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ROOFINGIssue Date: 6/15/2006 Owner's Name: PEARL FINKELSTEIN Permit Type: Roof Work Classification: Roof - New Job Address: 444 101 Street NE Comments: RE -ROOF FLAT ROOF ONLY Additional Information 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: 12/06/2006 Contractor(s) Phone ALL CLAIMS INSURANCE REPAIRS (954)923 -2333 Primary Contractor Yes Type of Work: Re -Roof Additional Info: FLAT ROOF 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. Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: RF - - - 1569 Phone: 1132060170461 Lot: PB: Total Square Feet: 1700 Total Valuation: $ 4,250.00 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 $3.00 $1.00 $275.00 $6.00 $6.90 $291.90 Invoice Number RF - 6 - 06 - 25242 Total: /JUN 16 PA Gdi I4c3 9 Amt Due $291.90 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 FLAT ROOF ONLY MAR 2 3 2001 Passed Y� I spector Comments CREATED AS REINSPECTION FOR INSP-19606. 1) Clean up all broken pieces of tile from flat and slope roof, clean up all cement from flat roof. 2) Remove excess foam from valleys. 3) Remove dumpster from driveway. 3/20/07 CG. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 03/22/2007 Inspector: Grande, Claudio Owner: FINKELSTEIN, PEARL Job Address: 444 101 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ALL CLAIMS INSURANCE REPAIRS Building Department Comments Wednesday, March 21, 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 Parcel Number 1132060170461 Lot: Phone: (954)923 -2333 Page 2 of 2 RE -ROOF FLAT ROOF ONLY MAR 2 1 MT Passed Inspector Comments 1) Clean up all broken pieces of tile from flat and slope roof, clean up all cement from flat roof. 2) Remove excess foam from valleys. 3) Remove dumpster from driveway. 3/20/07 CG. a , Failed _ m1 Correction Needed Re-1 ns pection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP 19 606 ;V - i Permit Number: RF -6 -06 -1569 Inspection Date: 03/20/2007 Inspector: Grande, Claudio Owner: FINKELSTEIN, PEARL Job Address: 444 101 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ALL CLAIMS INSURANCE REPAIRS Building Department Comments Tuesday, March 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 Parcel Number 1132060170461 Lot: Phone: (954)923 -2333 Page 1 of 2 RE -ROOF FLAT ROOF ONLY MAR 2 1 UT Passed Inspector Comments Uplift OK, on file, see attached. 3/20/07 CG. I Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until sue Insp Nu mbed ermit mbe, RF6 -06 -1569 Inspection Date: 03/20/2007 Inspector: Grande, Claudio Owner: FINKELSTEIN, PEARL Job Address: 444 101 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ALL CLAIMS INSURANCE REPAIRS Building Department Comments Tuesday, March 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: Up Lift Report Work Classification: Roof - New Phone Number Parcel Number 1132060170461 Lot: Phone: (954)923 -2333 Page 2 of 2 All Claims Insurance Repairs, Inc. 320 NW 1s` Avenue Hallandale, Florida 33009 Project: Dear Sirs: Tile Uplift Static Load Testing Residential Home 444 N.E. 101x` Street Miami Shores, Florida U.S.S.E. Project #: 07 - 5799 As per your request and authorization, representatives of U. S. South Engineering and Testing Lab., Inc. performed the static load test on the roofing tile at the above referenced project. The testing took place on March 02' , 2007. The purpose of this testing was to verify whether the installed tile roofing system is capable of resisting the applied test load of 45 pounds uplift force. This testing was performed in general accordance with Miami Dade Building Code Protocol PA 106. The static load was applied utilizing a calibrated scale and force measuring instrument (dynamometer). A hook which is connected to the loading instrument was placed under the exposed edge of the tile. Test load of 45 pounds force (lbf) was applied and also held for more than 5 Second at each test location. The total load applied on each test location was recorded. In addition to the static load test, the tested tile was also visually inspected for any kind of adhesion failure after completion of each test. A total ofninety-five (95) test locations were tested. Polyfoam Med Patty Method was used to attache the tile according with the Product Approval. Based on our findings, we conclude that the installed roofing tile at the above referenced project is capable to resist the applied test load. Therefore we conclude that it meets the Metro Dade building Code Compliance Protocol TAS 106. Attached is a copy of our report showing the test results and the approximate tested tile locations for your review and comments. U. S. South Engineering and Testing Lab., Inc. appreciates the opportunity of assisting you in this project. If you have any questions or comments, please feel free to contact the undersigned. Respectfully Subniitted, - U.S. SOUTH Engineering and Testing Lab., -Inc. Ghasem Khavanin, P. # 41955 ? Roofing Project Manager / • Re: Residential Home 444 N.E. 101" Street Miami Shores, Florida U.S.S.E. Project #: 07 -5799 U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 March 05' , 2007 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 O L35 26 De s6 5 51 pass 76 Pt5 2 1 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 9 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 50 75 100 SITE SPECIFIC INFORMATION Owner's Name: R F>1obstmc ODE. Permit # Job Address 4 11-E. .101 519ZET 5 t CES Roe..loix. Roofing Contractor: ALL Q(Aij 5 II- t5UeAttOE QEfA1l5 NC Type of Tile: 5° tlSf a -3 ' Date Installed: Approximate Roof Height: feet / Roof Pitch: Type of Access to Roof: Scaffolds Ladder Other Approximate Square Footage of Roof ft Required TestingFprcee/ 35 lbs. Testing Equipment: Chatillion 100 Date Tested: 0 3 1Z00(1- IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS REPORT S BMITTED BY 11A Ert Ki4fAtAidIN Lab Certification # .98- 0608.04 State of FL Certificate Authorization # 4100 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 P.E.. -41955 3 TEST RESULTS P = PASS, F = FAIL Project No 10685 Date: Client : Address: Contact: Phone: Fax: Job Type: Roof Type: Style: Deck type: Testing Requesting: U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite # B -23 Miami, Florida 33015 Roof Testing and Information Sheet 3/2/2007 ................................................................................. ............................... All Claims Insurance Repairs Inc. ......................:.......................................................... ............................... 320 N.W. 1st Avenue ................................................................................. ............................... Hallandale, Florida 33128 ................................................................................. ............................... Paul New Roof Slope Tile Wood Uplift Test '_x1 x: x � X Verification Chequed By: Job Name: Address: Permit # Ocuppancy Use: Requesting By: Aprox. Area: Re FIB Shingle Concrete Pull Test Jayson & Jonathan Residential Home 444 NE 101st Street Miami, Florida Residential Metal Recover Other Metal Gybson Board Moisture Test .: • 4 M, I ' . ......... : r ,, ..... % i / / / /iiio / / / / / / / / z�- / / //% ',\ \ \ \Nlirrx - "` . 1 N 1 7. f. MI I ,.. t \\\ \\ N\\\\ ( ..* II I . , .\.) (s?.. IP Ill • I 9 EM e ci- 1 . ..... .: ........ ... .% /y Al 1 1 • 11a1 _ZZ 1511 ME i 5 riI . 571" Date: Client : Address: Contact: Phone: Fax: Job Type: Roof Type: Style: Deck type: Testing Requesting: U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite # B -23 Miami, Florida 33015 Roof Testing and Information Sheet 3/2/2007 ................................................................................. ............................... All Claims Insurance Repairs Inc. ......................:.......................................................... ............................... 320 N.W. 1st Avenue ................................................................................. ............................... Hallandale, Florida 33128 ................................................................................. ............................... Paul New Roof Slope Tile Wood Uplift Test '_x1 x: x � X Verification Chequed By: Job Name: Address: Permit # Ocuppancy Use: Requesting By: Aprox. Area: Re FIB Shingle Concrete Pull Test Jayson & Jonathan Residential Home 444 NE 101st Street Miami, Florida Residential Metal Recover Other Metal Gybson Board Moisture Test RE -ROOF FLAT ROOF ONLY FEB 2 2 2O y Passed U-7 Inspector Comments /--- ,ec. /20. u4s � ti >20 _J) St, `c7 44 ---. Z Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -19604 Permit Number: RF -6 -06 -1569 Inspection Date: 02/2012007 Inspector: Grande, Claudio Owner: FINKELSTEIN, PEARL Job Address: 444 101 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ALL CLAIMS INSURANCE REPAIRS Building Department Comments Friday, February 16, 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 Parcel Number 1132060170461 Lot: Phone: (954)923 -2333 Page 1 of 1 Inspection Number IN Inspection Date: 08/10/2006 Inspector: Grande, Claudio Permit Type: Roof Inspection Type: Tin Cap Owner: FINKELSTEIN, PEARL Work Classification: Roof - New Job Address: 444 101 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ALL CLAIMS INSURANCE REPAIRS Building Department Comments Thursday, August 10, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 LJ61 Block: Permit Number: RF -6-06 -1569 Phone Number Parcel Number 1132060170461 Lot: Phone: (954)923 -2333 Page 1 of 2 Infractio Passed Comments TIN CAP SPACEING False q i t Passed Inspector Comments 4/ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number IN Inspection Date: 08/10/2006 Inspector: Grande, Claudio Permit Type: Roof Inspection Type: Tin Cap Owner: FINKELSTEIN, PEARL Work Classification: Roof - New Job Address: 444 101 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ALL CLAIMS INSURANCE REPAIRS Building Department Comments Thursday, August 10, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 LJ61 Block: Permit Number: RF -6-06 -1569 Phone Number Parcel Number 1132060170461 Lot: Phone: (954)923 -2333 Page 1 of 2 nspecton:Numt e r INSP ti Inspection Date: 08/1012006 Inspector: Grande, Claudio Project: <NONE> Contractor: ALL CLAIMS INSURANCE REPAIRS Building Department Comments Thursday, August 10, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 M b 1 Permit Type: Roof Inspection Type: Hot Mop Owner: FINKELSTEIN, PEARL Work Classification: Roof - New Job Address: 444 101 Street NE Miami Shores Village, FL 33138- Block: Permit Number: RF -6-06 -1569 1 Phone Number Parcel Number 1132060170461 Lot: Phone: (954)923 -2333 Page 1 of 2 Passed `i Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until nspecton:Numt e r INSP ti Inspection Date: 08/1012006 Inspector: Grande, Claudio Project: <NONE> Contractor: ALL CLAIMS INSURANCE REPAIRS Building Department Comments Thursday, August 10, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 M b 1 Permit Type: Roof Inspection Type: Hot Mop Owner: FINKELSTEIN, PEARL Work Classification: Roof - New Job Address: 444 101 Street NE Miami Shores Village, FL 33138- Block: Permit Number: RF -6-06 -1569 1 Phone Number Parcel Number 1132060170461 Lot: Phone: (954)923 -2333 Page 1 of 2 Bill To I PEARL FINKELSTEIN 444 NE 101 ST MIAMI, FL 33138 -2449 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date 07/25/2006 07/25/2006 Fee Name Revision Fee Scanning Fee Thursday, July 27, 2006 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: RF -7 -06 -25682 Invoice Date: July 25, 2006 Permit Number: RF -6 -06 -1569 L Permit Type: Roof / Work Classification: Roof - New Fee Type Calculated Calculated Fee Amount $35.00 $12.00 Total Fees Due: $47.00 Owner's Name (Fee Simple Titleholder) Owner's Address 7`// -/ /(/e ) 0 / SG Tenant/Lessee Name Contractor's Address City c fL' fl t. Qualifier Name Type of Work: Describe Work: a Architect/Engineer's Name (if applicable) ❑Addition ❑Alteration �� " ✓w. %L�al�� ji/a1L 1 Submittal Fee $ Permit Fee $ 3 r Notary $ Training/Education Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING FECIEVE I � � Permit No. PERMIT APPLICATION IL 1 Master Permit No.rc F4 -06--! FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical (` Roofing City l a/YY4 State Zip :33 / ,5 Phone # Job Address (where the work is being done) «Y' r L /o/ S/ • City /14/4 . Miami Shores Village County ,D iami -Dade Zip ��, J r FOLIO / PARCEL # /1 - 3Z- -- t f 7- 9V '/ Is Building Historically Designated YES NO X Contractor's Company Name ,e e c 2 dal ; • u /Y' Phone # V - eaZ, --6e--)6 !ic State /2 f Zip ? 7O �f State Certificate or Registration No. e C Certificate of Competency No. Value of Work For this Permit $ / 27 6p UU Square / Linear Footage Of Work: 6 ❑New ****************** ********************* pPPC************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** DPBR $ CCF$ Double Fee $ Structural Review. $ Total Phone # 9: lo-, Phone # j 2/- C./rn -6_0 6-e Phone # ❑ Repair /Replace ❑ Demolition CO /CC Technology Fee $ Zoning $ everse side -3 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, 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 Contractor The foregoing instrument was acknowledged before me this The for :oing instrument was acknowledged before me this / 7 " day of ,20,by , dayo who is personally known to me or who has produced w As identification and who did take an oath. NOTARY PUBLIC: APPLICATION APPROVED BY: (Revised 02/08/06) Signature b y ! 6/44 eki , e or who has produced as identification and who did take an oath. Sign: Sign. Print: , ristine nne 'aug Print: _ ;, , Commission # DD326004 My Commission Expires: � ' — Expires April 8, 2008 • My Commiss� •c p p A f s, Bonded Troy fain • Inaumnao, Ina, 000•305•7018 ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning 1. Fire Directory Listing Page • •• • • • P. • • • • • • • • • • •••• •: From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings f• • I. • •• Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 • • • 4'. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof Testing /Calculation Documentation Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application_ • ASDhaltic tinii,y;es A,B,C 1,2,3,4,5,6,7 A,B,C 4,5,6,7 A,B,D 1,2,4,5,6,7 • Metal Roofs A,B,D,E 1,2,3,4,5,6,7 A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 • • • • •••• • • ••. • • • • • • • • • • •• • • • ••• • • • • •• • • • • • ••• • •••• • • • • • • INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS 0 THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHMENTS REQUIRED: ROOF ASSEMBLIES AND ROOFTOP STRUCTURES M@METEFil SECTION 1525 M. JUL 17 2006 HIGH - VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATIO • Florida Building Code Edition 2004 BY ' High- Velocity Hurricane Zone Uniform Permit Application Form. R FLORIDA BUILDING CODE — BUILDING 15.31 Form AB -326 ( Pane 3 of 71 New 10/13/05 f Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Section A (General Informationj Master Permit No. RF -40 - IS 9 Process No. Contractor's Name INsuglet-Nce 101 s WhAm't Job Address , • •••■• • Low Slope . 0 Mechanically Fastened Tile 0 Asphaltic 0 Vetal Panel/Shingles Shingles E. Prescriptive BUR-RAS 150 • . • ' : .1 • - -; -•-•••• • • ••;•• • • ROOF CATEGORY Mortar/Adhesive Set Tile 0 Wood Shingles/Shakes ROOF TYPE 0 New Roof Re-Roofing ri Recovering 0 Repair 0 Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) . • 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. • ,. 1. t ! - ,•!. H ..!--!•,••:. -- -1---; rf.t-1-:-.!•-•••1--1-7-• 72 ,.....L.....:.i..., .,.. 1... , .,...., ,_.,..,...14, ...„...._,...,...,•;_,. ; , .. , ..zi . :":7t . rit_L - L..;.:•:... • : 4,...-,4 4-i 4-4-:.4.1-p—i-1--!•••---• !-• r.t • . .. .... • • . I • ..... 14,4 Z. 4. o. ! .;...!—I. . ..... . J .1 + I L z.J . -....--i• ;..f....1 j. I -.4.4 • : • . • -; ' i ";', . :: .,.::• .4•-si 4 - : : : :-i-• . : : J-i L.r.