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152 NE 101 St (5)Issue Date: 4/27/2006 Owner's Name: RICHARD AND JOSEPHINE CAMACHO Permit Type: Roof Work Classification: Roof - New Job Address: 152 101 Street NE Miami Shores Village, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 10/23/2006 Contractor(s) Phone Primary Contractor QUALITY ROOFING CONTRACTOR: 305 - 751 -0382 Yes Comments: TEAR OFF OLD ROOF TO WOOD DECK, REPLACE ROTTED WOOD, TIN CAP 30 LB ASTM FELT, INSTALL GALVANIZED EAVE DRIP AND VALLEY METALS, MOP 90 LB. ASTM FELT, INSTALL TILES WITH POLYFOAM ADHESIVE SETTING. FLAT ROOF TO TIN CAP #75 BASE, INSTALL GALV. EAVE AND FLASHING METALS, *NH aigfag TO MOP MINERAL CAP SHEET Type of Work: Re -Roof Additional Info: Classification: Residential 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. Parcel #: Block: Section: Permit Status: APPROVED Permit Number: RF -4 -06 -1081 Phone: (305)757 -7057 1132060131980 Lot: PB: Total Square Feet: 2800 Total Valuation: $ 15,400.00 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 $9.60 $3.20 $300.00 $6.00 $7.50 $326.30 Invoice Number RF - 4 - 06 - 24638 Total: Amt Due $326.30 - 2Z IJML 2 8 P Amt Paid Building Department File Copy Applicant Signature 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. TEAR OFF OLD ROOF TO WOOD DECK, REPLACE ROTTED WOOD, TIN CAP 30 LB ASTM FELT, INSTALL GALVANIZED EAVE DRIP AND VALLEY METALS, MOP 90 LB. ASTM FELT, INSTALL TILES WITH POLYFOAM ADHESIVE SETTING. FLAT ROOF TO TIN CAP #75 BASE, INSTALL GALV. EAVE AN FLASHING METALS, j -,/1 /oJ Inspector FEB 2 2 201117 Passed I Comments a IL ,4at 41.) . I Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP-15949 Permit Number: RF -4 -06 -1081 Inspection Date: 02/21/2007 Inspector: Grande, Claudio Owner: CAMACHO, RICHARD AND JOSEPHINE Job Address: 152 101 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: QUALITY ROOFING CONTRACTORS INC Building Department Comments Tuesday, February 20, 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: Final Roof Work Classification: Roof - New Phone Number (305)757 -7057 Parcel Number 1132060131980 Lot: Phone: 305 - 751 -0382 Page 1 of 1 Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) 1 . ri ' ` 26 r 51 76 2 27 52 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 11 36 61 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 j - 72 97 23 48 �/ 73 98 24 49 74 99 25 _ / 50 75 100 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 _..t C.6� ZZ' (- -tAc 4h27 Permit # f-' F 4-oz- 1 o81 Job Address pp- 101 . , p t *N $f Roofing Contrac .r• , A A. �etra: Type of Tile: 1111 I9 A 'P MEW Date Installed: 1 Approximate Roof Height: t y feet Roof Pitch: j ' 1' Type of Access to Roof: Scaffolds ✓ Ladder Approximate Square Footage of Roof: 1 39t ft Required Testing Force: 35 lbs. Testing Equipment: Chatillion 100 Date Tested 1--- O - d '" IN ACCORDANCE WITH THE CRITERIA-OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS REPORT SUBMITTED BY: Lab Certification # 98- 0608.04 U.S. SOUTH Engineering & Testing Lab., Inc. P.E. State of FL Certificate Authorization # 4100 TESTRESULTS P = PASS, F = FAIL Project it 8782 Other ■■■■■■■MOMM M■■.■■I■M ■I■ ■L!/AM"■■■■ ■■■■ ■ ■■L ■■■IO■ ■.� U MIIM INVE �■■■■ �. ,p 1 i■li■1i ■ ■■■ .i�1111111 ■■m■ ■■■i■ ilmmor.misi■■■rimm1 mmm ■■■■■■■EMMEM■'7i ■■■EMM %■■11'ir■■■ ■■■■■■■EM ■r■■i■■Afi4MMENN■M11■ ■■■ ■■■■■■■�I■ ■■■E■�''f nwmaNMENINIMMII ■ !!, EMM ■■■■■■ W■■■IAMWASION U■11■■IO■ 1111111111111:111111161111111111 ■■■■■■■ MI■ ■ ■! AMMMI ■ME■■[ ,�1■■I■ ■■■■■ ■ ■■I■AMME\�!■Ci■ UMMO!�►1■■ ■■ 1111111111100111iiiiiiiiiiiiiii 1111111 1111111111111111111111 : Notes: Sketch of Roof }2� 4 -0 3 7 -11 -56 Job 15 14.p. a t STP • S-kkic 05,Cl Sheet Number - 2of L Contractor CU (1. ; t 04 Checked By Scale TEAR OFF OLD ROOF TO WOOD DECK, REPLACE ROTTED WOOD, TIN CAP 30 LB ASTM FELT, INSTALL GALVANIZED EAVE DRIP AND VALLEY METALS, MOP 90 LB. ASTM FELT, INSTALL TILES WITH POLYFOAM ADHESIVE SETTING. FLAT ROOF TO TIN CAP #75 BASE, INSTALL GALV. EAVE AND FLASHING METALS, 3i1, 2 6 alql Passed Inspector Comments ' /�� v ,� 67 ✓ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until nspection.Number I ermit Number.. RF - 4 - 06 - 1081 Inspection Date: 01/25/2007 Inspector: Rodriguez, Jorge Owner: CAMACHO, RICHARD AND JOSEPHINE Job Address: 152 101 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: QUALITY ROOFING CONTRACTORS INC Building Department Comments Wednesday, January 24, 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: Tile In Progress Work Classification: Roof - New Phone Number (305)757 -7057 Parcel Number 1132060131980 Lot: Phone: 305 - 751 -0382 Page 1 of 1 Iecto ...................... ................... Inspection Date: 07/07/2006 Inspector: Grande, Claudio Owner: CAMACHO, RICHARD AND JOSEPHINE Job Address: 152 101 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Building Department Comments Thursday, July 6, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305 795 -2204 Fax: (305)756 -8972 JUL 1 1 200§ Block: Permit Type: Roof Inspection Type: Tin Cap Work ClaSsification: Roof - New Phone Number (305)757 -7057 Parcel Number 1132060131980 Lot: Phone: 305 - 751 -0382 Page 2 of 2 Infraction Passed Comments TIN CAP SPACEING True /1/ / m nsec t or Passed 1/ Com ents S � 1 1 , ,!