation and base sheet in compliance with Dade County Protocol PA 117 of the South Florida Building Code. 10. All attachment and sizing of perimeter nailers and metal profile designs shall conform with Dade County Protocol PA 111 of the South Florida Building Code. 11. Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane: Specific details, approved by the manufacturer, shall be sub Application. • Frank Zuloaga Plans Examiner, 98 ' ntrol • Iv Product Control No.: 95- 1003:03 12. Roll good materials shall be stored on end and on a clean, flat and dry surface. 13. Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with Chapter 3401.5 and 1401.6 of the South Florida Building Code for maximum fire classification. 14. Asphalt moppings shall be with applied with asphalt approved by the applicant and shall be approved in compliance with equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing tr, mprrimrr (FAT) anti flnsh pnint. Asphalt types and temperature rangos shall be in compliance with Subceetion 3103.4(a)(3) of the South Florida Building Code. I5. 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. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive. 16. Pre - assembled cap nails may only be used for termination of fully bonded surfaces such as mechanical termination at wuud blocking, Bead and side laps, and base flashing terminations. Cap nails shall not be used for the mechanical attachment of a base sheet. Tin caps are required by the South Florida Building Code. 17. The submission of system specifications and details shall accompany the Section 11 Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. IR A 1I standard panel sires are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 19. ra,tcnc.r spacing for insulation attaek/tont i3 ba&cd Oft a tiiniMUrci withdrawal resistance value of 275 lbf. as tested in compliance with PA 105. If the fastener value, as field tested, are below 275 lbf. insulation attachment shall not be acceptable. • 1; Materials Corporation 6 l Alps Road avne, NJ 07470 N RD T 9. This Acceptance contains pages I through 99 . END OF THIS ACCEPTANCE ACCEPTANCE NO.: 25- 1003.Q3_ APPROVED March 14, 1991 EXPIRES : Noy,10. 1997 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. Any and ail approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one uriginally approved; c) if the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. Frank Zuloaga Plans Examine. 99 `D I Product Control No.: 95- 1003.03 MP Ji J1CW.J (1 Lit U CO/Minuet" ...-65" applied at 1 gal/ sq. (12 dry mitt:). incline: 1 -1/2 451 " or "Polyfoam 303 ", 1 in. min. ..e or two applications " Gacofiex UB- 6499 ", applied at 1.2 gaaq. per applin• -dry V mils). •8: "Gacoflex A- 55000", applied at 1 -1/2 gal/ sq. (14 dry milsi. • : NC Incline: 1/4 ) "Poly -lso " or "Poly -Iso Special" with "Polyfoam 251" or " Polyfoam 303 ", 1 in. min. -Top Coat Two Applications "Ure -Cap 68" Series coating (various colors) applied et 1 -3/8 g1; sq /application or 3 applications applied 1 -1/4 gal /sq /application. Top Coat (Optional): One application of "Gacoflex UA -65" Series (various colors) epplie at t, gal /sq or "Gacofiex UA-60" applied at 1 -1/4 gal /sq (12 dry mils). 41. Deck: NC Incline: 1/4 Foam: "Polyaso " or "Poly -lso Special" with "Polyyeam 251" or " Polyfoam 303 ", 1 in, min. • Base Coat One or two applications "Gacoflex UB -64 ", 1 gal /sq /application (12 -24 dry mils) Surfacing: "Gacoflex UA-65" Series 1 gaVsq or "Gacoflex UA-80" applied at 1 -1/4 gat /sq (It dry mils). 42. Deck: NC Incline: 1/4 Foam: Base Coat One or applications l "Gaofiex 7050 applied at 1 /app gal/sq/application or 3 applications applied 1 -1/4 gal /sq/application (16 -32 dry mils). 43. Surfacing: u NC Gacoflex UA-65" Series (various colors) applied 1 gal /sq (12 dry mils). Foam: "Poly -/so" or 'P Incline: 1/2 Base Coat One or two o applications t "Gacoflex (18- 7050". a plied at g 3 1 in. min. w applications applied 1 -1/4 gaVsq/epplication (16-32 dry mils). aVq/aPDlieation of 44. S peck ac t ng " Gacoflex U460" Series (various colors) applied 1 gal/sq (15 dry mils). Incline: 2 Foam: "Pot yaso" or "Poly4so Special' with "Pofyfoem 251" or " Polyfoam 303 ", 1 in. min, Base Cwt "GacoSil S- 1000" applied at 1 gal/sq (10 dry mils). Surfacing: "Gacoflex S- 1000" applied at 1 geVsq (10 dry mils). 