-• 1•• h•-•- • I I " --4.--LL. - .....•-.....- ;.., .....L -. ,..... y • -+-.'• . .." i..:P...:•-• •-•-i...-%•• ■•••■-•-•:- •:-/.:.1-..., ...+4.4... ...4._ • , -: 1.-: ; --1., o • • • r. • ..,- •:. ,..; ,....;.....t. v....J.:. _ L.; _ .,....;._ • . . • L • • : . . • :••• • , • -44 •••;• "'"A -4 !•••••••ri I -1 177 '1 ;• I • '• 41 ' • .J ' • .". ••1 , ■-1. 7i . 1 • :4.4 . _; t • .• • ••,;77.! ....1,:i...1••-•■••••;-.4-7.•!••••••1"""41''1.4•1• .L. -Cr • 42:1. H•1-:;-1 4 . . •:.-1• • ruj _ , • 1 r..; . . rfIi ' • L1.1 t t t „;•41..i—• ▪ 4.1.1-• •• • !*T' 11 i• . • 1 • ;1 !-•-; • • • : 1.4 1.4 , 7. • • •• • ' . • • , • • • • • • • • 7)7 ;" , . • • 414 , , .4- Oa •■ • • • ,• .1 .1.4-2. --;• t t • ; • ." • : .. • ; .1 4 . . • .• : •. • . • . • , . : • : -j•!-• .- 21r FL47lIiJ4 •. •■• ; - ' .7.: • • -.L4 .1,-; ••■ • !•' •■••• • -n-vt•!•-"i, 4 • • •). 4 4 i•i. ▪ r4 " • • .2. -• ; ; L t : • J... 1 1- • •••■• •:•÷•,+. • ...• Lu-i-4 -t-f .! • '• :-•1•• • • t EL • Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used,, identify as "NA") System Manufacturer, Gtr Bvl� tn NOA No.: 03 - U501 0 S ACS, Design Wind Pressures, From RAS 128 or Calculations: Prnart Max. Design Pressure, from the specific NOA System: SZ S Deck: Type: 1?i'.w0OP Gaugelrhickness: 5j g Scope: I� 2: i Z Anchor /Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener /Bonding Material: 5 � `1S insulation Base Layer. Pairniotui Base insulation Size and Thickness: 02 u Base Insulation Fastener/Bonding vt terial: R 1 O , 1 Top Insulation Layer tv I 1 Top Insulation Size and Thickness: N) I Top Insulation Fastener/Bonding Material: NIA.. Surfacing: ayef Base Sheet(s) & No. of Ply(s): 1 Baja shee Fasthti edinQ 21 aver s - 4 p lY din Pty Sheet Fastener /Bo M ten I: �vpui M u = I� I Top Pty: Top Pty Fastener /Bonding Material: 4 j I � Pty Sheet(s) & No. of Ply(s): Fastener Spacing for Anchor /Base Sheet Attachment Field: q " oc © Lap, # Rows .@ / ` oc Perimeter: ` oc © Lap, # Rows _ 4 © ' oc Corner: " oc © Lap, # Row © ' oc Number of Fasteners Per Insulation Board Field I V A Perimeter N/A Comer WA-- Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc, Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. CA-P s{ .fir Zlo ers ?1>i 4 4/8c43._. r13 A- 4' INS . —Pem- oldie 10:7 -: g pyw °op Mean Roof 3 39cil■bnil - zeD i. Height Dwp ZraGUE M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable 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 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 7 C 10 NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 1 of 21 ROOFING SYSTEM APPROVAL Categorv: Sub - Categorv: Deck Tvpe: 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 GAP WeatherCoat® Emulsion (MatrixTM 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 PlyTM 6 Roofing BUR Wood -75 psf See General Limitation #1 Dimensions 5, 55 gallons 601b. bags 5 gallons 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 1, 5 gallons 5 gallons 5 gallons 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Test Specification ASTM D 41 ASTM D 1863 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. ASTM 1227 Surface coating for smooth surfaced roofs. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement ASTM D 4601 ASTM D4601 ASTM D 2178 Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 2 of 21 Product GAFGLAS Ply 4® GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Eliminator Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT Eliminator Perforated Nailable RUBEROID® SBS Heat - We1drm Smooth RUBEROID® SBS Heat - We1dTM Granule RUBEROID® SBS Heat - We1dTM 170 FR RUBEROID® SBS Heat - Weld'M PLUS RUBEROID® SBS Heat - Weld PLUS FR RUBEROID® SBS Heat - We1dTM 25 RUBEROID Modified Base Sheet Ruberoid® 20 Ruberoid® Mop Granule Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Various 39.37" (1 meter) wide 1 meter (39.37 ") wide meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Test Product Specification Description ASTM D 2178 ASTM D 3909 ASTM D 4897 D 3672 ASTM D 4897 D 3672 ASTM D -6164 ASTM D-6164 ASTM D-6164 ASTM D -6164 ASTM D-6164 ASTM D-6164 ASTM D4601, Type II, UL Type G2 BUR ASTM D 6163 ASTM D 5147 ASTM D 6222 ASTM D 5147 Type W asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Premium glass fiber reinforced SBS - modified base sheet SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Non - woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 3 of 21 Product Ruberoid® Mop Plus (Granule) RUBEROID MOP Smooth RUBEROID® MOP 170FR RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID® TORCH PLUS (Granule) RUBEROID® TORCH FR RUBEROID 170FR TORCH RUBEROID® 30 RUBEROID® 30 FR RUBEROID ULTRACLAD® SBS RUBEROID® Dual FR Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37' (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) • wide 39.37" (1 meter) Wide Test Product Specification Description ASTM D 6222 Non -woven polyester mat coated with ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. ASTM D 6164 Non -woven polyester mat coated with ASTM D 5147 polymer- modified asphalt and smooth surfaced. ASTM D 6164 Non -Woven polyester mat coated with fire ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granules. ASTM D 6164 Non -Woven polyester mat coated with fire ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen Membrane, smooth surface. ASTM D 5147 Asphalt impregnated, coated felt, surfaced with mineral granule. ASTM D 6222 Heavy duty, polyester reinforced, asphalt ASTM D 5147 modified bitumen membrane, granule surface ASTM D 6222 Heavy duty, polyester reinforced, coated ASTM D 5147 with fire retardant asphalt modified bitumen membrane, granule surface. ASTM D 6222 Heavy duty, polyester reinforced, coated ASTM D 5147 with fire retardant asphalt modified bitumen membrane, granule surface. ASTM D 6163 Non -woven fiberglass mat coated with ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. ASTM D 6163 Non -woven fiberglass mat coated with fire ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granules. ASTM D 6298 Woven fiberglass mat coated with Polymer ASTM D 5147 modified asphalt and surfaced with aluminum, copper or stainless steel foil. ASTM D 6164 Non -woven polyester and fiberglass mat ASTM D 5147 coated with file retardant, polymer modified asphalt and surfaced with mineral granules. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10 /23/03 Page 4 of 21 Product Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (Matrix® System Pro Aluminum Roof Coating Fibered 302) GAF Built -Up Roofing Asphalt RUBEROID MOD Asphalt, Asphalt L & Asphalt P Tile -Mate Base Sheet Tile -Mate Cap Sheet Shingle- MateTM Underlayment TopCoat® Surface Seal SB (Matrix 602 SB Coating) GAF WeatherCote® MB +(Matrix 715 MB Coating) TopCoat MB+(Matrix 715 MB Coating) WeatherCoteTM (Matrix 531 WeatherCote® Elastomeric Flashing Grade) Matrix Low VOC Matrix 101 System Pro SBS Adhesive (Ruberoid ®MB) Matrix 201 System Pro SBS Flashing (Ruberoid (RMB) Matrix 102 Select SBS Adhesive Test Dimensions Specification PA 100(A) ASTM D 1929 ASTM D 635 5 gallons None 5 gallons ASTM D2824, Type I 100 Ib. cartons, bulk 601b. kegs ASTM D312, Types I,11, III and IV Product Description One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with reflective aluminum flakes Non -fibered aluminum pigmented, asphalt roof coating Interply mopping and surfacing asphalt SEBS modified asphalt 39.37" (1 meter) ASTM D4601 Asphalt impregnated and coated, fiberglass wide base sheet 39.37" (1 meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet wide surfaced with mineral granules. 4 sq. roll 301bs. 5 gallons 5 gallons 5 gallons • 5 gallons 5 gallons 5 gallons ASTM D3019 5 gallons ASTM D3019 5 gallons ASTM D3019 Fiberglass reinforced shingle underlayment Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 5 of 21 (Ruberoid ®MB) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibered Aluminum Matrix 304 Select Non - Fibered RUBEROlD® Modified Bitumen Adhesive APPROVED INSULATIONS: GAH EMP Isotherm R, RA, RN & Composite, EnergyGuard RA GAFTEMP® Composite A & N (BMCA)GAFTEMP® Fiberboard GAFTEMP® Permalite GAFTEMP GAFCANTTM GAFTEMP Permalite Recover Board GAFTEMP GAFEDGETM Tapered Edge Strip (BMCA) GAFTEMP® High Density Fiberboard BMCA EnergyGuard, RA BMCA Composite EnergyGuard, RA PYROX White Line Product Product Name Dimensions 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Test Specification ASTM D4586 ASTM D4586 ASTM D4586 ASTM D3019 Product Description Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Standard Plastic Asphalt Roofing Cement Caulk Grade. Cold Applied Asphalt Adhesive. ASTM D 2824 Fibered aluminum coating. ASTM D2824, Non - fibered aluminum pigmented, asphalt Type I roof coating. ASTM D 3019 Fiber reinforced, rubberized Adhesive Type III TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board High density wood fiberboard insulation. Polyisocynurate foam insulation Polyisocynurate /wood fiberboard composite Polyisocyanurate foam insulation Polyisocyanurate foam insulation Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA Apache Products Co. • Apache Products Co. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 6 of 21 APPROVED INSULATIONS: ACFoam I, II & Composite ISO 95+ ISO 95+ Composite Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck ENRG" -2 & ENRG'Y -2 PLUS, UltraGard Gold FiberGlass Roof Insulation Structodek Multi -Max & FA Paroc Base Board Paroc Cap Board Product Name APPROVED FASTENERS: Fastener Number 1. 2. 3. 4. 5. 6. Product Name GAFTITE® (Drill -Tec ®) Base Sheet Fastener and Plate Galvalume Plates (Drill - Tec® Metal) Polypropylene Plates (Drill -Tec® Plastic) Dekfast Fasteners #12, #14 & #15 TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate /perlite ridged insulation Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Glass fiber/Mineral fiber insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation TABLE 3 Product Description Dimensions GAFTITE® (Drill-Tec ®) Insulation fastener for #12 Standard & #14 Heavy steel, wood & concrete Duty Roofing Fastener decks. GAFTITE® (Drill -Tec ®) Pre- assembled GA1- 41 ASAP Fasteners and metal and plastic plates. Base sheet fastening assembly. Round galvalume stress 3" and 3 %s" plates. Round polypropylene 3" and 3 i/" stress plates. Insulation fastener for wood, steel and concrete decks Manufacturer (With Current NOA) Atlas Energy Products Firestone Building Products, Inc. Firestone Building Products, Inc. generic generic generic G -P Gypsum Corp. Johns Manville Johns Manville Masonite. RMax, Inc. Partek, Inc. Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. Construction Fasteners Inc. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 7 of 21 APPROVED FASTENERS: Fastener Number Product Name 7. Dekfast Hex Plate 8. Dekfast Lock Plate 9. #12 Roofgrip Fasteners 10. Metal Plate 11. Gearlok Plastic Plate 12. Glasfast Fastener 13. Olympic Fastener #12 & #14 14. Olympic Fastener ASAP 15. Olympic Polypropylene 16. Olympic G -2 17. Olympic Standard 18. Insul -Fixx Fastener 19. Insul -Fixx S Plate 20. Insul -Fixx P Plate 21. Tru -Fast 22. Tru -Fast Plates 23. Tru -Fast Plates TABLE 3 Product Description Gaivalume hex stress plate. Polypropylene locking plate. Insulation fastener for wood and steel. Galvalume stress plate. Polypropylene round plate Insulation fastener assembly with recessed plastic plate Insulation fastener Pre- assembled Insulation fastener and plate Polypropylene plastic plate 3.5" round galvalume AZ55 steel plate 3" round galvalume AZ50 steel plate Insulation fastener for steel and wood decks 3" round galvalume AZ50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks 3" round galvalume AZ55 steel plate Polyethylene plastic plate Dimensions 2 7/8" x 3 1/4" 3 "x3 /a" 3" round 3" square 3.2" 3.25" round 3.5" round 3" round 3" round 3" round 3" round 3" round Manufacturer (With Current NOA) Construction Fasteners Inc. Construction Fasteners Inc. ITW Buildex Corp. 1TW Buildex Corp. 1TW Buildex Corp. Johns Manville Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. SFS /Stadler SFS /Stadler SFS /Stadler The Tru-Fast Corp. The Tru-Fast Corp. The Tru-Fast Corp. NOA No: 03.0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 8 of 21 EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. IRT ofS.Fl. IRT of S. Fl. Test Identifier FMRC 1996 J.L 2B8A4.AM J.L 3B9Q1.AM J.L OD0A8.AM J.L OD1A8.AM J.I. 0Y9Q5.AM GAF -012 -02 -02 GAF-020-02 -01 02 -005 02 -014 Description Current Insulation Attachment Requirements Wind Uplift FMRC 44704 Wind Uplift FMRC 4470 - PA 114 Physical Properties ASTM D 4977 TAS 114 TAS 114 Date 01.01.96 07.02.97 01.08.98 07.09.99 07.29.94 04.01.98 11.06.01 02.01.02 01.18.02 03.22.02 NOA No: 03 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 9 of 21 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 =S, platic plate only (Table 3) Density /ft =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 y2" thick N/A Perlite, GAIL "1.E,MP® Permalite ®, Permalite Tapered, Paroc Minimum 3 /4" thick Fiberglas (Min. 15 4 6 " thick) 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- 401bs/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: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet • mechanically fastened as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o:c. in the field. (Maximum Design Pressure -45 psf, See General Limitation #7) • N/A N/A N/A N/A N/A NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10 /23/03 Page 10 of 21 Base Sheet: Ply Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: See Fastening above. GAFGLAS® Ply 4 ®, GAFGLAS Flex PlyTm 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 P1yTm 6, GAFGLAS #75 Base Sheet or any of above Anchor 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 —52.5 psf, See General Limitation #7) 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 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 psf, See General 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 (GAFTITE) #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) (Optional) Install one ply of GAFGLAS® #75, GAFGLAS #80 Uhlma 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 20-40 lbs. /sq; (see General Limitation #4). 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 2040 lbs.sq. (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. GAF Special Roofmg 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 slag with an application rate of 400 lbs./sq. & 300lbs. /sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. 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 V2 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 Roofmg 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- 40lbs./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 12lbs. /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 (FD 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 utili7P the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of 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 comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended . corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 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 Page 21 of 21 BUILDING PERMIT APPLICATIO FBC 2004 Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES NO Architect/Engineer's Name (if applicable) Value of Work For this Permit $ 4 2. Type of Work: Describe Work: Structural Review. $ Building Department 54 p'\ Miami Shores Village 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 B Permit No FC ' I .6 69 1 11 �n 2- Master Permit No. Permit Type (circle): Building Ele c = al Plumbing Mechanical Owner's Name (Fee Simple Titleholder) 4. e, ( — t t N* Phone # Owner's Address 444 101 State Zip ��` Phone # 444- 101 sT- Contractor's Company Named ` C S ` " mac Contractor's Address 320 J / ` T City I-4-4r1 1. State Qualifier Name weir - Zip ' cDc' -j Phone # County Miami -Dade Zip 33 k3 # ( . 