� J- �� �C�L f Fa iled Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Iecto ...................... ................... Inspection Date: 07/07/2006 Inspector: Grande, Claudio Owner: CAMACHO, RICHARD AND JOSEPHINE Job Address: 152 101 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Building Department Comments Thursday, July 6, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305 795 -2204 Fax: (305)756 -8972 JUL 1 1 200§ Block: Permit Type: Roof Inspection Type: Tin Cap Work ClaSsification: Roof - New Phone Number (305)757 -7057 Parcel Number 1132060131980 Lot: Phone: 305 - 751 -0382 Page 2 of 2 • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 07/07/2006 Inspector: Grande, Claudio Project: <NONE> Building Department Comments Thursday, July 6, 2006 JUL 1 1 2006 Owner: CAMACHO, RICHARD AND JOSEPHINE Job Address: 152 101 Street NE Miami Shores Village, FL 33138- Contractor: QUALITY ROOFING CONTRACTORS INC Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number (305)757 -7057 Parcel Number 1132060131980 Lot: Phone: 305- 751 -0382 Page 2 of 2 Passed 1 Inspector Comments C:-)1A Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 07/07/2006 Inspector: Grande, Claudio Project: <NONE> Building Department Comments Thursday, July 6, 2006 JUL 1 1 2006 Owner: CAMACHO, RICHARD AND JOSEPHINE Job Address: 152 101 Street NE Miami Shores Village, FL 33138- Contractor: QUALITY ROOFING CONTRACTORS INC Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number (305)757 -7057 Parcel Number 1132060131980 Lot: Phone: 305- 751 -0382 Page 2 of 2 BY: t Permit Type (circle): Building Electric City Miami Shores Village FOLIO /PARCEL# 11- 3206 - 013 -1980 Is Building Historically Designated YES Value of Work For this Permit $ $15400.00 Type of Work: DAddition Describe Work: Tear of f ASTM felt, install install tilcs with install gals. eave Mineral Cap sheet. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING FIC/ERVM IIII Permit NoR D ' PERMIT APPLICATION a AO 2 6A�C FBC 2004 NO X ❑Alteration ['New Submittal Fee $ © Permit Fee $ 30 Contractor's Company NameOuality Roofing Contractors . Contractor's Address 13800 N _ W_ 1st Avenw City Miami Qualifier Name Carlos Arocho State Certificate or Registration No. RC 0058627 aster Permit No. Plumbing Mechanical Owner's Name (Fee Simple Titleholder) R ichard Camacho Phone # (305) 757 -7057 Owner's Address 152 N.E. 101 Street City Miami Shores State Florida Zip 33138 Tenant/Lessee Name • Phone # Job Address (where the work is being done) 152 N . E . 101 Street County . Miami - Dade Zip 33138 State F l a• Zip 33168 Architect/Engineer's Name (if applicable) Phone # r 36 -Arm ¢`2 i ��co. Mins )z—I Phone# (305) 791-0382 Phone # ( 305) 710 Certificate of Competency N0.0000 1 7889 Square / Linear Footage Of Work: 2 2 0 0 s q. Tile 400sq. Flat 32 Repair/Replace ❑ Demolition old roof to wood deck, replace rotted wood, tin cap 301b. galvanized eave drip and valley metals, mop 901b. ASTM felt, polyfoam adhcsive setting. Flat roof to tin cap #75 ba3c, & flashing metals, mop 2 plies of ply 4, surface to mop ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $- (.-- • CO /CC Technology Fee $‘ - . Zoning $ Notary $ Training/Education Fee $ 3- c Scanning $ - • Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 32-(CD .30 See Reverse side -+ Bonding Company's Name (if apple .: - Bonding Company's Address City State Zip Mortgage Lender's Name il'dp • e Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not-l5 ?approve• and a r inspec ion fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this / ,2S day of 1��. „ct , 20 0 4 , by g, r,�.c.,�� l�c�rt -c' (! 4 o , who is ersonall me or who has produced As identification and who did 1ilitI1014 NOTARY PUBLIC: Sign: Print: My Conunission Expires: APPLICATION APPROVED BY: .. (Revised 02/08/06) • ‘‘ /ye, SZ ,o cf:OZ_ n• a °• jG - .�Bnthru •e N .. i.4rE of f\-`0 Signature Sign: Print: Contractor The foregoing instrument was acknowledged before me this .2- day of / 0 � ec , 20t , by -i Jos Ace C t ' , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: Y ale) • . S Plans Examiner Engineer Zoning 11 1111!, / F % o M s y ;9�L • s /c • ;under naeS **11 ************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** �614� *************** ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * / vi T “1F,li ��� of 2 http: / /www.mijnidasie oy / bldg/ roofmgsermiting /permit_app_secti... • • • • •• .: • . • • • • • • • • • • • •• • . •. • • B 15a.VEE V �S7 ET High Velocity Hurricane Zone Uniform Roofing Permit Applicat on Form ; p! 2 2006 1 MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLI • • IONS f011p; • • . • • • • • :B•Y, Section A (General Information) Low Slope Master Permit No. Contractor's Name: (Quality Roofing Contractor, Inc. ❑ Asphaltic Shingles ❑ Metal Panel /Shingles ❑ Prescriptive BUR -RAS 150 ❑ Other: Are there Gas Vent Stacks located on the roof? ❑ Yes ❑ No Roof Category Roof Type Process No. . • • • • • Job Address: • 1152 N.E. 101 Street Roof System Information Section B (Roof Plan) ❑ Mechanically Fastened Tile 0 Mortar /Ad Tile ❑ Wood Shingles /Shak ❑ New Roof 0 Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance Low slope roof area (ft. I400sgft. Steep Sloped area (ft. I2200sgft. Total (ft. 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. Perimeter Width (a'): Comer Size (a' x a'): If yes, what type? ❑ Natural ❑ LPGX 111111111111111111N11111111111 .... 1010MMEMEMEMME 111111111111111111111111111111111111E1111111111111111111111 I■ ........ ... ......... II IEIU!!!!!!.11I.11111111! 111111 21:1111111111111111111111EMMEMM MMEMM 111111MUMME1 ■ ■■■■I �.mm- o -�osw �� ■�>t ■i�lii�������.. mo;■■■■I1 10101 �.� ■■■■■OM M\ M■■■■■■ MEMEMM■■ 10■■ ME MEME ■ ■ ■ ■ ■ ■ ■\\ ■ ■ ■ ■ ■MEMEMMUMM ■ ■ ■■■■■■■■■EMEMM■■■■■■■■■■■■■■■■ ■■■■■■■■■■■►■■■■■MEMEW.A■■■■ ■ a•• ■■ ■■■ ■ \\■, ■■■■■■■■■■ u ■10■■■ ■■10 ■■10■10PA■■■MM % ■■■■■ ■I ■ ■ ■■ ■■ K ■ ■ ■ ■ ■ ■ ■■ ■■■ ■■■■■ ■■■■ /■■1010 ■►\■II■■■■■ EM � 1■ �■ UMM E MEMAMM1\■■■■■■■!■■■MMEM ■ ■!! ■■ ■I PARMMEMEMSW1010 ■ ■ ■ ■ ■■rl ■ ■■■ ■ ■■ ■1011■■: ■ ■ ■■■\umusum ■ ■ UMW 111111111111111111111111111111111111111111111111111111111 ■■■■■■■■■ . .