46: Deck: NC incline: 1 Foam: "Polyfoam 251" or " Polyfoam 303", any thickness. Surfacing: "Gacoflex UreShield 7007", 40 dry mils. GAF MATERIALS CORP, WAYNE NJ 07470 R1306 (N) "RUBEROID 20" or "RUBEROID Mod Base 30" may be utilized as an alternate to Type G2 bass sheets in any of the following Classifications. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphah glass mat base sheet fGAFGLAS #75 Basc Sheet"j is a suitable alternate for Type G 1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass met base sheet " GAFGLAS Sea - tavern (Vent -Ply) perforated" or " GAFGLAS Stretevent (Vent -Ply) for nailable decks". Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphah glass mat base sheet f "GAFGLAS #75 Base Sheet" or " GAFGLAS Stratavent (Vent -Ply) for nailable decks") may be subsituted for G 1 asphalt glass fiber ply sheet rGAFGLAS Ply 4" or " GAFGLAS Ply 6") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spelt mopped or mechanically fastened. Unless otherwise indicated, al) insulations may be hot mopped or mechanically fastened. " "GAFGLAS Flashing" or " I6eroid" may be used for flashing in any of the Class A. 8 or C sys tams listed below. When "perlite"' is referenced, this includes "GAFTEMP Perk." or any other UL Classified partite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems list- ed. Structural cement fiber building units are considered suitable to be included as a deck in the to lowing Class A, B or C systems listed over C-15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation aver C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite boaro end deck with rosin pa- . per (oerlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the fol- lowing Class A. B or C systems. , "GAFTEMP Isotherm RA ", "GAFTEMP Tapered Isotherm RA and "GAFTEMF Composite A" may be substituted for any isocyanurate insulation in any of the foliowing Classifications. Class A, B Mot roofing asphalt,, for use with organic and glass felts or modified bitumen membranes. 1. Deck: C -15/32 Class A Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber,.isocyenurate, we- . thane, perlite /isocyanurate composite. perlite / uremane composite, wood fiber /uocyanurats composite, phenolic, any thickness. Pty Sheet Three or more layers Type G 1 mopped. Surfacing: Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Opt One or more layers partite, wood fiber, glass fiber, isocyanurate, ure- thane, perlite /isocyanurate composite, penile /urethane composite. wood fiber/isocyanurate composite, phenotrc, any thickness. Piy Sheet: Three or more layers Type 61 " GAFGLAS Ply 4" or " GAFGLAS Piy 8". Cap Sheet One layer 'Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". LOOK FOR MARK ON PRODUCT " GAFGLAS Ply 4" or " GAFGLAS Ply 8 ", hot ROOFING SYSTEMS Trta 11— C I Deck: NC • • Incline: 2 Insulation (Optional): One or more layers perlite. wood fiber, glass fiber, isocyanurate, ure- inane. periiteltsocyanurate composac, perlite/urethane composite. wood fiber /isocyanurate composite, phenolic, 2 in. max. Piy Sheet: Two or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply e". Cep Sneer. One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet". it Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R", 4 in. max, hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphah glass fiber mat system. 5 I Deck: C -15/32 Incline: 1 / Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet One layer of Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet One layer of Type G -3 "GAFGLAS Mineral; u 3Cap Sheet", 6 Deck: NC Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet One or more layers of Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6". Cap Sheet One layer of Type G -3 "GAFGLAS Mineral Surfaced Cep Sheet ". 