0 - CraXCaO State Certificate or Registration No. C C - 76:3& - 7 Certificate of Competency No. ❑Addition ['Alteration ['New 6 Phone # Square / Linear Footage Of Work: Total Fee Now Due $ 1 - 1 CD0 Repair/Replace ❑ Demolition ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *F ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ 0 Permit Fee $ J S � � CCF $ CO /CC Notary $ Training/Education Fee $ 1 • Od Technology Fee $ ICJ 'QC Scanning Co $ .0 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ actI -qo See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, 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 Signature Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Owner or Agent Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) Sign: Print: My Commission Expires: Plans Examiner Engineer Zoning BUILDING PERMIT APPLICATION FBC 2001 Owner's Name (Fee Simple Titleholder) Owner's Address /V /0) STgerr City MItl7 5 h(de —c State ft.e7 oA-- Tenant/Lessee Name Architect/Engineer's Name (if applicable) $ Value of Work For this Permit 4/.z S Type of Work: ['Addition ['Alteration Describe Work: . Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Electrical Plumbing Mechanical mu, w_.-eisTeA Is Building Historically Designated YES NO Contractor's Address S2© /`E I State -Lund a Qualifier rcii\ ❑New Permit No. 0 C-X0 j Master Permit No. Phone # Zip 3378 Phone # Job Address (where the work is being done) N& 101 57 " City Miami Shores Village County Miami -Dade Zip 3! 38 Contractor's Company Name .s-(t CIA r t UrG'10–f.- � Q iJl one # � 4510 (Do O Z ip (.2() Phone # Square Footage Of Work: // / O 0 * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ❑ Repair /Replace ❑ Demolition Submittal Fee $ Permit Fee $ CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ NO Si Print: : a My Commissi ' Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, 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 v .a0a Owner or Agent The foregoing instrument was acknowledged before me this who • p rsonally known tom •r who has produced ri tine Anne au gi; tiR Comrnissiu11 # DD3260 e3si=xpires April 8, 2008 . pf, f , Bonded Troy Faln - Insurance. Inc. 800-385-7019 State Certificate or Registration No. APPLICATION APPROVED BY: Chc 10/14/03 tion and who did take an oath. Signature NOTARY P Si Contractor The foregoing instrument was acknowledged before me this a y (GO ( n , ersonally kno e or who has produced Print: as identification and My Comng*i t;i Extiir;Ss Imision # DD326004 res Id take an oath. - t1 n�rt . *************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** � q +' rR19r riroyrain - Insurance Inc. 800. 3857019 * * * * * ** (Certificate of Competency Holder) a 55'7 03 Certificate of Competency No. Plans Examiner Engineer Zoning A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO 2 / 1 TAX FOLIO NO. i l -- Z - 0) 7 - 43 STATE OF FLORIDA COUNTY OF 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: AMID PL- Of 11)10rn i 5yleges . 5C G 4 P - IA LO1 5 104- r7 g(.)< q0• 144 No /off sT• fl1 pr sfifttts F 33138 2. Description of improvement: F 12-00F 3. Owner (s) name and address: ).A/Wei..- 4-q NC /0/ ST- micm) 3 flog-C . 33136 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: •A /f C /Q //r) 5 tl n coas-- : 5. Surety: (Payment bond required b y owner from contractor if an STATE OF FLORID , Y� Y 9 ) , y 1 HERO, GF_FFiF`l Ow, ;trio is; s � I Name and address: original fAe' tbcs ofka Amount of bond: $ YVi ESSm► 1 ° r -�r� MeV 6. Lender's name and address: HARVEY 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: S.In addition to himself, Owner designates the following person (s) to receive a copy of the Lienor's Notice as provided in Section 713. 13 (1) (b) 7., 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) 4)444441/ 7 Signature of Owner Print Owner's Name DaI'4 eL FIf -e Sworn to and s Notary Publ NOTICE OF COMMENCEMENT 20 fq / AvE a/l an l / 11 Print Notary's Name 6 ti� ! -. ,r ., (n rd8 1 If- • ' s � Commi��irn #t DD326004 '-`. Expires April 8, 2908 ` Oonded i roy Fain • Insurance, Inc. 800.385-7019 c(s 11111111111111111111 111111111111111811111111 CFN 2006R0620460 OR Bk 24605 Fs 4490; tips) RECORDED 06/08/2006 09:41 :13 HARVEY RUVIN? CLERK OF COURT MIAMI —DADE COUNTY? FLORIDA LAST PAGE Prepared by: «) //1-0 (, ji c1.. , • Address: , 32 6 "fi / sr )10//C/7 dOl(, - 33097 Four, 104 PERMIT #: d (0 ^ l s5 q DATE: 1, I /1( ractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) aTf3 (rMir cc 1 n/1S � Rt Cr - I Address: (/(74(-( / ,04. From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT '`l� /9 -0( Reviewer: Claudio Grande C.B.O 305- 795 -2204 Ext 1430 Miami Shores Village Building Department rnsq `7/146 10050 N.E2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 9(D 1 S'<Pq Job Name/ (e - 6¢r63 Date 7// f/o . BUILDING CRITIQUE SHEET R AS 150 i)s Nor A,J) /ld vo i� WTtfo 04 (1.11 M � 6 t- T R--1 � s7 a.0 e ,4- 4_, dauct Agh‘le/.63-e At_ h '24 s' /471, / ►, it. tip --74a o 4.)( i I he • • • ▪ .. . . . . ... • Secti:a04 (GOnaPal infbrmationj Master Permit No. (0 Contractor's Name P1) , Jp/lf • 41■JKI Pi e iOI'S. .. . iA Job Address 444 '�� '� • • • ... . ••• :. • • • . Florida Buredi D Edition 2004 High Velocity 1: lurricarte!o?ie'Ufiiform I Application Form • Procne, §,s NIA. • ROOF CATEGORY Low Slope . 0 Mechanically Fastened Tile ❑'Mort ❑ Asphaltic ❑ Metal Panel /Shingles ❑ Woo Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof Re- Roofing . t'1. Recovering ❑ Repair ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) 1 :itkillEgitIOSOMMSNCE TH Al.IL STATE AND COUNTY RULES AND REGULATIONS 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. is P 9 2006 =le el Section Q'tL Sloped f o$f System) • • • • • • • • • • • • • • Fill in Specific Roof Assembly Co • • • and Identify Manufacturer (If a component is not used, identify as "NA;)• ° • • •• attacbfrfent System Manufacturer: POI I c 5zs Usk �' G _ • NOA No.: 0 - 091 S .O sys c Co) • Design Wind Pressures, From RAS 128 or Calculations: Pmaxi: — 141 - 2 Pmax2: .424j Pmax3: — /24 - 3 Max. Design Pressure,fram the specific NOA System: Pit= Deck: ocd Type: pi kw Cx Gauge/Thickness: . .P /5 N Slope: r f 2: / 2- Anchor /Base Sheet & No. of Ply(s): j) L 9 Ct55 ?). Anchor /Base Sheet Fastener /Bonding Material: Insulation Base Layer: NI Base Insulation Size and Thickness: NIP Base Insulation Fastener /Bonding Material: , Top Insulation Layer: N 1 f3 Top Insulation Size and Thickness: Top Insulation Fastener /Bonding Material: Base Sheet(s) & No. of PIy(s): J PtS & , Base Sheet Fastener /Bon ing Material: n I I t. cu y U bi' RIr1q b - K cal I ' i ±INCAf Ply Sheet(s) & No. of PIIy(s): i 09-or,e)c SAX o) PIy Sheet Fastener /Bondi g Material: l,N Surfacing: 6ra noIcu .cJ ca,r - �{ Co ■ • • • • • • NIP' Top Ply Fastener/ ndin a al: 1" •• •• • • • •• •• • Florida Butldilig :CbdIe'Edition 2004 High Velocity Hur>;ican rie 3 Jr+iform F Application Form Top PIy:. fr ITr It 5A - P F (friy • ••• Fastener Spacing for Anchor /Base Sheet • • •• • • Fed :.. " oc @ Lap, # Rows 2 @ /Z " oc Perimeter: 4 " oc @ Lap, # Rows 2. @ q " oc Corner: 4 " oc @ Lap, # Rows 2 @ " oc Number of Fasteners Per Insulation B and Field 1v (Pr Perimeter p' f [� Comer N I i • Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. lAsT SA. - 1 , elf6 ri 5 x/ I.40 IAS Imo Ly6 lass s PIyv'loac1. 5/8 • A v y FT FT /• Parapet Height 10 Fr Mean Roof Height 4 • ••• • •.•••• • • . . • • . ..• •• • ... . • • .•• • • • • •• • • • •. • ••• • •• ▪ • . M1 A M MADE • • • • • • • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • • • • NOTICE OF ACCEPTANCE (1OAi • •. ••• • • Polyglass USA, Inc. • • • • •• • • • • • ••• •• 150 Lyon Drive Fernley, NV 89408 = 06 159 • • • MIAMI -DADE COUNTY, FLORIDA • METRO -DADE FLAGLER BUILDING • 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Modified Bitumen Roofing Systems Over Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturers 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 revises NOA # 01 -0529.01 and consists of pages 1 through 45. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 03= 0915.05 Expiration Date: 09/13/06 Approval Date: 03/18/04 Page 1 of 45 Category: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: Product Polyflex Polyflex G Polyflex G FR Polybond Polybond G Elastoflex S6 Elastoflex S6 G Elastoflex S6 G FR Elastoshield TS4 Elastoshield TS4 FR Dimensions 32' 10" x 3' 3 -3/8" 32' 10" x 3' 3 -3/8" 32' 10" x 3' 3 -3/8" 32' 10" x 3' 3 -3/8" 32' 10" x 3' 3 -3/8" 32' 10" x 3' 3 -3/8" 32' 10" x 3' 3 -3/8" 32' 10" x 3' 3 -3/8" 32' 10" x 3' 3 -3/8" 32' 10" x 3' 3 -3/8" • • ... • • • ... • • • • • • • • • • • • • • • • • • • • • ... • • • • .. • • • • • • • • • • • • • • • • ROOFING ASSEMBLY APP$QVA : Roofmg SBS /AIIP Modified Bitumen. • • ...... • Wood • - 82.5'psf See General Limitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Specification ASTM D 6222 ASTM D 6222 ASTM D 6222 ASTM D 6222 ASTM D 6222 ASTM D 6164 ASTM D 6164 ASTM D 6164 ASTM D 6164 ASTM D 6164 • .. .... • • • • • • .. . . • • Product Description Torch applied, polyester reinforced, APP modified bitumen membrane with a burn off polyethylene back face and a smooth or sanded top surface. Torch applied, polyester reinforced, APP modified bitumen membrane with a burn off polyethylene back face and a granule top surface. Torch applied, polyester reinforced, APP modified bitumen membrane with a burn off polyethylene back face and a granule top surface and fire retardant chemistry. Torch applied, polyester reinforced, APP modified bitumen membrane with a burn off polyethylene back face and a smooth or sanded top surface. Torch applied, polyester reinforced, APP modified bitumen membrane with a burn off polyethylene back face and a granule top surface. Torch, hot asphalt or cold adhesive applied, polyester reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a polyethylene or sanded top surface. Torch, hot asphalt or cold adhesive applied, polyester reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a granule top surface. Torch, hot asphalt or cold adhesive applied, polyester reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a granule top surface and fire retardant chemistry. Torch, hot asphalt or cold adhesive applied, polyester reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a granule top surface. Torch, hot asphalt or cold adhesive applied, polyester reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a granule top surface and fire retardant chemistry. NOA No.: 03- 0915.05 Expiration Date: 09/13/06 Approval Date: 03/18/04 Page 2 of 45 Product Elastoflex V Elastoflex VG Elastoflex VG FR Xtraflex 32' 10" x 3' 6" Xtraflex G 32' 10" x 3' 6" Xtraflex G FR 32' 10" x 3' 6" Elastoflex SA P FR 32' 6" x 3' 3 -3/8" Elastoflex SA V FR 32' 6" x 3' 3 -3/8" Base Elastoflex SA V FR 32' 6" x 3' 3 -3/8" Elastoflex SA V 32' 6" x 3' 3 Elastoflex SA V G 32' 6" x 3' 3 -3/8" Elastoflex SA V G 32' 6" x 3' 3 -3/8" FR Elastoflex SA P 32' 6" x 3' 3 -3/8" Elastobase 65' 2" x 3' 3 -3/8" Polyflex SA P • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• •• • • . .. fib .. Dimensio% • • • Speckcetion. 32' 10" x 3' 3 -3/8" ASTM D 6163 •• • • • •• • • • . • • • • • • 32' 10" x 3' 3 -3 /E' ASTM D 063' 32' 10" x 3' 3 -3/8" ASTM D 6163 ASTM D 6222 ASTM D 6222 ASTM D 6222 ASTM D 6164 ASTM D 6163 ASTM D 6163 ASTM D 6163 ASTM D 6163 ASTM D 6163 ASTM D 6164 ASTM D 4601 32' 6" x 3' 3 - ASTM D 6222 Polyflex SA P G FR 32' 6" x 3' 3 ASTM D 6222 • •• • Product • • • • • • • • • • Description Torch, hot asphalt or cold adhesive applied, flglassreinforced, SBS modified bitumen > mbfaiie with a burn off polyethylene or sanded ljack faceand a sanded top surface. Tdr&h,'Lfot asphalt or cold adhesive applied, fiberglass reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a granule top surface. Torch, hot asphalt or cold adhesive applied, fiberglass reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a granule top surface and fire retardant chemistry. Torch applied, polyester reinforced, TPO modified bitumen membrane with a burn off polyethylene back face and a smooth top surface. Torch applied, polyester reinforced, TPO modified bitumen membrane with a burn off polyethylene back face and a granule top surface. Torch applied, polyester reinforced, TPO modified bitumen membrane with a burn off polyethylene back face and a granule top surface and fire retardant chemistry. Self - adhered, polyester reinforced, SBS modified bitumen membrane with a self - adhering back face and a granule top surface. Self - adhered, fiberglass reinforced, SBS modified bitumen membrane with a self - adhering back face and a smooth top surface. Self- adhered, fiberglass reinforced, SBS modified bitumen membrane with a self - adhering back face and a granule top surface. Self- adhered, fiberglass reinforced, SBS modified bitumen membrane with a self- adhering back face and a smooth top surface. Self- adhered, fiberglass reinforced, SBS modified bitumen membrane with a self - adhering back face and a granule top surface. Self- adhered, fiberglass reinforced, SBS modified bitumen membrane with a self - adhering back face and a granule top surface. Self- adhered, fiberglass reinforced, SBS modified bitumen membrane with a self - adhering back face and a granule top surface. SBS modified asphalt coated fiberglass reinforced base sheet. Self- adhered, polyester reinforced, APP modified bitumen membrane with a self - adhering back face and a granule top surface. Self - adhered, polyester reinforced, APP modified bitumen membrane with a self - adhering back face and a granule top surface. NOA No.: 03- 0915.05 Expiration Date: 09/13/06 Approval Date: 03/18/04 Page 3 of 45 APPROVED INSULATIONS: • • . • • Product Name Polytherm Al Polytherm Composite PYROX, White Line ACFoam II High Density Wood Fiberboard Pelite/Urethane Composite Perlite Insulation Type X Gypsum Dens Deck ENRGY -2 Fesco Board Multi -Max & FA APPROVED FASTENERS: Fastener Product Number Name 1. Dekfast Fasteners #12, #14 & #15 2. Dekfast Hex Plate 3. Dekfast Lock Plate 4. #12 & #14 Roofgrip 5. Metal Plate 6. Plastic Plate 7. Insul -Fixx HD Fastener 8. Insul-Fixx S • • ..• • • • ... • • • • • • • • • • • • • • • • • • • • • • • • • ... • • • • • • • • • • • • • • • ••• • • • • ••• •. • .• • • • • • • • • • • • • • • • • . . . •. .. • • • • • • • • • • • • • •• TABLE 2 . • c=ipt 1 :: Product Des • •.. • • • • .• • • • OOOOOO • Palyisscyandrate fdani iiisillftion Polyisocyanurate /perlite composite insulation. Polyisocyanurate foam insulation Polyisocyanurate foam insulation Wood fiber insulation board Perlite / urethane composite board insulation Perlite insulation board Fire resistant rated gypsum. Water resistant gypsum board Polyisocyanurate foam insulation Rigid perlite roof insulation board. Polyisocyanurate roof insulation TABLE 3 Product Description Insulation fastener for wood, steel and concrete decks Galvalume hex stress plate. Polypropylene locking plate. Insulation and membrane fastener Galvalume AZ50 stress plate Polyethylene stress plate Insulation fastener for steel and wood decks Galvalume AZ55 stress plate 2 7 / " s 3 1 /4" 3" x 3 1/4" Various 3" square 3.2" round Various 3" round Manufacturer (With Current NOA) Polyglass USA, Inc. Polyglass USA, Inc. Apache Products Co. Atlas Energy Products Generic Generic Generic Generic G -P Gypsum Corp. Johns Manville Johns Manville RMax, Inc. Manufacturer Dimensions (With Current NOA) Construction Fasteners Inc. Construction Fasteners Inc. Construction Fasteners Inc. ITW Buildex ITW Buildex ITW Buildex SFS Stadler, Inc. SFS Stadler, Inc. NOA No.: 03- 0915.05 Expiration Date: 09 /13/06 Approval Date: 03/18/04 Page 4 of 45 APPROVED FASTENERS: Fastener Number 9. Insul -Fixx P 10. Tru -Fast HD Product Name 11. Tru -Fast Plates 12. Tru -Fast Plates EVIDENCE SUBMITTED: Test Agency/Identifier Factory Mutual Research Corp. Exterior Research & Design, LLC Underwriters Laboratories, Inc. • • . • • • . .. .. • • • .. .. • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ... • • • • 000 • • • • • • .. • • • • • • • • • • • • . • . • • • .. • • • • • • • • TAI iiE 3 • • • • • • Product • •' 1Desoriruion. • • • • Dimensions i adly$tl*ylhd s$egs ISlate .. Insulation fastener for steel and wood decks Galvalume AZ55 steel plate Polyethylene plastic plate 3" round Name J.I. 3001334 J.I. 3000857 J.I. 3004091 #11757.12.00 -1 #11757.04.01 -1 #11751.05.03 #11758.08.03 00NK20869 •. •. Manufacturer (With Current NOA) 3" round SFS Stadler, Inc. The Tru -Fast Corp. 3" round The Tru -Fast Corp. The Tru -Fast Corp. Report FMRC 4-470 Date 02.15.00 01.12.00 01.12.00 12.07.00 04.25.01 05.30.03 08.11.03 UL 790 06.08.00 NOA No.: 03- 0915.05 Expiration Date: 09/13/06 Approval Date: 03/18/04 Page 5 of 45 • • • • •• • • • ••• • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • ••• • • • • • •• - • •• • • • • • • • • • • • • • • • • • • • • APPROVED ASSEMBLIES : • • : • • • • • • • •• • • Deck Type 1I: Wood, Insulated •• • • • •• ••• -- Deck Description: 19 /32" or greater'plyv41 ar $roZx1 p1 o.k, fastened with wood screws at 6" o.c. • • • • System Type A(1): All insulation 1i9ers'ar8 adtierdti, to aMeeltanically attached anchor sheet. Membrane is subsequently adhered to insulation. All General and System limitations apply. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft Any approved Polyisocyanurate Minimum 1" thick N/A N/A Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft Dens Deck Minimum ;/4" thick N/A N/A Fesco Board Minimum 3/4" thick N/A N/A High Density Wood Fiber Minimum 1 /P thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20 -40 lbs/100 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. Anchor Sheet: One ply of Elastobase Poly /Sand, Sand/Sand fastened to the deck as described below: Fastening: Attach base sheet using Buildex Roofgrip Fasteners and Flat Bottom Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two equally spaced staggered rows in the center of the sheet. Ply Sheet: (Optional) One ply of Elastobase, Modibase, Perma Ply No. 28, Elastoflex S6, Elastoflex V, Elastoflex V 2.5, Polybond or one or more plies of Type TV or VI ply sheet adhered in full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs. /sq. or Elastoflex SA V self - adhered. Membrane: One ply of Polyflex, Polflex G, Polyflex G FR, Polybond, Polybond G, Xtraflex, Xtraflex G or Xtraflex G FR torch applied or one ply of Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS4 or Elastoshield TS4 FR torch or hot asphalt applied or Polyflex SA P FR, Polyflex SA P, Elastoflex SA P or Elastoflex SA V G self adhered. 0 NOA No.: 03- 0915.05 Expiration Date: 09 /13/06 Approval Date: 03/18/04 Page 6 of 45 Surfacing: Maximum Design Pressure: • . ••• • • ••••• •• •• • • • • •• •• • • • • • • • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • • • • • • ••• • • • • • • •• • • • •• • (Optional) ii sial enie of thetfo'ilo viflg :opl aip required fire classification. 1. Gravel oi• ag tit, 4001bs(Sq 1;='3001bti%q,•re %pectively, in a flood coat of approved asphalt at 60 lbs/sq. 2. Karnak 97 Fibrated Aluminum As halt Roof Coating or Asbestos Free Aluminum R Hof Coati tg i t tv g /lisq. • , • 3. Kokem Products luoglaijl 4e;ylip Roof Coating at 1 gal/sq. 4. Monsey Encitte AlutninQm Robf LU'atalg, Weather Check or Pro -Grade Aluminum Roof Coating at 11 gal/sq. 5. Grundy al MB Aluminum Roof Coating at 1 -2 gal/sq. 6. Fields F350 Heat Shield Aluminum Coating or F630 Heat Shield Fibered Aluminum Coating at 11 gal/sq. -60 psf; (See general limitation #7.) NOA No.: 03- 0915.05 Expiration Date: 09/13/06 Approval Date: 03/18/04 • Page 7 of 45 • •• • • •• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • Deck Type 1I: Wood, Insulated • • • • • • Deck Description: ' or greater plywood or wood plank, fastened with 8d copmpn nail at 4" o.i . • • • • • • • • • • • • System Type A(2): All insulation layers are adhered, to a mechanically attached zjnc c s est...' :' • Membrane is subsequently adhered to insulation. • • • • • • :•• • • All General and System limitations apply. Base Insulation Layer Any approved Polyisocyanurate Minimum 1" thick Top Insulation Layer Dens Deck Minimum 14" thick Fesco Board Minimum 3 /4" thick High Density Wood Fiber Minimum Y2" thick Anchor Sheet: Fastening: Ply Sheet: Membrane: • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •, ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • ••• Insulation Fasteners Fastener (Table 3) Density /ft N/A N/A Insulation Fasteners Fastener (Table 3) Density/ft N/A N/A N/A N/A N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20 -40 Ibs/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. One ply of Elastobase Poly /Sand, Sand/Sand fastened to the deck as described below: Attach base sheet using Buildex Roofgrip Fasteners and Flat Bottom Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two equally spaced staggered rows in the center of the sheet. (Optional) One ply of Elastobase, Modibase, Perma Ply No. 28, Elastoflex S6, Elastoflex V, Elastoflex V 2.5, Polybond or one or more plies of Type IV or VI ply sheet adhered in full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. or Elastoflex SA V self - adhered. One ply of Polyflex, Polflex G, Polyflex G FR, Polybond, Polybond G, Xtraflex, Xtraflex G or Xtraflex G FR torch applied or one ply of Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS4 or Elastoshield TS4 FR torch or hot asphalt applied Polyflex SA P FR, Polyflex SA P, Elastoflex SA P, or Elastoflex SA V G self adhered. NOA No.: 03- 0915.05 Expiration Date: 09/13/06 Approval Date: 03/18/04 Page 8 of 45 Surfacing: Maximum Design Pressure: -60 psf; (See general limitation #7.) • • • ••• • • • ••• . . • • • • • • • • • • • • • • • • • •.• • • . • • • • • • ••• • • • • ••• • •• • • • • • • • • (Optional) Install one of the following to obtain required fife tl • .. • • • 1. Gravel or slag at 400 lbs/sq or 300 lbs/sq, respectively, in a flood coat off`' ' approved asphalt at 60 lbs /sq. 2. Karnak 97 Fibrated Aluminum Asphalt Roof Coating or•Asbast as Ft e : • • • • • • • • Aluminum Roof Coating at 1 gal/sq. • •' • 3. Kokem Products Sunguard Acrylic Roof Coating at 1 gtlfsq. • • • • • • • • • • • • • 4. Monsey Endure Aluminum Roof Coating, Weather Check or Pro-Grade Aluminum Roof Coating at 11 gal/sq. 5. Grundy al MB Aluminum Roof Coating at 1 -2 gal/sq. 6. Fields F350 Heat Shield Aluminum Coating or F630 Heat Shield Fibered Aluminum Coating at 11/2 gal/sq. NOA No.: 03- 0915.05 Expiration Date: 09 /13/06 Approval Date: 03/18/04 Page 9 of 45 • • • • • • .. • • • . . . . • • • • • • . . . . • • • • • • • • • • • • • • • • • • Deck Type 1I: Wood, Insulated • • • • • • Deck Description: 19 /32 " or greater plywood or wood plank, fastened with wood.4crews at ,0" cj i. • • • • • • . . . . . . • System Type A(3): All insulation layers are adhered, to a mechanically attached gnc ci sleet.. • • ..• • • • Membrane is subsequently adhered to insulation. • • • • • • • ••• • • All General and System Limitations apply. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft Any approved Polyisocyanurate Minimum 1" thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20 -40 lbs/100 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. Top Insulation Layer Fesco Board Minimum IV thick High Density Wood Fiber Minimum Y2" thick Dens Deck Minimum Y4 thick • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • • • • Insulation Fasteners Fastener (Table 3) Density/ft N/A N/A N/A N/A N/A N/A Note: Apply top layer of insulation in a full mopping of any approved mopping asphalt within the EVT range and at a rate of 20 -40 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. Anchor Sheet: One ply of CertainTeed Glasbase, Polyglass Base, Firestone MB Base, JM Perma- Ply #28, Tamko Glass Base or GAFGLAS #75 fastened to the deck as described below: Fastening: Attach base sheet using 11 ga. annular ring shank and 1 -5/8" diameter tin caps spaced 8" o.c. in a 4" lap and 8" o.c. in two equally spaced staggered rows in the center of the sheet. Ply Sheet: (Optional) One ply of Elastobase, Modibase, Perma Ply No. 28, Elastoflex S6, Elastoflex V, Elastoflex V 2.5 or one or more plies of Type IV or VI ply sheet adhered in full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. or Elastoflex SA V self - adhered. NOA No.: 03- 0915.05 Expiration Date: 09/13/06 Approval Date: 03/18/04 Page 10 of 45 • • Membrane: Surfacing: Maximum Design Pressure: -60 psf; (See general limitation #7.) • • ... • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ... • • • • .. • • • • .. • • • • • • • • • • • One 1 of Polyflex, Polflex G, Polyflex y y yflex G FR, PolybonQ. PotyJlond a„ Ktr flex, • Xtraflex G or Xtraflex G FR torch applied or one ply of Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS4 or Elastoshield TS4 FR torch or hot asphalt applied or Polyflex SA P FR, Polyflex SA P, Elastotex p . SA V G self adhered. • •• • • • • • ••• •• (Optional) Install one of the following to obtain required fire classification. 1. Gravel or slag at 400 lbs /sq or 300 Ibs /sq, respectively, in a flood coat of approved asphalt at 60 lbs /sq. 2. Karnak 97 Fibrated Aluminum Asphalt Roof Coating or Asbestos Free Aluminum Roof Coating at 11 gal/sq. 3. Kokem Products Sunguard Acrylic Roof Coating at 1 gal/sq. 4. Monsey Endure Aluminum Roof Coating, Weather Check or Pro -Grade Aluminum Roof Coating at 1 gal/sq. 5. Grundy al MB Aluminum Roof Coating at 1 -2 gal/sq. 6. Fields F350 Heat Shield Aluminum Coating or F630 Heat Shield Fibered Aluminum Coating at 11/2 gal/sq. NOA No.: 03- 0915.05 Expiration Date: 09/13/06 Approval Date: 03/18/04 Page 11 of 45 All General and System Limitations apply. Base Insulation Layer Any approved Polyisocyanurate Minimum 1" thick High Density Wood Fiber Minimum W' thick Dens Deck Minimum 1 /a" thick Anchor Sheet: Fastening: Ply Sheet: • • ... • • • . .. .. • • • .. .. • • • • • • • • • •• • • • • . . . • • • • • • • • • • • • • • ... • • • • ... • •. • • . • . • • • • • • • . .. . . . . • . ..• • • • • • • • • • • • • • • • • Deck Type 1I: Wood, Insulated • Deck Description: 19 / 3 2' or greater plywood or wood plank, fastened with 8d cottrnon.nails at.4" oF.. • • • • System Type A(4): All insulation layers are adhered, to a mechanically attached 3ndhdr tett.: •, ; • • Membrane is subsequently to insulation. .. • • • ... .. Insulation Fasteners Fastener (Table 3) Density/ft N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20 -40 lbs/100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft Fesco Board Minimum 3 /a" thick N/A N/A N/A N/A N/A N/A Note: Apply top layer of insulation in a full mopping of any approved mopping asphalt within the EVT range and at a rate of 20 -40 lbs/100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as Base Layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. One ply of CertainTeed Glasbase, Polyglass Base, Firestone MB Base, JM Perma- Ply #28, Tamko Glass Base or GAFGLAS #75 fastened to the deck as described below: Attach base sheet using 11 ga. annular ring shank and 1 -5/8" diameter tin caps spaced 8" o.c. in a 4" lap and 8" o.c. in two equally spaced staggered rows in the center of the sheet. (Optional) One ply of Elastobase, Modibase, Perma Ply No. 28, Elastoflex S6, Elastoflex V, Elastoflex V 2.5 or one or more plies of Type IV or VI ply sheet adhered in full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. or Elastoflex SA V self - adhered. NOA No.: 03- 0915.05 Expiration Date: 09/13/06 Approval Date: 03/18/04 Page 12 of 45 Membrane: Surfacing: Maximum Design Pressure: -60 psf; (See general limitation #7.) • • ••• • • • ••• •• • • • • • • • • • • • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • • • • • •. • • One ply of Polyflex, Polflex G, Polyflex G FR, Polybontl. Pot ittond %tqi ex, • • • Xtraflex G or Xtraflex G FR torch applied or one ply of Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS4 or Elastoshield TS4 FR torch or hot asphalt applied or Polyflex SA P FR, Polyflex SA P, Elaste ex6l P3 BP.stoflex • ••• • SA V G self adhered. • • • •• • • • • • ••• .•• (Optional) Install one of the following to obtain required fire classification. 1. Gravel or slag at 400 lbs/sq or 300 lbs /sq, respectively, in a flood coat of approved asphalt at 60 lbs/sq. 2. Karnak 97 Fibrated Aluminum Asphalt Roof Coating or Asbestos Free Aluminum Roof Coating at 11 gal/sq. 3. Kokem Products Sunguard Acrylic Roof Coating at 1 gal/sq. 4. Monsey Endure Aluminum Roof Coating, Weather Check or Pro -Grade Aluminum Roof Coating at 11/2 gal/sq. 5. Grundy al MB Aluminum Roof Coating at 1 -2 gal/sq. 6. Fields F350 Heat Shield Aluminum Coating or F630 Heat Shield Fibered Aluminum Coating at 11/2 gal/sq. NOA No.: 03- 0915.05 Expiration Date: 09/13/06 Approval Date: 03/18/04 Page 13 of 45 • • • • • • All General and System Limitations apply. Base Insulation Layer Any approved Polyisocyanurate Minimum 1" thick Top Insulation Layer Fesco Board Minimum 3 /4" thick High Density Wood Fiber Minimum 1/2" thick Dens Deck Minimum V4" thick • • ... • • • ••. .. .. . .. • • .'. • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ... • • • • ... • • ▪ .• • • • • • • • • • • • • • • • • • • • .. • • • • • • • • • • • • • • • • • • .• • • Deck Type 1I: Wood, Insulated Deck Description: 19 / 3 2' or greater plywood or wood plank. • • • • • • • ••• • - . • • System Type A(5): All insulation layers are adhered, to a mechanically .. at Cac�iel a c�ioast�ee�. . . . ... • • • Membrane is subsequently adhered to insulation. Insulation Fasteners Fastener (Table 3) Density/ft N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20 -40 lbs/100 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. Insulation Fasteners Fastener (Table 3) Density /ft N/A N/A N/A N/A N/A N/A Note: Apply top layer of insulation in a full mopping of any approved mopping asphalt within the EVT range and at a rate of 20- 401bs/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. Anchor Sheet: One ply of CertainTeed Glasbase, Polyglass Base, Elastobase, Firestone MB Base, JM Perma -Ply #28, Tamko Glass Base or GAFGLAS #75 fastened to the deck as described below: Fastening #1: Attach base sheet using 11 ga. annular ring shank and 1 -5/8" diameter tin caps spaced 8" o.c. in a 4" lap and 8" o.c. in two equally spaced staggered rows in the center of the sheet. Fastening #2: Attach base sheet using Buildex Roofgrip Fasteners and Flat Bottom Plates, Dekfast #14 with Hex Plates or Tru -Fast HD with MP -3 Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two equally spaced staggered rows in the center of the sheet. NOA No.: 03- 0915.05 Expiration Date: 09/13/06 Approval Date: 03/18/04 Page 14 of 45 Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: -52.5 psf; (See general limitation #7.) • • ... • • • ... • • • • • • • • • • • • • • • • • • • • • • • • • • • • ... • • • • ••• • .. .. (Optional) One ply of Elastobase, Modibase, Per a '1 No..2$, $lakcilex 56,E • Elastoflex V, Elastoflex V 2.5 or one or more plit§ of type 1 pr VI sheep • . adhered in full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or Elastoflex SA V self - adhered. •• • • • • .. • .. •• • • One ply of Polyflex, Polflex G, Polyflex G FR, Polytlpp.d, Pp1SbQnct Q; )ttraflex,. Xtraflex G or Xtraflex G FR torch applied or one plye glatoflek $6,=litpf S6 G, Elastoflex S6 G FR, Elastoshield TS4 or Elastoshield TS4 FR torch or hot asphalt applied or Polyflex SA P FR, Polyflex SA P, Elastoflex SA P, or Elastoflex SA V G self adhered. (Optional) Install one of the following to obtain required fire classification. 1. Gravel or slag at 400 lbs/sq or 300 lbs /sq, respectively, in a flood coat of approved asphalt at 60 lbs /sq. 2. Kamak 97 Fibrated Aluminum Asphalt Roof Coating or Asbestos Free Aluminum Roof Coating at 1h gal/sq. 3. Kokem Products Sunguard Acrylic Roof Coating at 1 gal/sq. 4. Monsey Endure Aluminum Roof Coating, Weather Check or Pro -Grade Aluminum Roof Coating at 11/2 gal/sq. 5. Grundy al MB Aluminum Roof Coating at 1 -2 gal/sq. 6. Fields F350 Heat Shield Aluminum Coating or F630 Heat Shield Fibered Aluminum Coating at 11 gal/sq. NOA No.: 03- 0915.05 Expiration Date: 09/13/06 Approval Date: 03/18/04 Page 15 of 45 Top Insulation Layer (Optional) Fesco Board Minimum %" thick High Density Wood Fiber Minimum Wz" thick Base Sheet: Ply Sheet: Membrane: • • ... • • • ... .. • • • • • • • • • • • • • • • • • • • • • • ... • • • • • • • • • • • • • ... • • • • .. • • • • • • • • • • • • • • .. • • .'