� ,■■ 1010■ ■ ■■■■■ ■■■■■101011.. ■■■ ■■ ■10• MEMEMWA C!C ■I1 ■■ Imrl�.■■■■■■��i■i.■ ■MEMMEM10■ OMMINI■■■■■■O ■Ei/ ■ ■10 ■■ ■EMMVAM\M ■■ ■ISM■ Lull ■MMEME MMOM ■EMMEMMEMM Gmmimmuuuu.M ■■ ■■■■■■■■/%■■■► C■■ leaw10rl .■■ ■■■iill ■I�MM■■■■■■ ■■■■ ■■■■■■■■■■■■■■■ ■1010■■■ ■10 %■■■■■► ■■1riukomt ■■■■■ t immum!un ■■ ■■i/■■■■■■ ■■■■■■■■ ■■■■ ■■/M ■■■■■■■ MMEM MMEM ■ ■ ■ ■ ■ ■ ■F:' - - —E IM NIZZLI ■■■■■■■ ■ ■■■■■■■■ MEMME MOMMEMEMMEMOMME iiiiMMEMMO■ MEMINIi°■ii IMMEMMEMMEMEMEM 11 II IMO _ G ;�_ Pleii1L mu . ■_.._ 11 _ 1111 mu/ 11 • • 111 3/27/2006 3:17 PM Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16. fj 0 6ei : 9- o f 04 sh-- \ )\:‘'c :s r \ of 1 Page 3a http:// www.miajnidacje.gov/bldg/roofing permiting/section_c — 4 — 2.html • • . .. • • • •• •• •• . • • • • • • • • • • . • • • • • • • • • . • • • ••• • • • • • • High Velocity Hurricane Zone Uniform Roofing,Pgrpiit AQplication Fprm MIAMI -DADE COUNTY BUILDING DEPARTMENT 11:I.'ECRRON1t ( . • • Illustrate Components Noted and Details as Applicable:,.. • • • • • ••• • Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Contirniods • e dt, Cant $trip, B ase • F Coping, Etc. • • ... • •: • Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing ParapetWall Height i i)/ Ft. MeanRoofHeight 1 3/17/2006 1:33 PM 1 of 1 http:// www. miamidade. gov /bldg/roofmg.ermiting/section_c 4 %202.htm • • . •• •. • • .. .. • •. . . • • • • • • • • . ... • . . • • High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLJCATjQN< font> . • -• r • Section C (Low Sloped Roof System) • • • • • • • •. Fill in the specific roof assembly components. K a component is not required, insert not applicable (N /A) in the text box. • ... Roof System Manufacturer: I Gaf Materials Corp. NOA No: 103- 0501.05 System Type: Built -Up Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: 9 .5 psf (P2) Perimeters: 85.6 psf (P3) Comers: 124.3 psf Maximum Design Pressure, From the Specific NOA System: 1-52.5 psf Deck type: 1" x 6" T & G • These decks require a fastener pull test by an approved test laboratory Other Deck Type: IN /A Deck Support Spacing: IN /A Slope:l /2" :12 Fire or Vapor Barrier: I N /A Anchor /Base Sheet & No. of Ply(s): IN /A Anchor /Base Sheet Fastener /Bonding Material: 1N /A Insulation Base Layer Size & Thickness: IN /A Insulation Base Layer Fastener /Bonding Material: IN /A Insulation Top Layer Size & Thickness: IN /A Insulation Top Layer Fastener /Bonding Material: IN /A Wood Nailer: 1N /A Wood Nailer Fastener Type and Spacing: 1N /A Page 3 ...II• •• • Base Sheet(s) & No. of Ply(s): I#75 Glas Base sheet Base Sheet Fastener /Bonding Material: 11 1/4" R/S Nails PIy Sheet(s) & No. of Ply(s): IGaf Glas Ply 4 Ply Sheet Fastener /Bonding Material: 'Type III mopping asphalt Top Ply: • 1. Field: o/c © laps & 2. Perimeter: 6 " o/c (a laps & 3. Comers: 6 " o/c (dl laps & Fastener Type : 1 Y." R.S. Nails Alternate Fastener:IN /A • • • • .•• 1Gafglas Mineral Cap Sheet Top Ply Fastening /Bonding Material: IType III mopping asphalt Surfacing: 1N /A Single PIy membrane: 1N /A Single Ply Sheet Width: N/A 1/2 sheet width: N/A No. of Single Ply 1/2 sheets: N/A Single PIy Membrane Fastening/Bonding Material: I N /A Drip /GS Edge Metal Size & Gauge or weight: 3" face 26 ga. Drip /GS Material Type: Galvinized Metal Drip /GS Hook Strip /Cleat Metal gauge or weight: N/A Parapet Coping Metal Size & Gauge or weight: N/A yw Coping Material Type: N/A Parapet Hook Strip /Cleat Metal gauge or weight: N/A FASTENER SPACING FOR BASESHEET ATTACHMENT rows rows rows (§1 • • • •• NUMBER OF FASTENERS PER INSULATION BOARD Field: N/A Perimeter: N/A Comer: N/A " o/c " o/c " o/c 2/16/2006 12:03 PM oft High Velocity Hurricane Zone Uniform Roofing Remit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT LEc T KQN4q A 7N • • • • • • • -• : - - • Roof Slope: 12 1/2" "/12" Roof Mean Height: 13' Ridge Ventilation: IN/A Method of Tile Attachment: Adhesive, Large Paddy Polyfoam Polypro Altemate Tile Attachment Method: 1N /A Clip S acing for Metal Roof Panels Field: N /A Perimeters: N/A Corners: N/A Perimeter Width: N/A http: / /www.miamidade.gov/bl dg/ roofing _pen:niting /section_d_3.html • • ••• • • ••••• • • • . • • •• •• ';• • • • . • . . • • • • • • ••• • • • • • • • • • • • • • • • ••• • . • .•. Section D (Steep Sloped Roof System) •.. . . • .• ••• •• Roof System Manufacturer:'MonierLifetile, LLC • • • . Notice of Acceptance Number:102- 1205.05 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1:1 -49.2 P2: 82.6 P3: 124.3 Maximum Design Wind Pressures, (From the PCA Specific system): 86.61 Sloped System Description Deck Type: 1 "x6 "T& Page 4 Alternate Deck Type: 1N /A Underlayment type: 1301b. ASTM D226 Insulation/Fire Barrier Board: 1N /A Optional Nailable Substrate: 1N /A Fasteners: 11 1/4" R/S Nails Cap Sheet Type /Adhesive Type: 190Ib. ASTM felt/ Type III asphalt Roof Covering: 'Monier Roll Concrete Roof Tile Roof Covering Attachment Method: ( Polyfoam Adhesive setting Drip Edge Size & Gauge: 3" face 26 ga. Drip Edge Material Type: Galvinized Metal Drip Edge Fastener Type: 11 1/4" R/S Nails • • • • ••• • • • • Hook Strip /Cleat ga. or weight: N/A 3/1/2006 2:04 PM of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTROIOIC 4PPIIQA bN ••••• • • •. • • - • • _ ▪ . . • - •• P 1: P 2: P 3: Section E (Tile Calculationij • • ••• •. For Moment based tile systems, chose either Methael br2.Companethe•' values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" http://www.miamidade.gov/bIdg/roofing_permiting/section_e_3.htm 4 5 x A 0 - Mg: .30 = Mrl: .92 NOA Mf: 6.61 95.1 x A 0.289 - Mg: 6.30 = Mrl: r 1.18 NOA Mf: 95.1 x A 0.289 - Mg: .30 = Mrl : ►1.18 NOA Mf: 6.61 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: 1 - NOA Mf: Mr Required Moment Resistance* Mean Roof Height in Feet Roof Slope 2:12 3:12 4:12 5:12 6:12 7:12 Page 5 • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • .. • ••• .