7. Deck: C -15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1.0 in. min (off -set from plywood joints 6 in.). Base Sheet One or more layers of Type G1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch "" (smooth or granule), "Ruberoid Torch Plus " (granule), " Ruberoid Mop" (granule) or " Ruberoid Mop Plus" (granule). Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet'", Incline: mopped. III. Deck: C -15/32 Insulation (Optional): One or more layers periite, wood fiber, glass fiber. isocyanurate, ure- thane, perlite /isocyanurate composite, perlite/urethane composite, wood fiber/isocyanurate composite. phenolic, any thickness. Base Sheet Two or more layers of Type G2 or G3. Ply Sheet (Optional) One or more layers of Type G 1. "Ruberoid Torch Membrane: One or more tayers of "Ruberoid Torch" (smooth or granule). " Plus" (granule), "Ruberoid Mop (granule) or " Ruberoid Mop Plus" (granule). Cap Sheet "GAFGLAS Mineral surfaced a p Sheet", hot mopped. I. Deck: C -15/32 lrlellna: 3-1/2 Insulation (Optionath One or more layers perUte, wood fiber. glass fiber. isocyanurate, ure- thane, perlite/isocyanurate composite, perlite/urethane composite, wood fiberlisocyanurate composite, phenolic, any thickness. Ply Sheet Two or more layers of Type G 1 " GAFGLAS Ply 4" or " GAFGLAS Ply 6 "" Cap Street Type G3 " GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. • 2. Deck: C -15/32 Incline: 3-1/2 Insulation (Optional): One or more layers partite, wood fiber, glass fiber. isocyanurate, ure- thane, perlite /isocyanurate composite, perlite/urethane composite. wood fibernsocyanurate composite, phenolic, any thickness. Base Sheet Two or more layers of Type GI, G2 or G3. Membrane: One or more layers of " Ruberoid Torch" (smooth or granule), " Ruberoid' Torch Plus" (granule). " Ruberoid Mop " (granule) or "Ruberoid Mop Plus" (granule)_ Cep Sheet "GAFGLAS Mineral SurfacedC�ap Sheet ", hot mopped. 1. Deck: C -15/32 Incline: 1/2 Insulation One cr omposheY parka/urethane ethaned glass composite, wood fiber/a thane, perlite/isocyanurate socyenurete composite. phenolic. any thickness. Ply Sheet Three or more layers of Type G 1 "GAFGLAS Ply 4" or "GAFGLAS Ply 8 ". Surfacing: "Special Roofing Bitumen 20 Ibs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A 1. Deck: 615/32 Incline 1/2 Insulation (Optional): One or more layers perlite, wood fiber. glass fiber, isocyanurate, ure- thane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber/isocyanurate composite. phenolic. any thickness. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Pty 8 ", hot - mopped witn coal tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS Class A i•-••'- 1. 1 pock N 1 � Incline: 2 I: Insulation (Optional l: One or more layers partite, wood fiber or glass fiber. 2 in. max. Ply Sheet Three or more layers of Type G 1 " GAFGLAS Ply 4" or " GAFGLAS Pty 6". it Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1-1/2 gal/sq. Dock: NC Incline 1 . Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, ure- thane. panne /isocyanurate composite. perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type G1 " GAFGLAS PM 4" or "GAFGLAS Ply 8". Surfacing: "Weather Coat Emulsion" at 3 gat/so. - Incline: 1/2 3. Deck: NC Insulation: One or two layers "Isotherm R", 4 in., hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. Clans B 1. Deleted. • lncline:2 2., Deck: C -15/32 , • Insulation (Optional): One or more layers partite, wood fiber, glass fiber, isocyanurate, ore- LOOK FOR MARK ON PRODUCT • Disapproved Date (Signed) ?k,ifr MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement u, we plans and specifications herewith submitted for the build • ing or other structure herein described. This application Is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Ilorid.t. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date - _..ZZ Owner's Name and Address .. V,1 LcSQ N) _ No. .7. .. 5.17 Registered Architect and /or Engineer 'b4'.. Name and address of licensed contractor Q .