. • • . •• • • • • •• •. Deck Type 1I: Wood, Insulated • • • • • • • • • • • • • • . . • • • Deck Description: 19/32" or greater plywood or wood plank, fastened with wood screws at 6" o.c. .. • • . • . • ••• • • System Type B(1): Base layer of insulation mechanically fastened, option a1 topaYeraceed with. . • approved asphalt. • • • • • • • ••• • • • All General and System Limitations apply. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density /ft ENRGY -2 or Polytherm Minimum 1.5" thick 1 or 10 1:133 ft Note: Base layer shall be mechanically attached with fasteners and density described. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density (See Roofing Application Standard RAS 117 for fastening details). Insulation Fasteners Fastener (Table 3) Density/ft N/A N/A N/A N/A Note: Optional top layer of insulation shall be adhered with approved asphalt within the EVT range and at a rate of 20 -40 lbs/100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. (Optional if using ply sheet in hot asphalt) One ply of Elastobase, Modibase, Perma Ply No. 28 or.GAFGLAS #75 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (Optional if using base sheet in hot asphalt) One ply of Polybond, Polyflex or Xtraflex torch applied or one ply of Elastobase, Modibase, Perma Ply No. 28, Elastoflex S6, Elastoflex V or Elastoflex V 2.5 or one to more plies of Type IV or VI ply sheet adhered to the coverboard in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -401bs. /sq. or Elastoflex SA V self - adhered. One ply of Polyflex, Polflex G, Polyflex G FR, Polybond, Polybond G, Xtraflex, Xtraflex G or Xtraflex G FR torch applied or one ply of Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS4 or Elastoshield TS4 FR torch or hot asphalt applied or one ply of Polyflex SA P FR, Polyflex SA P, Elastoflex SA -P FR, Elastoflex SA -V FR, Elastoflex SA P, or Elastoflex SA V G self- adhered. NOA No.: 03- 0915.05 Expiration Date: 09/13/06 Approval Date: 03/18/04 Page 16 of 45 Surfacing: Maximum Design Pressure: (Optional) Install one of the following to obtain k ' t.fife 1. Gravel or slag at 400 lbs/sq or 300 lbs/sq, respec veky, in a f oodcoat of '' approved asphalt at 60 lbs /sq. 2. Karnak 97 Fibrated Aluminum Asphalt Roof Coa4vg pr tsbbsto f re%. • Aluminum Roof Coating at 11 gal/sq. • . 3. Kokem Products Sunguard Acrylic Roof Coatink A1 gat/s4. •. 4. Monsey Endure Aluminum Roof Coating, Weather deck or Pro -C rase 1 Aluminum Roof Coating at 11/2 gal/sq. 5. Grundy al MB Aluminum Roof Coating at 1 -2 gal/sq. 6. Fields F350 Heat Shield Aluminum Coating or F630 Heat Shield Fibered Aluminum Coating at Hi gal/sq. -60 psf; (See general limitation #7.) • • ... • • • ... • • • • • • • • • • • • • • • • • • • • • • • • • • • • ... • • • • .. • .. • • • . . • • • • • • • • • • NOA No.: 03- 0915.05 Expiration Date: 09/13/06 Approval Date: 03/18/04 Page 17 of 45 • • ... • • • ... • • • • • • • • • • • • • • • • • • • • • • • • • • • • ... • • • • .. • • • . • .. • • • • • • • • • • ... . .. .. .... Deck Type 1I: Wood, Insulated • • • • • • • . . . • • • Deck Description: 19 / 3 2' or greater plywood or wood plank, fastened with 8d common nails at 4" o.c. System Type B(2): Base layer of insulation mechanically fastened, optiepal tpi4ayetatheli e ith. approved asphalt. • • •• • • • • • ••• •• All General and System Limitations apply. Base Insulation Layer ENRGY -2 or Polytherm Minimum 1.5" thick Top Insulation Layer (Optional) Fesco Board Minimum 3 /4" thick High Density Wood Fiber Minimum W' thick Base Sheet: Ply Sheet: Membrane: Insulation Fasteners Fastener (Table 3) Density/ft l or 10 1:1.33 ft Note: Base layer shall be mechanically attached with fasteners and density described. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density (See Roofing Application Standard RAS 117 for fastening details). Insulation Fasteners Fastener (Table 3) Density/ft N/A N/A N/A N/A Note: Optional top layer of insulation shall be adhered with approved asphalt within the EVT range and at a rate of 20-40 lbsI100 ft Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. (Optional if using ply sheet in hot asphalt) One ply of Elastobase, Modibase, Perna Ply No. 28 or GAFGLAS #75 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs. /sq. (Optional if using base sheet in hot asphalt) One ply of Polybond, Polyflex or Xtraflex torch applied or one ply of Elastobase, Modibase, Perma Ply No. 28, Elastoflex S6, Elastoflex V or Elastoflex V 2.5 or one to more plies of Type IV or VI ply sheet adhered to the coverboad in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or Elastoflex SA V self - adhered. One ply of Polyflex, Polflex G, Polyflex G FR, Polybond, Polybond G, Xtraflex, Xtraflex G or Xtraflex G FR torch applied or one ply of Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS4 or Elastoshield TS4 FR torch or hot asphalt applied or one ply of Polyflex SA P FR, Polyflex SA P, Elastoflex SA P, Elastoflex SA -P FR or Elastoflex SA -V FR self- adhered. NOA No.: 03- 0915.05 Expiration Date: 09/13/06 Approval Date: 03/18/04 Page 18 of 45 Surfacing: • • .. • • • .. • • • • • • • • • • Maximum Design Pressure: -60 psf; (See general limitation #7.) (Optional) Install one of the following to obtain reqirii i.frfe c1a$sificdtidn.. 1. Gravel or slag at 400 lbs /sq or 300 lbs /sq, respectively: in a' k oclooat of approved asphalt at 60 lbs /sq. 2. Karnak 97 Fibrated Aluminum Asphalt Roof Coating gr Qisbpsto$ireq • • Aluminum Roof Coating at 11/2 gallsq. • • • • • • • • • • ' • 3. Kokem Products Sunguard Acrylic Roof Coating at:l iatsci . . ". • 4. Monsey Endure Aluminum Roof Coating, Weather Check o Pro - Grade Aluminum Roof Coating at 11/2 gal/sq. 5. Grundy al MB Aluminum Roof Coating at 1 -2 gal/sq. 6. Fields F350 Heat Shield Aluminum Coating or F630 Heat Shield Fibered Aluminum Coating at 11 gal/sq. • • ... • • • . .. • • • • • • • • • • • • • • • • • • • • • • • • • • • • ... • • • • .. • NOA No.: 03- 0915.05 Expiration Date: 09/13/06 Approval Date: 03/18/04 Page 19 of 45 Top Insulation Layer (Optional) Fesco Board Minimum 3/4" thick High Density Wood Fiber Minimum 1/2" thick Membrane: • •. • • • • • • • •. ••. • • • ••• • • • • • • • • • • • • • • • • ..• • • • • • • • • • • • ••. • • • • • •.. • • .• • • • • • • • • • • • • Deck Type 1I: Wood, Insulated • • • • • • • • • • • • • • • .... .. • .... • • • • •• • • Deck Description: 19 / 32 " or greater plywood or wood plank. . • • • • . • ... • • System Type B(3): Base layer of insulation mechanically fastened, optiot al top4a'er with . • • • approved asphalt. • .. • • • • • 99. . . All General and System Limitations apply. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density /ft ENRGY -2 or Polytherm Minimum 1.5" thick 1 or 10 1:1.33 ft Note: Base layer shall be mechanically attached with fasteners and density described. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density (See. Roofing Application Standard RAS 117 for fastening details). Insulation Fasteners Fastener (Table 3) Density /ft N/A N/A N/A N/A Note: Optional top layer of insulation shall be adhered with approved asphalt within the EVT range and at a rate of 20-40 lbs/100 ft Please refer to Roofmg Application Standard RAS 117 for insulation attachment. Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. Base Sheet: (Optional if using ply sheet in hot asphalt) One ply of Elastobase, Modibase, Perma Ply No. 28 or GAFGLAS #75 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs. /sq. Ply Sheet: (Optional if using base sheet in hot asphalt) One ply of Polybond, Polyflex or Xtraflex torch applied or one ply of Elastobase, Modibase, Perma Ply No. 28, Elastoflex S6, Elastoflex V or Elastoflex V 2.5 or one to more plies of Type IV or VI ply sheet adhered to the coverboad in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bs. /sq. or Elastoflex SA V self - adhered. One ply of Polyflex, Polflex G, Polyflex G FR, Polybond, Polybond G, Xtraflex, Xtraflex G or Xtraflex G FR torch applied or one ply of Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS4 or Elastoshield TS4 FR torch or hot asphalt applied or one ply of Polyflex SA P FR, Polyflex SA P, Elastoflex SA P, Elastoflex SA -P FR or Elastoflex SA -V FR self - adhered. NOA No.: 03- 0915.05 Expiration Date: 09/13/06 Approval Date: 03/18/04 Page 20 of 45 Surfacing: Maximum Design Pressure: • •• •• • • • • • • • • • • • • • • .. . • . • . . . : • . (Optional) Install one of the following to obtain . . uired.fire o'la�si$ cation. • • • 1. Gravel or slag at 400 lbs /sq or 300 lbs/sq, respectively in a fkooci! eoat of • • approved asphalt at 60 lbs/sq. 2. Karnak 97 Fibrated Aluminum Asphalt Roof Coat}lag pr Asbestos J reg.. • • Aluminum Roof Coating at 1 gal/sq. • ' • • • • • • • • • • 3. Kokem Products Sunguard Acrylic Roof Coatin4 at 1 iays4. :: • • 4. Monsey Endure Aluminum Roof Coating, Weather Check or Pro -Grade • Aluminum Roof Coating at 1 gal/sq. 5. Grundy al MB Aluminum Roof Coating at 1 -2 gal/sq. 6. Fields F350 Heat Shield Aluminum Coating or F630 Heat Shield Fibered Aluminum Coating at 1 gal/sq. -52.5 psf; (See general limitation #7.) • • ••• • • • ••• •• • • • • • •• •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • ••• NOA No.: 03- 0915.05 Expiration Date:. 09/13/06 Approval Date: 03/18/04 Page 21 of 45 Deck Type 1I: Wood, Insulated Deck Description: 19 / 32 " or greater plywood or wood plank, fastened with wood screws at 6" o.c. •• • • • •• ••• •• System Type C(1): All layers of insulation are mechanically attached to roof lak.ernari►n; 4s • • • • • • • •• • • subsequently adhered to insulation. • •• • • • • • ••• •• All General and System Limitations apply. Insulation Layer Insulation Fasteners Fastener (Table 3) Density /ft ENRGY -2 or Polytherm Minimum 1.5" thick 1, 7 or 10 1:1.33 ft Note: All layers of insulation shall be mechanically attached using the fastener density listed above. The insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Sheet: None Ply Sheet: One ply of Elastoflex SA -V self adhered. Membrane: One ply of Polyflex, Polflex G, Polyflex G FR, Polybond, Polybond G, Xtraflex, Xtraflex G or Xtraflex G FR torch applied or one ply of Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS4 or Elastoshield TS4 FR torch or hot asphalt applied or one ply of Polyflex SA P FR, Polyflex SA P, Elastoflex SA P, Elastoflex SA -P FR or Elastoflex SA-VTR self - adhered. Surfacing: Maximum Design Pressure: -82.5 psf; (See General limitation #7.) (Optional) Install one of the following to obtain required fire classification. 1. Gravel or slag at 400 lbs/sq or 300 lbs /sq, respectively, in a flood coat of approved asphalt at 60 lbs /sq. 2. Karnak 97 Fibrated Aluminum Asphalt Roof Coating or Asbestos Free Aluminum Roof Coating at 1 gal/sq. 3. Kokem Products Sunguard Acrylic Roof Coating at 1 gal/sq. 4. Monsey Endure Aluminum Roof Coating, Weather Check or Pro -Grade Aluminum Roof Coating at 1 gal/sq. 5. Grundy al MB Aluminum Roof Coating at 1 -2 gal/sq. 6. Fields F350 Heat Shield Aluminum Coating or F630 Heat Shield Fibered Aluminum Coating at 1 gal/sq. • • ..• • • • ... • • • • • • • . • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • ... • • • • • • • •• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • •• • • NOA No.: 03- 0915.05 Expiration Date: 09/13/06 Approval Date: 03/18/04 Page 22 of 45 Deck Type 1I: Wood, Insulated 19 /32" or greater plywood or wood plank, fastened with wood screws at 6" o.c. .. • • • • . .. • . System Type C(2): All layers of insulation are mechanically attached to AV glnk.vntir tn4 is subsequently adhered to insulation. ..' • : • • • : :.. ..' Deck Description: All General and System Limitations apply. One or more layers of the following: Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft Any approved Polyisocyanurate Minimum 1.5" thick N/A N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Insulation panels listed are minimum sizes and dimensions; if larger panels . are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Top Insulation Layer High Density Wood Fiber Minimum W' thick Dens Deck Minimum Y4" thick Note: All layers of insulation shall be mechanically attached using the fastener density listed above. The insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Sheet: Ply Sheet: Membrane: • • ... • • • ... . . .. • • • 0 .. • • • • • • • • • • • • • • ... • • • • • • • • • • • • • ... 0 • • • ... .. • • • • .. • • • • • • • • • • • . • • • • • • •• • • • • • • • . • • • • • • • • • • .. • • Insulation Fasteners Fastener (Table 3) Density/ft 1 1:1.33 ft2 1 1:1.33 ft2 (Optional if using ply sheet in hot asphalt) One ply of Elastobase, Modibase, Perma Ply No. 28 or GAFGLAS #75 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. (Optional if using base sheet in hot asphalt) One ply of Polybond, Polyflex or Xtraflex torch applied or one ply of Elastobase, Modibase, Perma Ply No. 28, Elastoflex S6, Elastoflex V or Elastoflex V 2.5 or one to more plies of Type IV or VI ply sheet adhered to the coverboard in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs. /sq. or Elastoflex SA V self - adhered. One ply of Polyflex, Polflex G, Polyflex G FR, Polybond, Polybond G, Xtraflex, Xtraflex G or Xtraflex G FR torch applied or one ply of Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS4 or Elastoshield TS4 FR torch or hot asphalt applied or one ply of Polyflex SA P FR, Polyflex SA P, Elastoflex SA P, Elastoflex SA -P FR or Elastoflex SA -V FR self- adhered. NOA No.: 03- 0915.05 Expiration Date: 09/13/06 Approval Date: 03/18/04 Page 23 of 45 Surfacing: Maximum Design Pressure: -82.5 psf; (See General limitation #7.) • • ••• • •• • • • • • • • • • • • • • • • • • ••• • • • • • ••• • • • ••• • •• • • • • • • • • • • • • •• • •• • • • •• • • • • • • • • • • • • • • .. . c • . • • (Optional) Install one of the following to obtain re fit rr� a +fire as if iion.. : : • • 1. Gravel or slag at 400 lbs/sq or 300 lbs/sq, respectively, in a floodtoat of • • approved asphalt at 60 lbs /sq. 2. Karnak 97 Fibrated Aluminum Asphalt Roof Coating pr Qsbe,stos Free • • • • Aluminum Roof Coating at 1' gal/sq. • • • • • • • • • • • • • 3. Kokem Products Sunguard Acrylic Roof Coatingt:l • jalisq+ • • • • • • • • • • • • 4. Monsey Endure Aluminum Roof Coating, Weather Check or Pro -Grade Aluminum Roof Coating at 11/2 gal/sq. 5. Grundy al MB Aluminum Roof Coating at 1 -2 gal/sq. 6. Fields F350 Heat Shield Aluminum Coating or F630 Heat Shield Fibered Aluminum Coating at 11/2 gal/sq. NOA No.: 03- 0915.05 Expiration Date: 09/13/06 Approval Date: 03/18/04 Page 24 of 45 Deck Type 1I: Wood, Insulated Deck Description: 19 / 32 " or greater plywood or wood plank, fastened with 8d common nails at 4" o.c. System Type C(3): All layers of insulation are mechanically attached to roof a¢ak. v n bran: is .. • • • • • •• • • subsequently adhered to insulation. • •• • • • • • ••• •• All General and System Limitations apply. One or more layers of the following: Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density /ft Any approved Polyisocyanurate Minimum 1.5" thick N/A N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Top Insulation Layer High Density Wood Fiber Minimum S" thick Dens Deck Minimum'" thick Base Sheet: Ply Sheet: Membrane: • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • •• • • Insulation Fasteners Fastener (Table 3) Density /ft 1 1:133 ft 1 1:133 ft Note: All layers of insulation shall be mechanically attached using the fastener density listed above. The insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. (Optional if using ply sheet in hot asphalt) One ply of Elastobase, Modibase, Perma Ply No. 28 or GAFGLAS #75 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. (Optional if using base sheet in hot asphalt) One ply of Polybond, Polyflex or Xtraflex torch applied or one ply of Elastobase, Modibase, Perma Ply No. 28, Elastoflex 56, Elastoflex V or Elastoflex V 2.5 or one to more plies of Type IV or VI ply sheet adhered to the coverboad in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or Elastoflex SA V self - adhered. One ply of Polyflex, Polflex G, Polyflex G FR, Polybond, Polybond G, Xtraflex, Xtraflex G or Xtraflex G FR torch applied or one ply of Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS4 or Elastoshield TS4 FR torch or hot asphalt applied or one ply of Polyflex SA P FR, Polyflex SA P, Elastoflex SA P, Elastoflex SA -P FR or Elastoflex SA -V FR self- adhered. NOA No.: 03- 0915.05 Expiration Date: 09/13/06 Approval Date: 03/18/04 Page 25 of 45 Surfacing: Maximum Design Pressure: -67.5 psf; (See General limitation #7.) • • ••• • • • • • • • • • • • ••• • • • • • • • • • • ••• • • • • • ••• • • •• • •• • • • • • • • • • • • • . . (Optional) Install one of the following to obtain required Lire Llassif�caionr ' • • 1. Gravel or slag at 400 lbs /sq or 300 lbs/sq, respectiveryk in a flood coat o1: • • approved asphalt at 60 lbs /sq. 2. Karnak 97 Fibrated Aluminum Asphalt Roof Coating or Asb ;sips Free. • • • • • • Aluminum Roof Coating at 11/2 gal/sq. • ' . • • • 3. Kokem Products Sunguard Acrylic Roof Coating at 1 gal/sq . • 4. Monsey Endure Aluminum Roof Coating, Weather Check or Pro -Grade • • Aluminum Roof Coating at 1' gal/sq. 5. Grundy al MB Aluminum Roof Coating at 1 -2 gal/sq. 6. Fields F350 Heat Shield Aluminum Coating or F630 Heat Shield Fibered Aluminum Coating at 11/2 gal/sq. NOA No.: 03- 0915.05 Expiration Date: 09/13/06 Approval Date: 03/18/04 Page 26 of 45 Deck Type 1I: Wood, Insulated Deck Description: 19 / 32 " or greater plywood or wood plank. Top Insulation Layer High Density Wood Fiber Minimum'" thick Dens Deck Minimum 1/4" thick Base Sheet: Ply Sheet: Membrane: • • • • • .. •• • .