• • • • 1• • 15' 20' 25' 30' 40' 1 1 1 1 34.4 36.5 38.2 39.7 42.2 32.2 34.4 36.0 37.4 39.8 30.4 32.2 33.8 35.1 37.3 28.4 30.1 ` 31.6 32.8 34.9 26.4 28.0 29.4 30.5 32.4 24.4 25.9 27.1 28.2 30.0 • • *This Table must be used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. 3/1/2006 2:13 PM SECTION 1524 • HIGH VELOCITY HURRICANE ZONES REQUIRED OWNEIjSNIpTIFICA` 1ORRDOFING 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 sactjprl.. Tpe plovisions of Chapter 15 of the Florida Building Code, Building, govern the minimum requirements'and : stanjiald§ ofe industry for roofing system installations. Additionally, the following items should be addressell ds bat of jltq aLgreement between the owner and the contractor. The owner's initial in the adjacent box indicates th &t the Rent htis•beeiexplained. 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. 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. (T a roof deck is usually concealed prior to removing the existing roof system). _'G 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. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be vie ed 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. g 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 ystem is removed. Ponding conditions should be corrected. X( --) 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. _Uc 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the 'structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to.c9nsider additional venting which can result in extending the service life of the roof. Owner's /Agent's Signature j "G - - � /0 / 5T. /` /fife' Property Address Rev:1 /20I2005,Computer Services, Building Department Permit Number • • • 000 • • • 000 •• •• • • • •• •• • • • • • • • • • • • • • • • 410 • • • • • • • • • • • • • . • • • • • Date Contractor's Signature • ••• MM I��DA[]E BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier. Lifetile, LLC 135 NW 20 Street Boca Raton, FL 33431 . ••• • • • ••• • •. • • • • •• • • • . . • • • • • • • • • • • • ••• • • • • • • • • • MPAMI- DADE:GOUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WBST FI.AGLER STREET, SUITE 1603 • • • • :. MaA&II;FCQRIDA 33130 -1563 • OO • • , 300 • ) 375 -2Q0I; 3icx (305) 375 -2908 • •. • • • •• • • • • •• ••. •• • • • • • • • ••• •• • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Villa, Roll, and Capri Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 1205.05 Expiration Date: 12 /16/07 Approval Date: 01/02/03 Page 1 of 7 Categor9:' • • ' • . . . . . . . . Sub- Categbry:' Material: Monier Lifeitile LLC Capri Tile Trim Pieces • ... • • • • • • • • • • • • • • • • • • • • • • .• • • • • • • ... -. • • • • .. • 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Monier Lifetile LLC I =16% :" Villa & Roll w = 13" %2" thick 2.1 SUBMITTED EVIDENCE: Test A2encv Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied En:'. - - ' g, Inc. • • • • .. • • L= 17" W= 12 3/ %2" thick • • • • ROOFING ASSEMBLY APPROVAL •• • • geofIng • • • ••••• • • • • • . . • Low Profile Roofing Tiles Concrete .. . • •• 1. SCORE • . • This renews. u SySteifl ding 1Gfonier Lifetile Villa, Roll, and Capri Concrete Roof Tile, as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 1 = varies w = varies varying thickness Test Identifier 7161 -03 Appendix III 7161 -03 Appendix II PO402 94 -060B 94-084 Test Specifications PA 112 PA 112 PA 112 Product Description Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. ,Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Wind Tunnel Testing PA 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 101 (Mortar Set) Date Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 2 of 7 Test Agency Redland Technologies Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier P0631 -01 Letter Dated Aug. 1, 1994 224-47099 25- 7094 -1 25- 7094 -7 25- 7094 -4 Project No. 307025 Test #MDC -760 25- 7183 -1 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454 -2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations • • •.. • • • • • • • • • • • • • • • ... • Test Name/Reuort • • Wind.Tutinel Testing PA 30$ Mriar SA) ' Wintl.Tunnpl Tenipg• , • PA 108 (Nail -On) Physical Properties "A LL2••.• Static "ilpli ' eetixg:'. PA 102 (4" Headlap, Nails, Direct Deck, New Construction) 0 Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Wind Driven Rain PA 100 Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Aerodynamic Multipliers Two Patty Adhesive Set System • •.• .• • • • Date July.1994 ••• • • • .. � ..Au :1994 • Sept. 1994 • • • • • • act. 1994 ••• .. Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 March 1999 March 1995 February 1996 April 1996 December 1996 April 1999 April 1999 NOA No.: 02- 1205.05 Expiration Date: 12 /16/07 Approval Date: 01/02/03 Page 3 of 7 Table 3: Restoring Moments due to Gravity - Mil (ft-Ibf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Monier Ufetile Villa, Roll, and Capri Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.57 6.30 5.48 6.18 5.37 6.05 5.24 5.90 5.09 5.73 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Villa and RoII Tile 9.1 1.33 1.08 Monier Lifetile Capri Tile 9.51 1.42 1.03 •.• • •• • • • • • • .•• • 3. LIMITATIONS • .•• • • • • •• • • • • • • ••• • • • • • • • .. • • • •. • • 3.1 • Fit slassi g at t g n iS nat Dalt df this acceptance. 