-rc f ' c -s- S"15'1CMS S^1C- 257 W £3 t,_ th .. , Location and legal description of lot to be built on: rr 33ot Lot -1 e I ' F 8 Block 34 Subdivision Mt -AM 1 5 1 -►OS_S t- , 1 Street and Number where work is to be done. 4(4 S State work to be done and purpose of building (by floors) Ne"'" N? — lS'Cl...... ehP.Ct F _.._. and for no other purpose. New Building Remodeling Addition... X, Repairs No. of Stories To be constructed of R1- P.M.t.0.t:.N. :ind of foundation Roof vering vO Estimate S Total cost of improvements $ 9.9 Amount of Permit S. Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot \faxirnum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to. C-O^s'T� T+D.f A43?t2�.5$ The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of i.rbur under the 'Florida Workmen's Compensation Act, being Section 5906, Compiled General Laws of Florida, Permanent Sup plenrent, and has complied s�ith the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by hint in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signe STATE OF FLORIDA, COUNTY OF DADE. ' ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared otary Public, S ate of Florida to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, s,nd that all facts therein by him stated ed t ta atedare true. p( Permit No 41 Date J]d � Read, Sw to and /�Jabsc • fore me. Building Inspector My Commission Expires NOTARY PUBLIC STATE OF FLORIDA At bAft6f MY COMMISSION EXPIRES NOV 4 190 PLANNING BOARD DATE BONDED, IHRU GENEgAI. INS, 1.NDERWRI Citairnan Member \fcrr,bcr Member Member .. .. Member �.._..... Council Approved Date Disapproved Date NOTE: A charge of 31.00 will be made for making corrections or changes to this application niter approval has hern obtained from the Plannircg Board. A re impection fce of 51.00 will be charged when such re inspection is made necessary by improper notice for inspection oe faulty materials and /or workmanship. STATE OF FLORIDA, 1 . COUNTY OF DADE. j ss' Disapproved Date (Signed) Building Inspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement ur toe plans and specifications herewith submitted for the build • ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whcther herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Levnwtd IUo4 on Date..._... .._._ ..._ N. ' 76r' z. . Owners Name and Address ...__ _. No.... ............ ...._... Street—.. Registered Architect and /or (engineer. - • +_ + + __ +++*++ =TM +t +* obertowt ? Pooling Co. 7357 Iv. W . min • C . P)a TM , Name and address of licensed contactor _ _. - •_••• -- - --• Location and legal description of lot to be built on: Lot Block S�bdi is i o?Ur�if .. :� : ieeZ Street and Number where work is to be done _ C, _ » __..•._. i .__..__.— ve ex _... State w to be o os of oil 'n b Dots) %�emv .e�vun, /tooj o z 4 d noo only. .. . `t nata,L� r 'e C' `�' �t�l 6 �. a take ,a;Lv.Ca� hcnc� and roTue ' 7:1e: .. • . and for no other purpose. • Ncw Building Remodeling Addition Repairs X _» M No. of Stories • _ To be constructed of Kind of foundation Roof Covering 20 Estimated Total cost of improvements $... ,.1..�Q. Amount of Permit S. 00 Zone cubage required Plan Cubage Distance .to next nearest building. Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, anti has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors em 1 ycd by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work s public notice or notices as are required by the Act. The undersigned agrees to employ only such subco ctors, on work to ed under this permit, as are licensed by Miami Shores Village. �,,�� Remarks ( Signed a/'� Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true.. Permit No..»....- .I5..5 '4 •-• Date.. - ' Read, Sworn to and Subscribed before me. Notary Public, State of Florida - to me well known, My Commission Expires _ »...»... ».._...y» — PLANNING BOARD DATE Chairman Member — Member Member Member .. ... _...- •- -- ...._..._._ sass_ Member sass_ Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the P11nnir.g Board. A re inspection fee of 31.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials anti /or workmanship. BUILDING ELECTRICAL : PLUMBING Inspector's Report: - : WORK • DONE BY : REQUESTED • : • The following is ready for Inspection: - AD: 2 • • READY {