• • • • • • • • • • • • • • • .•• • • • • • • • • ••• • • • • •• • . . . .• • • • . • • • • • • • • • • • • • • • • • • • • • • .. • • •• • • • •• System Type C(4): All layers of insulation are mechanically attached to roof det . Meimbrane:i8 subsequently adhered to insulation. .. • • • • • •• • • ••• All General and System Limitations apply. One or more layers of the following: Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density /ft Any approved Polyisocyanurate Minimum 1.5" thick N/A N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation Fasteners Fastener (Table 3) Density /ft 1 1:133 ft 1 1:1.33 ft Note: All layers of insulation shall be mechanically attached using the fastener density listed above. The insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. (Optional if using ply sheet in hot asphalt) One ply of Elastobase, Modibase, Perma Ply No. 28 or GAFGLAS #75 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. (Optional if using base sheet in hot asphalt) One ply of Polybond, Polyflex or Xtraflex torch applied or one ply of Elastobase, Modibase, Perma Ply No. 28, Elastoflex S6, Elastoflex V or Elastoflex V 2.5 or one to more plies of Type IV or VI ply sheet adhered to the coverboad in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or Elastoflex SA V self - adhered. One ply of Polyflex, Polflex G, Polyflex G FR, Polybond, Polybond G, Xtraflex, Xtraflex G or Xtraflex G FR torch applied or one ply of Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS4 or Elastoshield TS4 FR torch or hot asphalt applied or one ply of Polyflex SA P FR, Polyflex SA P, Elastoflex SA P, Elastoflex SA -P FR or Elastoflex SA -V FR self - adhered. NOA No.: 03- 0915.05 Expiration Date: 09 /13/06 Approval Date: 03 /18/04 Page 27 of 45 .• .• • Surfacing: • • • . • • • • • (Optional) Install one of the following to obtain requiigdfug Qassi$ cation.: 1. Gravel or slag at 400 lbs/sq or 300 lbs /sq, respectively, in flood coat of approved asphalt at 60 lbs/sq. 2. Karnak 97 Fibrated Aluminum Asphalt Roof Coating or•Asbesio §,Fpe; • Aluminum Roof Coating at 1V2 gal/sq. • • • • • • Maximum Design Pressure: -52.5 psf; (See General limitation #7.) 3. Kokem Products Sunguard Acrylic Roof Coating at 1 gel,5q. • • • • 4. Monsey Endure Aluminum Roof Coating, Weather Check or Pro -Grade Aluminum Roof Coating at 11/2 gal/sq. 5. Grundy al MB Aluminum Roof Coating at 1 -2 gal/sq. 6. Fields F350 Heat Shield Aluminum Coating or F630 Heat Shield Fibered Aluminum Coating at 11/2 gal/sq. • • • • • • ••. • • •• • • • • • • •• •• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • ••• ••• NOA No.: 03 -0915.05 Expiration Date: 09/13/06 Approval Date: 03 /18/04 Page 28 of 45 • • • • • • • • • • • • • • • • • •. •.• • • •• • • •• • •• • • • • • • • • • • • • • • • • • • • p • • • • Deck Type 1I: Wood, Insulated • • • • • 0.0 • • • Deck Description: 19 / 32 ° or greater plywood or wood plank, fastened with 8d common nails at 4" o.c. • •• •• System Type C(5): All layers of insulation are mechanically attached to roof deck. 3 4 1t n 4 r a ne:i,s• • • • • subsequently adhered to insulation. • • • • • • • • : • • • • • All General and System Limitations apply. Insulation Layer ENRGY 2 or Polytherm Minimum 1.5" thick Note: All layers of insulation shall be mechanically attached using the fastener density listed above. The insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Sheet: None Ply Sheet: One ply of Elastoflex SA -V self adhered. Membrane: One ply of Polyflex, Polflex G, Polyflex G FR, Polybond, Polybond G, Xtraflex, Xtraflex G or Xtraflex G FR torch applied or one ply of Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS4 or Elastoshield TS4 FR torch or hot asphalt applied or one ply of Polyflex SA P FR, Polyflex SA P, Elastoflex SA P, Elastoflex SA -P FR or Elastoflex SA -V FR self - adhered. Surfacing: Maximum Design Pressure: -67.5 psf; (See General limitation #7.) • • • • • • • • ••• • • • • • • • • • • • • *00 • • • • • • • • O. • • • • • ••• Insulation Fasteners Fastener (Table 3) Density/ft 1, 7 or 10 1:133 ft (Optional) Install one of the following to obtain required fire classification. 1. Gravel or slag at 400 lbs/sq or 300 lbs/sq, respectively, in a flood coat of approved asphalt at 60 lbs /sq. 2. Karnak 97 Fibrated Aluminum Asphalt Roof Coating or Asbestos Free Aluminum Roof Coating at P/2 gal/sq. 3. Kokem Products Sunguard Acrylic Roof Coating at 1 gal/sq. 4. Monsey Endure Aluminum Roof Coating, Weather Check or Pro -Grade Aluminum Roof Coating at 11 gal/sq. 5. Grundy al MB Aluminum Roof Coating at 1 -2 gal/sq. 6. Fields F350 Heat Shield Aluminum Coating or F630 Heat Shield Fibered Aluminum Coating at 11/2 gal/sq. NOA No.: 03- 0915.05 Expiration Date: 09/13/06 Approval Date: 03/18/04 Page 29 of 45 Deck Type 1I: Wood, Insulated Deck Description: 19 / 32 " or greater plywood or wood plank. Insulation Layer ENRGY 2 or Polytherm Minimum 1.5" thick Surfacing: Maximum Design Pressure: -52.5 psf; (See General limitation #7.) System Type C(6): All layers of insulation are mechanically attached to roof deck. MP.ni!rzne is: subsequently adhered to insulation. All General and System Limitations apply. (Optional) Install one of the following to obtain required fire classification. 1. Gravel or slag at 400 lbs/sq or 300 lbs/sq, respectively, in a flood coat of approved asphalt at 60 lbs /sq. 2. Karnak 97 Fibrated Aluminum Asphalt Roof Coating or Asbestos Free Aluminum Roof Coating at 1 gal/sq. 3. Kokem Products Sunguard Acrylic Roof Coating at 1 gal/sq. 4. Monsey Endure Aluminum Roof Coating, Weather Check or Pro -Grade Aluminum Roof Coating at 1 gal/sq. 5. Grundy al MB Aluminum Roof Coating at 1 -2 gal/sq. 6. Fields F350 Heat Shield Aluminum Coating or F630 Heat Shield Fibered Aluminum Coating at 1 gal/sq. Insulation Fasteners Fastener (Table 3) Density/ft 1, 7 or 10 1:1.33 ft Note: All layers of insulation shall be mechanically attached using the fastener density listed above. The insulation panels listed are minimum sizes and dimensions; if Larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Sheet: None Ply Sheet: One ply of Elastoflex SA -V self adhered. Membrane: One ply of Polyflex, Polflex G, Polyflex G FR, Polybond, Polybond G, Xtraflex, Xtraflex G or Xtraflex G FR torch applied or one ply of Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS4 or Elastoshield TS4 FR torch or hot asphalt applied or one ply of Polyflex SA P FR, Polyflex SA P, Elastoflex SA P, Elastoflex SA -P FR or Elastoflex SA -V FR self - adhered. NOA No.: 03- 0915.05 Expiration Date: 09 /13/06 Approval Date: 03/18/04 Page 30 of 45 • •• • •• • • • •• • • ▪ • • • • • • • • • • • Deck Type 1I: Wood, Insulated • • •• •• • • • • • • • Deck Description: 19 / 3 2' or greater plywood or wood plank, fastened with 8d common nails at 4" o.c. .. • .• System Type D(1): All insulation layers are adhered, to a mechanically attached • b�e�shee .. • • • • . Membrane is subsequently adhered to insulation. • • • • • . . . • • • • • All General and System Limitations apply. One or more layers of the following: Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft Any approved Polyisocyanurate Minimum 1" thick N/A N/A Top Insulation Layer (Optional) Insulation Fasteners Fastener (Table 3) Density /ft Fesco Board Minimum 3 /4" thick N/A N/A High Density Wood Fiber Minimum 1/2 thick N/A N/A Dens Deck Minimum 1/4" thick Note: All insulation shall have preliminary attachment, prior to the installation of the roofing membrane at a minimum application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft., and four fasteners for any insulation board having no dimension greater than 8 ft. Base Sheet: Fastening: Ply Sheet: Membrane: • • ••. • •• •• • • • • • • • • • • • • ••• • • • • • • • • •••••• N/A N/A • • •. • •• • . • . • • • • • ••• One ply of Elastobase Poly /Sand, Sand/Sand fastened to the deck as described below: Attach base sheet using Buildex Roofgrip Fasteners and Flat Bottom Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two equally spaced staggered rows in the center of the sheet. (Optional) One ply of Polyflex, Polybond, or Xtraflex torch applied or one ply of Elastobase, Modibase, Perma Ply No. 28, Elastoflex S6, Elastoflex V, or Elastoflex V 2.5 or one or more plies of Type IV or VI ply sheet adhered in full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs. /sq. or Elastoflex SA V self - adhered. One ply of Polyflex, Polflex G, Polyflex G FR, Polybond, Polybond G, Xtraflex, Xtraflex G or Xtraflex G FR torch applied or one ply of Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS4 or Elastoshield TS4 FR torch or hot asphalt applied or one ply of Polyflex SA P FR, Polyflex SA P, Elastoflex SA P, Elastoflex SA -P FR or Elastoflex SA -V FR self - adhered. NOA No.: 03- 0915.05 Expiration Date: 09 /13/06 Approval Date: 03/18/04 Page 31 of 45 Surfacing: Maximum Design Pressure: • • . • • • • • • • • • • • • • • • •• • • • • (Optional) Install one of the following to obtain requir dfu dassi�ication.• • • • • • • 1. Gravel or slag at 400 lbs/sq or 300 lbs/sq, respectivel,, in 3 flood coat of approved asphalt at 60 lbs /sq. • 2. Karnak 97 Fibrated Aluminum Asphalt Roof Coating or•Asbesio %F =ed • • . • Aluminum Roof Coating at 11/2 gaUsq. • . . • • • • • • 3. Kokem Products Sunguard Acrylic Roof Coating at 1 g //q:: • ' • • • • • • • • • O 4 Monsey Endure Aluminum Roof Coating, Weather Check or Pro -Grade Aluminum Roof Coating at 1 gal/sq. 5. Grundy al MB Aluminum Roof Coating at 1 -2 gal/sq. 6. Fields F350 Heat Shield Aluminum Coating or F630 Heat Shield Fibered Aluminum Coating at 1 gal/sq. -60 psf; (See General limitation #7.) • ••• • • •• • • • •• • • . . • • • • • • • • • • • • • • •• NOA No.: 03- 0915.05 Expiration Date: 09/13/06 Approval Date: 03/18/04 Page 32 of 45 Dens Deck Minimum 1/4" thick Fastening: Ply Sheet: Membrane: • • • • • • • • • ..• • • • • • • • • • • • • • • • • • • • • • •. • • • • • • • • . • • ••. • • • • ••• • .. . •• • • . • • • • • • • Deck Type 1I: Wood, Insulated • • .. • • • • • Deck Description: 19 / 32 ° or greater plywood or wood plank, fastened with wood screws at 6" o.c. •• • • • •• ••• • System Type D(2): All insulation layers are adhered, to a mechanically attacfiad basersl ee4 • • • • • • Membrane is subsequently adhered to insulation. .. • • •• • • • • •• •• • • • All General and System Limitations apply. One or more layers of the following: Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density /ft Any approved Polyisocyanurate Minimum 1" thick N/A N/A Top Insulation Layer (Optional) Insulation Fasteners Fastener (Table 3) Density /ft Fesco Board Minimum 3/4' thick N/A N/A High Density Wood Fiber Minimum V2" thick N/A N/A N/A N/A Note: All insulation shall have preliminary attachment, prior to the installation of the roofing membrane at a minimum application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft., and four fasteners for any insulation board having no dimension greater than 8 ft. Base Sheet: One ply of Elastobase Poly /Sand, Sand/Sand fastened to the deck as described below: Attach base sheet using Buildex Roofgrip Fasteners and Flat Bottom Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two equally spaced staggered rows in the center of the sheet. (Optional) One ply of Polyflex, Polybond, or Xtraflex torch applied or one ply of Elastobase, Modibase, Perma Ply No. 28, Elastoflex S6, Elastoflex V, or Elastoflex V 2.5 or one or more plies of Type IV or VI ply sheet adhered in full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. or Elastoflex SA V self - adhered. One ply of Polyflex, Polflex G, Polyflex G FR, Polybond, Polybond G, Xtraflex, Xtraflex G or Xtraflex G FR torch applied or one ply of Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS4 or Elastoshield TS4 FR torch or hot asphalt applied or one ply of Polyflex SA P FR, Polyflex SA P, Elastoflex SA P, Elastoflex SA -P FR or Elastoflex SA -V FR self - adhered. NOA No.: 03- 0915.05 Expiration Date: 09/13/06 Approval Date: 03/18/04 Page 33 of 45 Surfacing: • •.• • • • ••. • • • • • •• • •. .. • • • • • • ••• • • • • • • • • • • • • • ••. • •. • • • • • • • • (Optional) Install one of the following to obtain requted ffe2lasskiioation; 1. Gravel or slag at 400 lbs/sq or 300 lbs/sq, respectively, in a flood coat of approved asphalt at 60 lbs /sq. 2. Karnak 97 Fibrated Aluminum Asphalt Roof Coating ;x•A$ 59 tc re$' . • • • • Aluminum Roof Coating at 11/2 gal/sq. ' . • • ' • 3. Kokem Products Sunguard Acrylic Roof Coating at 1 gaf/s4. • • 4. Monsey Endure Aluminum Roof Coating, Weather Check or Pro -Grade Aluminum Roof Coating at 11/2 gal/sq. 5. Grundy al MB Aluminum Roof Coating at 1 -2 gal/sq. 6. Fields F350 Heat Shield Aluminum Coating or F630 Heat Shield Fibered Aluminum Coating at 11/2 gal/sq. Maximum Design Pressure: -60 psf; (See General limitation #7.) • • • • • • • •. • NOA No.: 03- 0915.05 Expiration Date: 09/13/06 Approval Date: 03/18/04 Page 34 of 45 • • • • • • • • • • •• •• • • •• Deck Type 1I: Wood, Insulated, New Construction Deck Description: 19/32i" or greater plywood or wood plank. • • .• • • • •• • ••• • • • • • •• • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • •• • • • • • • • • System Type D(3): All insulation layers are adhered, to a mechanically attached J)4 Sheet. Membrane is subsequently adhered to insulation. • • • • • • • • • • • • • • • .• • • • • • • •• ••• •• • • • • • • • • • • .