3 :2 : • 'oi • nortatbr adhesi Je set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Appli,t shall retain the services of a Miami -Dade County Certified Laboratory to perform qudrterl5 fed in apcQrgaace with TAS 112, appendix `A'. Such testing shall be submitted to the By�lfli4g Vd4e Cbrrprance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 2: Aerodynamic Multipliers - X 3 Tile Profile Monier Lifetile Villa, Roll and Capri Tile A, (ft) Batten Application 0.267 ft) X (ft) Direct Deck Application 0.289 NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems... : _ • • • • Tile Profile • • Tile Profle Fastener Type Direct Deck (min 15/32" plywood) :::D9rdct DJeCk. • • ( 441132;'• plywood) •. • • • •. •• ••• ; illations '. • •. • •• Monier Lifetile Villa, Roll, and Capri Tile 2 -10d Ring Shank Nails 27.8 -• . : • ;3T. :, • • • 28.8 1 -10d Smooth or Screw Shank Nail 8.8 ••• : :112 : :: • . • .: 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 43.0 J 67.5 50.9 1 Installation with a 4" tile headlap and fastemers are located a min. of 2W from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mt (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Villa, Roll, and Capri Tile Adhesive 26.1' 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Villa, Roll, and Capri Tile Polyfoam PolyPron' 86.61 Polyfoam PolyPro"" 45.5' 4 Large paddy placement of 54grams of PolyPro TM . 5 Medium paddy placement of 24grams of PoIyProN. • • ••• • • • ••. •• •• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 5 of 7 Table 5B: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) • .: • • • • • • • ' ' ' T _ . .. . Monier Lifetile Villa, Roll, and M : : : . ... Mortar Set' 2 20.60 . .. • • • •. .• • • • •• • • • • • • • • • • • • • • • • • • ..• • • • • • • • • • • • • • - -- • • • ••. • . • 5. LABILING • • All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS MONIER LIFETILE VILLA CONCRETE ROOF TILE NOA No.: 02- 1205.05 Expiration Date: 12 /16/07 Approval Date: 01/02/03 Page 6 of 7 END OF THIS ACCEPTANCE . ... • • • . .. .. • • • • •. • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • •• • •• • • • • • • • • • • . . . . • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • MONIER LIFETILE ROLL CONCRETE ROOF TILE • .• ••• •• • • • • • • ••• ••• MONIER LIFETILE CAPRI CONCRETE ROOF TILE NOA No.: 02- 1205.05 Expiration Date: 12 /16/07 Approval Date: 01/02/03 Page 7 of 7 • M I A M ICIADE • • •• • • • InIAMI -QADE COUNTY, FLORIDA tIgI'iO;D, FLAGLER BUILDING • • PRODUCT CONTROL NOTICE OF ACCEP it Polyfoam Products, Inc. • 2400 Spring- Stucbncr Road Spring ,TX 77383 -1132 APPROVED: 06/14/2001 .• .. • • • • • • The expense of such testing will be incurred by the manufacturer. • •• • • • • • • • • • • • • • • BUILNINCCOUE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING • 14q,IvEST gLAGjzR STREET. SUITE 1603 • . • VI�NMI. FLORIDA 33130 -I563 • • •. : ( 3751901 FAX (305) 37S -2908 conaAc rOR LICENSING SECTION • • • • • • (305) 375 -2527 FAX (305) 375 -2558 • • • • • • • COMIlItACTOR ENFORCEMENT DIVISION (30g) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Two Component Polyurethcne Foam Adhesive under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. ACCEPTANCE NO.: 01- 0521.02 EXPIRES: 05/10/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above: Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 11 s04S000I1pc200011templates1nodce acceptance cover page.dot '- •- ---* _ -a ... -- - --•— -•-- ��..:�a: .__. ., - -.. u..- .- ......... Lf�•ll .o..... L.. :14Iinarnilwnnline rnm Polyfoam Products, UN.. . • • • • • • • •• .• • • • • • • .• • • • • • • • • • • • . • •.. • • • • • • • • ROOFING ASSEMBLY APPROVAL • • Category: Roofing. • • Sub - Category: .; RBofTildAtIlfesivc • • • • • • • ••• •... •• • . • • ••• • Polyurethane Materials: 2. PRODUCT DESCRIPTION Manufactured by Applicant Polypro® AH160 Foampro® RTF1000 ProPack ®30 & 100 2.2 Typical Physical Properties: Test ASTM D 1622 ASTM D 1621 Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability •• ••• •• • • •• • Dimensions N/A N/A N/A ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ACCEPTANCE No.: 01- 0521.02 • Approval Datc: June 14, 2001 • • •• •�• Expiration Datc: May 10, 2006 1. SCOPE • • • • • • • This approves 1'oixprg9 :kN iGe 41duufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems Test Specifications PA 101 Results 1.6 lbs. /ft' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch Product Description Two component polyurethane Dispensing Equipment Dispensing Equipment 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a currcnt NOA which list uplift resistance values with the use of Polypro A1-1160 roof tile adhesive. +0.07% Volume Change a -40 F.. 2 weeks +6.0% Volume Chan Humidity, 2 weeks Drank Zuloaga, RRC Product Control Examiner . Polyfoam Products, Inc. . ACCEPTANCE IYYa..; 01- 0521.02 •. .• • • • • • • •• • .• • . •.• • • • • • • • • • • •.• • • • • • • • • • • Note: The physical properties listed above are presented us typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. • • • .. •• • . . . • . . . . . . • • •. •• . . •. 3 . LIMITATIONS • • • •••• • • • • • • • • • • • • • • • • • •••• 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for tire rating. Polypro® AH 160 shall solely be used with.flat,.Ib� ,, &�i 3.2 Pol �h:tile YP y � larofiles. 3.3 Minimum underlayments shall be in compjianec pvitl3 the $.oitjing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. _r• - w F' 2 MS 4. INSTALLATION 4.1 Polypro® AH 160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 4.2 Polypro® AH 160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH 160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A) : 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 4.6 Polypro® AH160 shall be applied with Foampro RTF 1000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® AH160 shall not be exposed permanently to sunk 3 Frank Zuloaga, RRC Product Control Examiner •Table 1: tecdhesiye4'tpcenient For Each Generic Tile Profile TilePra tte •: •. :: • • • • • • • 3'1Itantent eta i' • Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles Ill 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 Polvfoam Products, Inc. •• . • • • .