• • • . , • • • • ••• •• All General and System Limitations apply. One or more layers of the following: Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density /ft Any approved Polyisocyanurate Minimum 1" thick N/A N/A Top Insulation Layer (Optional) Insulation Fasteners Fastener (Table 3) Density /ft Fesco Board Minimum 3 /4" thick N/A N/A High Density Wood Fiber Minimum W2" thick N/A N/A Dens Deck Minimum 1/4" thick N/A N/A Note: All insulation shall have preliminary attachment, prior to the installation of the roofing membrane at a minimum application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft., and four fasteners for any insulation board having no dimension greater than 8 ft. Base Sheet: Fastening Ply Sheet: Membrane: One ply of CertainTeed Glasbase, Polyglass Base, Elastobase, Firestone MB Base, JM Perma -Ply #28, Tamko Glass Base or GAFGLAS #75 fastened to the deck as described below: Attach base sheet using Buildex Roofgrip Fasteners and Flat Bottom Plates, Dekfast #14 with Hex Plates or Tru-Fast HD with MP -3 Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two equally spaced staggered rows in the center of the sheet. (Optional) One ply of Polyflex, Polybond, or Xtraflex torch applied or one ply of Elastobase, Modibase, Perma Ply No. 28, Elastoflex 56, Elastoflex V, or Elastoflex V 2.5 or one or more plies of Type IV or VI ply sheet adhered in full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs.sq. or Elastoflex SA V self - adhered. One ply of Polyflex, Polflex G, Polyflex G FR, Polybond, Polybond G, Xtraflex, Xtraflex G or Xtraflex G FR torch applied or one ply of Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS4 or Elastoshield TS4 FR torch or hot asphalt applied or one ply of Polyflex SA P FR, Polyflex SA P, Elastoflex SA P, Elastoflex SA -P FR or Elastoflex SA -V FR self - adhered. NOA No.: 03 0915.05 Expiration Date: 09 /13/06 Approval Date: 03/18/04 Page 35 of 45 • • • • • • • • • • • • • • • • • 411 Surfacing: Maximum Design Pressure: -52.5 psf; (See General limitation #7.) • ••• • • •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • ••• • • • • •• • • • •• • • • • • •• • • • • • •• • • • • • (Optional) Install one of the following to obtain requii'tdrui dassiL ticjn, • ' • ' 1. Gravel or slag at 400 lbs/sq or 300 lbs/sq, respectively, in a flood coat of approved asphalt at 60 lbs /sq. 2. Karnak 97 Fibrated Aluminum Asphalt Roof Coating (K•Asl:e$jos 1~> • • ; • . • • • • ••• • • Aluminum Roof Coating at 1'/z gal/sq. • ' • • • • • • 3. Kokem Products Sunguard Acrylic Roof Coating at 1 galrsq: : • • • 1 • • • •' 4. Mon Endure Aluminum Roof Coating, Weather Check or Pro -Grade Aluminum Roof Coating at 1 gal/sq. 5. Grundy al MB Aluminum Roof Coating at 1 -2 gal/sq. 6. Fields F350 Heat Shield Aluminum Coating or F630 Heat Shield Fibered Aluminum Coating at 11 gal/sq. NOA No.: 03- 0915.05 Expiration Date: 09 /13/06 Approval Date: 03/18/04 Page 36 of 45 ••• • • • • • ••• • • • • • •• • • • •• •• •. • • • • • • • • • • ••• • • • • • • • • • ••• • • • • • • • ▪ •• • • . •• • • • • ▪ • • • • • • ••• • • • • Deck Type 1: Wood, Non - Insulated, New Construction • • • • • • • • • Deck Description: 19 / 32 ° or greater plywood or wood plank. • • • ••• •• System Type E(1): Base sheet is mechanically attached to roof deck. ▪ •. . . • • • • • • •• • • • • • ••• •• All General and System Limitations apply. Base Sheet: One ply of ASTM D 2626 roofing felt fastened to the deck as described below: Fastening #1: Attach base sheet using 11 ga. annular ring shank and 1 -5/8" diameter tin caps spaced 4" o.c. in a min. 2" lap and 4" o.c. in two equally spaced staggered rows in the center of the sheet. (Meets —45 psf, See General Limitation #9) Fastening #2: Attach base sheet using Simplex Mega Cap -Nails spaced 6" o.c. in a min 2" lap and 9" o.c. in two equally spaced staggered rows in the center of the sheet. (Meets —45 psf, See General Limitation #9) Ply Sheet: (Optional) One ply of Elastoflex SA -V self - adhered. Membrane: One ply of Polyflex SA P FR, Polyflex SA P, Elastoflex SA P, Elastoflex SA -P FR or Elastoflex SA -V FR self- adhered. Surfacing: (Optional) Install one of the following to obtain required fire classification. 1. Gravel or slag at 400 lbs /sq or 300 lbs/sq, respectively, in a flood coat of approved asphalt at 601bs /sq. 2. Karnak 97 Fibrated Aluminum Asphalt Roof Coating or Asbestos Free Aluminum Roof Coating at 11/2 gal/sq. 3. Kokem Products Sunguard Acrylic Roof Coating at 1 gal/sq. 4. Monsey Endure Aluminum Roof Coating, Weather Check or Pro -Grade Aluminum Roof Coating at 1 gal/sq. 5. Grundy al MB Aluminum Roof Coating at 1 -2 gal/sq. 6. Fields F350 Heat Shield Aluminum Coating or F630 Heat Shield Fibered Aluminum Coating at 11/2 gal/sq. Maximum Design Pressure: See fastening options above. NOA No.: 03- 0915.05 Expiration Date: 09 /13/06 Approval Date: 03 /18/04 Page 37 of 45 Surfacing: Maximum Design Pressure: -45 psf (See General Limitation #9) • ..• • • • ..• • •. • • • •• •• • • • • • • • • • • • • • .•• • • • • • • • • • .. • • • • • ... • • • •• • . • • .. • • • • Deck Type 1: Wood, Non - Insulated, New Construction ▪ ' • • • Deck Description: 19 /32" or greater plywood or wood plank. .. • • • .. ..• .. System Type E(2): Base sheet is mechanically attached to roof deck. • • • • • • • . • All General and System Limitations apply. •• • • ' • • ••• • • Base Sheet: Two plies of ASTM D 2626 roofing felt fastened to the deck as described below: Fastening: Attach base sheet using 11 ga. annular ring shank and 1 -5/8" diameter tin caps spaced 9" o.c. in a min. 2" lap and 9" o.c. in two equally spaced staggered rows in the center of the sheet. Ply Sheet: (Optional) One ply of Elastoflex SA -V self - adhered. Membrane: One ply of Polyflex SA P FR, Polyflex SA P, Elastoflex SA P, Elastoflex SA -P FR or Elastoflex SA -V FR self- adhered. (Optional) Install one of the following to obtain required fire classification. 1. Gravel or slag at 400 lbs/sq or 300 lbs/sq, respectively, in a flood coat of approved asphalt at 60 lbs /sq. 2. Karnak 97 Fibrated Aluminum Asphalt Roof Coating or Asbestos Free Aluminum Roof Coating at 11/2 gal/sq. 3. Kokem Products Sunguard Acrylic Roof Coating at 1 gal/sq. 4. Monsey Endure Aluminum Roof Coating, Weather Check or Pro -Grade Aluminum Roof Coating at 11/2 gal/sq. 5. Grundy al MB Aluminum Roof Coating at 1 -2 gal/sq. 6. Fields F350 Heat Shield Aluminum Coating or F630 Heat Shield Fibered Aluminum Coating at 1 gal/sq. NOA No.: 03- 0915.05 Expiration Date: 09/13/06 Approval Date: 03 /18/04 Page 38 of 45 • . •• • • • . • . . • • • • • • • • • • • • • Deck Type 1: Wood, Non - Insulated, New Construction • Deck Description: 19 /32" or greater plywood or wood plank, fastened with wood cr . • • ew§ at y; o.c,... • • . • System Type E(3): Base sheet is mechanically attached to roof deck. .. • • • • • ••• •• All General and System Limitations apply. Base Sheet: One ply of Elastobase Poly /Sand, Sand/Sand fastened to the deck as described below: Fastening: Ply Sheet: Membrane: Surfacing: Attach base sheet using Buildex Roofgrip Fasteners and Flat Bottom Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two equally spaced staggered rows in the center of the sheet. (Optional) One ply of Polyflex, Polybond or Xtraflex torch applied or one ply of Elastobase, Modibase, Perma Ply No. 28, Elastoflex S6, Elastoflex V, or Elastoflex V 2.5 or one or more plies of Type IV or VI ply sheet adhered in full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs. /sq. or Elastoflex SA V self - adhered. One ply of Polyflex, Polflex G, Polyflex G FR, Polybond, Polybond G, Xtraflex, Xtraflex G or Xtraflex G FR torch applied or one ply of Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS4 or Elastoshield TS4 FR torch or hot asphalt applied or one ply of Polyflex SA P FR, Polyflex SA P, Elastoflex SA P, Elastoflex SA -P FR or Elastoflex SA -V FR self - adhered. (Optional) Install one of the following to obtain required fire classification. 1. Gravel or slag at 400 lbs/sq or 300 lbs/sq, respectively, in a flood coat of approved asphalt at 60 lbs/sq. 2. Karnak 97 Fibrated Aluminum Asphalt Roof Coating or Asbestos Free Aluminum Roof Coating at 11 gal/sq. 3. Kokem Products Sunguard Acrylic Roof Coating at 1 gal/sq. 4. Monsey Endure Aluminum Roof Coating, Weather Check or Pro -Grade Aluminum Roof Coating at 1'/z gal/sq. 5. Grundy al MB Aluminum Roof Coating at 1 -2 gal/sq. 6. Fields F350 Heat Shield Aluminum Coating or F630 Heat Shield Fibered Aluminum Coating at 11/2 gal/sq. Maximum Design Pressure: -60 psf; (See General limitation #7.) • • 000 • • • 000 • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • .•. • • 000 • • • NOA No.: 03- 0915.05 Expiration Date: 09/13/06 Approval Date: 03/18/04 Page 39 of 45 • •• • • • • • .• •• •. .. • • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • •• Deck Type 1: Wood, Non - Insulated, New Construction • • • • ' • •' • • • • • • Deck Description: 19 / 32 " or greater plywood or wood plank, fastened with 8d common nails at 4" o.c •• • . • • •• ••• •• System Type E(4): Base sheet is mechanically attached to roof deck. • • • • • •' • • • All General and System Limitations apply. Membrane: Surfacing: Maximum Design Pressure: -60 psf; (See General limitation #7.) .• • • Base Sheet: One ply of Elastobase Poly /Sand, Sand/Sand fastened to the deck as described below: Fastening: Attach base sheet using Buildex Roofgrip Fasteners and Flat Bottom Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two equally spaced staggered rows in the center of the sheet. Ply Sheet:. (Optional) One ply of Polyflex, Polybond or Xtraflex torch applied or one ply of Elastobase, Modibase, Perma Ply No. 28, Elastoflex S6, Elastoflex V, or Elastoflex V 2.5 or one or more plies of Type IV or VI ply sheet adhered in full mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bs. /sq. or Elastoflex SA V self - adhered. One ply of Polyflex, Polflex G, Polyflex G FR, Polybond, Polybond G, Xtraflex, Xtraflex G or Xtraflex G FR torch applied or one ply of Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS4 or Elastoshield TS4 FR torch or hot asphalt applied or one ply of Polyflex SA P FR, Polyflex SA P, Elastoflex SA P, Elastoflex SA -P FR or Elastoflex SA -V FR self- adhered. (Optional) Install one of the following to obtain required fire classification. 1. Gravel or slag at 400 lbs/sq or 300 lbs/sq, respectively, in a flood coat of approved asphalt at 60 lbs/sq. 2. Karnak 97 Fibrated Aluminum Asphalt Roof Coating or Asbestos Free Aluminum Roof Coating at 1 gal/sq. 3. Kokem Products Sunguard Acrylic Roof Coating at 1 gal/sq. 4. Monsey Endure Aluminum Roof Coating, Weather Check or Pro -Grade Aluminum Roof Coating at 1 gal/sq. 5. Grundy al MB Aluminum Roof Coating at 1 -2 gal/sq. 6. Fields F350 Heat Shield Aluminum Coating or F630 Heat Shield Fibered Aluminum Coating at 1 gal/sq. • • • • • ••. •• NOA No.: 03- 0915.05 Expiration Date: 09/13/06 Approval Date: 03/18/04 Page 40 of 45 4.. . .. • •• • • • • • • • • • • • .. • . . • • • • • • Deck Type 1: Wood, Non - Insulated, New Construction • • • • • • • • • • Deck Description: 19 / 3 2' or greater plywood or wood plank, fastened with wood: crew:at t". o.c, • • • System Type E(5): Base sheet is mechanically attached to roof deck. • • • • • • • • ••• •• All General and System Limitations apply. Base Sheet: Fastening: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: -60 psf; (See General limitation #7.) • • ..• • • • • •• •• • • • •• • • • • • • • . . • .• • • • • • • • • • • 000 . • • • • •• • • • One ply of CertainTeed Glasbase, Polyglass Base, Elastobase, Firestone MB Base, JM Perma -Ply #28, Tamko Glass Base or GAFGLAS #75 fastened to the deck as described below: Attach base sheet using 11 ga. annular ring shank and 1 -5/8" diameter tin caps spaced 8" o.c. in a 4" lap and 8" o.c. in two equally spaced staggered rows in the center of the sheet. (Optional) One ply of Elastobase, Modibase, Perma Ply No. 28, Elastoflex S6, Elastoflex V, Elastoflex V 2.5 or one or more plies of Type IV or VI ply sheet adhered in full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. or Elastoflex SA V self - adhered. One ply of Polyflex, Polflex G, Polyflex G FR, Polybond, Polybond G, Xtraflex, Xtraflex G or Xtraflex G FR torch applied or one ply of Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS4 or Elastoshield TS4 FR torch or hot asphalt applied or one ply of Polyflex SA P FR, Polyflex SA P, Elastoflex SA P, Elastoflex SA -P FR or Elastoflex SA -V FR self - adhered. (Optional) Install one of the following to obtain required fire classification. 1. Gravel or slag at 400 lbs/sq or 300 lbs/sq, respectively, in a flood coat of approved asphalt at 60 lbs /sq. 2. Karnak 97 Fibrated Aluminum Asphalt Roof Coating or Asbestos Free Aluminum Roof Coating at 11 gal/sq. 3. Kokem Products. Sunguard Acrylic Roof Coating at 1 gal/sq. 4. Monsey Endure Aluminum Roof Coating, Weather Check or Pro -Grade Aluminum Roof Coating at 1' gal/sq. 5. Grundy al MB Aluminum Roof Coating at 1 -2 gal/sq. 6. Fields F350 Heat Shield Aluminum Coating or F630 Heat Shield Fibered Aluminum Coating at 11/2 gal/sq. • • NOA No.: 03- 0915.05 Expiration Date: 09/13/06 Approval Date: 03/18/04 Page 41 of 45 All General and System Limitations apply. Base Sheet: Fastening: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: -60 psf; (See General limitation #7.) • ••• • • • ••• • •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Deck Type 1: Wood, Non - Insulated, New Construction • • • • • • • •' • • • . • • • Deck Description: 19 / 32 ° or greater plywood or wood plank, fastened with 8d common nails at 4" o.c •• • • • •• ••• •• • • • • • • • �• • • System Type E(6): Base sheet is mechanically attached to roof deck. • • • • •• • • • • • ••• •• One ply of CertainTeed Glasbase, Polyglass Base, Elastobase, Firestone MB Base, JM Perma -Ply #28, Tamko Glass Base or GAFGLAS #75 fastened to the deck as described below: Attach base sheet using 11 ga. annular ring shank and 1 -5/8" diameter tin caps spaced 8" o.c. in a 4" lap and 8" o.c. in two equally spaced staggered rows in the center of the sheet. (Optional) One ply of Elastobase, Modibase, Perma Ply No. 28, Elastoflex S6, Elastoflex V, Elastoflex V 2.5 or one or more plies of Type IV or VI ply sheet adhered in full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. or Elastoflex SA V self - adhered. One ply of Polyflex, Polflex G, Polyflex G FR, Polybond, Polybond G, Xtraflex, Xtraflex G or Xtraflex G FR torch applied or one ply of Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS4 or Elastoshield TS4 FR torch or hot asphalt applied or one ply of Polyflex SA P FR, Polyflex SA P, Elastoflex SA P, Elastoflex SA -P FR or Elastoflex SA -V FR self - adhered. (Optional) Install one of the following to obtain required fire classification. 1. Gravel or slag at 400 lbs/sq or 300 lbs/sq, respectively, in a flood coat of approved asphalt at 60 lbs /sq. 2. Karnak 97 Fibrated Aluminum Asphalt Roof Coating or Asbestos Free Aluminum Roof Coating at 1 gal/sq. 3. Kokem Products Sunguard Acrylic Roof Coating at 1 gal/sq. 4. Monsey Endure Aluminum Roof Coating, Weather Check or Pro -Grade Aluminum Roof Coating at 11/2 gal/sq. 5. Grundy al MB Aluminum Roof Coating at 1 -2 gal/sq. 6. Fields F350 Heat Shield Aluminum Coating or F630 Heat Shield Fibered Aluminum Coating at 1 gal/sq. NOA No.: 03- 0915.05 Expiration Date: 09 /13/06 Approval Date: 03/18/04 Page 42 of 45 4. Deck Type 1: Wood, Non - Insulated, New Construction Deck Description: 19 / 32 ° or greater plywood or wood plank. System Type E(7): Base sheet is mechanically attached to roof deck. All General and System Limitations apply. Base Sheet: Surfacing: Maximum Design Pressure: -52.5 psf; (See General limitation #7.). • • .• • • • • .•• • • • • .•• • • • • • • • • • • • • • • • • • • ..• • • • • • ..• • .. • • • • • • • • • • • • • • •. • • • • • .. • • • • • • • • • • •. • • • • .. • .• •.. • .. • • • • • • • • • • • • • • • • • • • • • • ••• •• One ply of CertainTeed Glasbase, Polyglass Base, Elastobase, Firestone MB Base, JM Perma -Ply #28, Tamko Glass Base or GAFGLAS #75 fastened to the deck as described below: Fastening #1: Attach base sheet using 11 ga. annular ring shank and 1 -5/8" diameter tin caps spaced 8" o.c. in a 4" lap and 8" o.c. in two equally spaced staggered rows in the center of the sheet. (Optional) Install one of the following to obtain required fire classification. 