•. • • • •. .• • • • •• •• • • • • • • • • • • • • • • .•. • • • 4.8 Tiles must be:adhered 4n•t'tesAly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH 160 has been dispensed. 4.9 Polypi o9 Qtj 160'ptacepent ar¢i plinimum patty weight shall be in accordance with the'Plgirrier�t beta ?s generic tile profile requires the specific placement noted herein • ••• • • 5. LABELING All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. 4 ACCEPTANCE No.: 01 0521.02 Frank Zuloaga, RRC Product Control Examiner Po lyfoam Products, Inc. NaU through plastic corneal Underbymem • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ADHESIVE PLACEMENT bEfAelt: t Paddy (Beneath TUri) SINGLE PATTy Opdonal 2sts ior I) Place enough adhesive la achieve 17 to n stoop plich appgagoas Naa through pink cement squats inches In cantxt oath the pan i. Tum covers upside doom. Piaci adhesive 112 la To 1 in. From outside edge of coves tk Then instal the Mc \ • or Via lava Realm 109 Palm course cover tilt Abut lo second course ol 7% pan tau. Ensure eave end of 40, pan and cover dies am lush at eave line. Ears dome %%Ode Fascia (mortar shown) Underlay/nen* 1 5 • ACC • TA.NQE N.o. • • • • • • • • • • • • • • • OOOOO • • • • • • • • Optional Polabup Mortar co icegitudinal •4901 of ON Sheathing Frank Zuloaga, RRC Product Control Examiner Polyfoam Products, Inc. • AbilesIVE PLACEMENT DETAIL 2 •• SINGLE PATTY ••••• ••• ..... • • • • .. • • •• • • • • • • .. • • .. • .. • • • ••• • • • • • • ••• • • .. • • • • ••• • • Nail through plastic cement 6 ACCEPTANCE No.: 01- 0521.02 Frank Zuloaga, RRC Product Control Examiner Polyfoatn Products, Inc. Nag through plastic cement Paddy (between tile) Paddy (under tile) Single Ply � 3 In. under the x3In. Single paddy on under. layment Single paddy on top of tile Eave course 2 in. X 7 in. medium she paddy lave Fasca course only Nall through plastic cement in.x 3 In. Single paddy on undetlayment Single paddy on top of tile Eave Course • • . . . ACCEPTANCE No.: 01- 0521.02 • • •• • • • • • •• •• • • • • • • • • • • • ADHESIVE PLACEMENT :Da /4h 3 • • • • ••• • DOUBLE PATTY • • •• • • • • • • • •• • • • • • • • • •• • • • • • • • • • • • • • • • • • • ••• • • • Nail through plastic cement UdeitayriienC • • ..... F • • • • x 3 In. Single 41n. paddy on under. layment Single paddy on top of the Eave Course Single paddy under the Single paddy between tile 2 in. z 7 in. medium size paddy eave course only Fascla Weephole Eave closure Odp edge Single paddy between tile Eave Closure 2 in. x 7 In. medium size paddy eave course only Fascia Frank Zuloaga, RRC Product Control Examiner Polyfoant Products, Inc. • • • • • • • • ACCEPTANCE No. : 01- 0521.02 • • ••• • .. ••• • • 1. Renewal of this Acccptancc (approval) shall bc considered after a renewal application has been filed and the originaJsubnaittcd documents, including test - supporting data, engineering documents, are no • older than eight ( §) ye rs� • •: • • • • • ; •••• .. • • .. • • 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following, statement: "Miami -Dade County Product Control Approval ", or as specifically stated In du; gpcciligcondq¢ms of this Acceptance. • • ••••••• OOOOOO 3. Renewals of Accept C'whI Rot be doiltidertd if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be causc 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 Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall bc done in its entirety. 7. A copy of this Acccptancc as well as approved drawings and other documents, where it applies, shall bc provided to the user by the manufacturer or its distributors and shall bc available for inspcction at the job sitc at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acccptancc. 9. This Notice of Acccptancc consists of pages 1 through 8. END OF THIS ACCEPTANCE 8 Frank Zuloaga, RRC Product Control Examiner BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTTCE OF ACCEPTANCE (NORM GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 • • ... Ar1YA�vII -DADS COUNTY, FLORIDA • • . • . . .•.. • ' • $O �D�jDEfLAOLER BULLDINO • :140:\1'E'SatAGI R:TREET, SUITE 1603 MIAMI, FLORIDA 331304563 (04)5.91 ria (305) 375 -2908 .. • • ... • • • . • .. ••• .. • • • . SCOPE; • • : •• ••• •• This NOA is being issued under the applicable rules and regulations.governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AH1). 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 AH1 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. D ES CRIPTION: GAF Conventional Built -Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT; The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #02 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 03- 0501.05 Expiration Date:11/04/08 Approval Date:10/23 /03 Page 1 of 21 Deck Type 1: ••• • ••• • • : •. �lopd: Ndn- iisierled . : • ••. : . Deck Desc • • , y • • riptio�� fin • 32 or greater plywood or wood plank decks 1 • • • • System Type} .() • . Bail lea ically fastened. k11 General •••• ••••• und'S, seem thin • • �tlons shall apply. Base sheet: •• ..PAFLLAS >•Rtitudrm Base Sheet, STRATA . •• •N ibli,g EZED Modified Base Sheet, RUBERODJ® 20, RUBEROED • ••�$ or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; • Fastening Options: GAFGLAS® Ply 4®, GAFGLAS Flex Pl T 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with nails and tin caps at a fastener spacing of 9" o.c. approve the lap staggered and in two rows '12" o.c. in the field. (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex Pl TM any of above Base sheets attached to deck with�Drill -T Drill-Tee ) #12or #14 Screws and 3" Plates, 12" o.e. 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 41) GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure -52.S s GAFGLAS 475 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFT1TB) #12 or 1114 Screws and 3" Plates, 12" 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 -60 p,f See General Limitation #7) Any of above Base 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. (Maxltnum Design Pressure - 60 psf, See General Limitation #7) GAFGLAS ( #755TBITB) Sheet o t ol any of above Base sheets attached to deck with Drill -Tec G #114 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, Ply Sheet: (Maximum Design Pressure -75 psf See General Limitation #7) One or more plies of GAFGLAS® PLY 4® GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROED 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 - C 4.0lbs. /sq. Ca 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. NOA No; 03- 0501.05 Expiration Date; 11/04/08 Approval Date :10/23/03 Page 18 of 21 • ... • • • ... .. .. • • • • • • .. .. • . Surfacing: ••• • ••••• • • >;: (Required if no cap sheet is used) • tall • • • • � D�.4f die.'fdlowy'ugo.. 1. GAF Special Roofing Bitumen with an application rate of 201bsJsq with an application rate of 1.5 galJsq.; or (AF WE4TH. COAT ®8mulsion (Matrix 305 Fibered Emulsion) Till an xpplieatiet rnt •• % Premium•Fibered Aluminum kef tin s of 3 .g1 in or GAF Roof Coating Fibered 301) with an application rate of 1.5 g� q. 2. Asphalt flood coat at an application ri}teof §01b4Jsg, 20 %; plus gravel or slag with an application rate of 401) 11 1. /1q :e.300ab3dsq., r %spectively. 3. Top Coat Surface Seal SB (Matri x tOt iB 'Qoa g),:> op Cat MB Plus (Matrix 715 MB Coating), GAP WeatherCote or WeatherCote LOW - VOC applied at rate of 1 -1.5 gal/sq. Maximum Design Pressure: See Fastening Above NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 19 of 21 ••• • • • ••• • • VVOOD DECK SYS'1'E1'1 l tlikiiikilOis1S; A slip sheet is requirpti liy4:uul:Flo:x Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4" Den4Pec:k.or Y2:C.y�e X gypsuri board is acceptable to be installed directly over the wood deck. • • • • • • • • ..: • • • • • • . • . • • • . • • • ... • • • • . • •. • G ENERAL LIMITATIONS: • ••• • ! . o i Fire classification is net rt• • Directory for fire � � � �� a FGCp�e' refer to a current Approved Roofing Materials ry rat tags of thiegrotlurt.: '- insulation may be instriheain multiple layers. The first layer shall be attached hi compliance with Product Control Approval guidelines. All other layers shall be adhered in u full mopping of approved asphalt applied within the EVT range and at a race 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. Wheu applied in approved asphalt, panel size shall be 4' x 4' maximu 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 uo 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 ventilatiou. 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: Spat attached systems shall be limited to a maximum design pressure of -45 psf. Fastener spacing for insulation attachmeut is based on a Miuunum 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. Fastener spacing for mechanical attachment of anchor /base. sheet or membrane attachment is basal 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 Rooting Application Standard RAS 117. ? 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'Staudard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) All attachment and sizing of perirneter milers; 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 pressure zones (i.e. perimeters, extended corners and corners). ('When this )irritation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03.0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page21 of21 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TOFU) — Continued =,: CL .-.S c8O Premium Base Sheet may be used in•any of the following _.= .;glas Flex Ply 6" is a suitable alternate to "GAFglas Ply 6 ". '.FTEMP Permalite Recover Board" may be used in lieu of any perlite ..!anion in any of the following NC Classifications. Class A, B and C -.•?; roo fing asphalt, for use with organic and glass felts or modified bitumen ...?: arses. •c•_beroid Heat Weld" SBS roofing membraner may be used in lieu of _ ; roid Mop" SBS products In any applicable Classification. Class A Deck: C•15/32 Incline: 3 Insutation (Optional): One or more layers perlite, wood fiber, glass gibe :, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ .::,..0h3ne cornposite, wood fiber /isocyanurate composite, phenolic, any thickness. :''!y Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or CAFCLAS Ply 6", hot mopped. Surfacing: Gravel. ..-ck: C•15/32 Incline: 2 !:lsulation (Optional): One or more layers perlite, wood fiber, glass ib,•r, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ .= :ethane composite, wood /isocyanurate composite, phenolic, any ....Hess. !'ly Sheet: Three or more layers Type CI "GAFGLAS Ply 4" or CAFGLAS Ply 6 ". -ap Sheer: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet". ck: NC Incline:2 insulation (Optional): One or more layers perlite, wood fiber, glass :ibe :, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ :ethane composite, wood.(iber /isocyanurate composite, phenolic, 2 in. nlax. t'!y Sheet: Two or more layers Type GI "GAFGLAS Ply 4" or "GAF• CL A.S Ply 6". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap haer". D`.:: 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 that System. I;\ Deck: C•15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. s ase Sheet: One layer of Type C2 "CAFCLAS U75 Base Sheer' (rnay be nailed). Pty Sheer: One or more layers of Type GI "CAFGLAS Ply 4" o: GAFGLAS PIy 6 Cap Sheet One layer of Type C•3 "CAFGLAS Mineral Surfaced Cap Shaer ". Deck: NC base Sheet: One '`•y Sheet One ^:,FGL AS PIy 6 ". .a? Sheet: One Incline: 3 layer of Type C2 "CAFGLAS U75 Base Sheer'. or more layers of Type C1 "CAFGLAS PIy 4" or layer of Type C -3 "CAFGLAS Mineral Surfaced Cap C.15/32 h‘, Incline: 2 n selation: One or more layers perlite, glass fiber, isocyanurate, ure• :bane, perlite / isocyanurate composite, perlite /urethane composite, phe- nolic, 1.0 in. min (offset from plywood Joints 6 In.). s:se Sheet: One or more layers of Type GI, G2 or G3. ::let nbrane: One or more layers of "Ruberoid Torch" .(smooth or ;ranuIe), "Ruberoid Torch Plus" (granule), "Ruberold Mop" (smooth or gr„lute) o: "Ruberoid Mop Plus" (granule): Cap Sheet: "CAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Deck: C•15/32 incline: 2 etiolation (Optional): • One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ crethane composite, wood fiber /isocyanurate composite, phenolic, any _meekness. lase Sheet: Two or more layers of Type C2 or G3. Sheet (Optional): One or more layers of Type G1. • ta❑tb :arse: One or more layers of "Ruberold Torch" (smooth or muIe), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or astute) or "Ruberoid Mop Plus" (granule LOOK FOR THE UL MARK ON PRODUCT • • •.• • • • ••• • • •Pj00 ; C04E4IN0144'11RIAIS (TEVT) 173 • • • ••• . • • R UVirii 6 y.teinst(TCPUK•,ntinued •Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet', hot mopped. • : • • .•. • erass 1J. • • 1. Deck: C -14/34 • • . •. 1 • 1nsul :tion (0 Ont oT moreplerSy4rlite, wood fiber, glass fiber, isocyanu ureehane, perlite/ isocyanurate composite, perlite / urethane composite, wood (fiber /isocyanurate composite, phenolic, any thickness. • Ply Sheet • Tsou er enote 4ay t rs : o a ( • TN GI "GAFGLAS Ply 4" or "GAFGLAS i IJ�U• • • ••• • Cap Sh cl • T4ve :C ;CAIG =As4inereeSurfaced Cap Sheet ", hot mopped. 2. Deck: C.15/32 Incline: 3-1/2 Insulation tOptiortal): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet: Two 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" (smooth or granule) ur "Ruberoid Mop Plus" (granule). Cap Sheer: "CAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class C 1. Deck: C•15/32 incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, polite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type GI "GAFGLAS PIy 4" or "CAFGLAS Ply 6 ". Surfacing: "Special Roofing Bitumen" 20 lbs /sq. COAL TAIL FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A 1. Deck: C•15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isucyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. PIy Sheet: Three or more layers of Type Gl " GAFGLAS Ply 4" or "CAFGLAS Ply 6 ", hot mopped with coal tar bitumen. Surfacing: Crave!. • COMBINATION HOT AND COLD SYSTEMS Class A 1. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 in. max. PIy ,Sheet: Three or more layers of Type GI "GAFGLAS Ply 4" or "CAFCLAS I'ly 6". Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1•1/2 gal /sq. 2. Deck: NC Incline: 1 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 of Type GI "CAFGLAS Ply 4" or "CAFGLAS Ply 6". Surfacing: "Weather Coat Emulsion" at 3 gal /sq. • 3. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 fn., hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat systems. 4. Dec;;: NC incline: 2 Insulation (Optional): isocyanurate, perlite, isocyanurate /composite;. wood fiber and glass fiber, any thickness, mechanically fastened. Base Sheet: One ply Type Gl "or G2, mechanically fastened or hot mopped. l'ly Sheet: One or more plies Type GI or G2, adhered with hot roofing asphalt. t Surfacing: "CAF Premium Fibered Aluminum Roof Coating ", 1.1/2 gal /sq or "GAF Weather Coat Emulsion ", 3 gal /sq. 5. Deck: NC Incline: 1 Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood fiber, mechanically fastened, any thickness. • Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. 4,19.1° 9. 1 Owners Name and Address ... a- i' o ..__ _. No..../. - street..41E /O .c1T�48 Registered Architect and /or Engineer ,,, •..,,. ,,, _<,... e) , d21 0 1 Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Street and Number where work is to be done State work to be done and purpose of budding (by floors) ..I �__ New Building To be constructed of STATE OF FLORIDA, COUNTY OF DADE. ss. Disapproved (Signed) .V. APPLICATION FOR BUILDING PERMIT Building MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Date. Subdivision S. E ) 0 J s �Tre e;l A 0.J .1 .. 01 ..._ - JtUVt� W �•�. - CL. p..(1 bw`_l,L 1,AT and for no other purpose. Remodeling Addition Repairs ' L &" No. of Stories C.1 Kind of foundation Roof Covering Fl o f JA-& oC CAAti - Q,Q 0� a Estimated Total cost of improvements $ ••j -� 2 -• • Amount of Permit Ss9 - 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 I. "eJ ---S C ! ` • gi g, o, aL10 1 \ 1 . 1, J ' ) -3 ;_. c [ O,... 3.3 . 14.. — . The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted •r inspection on the si e o the work such public notice or notices as are required by the Act. The undersigned agrees to employ only suc Q• •,tractor , on . • L • be performed and this permit, as are licensed by Miami Shores Village. 1 Remarks a_ 7-__2— . Q ■-t. (Signed). Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No T 3 Date. ._ \_)• - 21 - S° Read, Sworn to and Subscribed before me. Notary Public, State of Florida hspector My Commission Expires PLANNING BOARD _.._ DATE Chairman Member Mferr,bcr Member Member �.._._....._..._.�...._ Member _ Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has heen obtained from the Planning hoard. A re inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.