1. Gravel or slag at 400 lbs/sq or 300 lbs/sq, respectively, in a flood coat of approved asphalt at 60 lbs /sq. 2. Karnak 97 Fibrated Aluminum Asphalt Roof Coating or Asbestos Free Aluminum Roof Coating at 11 gal/sq. 3. Kokem Products Sunguard Acrylic Roof Coating at 1 gal/sq. 4. Monsey Endure Aluminum Roof Coating, Weather Check or Pro -Grade Aluminum Roof Coating at 11/2 gal/sq. 5. Grundy al MB Aluminum Roof Coating at 1 -2 gal/sq. 6. Fields F350 Heat Shield Aluminum Coating or F630 Heat Shield Fibered Aluminum Coating at 11 gal/sq. •• Fastening #2: Attach base sheet using Buildex Roofgrip Fasteners and Flat Bottom Plates, Dekfast #14 with Hex Plates or Tru -Fast HD with MP -3 Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two equally spaced staggered rows in the center of the sheet. Ply Sheet: (Optional) One ply of Elastobase, Modibase, Perma Ply No. 28, Elastoflex S6, Elastoflex V, Elastoflex V 2.5 or one or more plies of Type IV or VI ply sheet adhered in full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or Elastoflex SA V self - adhered. Membrane: One ply of Polyflex, Polflex G, Polyflex G FR, Polybond, Polybond G, Xtraflex, Xtraflex G or Xtraflex 0 FR torch applied or one ply of Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS4 or Elastoshield TS4 FR torch or hot asphalt applied or one ply of Polyflex SA P FR, Polyflex SA P, Elastoflex SA P, Elastoflex SA -P FR or Elastoflex SA -V FR self - adhered. NOA No.: 03- 0915.05 Expiration Date: 09/13/06 Approval Date: 03/18/04 Page 43 of 45 • Deck Type II: Deck Description: System Type: All General and System Limitations apply. Base Sheet: Ply Sheet: Membrane: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Wood, Non - Insulated 19 132" or greater plywood or wood plank. Must comply with Roof Assembly NOA. • • ••• •• •• • • • • • • • • • • • • • • • • • . • • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • •• •• • • • •• •• • • • • • •• • • • • • • • • • • • • • . ••• •• • • • •• • • • •• ••• ••• Tile underlayment, Base sheet is mechanically attached to rQAf d4cl. • : • • • • • • • • • • • • • • • ' • 1 • • • • • • • • • • One ply of ASTM D 226 Type II or ASTM D 2626 roofing felt fastened to the deck with a minimum 2" side lap and a minimum 6 "end lap. Base sheet may be applied at a right angle (90 to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the 2" side lap, and two 12" o.c. staggered rows along the center of the sheet. (Optional) One ply of Elastoflex SA -V self - adhered. One ply of Elastoflex SA -P FR or Elastoflex SA -V FR self - adhered. * Membrane may also be installed parallel to the slope of the roof (i.e. strapping). If membrane is strapped, then anchor sheet and ply sheet must also be strapped. Must comply with Tile System Fire Classification Must Comply with Roofing Application Standard RAS 118, RAS 119, RAS 120 NOA No.: 03- 0915.05 Expiration Date: 09 /13/06 Approval Date: 03/18/04 Page 44 of 45 • • ••• • • • ••• • • • • • • • •• •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • .•. • • • ••• • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • • • • • • • • • WOOD DECK SYSTEM LIMITATIONS: • •' • • • • • • • • • • • 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. •• • • • •• ••• •• • • ••• • • ••• :• '• GENERAL LIMITATIONS: • •• • • • • • ... .. 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each 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 Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofmg Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter 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 pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 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- 0915.05 Expiration Date: 09/13/06 Approval Date: 03/18/04 Page 45 of 45 Issue Date: 7/28/2006 Owner's Name: PEARL FINKELSTEIN Permit Type: Roof Work Classification: Roof - New Job Address: 444 101 Street NE Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL33138-0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 01/24/2007 Contractor(s) Phone ALL CLAIMS INSURANCE REPAIRS (954)923 -2333 Primary Contractor Yes Comments: RE -ROOF TILE Additional Information Type of Work: Re -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 - - - 1965 Phone: 1132060170461 Lot: PB: Total Square Feet: Total Valuation: Re • uired Ins • ections Tin Cap Hot Mop Tile In Progress Up Lift Report Final Roof 5135 $ 12,000.00 Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $7.20 $2.40 $375.00 $9.00 $9.38 $402.98 Invoice Number RF - 7 - 06 - 25725 Total: Amt Due $402.98 F M 31 MD 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 MAR 2 3 2007 Passed 07 74 Inspector Comments p Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 03/22/2007 Inspector: Grande, Claudio Owner: FINKELSTEIN, PEARL Job Address: 444 101 Street NE Miami Shores Village, FL Project: <NONE> Contractor: ALL CLAIMS INSURANCE REPAIRS Building Department Comments Thursday, March 22, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection .Number: INS P 86 Permit Number: RF -7 -06 -1965 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060170461 Lot: Phone: (954)923 -2333 Page 2 of 2 Bill To I PEARL FINKELSTEIN 444 NE 101 ST MIAMI, FL 33138 -2449 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Permit Type: 'Roof / Work Classification: Roof - New _J Date 03/06/2007 03/06/2007 Tuesday, March 6, 2007 Fee Name Revision Fee Scanning Fee Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: RF -3 -07 -27755 Invoice Date: March 06, 2007 Permit Number: RF -7 -06 -1965 Fee Type Calculated Calculated \ 6 00 Total Fees Due: $38.00 'a ° 15 rmo Fee Amount $35.00 $3.00 BUILDING �" `�' ` ' Permit No. CV 10 115 28 200'I PERMIT APPLICATION r ep - pp p aster Permit Nug (>(P / 4 6p6 FBC 2004 81Q; t Permit Type (circle): Building Electrical Plum jng Mechanical Owner's Name (Fee Simple Titleholder) —( v1 1L.e 1 5' ,/� L. oLviLQ one # City Olio wi i � ,( r,, State Tenant/Lessee Name Job Address (where the work is being done) FOLIO / PARCEL # Is Building Historically Designated YES Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: LAddition ['Alteration Describe Work: Submittal Fee $ Scanning $ Permit Fee $ Notary $ Training/Education Fee $ Radon $ Structural Review. $ Miam Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Owner's Address 1 "? t/ 04) (9 / 9/ / (f(t f o/ 51- NO Zip 3 31 3S Phone # City Miami Shores Village County Miami -Dade Zip Z.3 3 Contractor's Company Name (LLt. O,Q,(t,( /J O . �Q ,(/ P hone # Contractor's Address 3 /vv L S City kdrit (,t � State 9—j Qualif er Name K &,,� A,-. OM OYl. it State Certificate or Registration No. e 09 1 ( 61 ['New DPBR $ Zip Phone # c - ' , r 6 4 9 0 0 ' 6 Certificate of Competency No. Phone # Square / Linear Footage Of Work: ❑ Repair/Replace *************************************** Fe5************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 7 0 CCF $ Bond $ Code Enforcement $ Double Fee $ Technology Fee $ Zoning $ Total Fee Now Due $ q ri/ — - 49e 6D CO /CC See Reverse side — ❑ Demolition Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, 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 Signature Contractor Owner or Agent The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _ , by day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) My Commission Expires: Plans Examiner Engineer Zoning 1101.411INN Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Fd: Roof System Manufacturer: MON/ L I 'Et11g Notice of Acceptance Number: 02 0 T Minimum Design Wi d Pressures, If Applicable (From RAS 127 or2aiculations): Pmax1.: &' Pmax2: ►DO Pmax3: 1 ft8 28ZU Maximum Design Pressure 35 e7A (From the NOA Specific System): U ' + Method of Tile Attachment: FO SYS 1 Gi• Roof Slope: :12 Ridge Ventilation? K)A Section D Stee• Sloped Roof S eck Type: Sloped System Description WOOD rsMINArl.. 5/8" f'yINOC(b• •••• Type Underlayment: Insulation: Ni A • • Fire Barrier: ✓D A5T M .... • .. Al • Fastener Type & Spacing: dhesive Type: Type Cap Sheet: oofing Covering: Type & Size Drip dge: • •• • • • .. • • .. • • • • • • • • .... .. • ... • • .. .. • • • • .... N �Ar • • • • • • • ... • • • 1'M4 R :s.'i"o. G 6r. &' o . POAmn 5 Y51:M 0-f0 p ,4PEe.. OPAwl4 ocwJLi 5 X3' o1IUnt2W .: • • • • • • • M Required Moment Resistance* Mean Roof Height Roof Slope 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 • 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 04 7:12 24.4 25.9 27.1 28.2 • •••• • 30.0 • •' Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment -based tile systems, choose either Method 1 or 2. Compared the values for M with the values from M If the M values are greater than or equal to the M values for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment - Based Tile Per RAS 127" (1 x d . 2 4 _ 15' 5 ) - Mg: il= M�, 5.17 NOA M 35 ?+ (P :l0 x A . a4 ) - Mg: = M,;20.2.3 NOA M ,__ (P x 1 2 ' -� ) - Mg: = Mr3 2043 3 NOA M 3 g • Method 2 "Simplified Tile Calculations Per Table Below" 77 Required Moment of Resistance (M From Table Below 3 Z• 2 NOA M, 3 7 (P,:_ xl: _ = -xw:= )- W:_xcos 0: = x I: - =xw:= )- W:xcos 0: = xI: _-= xw:= )- W:_xcos 0: = F •• • • • • • •• `Must be used in conjunction with a list of moment -based tile systems en • roN� ra County Board of Rules and Appeals. • For Uplift -based tile systems use Method 3. Compared the values for F with tile Values fqr If the F values are greater than or equal to the F values for each area of the rogf, then tli, file attachment method is acceptable. • • • • • • • • Method 3 "Uplift -Based Tile Calculations Per RAS 127" • • • NOA F' NOA F' NOA F •• • • Where to Obtain Information Description Design Pressure Mean Roof Height Roof Slope Aerodynamic Multiplier Restoring Moment due to Gravity Attachment Resistance Required Moment Resistance Minimum Attachment Resistance Required Uplift Resistance Average Tile Weight Tile Dimensions Symbol P1 or P2 or P3 H 0 M,, M, M, F' F, I = length w = width Where to find RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Job Site Job Site NOA NOA NOA . Calculated NOA Calculated NOA NOA All calculations must be submitted to"the Building Official at the time of permit application. M I A M MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 135 NW 20 Street Boca Raton, FL 33431 DESCRIPTION: Mission `S' and Espanam Mission Concrete Roof Tile This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Frank Zuloaga, RRC MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this pEod>:ct 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 .Vek city $utiieane • Zone of the Florida Building Code. • •••• • • . . • • • • •••• • • •• LABELING: Each unit shall bear a permanent label with the manufacturer's name or Iogot state and• • • following statement: "Miami -Dade County Product Control Approved ", unless otherwise *IN hitrein. • RENEWAL of this NOA shall be considered after a renewal application has been filed and thete has begri p4• 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. NOA No.: 02- 1205.04 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 1 of 6 • • • ROOFING ASSEMBLY APPROVAL Category: Roofmg Sub - Category: Material: 1. SCOPE This renews a system using Monier Lifetile Mission `S' and EspanaTM Mission Concrete Roof Tile, as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications Monier Lifetile LLC Mission 'S' Tile Monier Lifetile LLC Espana Mission Tile Trim Pieces 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies High Profile Roofing Tiles Concrete 1= 16'h" w = 13" %2" thick L =17" W= 12 %2" thick 1= varies w = varies varying thickness Test Identifier 7161 -03 Appendix III 7161 -03 Appendix II PO402 Letter Dated Aug. 1, 1994 P0631 -01 Product Description PA 112 High profile, interlocking, one - piece, 'S' shaped, high - pressure extruded concrete•mf. • tile equipped with two nail•13ollss: For dyrect deck or battened nail -on, nwrtar set or : • .. • • adhesive set applications. • PA 112 High profile, interlocking, p ' piece, 'St • . • . shaped, high - pressure extruddt?Concreteroor tile equipped with two nail For directs • • deck or battened nail -on, mortar set or • • adhesive set applications. • • •••• PA 112 Accessory trim, concrete roof pieces for'1.. • at hips, rakes, ridges and va13ay terminations. . Manufactured for each tile profile.0 • • • Test Name/Report Date Static Uplift Testing Dec. 1991 PA 102 & PA 102(A) Wind Tunnel Testing Dec. 1991 PA 108(Nail -On) Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Wind Tunnel Testing Aug. 1994 PA 108 (Nail -On) Wind Tunnel Testing July 1994 PA 108 (Mortar Set) NOA No.: 02- 1205.04 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 2 of 6 Test Agency Professional Service Industries, 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. 3. LIMITATIONS Test Identifier IC- 1320 -94 25- 7688 -3 25- 7688 -10 25- 7688 -5 25- 7688 -4 520111 -3 520191 -2 -1 Calculations Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Test Name/Report Physical Properties PA 112 Static Uplift Testing PA 101 (Adhesive Set) PA 101 (Mortar Set) Static Uplift Testing PA 102 (3" Headlap, Nails, Direct Deck, New Construction) ❑ Static Uplift Testing PA 102 (4" Headlap, Nails, Clips) Static Uplift Testing PA 101 Aerodynamic Multiplier Two Patty Adhesive Set System 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 .... • • .. • • • • • Date Feb. 1995 June 1996 July 1996 June 1996 June 1996 Dec. 1998 March 1999 March 1999 April 1999 March 1995 February 016' • •••• •• April 196 • • Drecember 1996 .. • • • • • • • •• .. • • • • .. • • • •.•• • • • •••• • • • • test shall be performed Al: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. NOA No.: 02- 1205.04 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 3 of 6 • Table 4: Attachment Resistance Expressed as a Moment - Mt frft.lbJ •• • for Nail -On Systems ••.••' .•• Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Wet': (min. 1g/32" ' plywood)••: Battens . " ". ••• •• I • Monier Lifetile Mission 'S', Espana Mission Tile 2 -10d Ring Shank Nails 28.6 41.2 19.4 -' 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 .#8 Screw 20.7 20.7 18.1 2 .#8 Screws 43.2 43.2 29.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 Table 3: Restoring Moments due to Gravity - M (ft-Ibf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" Qx • greathg... Monier Lifetile Mission 'S', Espana Mission Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct • Deck,„„.. 7.83 • i attgns • :7,10 IZicgct • Deck.. 7.62 7.77 8.34 7.65 8.20 7.49 8.03 7.30 Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Mission 'S' 9.1 1.38 1.08 Espana'"' Mission Tile 9.79 1.42 1.03 Table 2: Aerodynamic Multipliers - X ft Tile A, (ft X (ft') Profile Batten Application Direct Deck Application Monier Lifetile Mission 'S' and Espana'"' 0.262 0.284 Mission Tile 4. INSTALLATION 4.1 Monier Lifetile Mission 'S' and EspanaTM Mission 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 • • • • NOA No.: 02- 1205.04 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 4 of 6 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Mission 'S', Espana Mission Tile Adhesive 29.3 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - M (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Mission 'S', Espana Mission Tile Polyfoam PolyPro 66.5' Polyfoam PolyProm' 38.7 3 Large paddy placement of 63grams of PolyPro M . 4 Medium paddy placement of 24grams of PolyProM. Table 5B: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems •••• Tile Profile Tile Application • AttScipti it Resistance .. : '..' . Monier Lifetile Mission 'S', Espana Mission Tile Mortar Set' ol.g • • • • •. • • • • • • . • Wm 5 Tile -Tits Roof Tile Mortar. • • .• .. .. • • • • .. • 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or 1ogo4.ar 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. • •• NOA No.: 02- 1205.04 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 5 of 6 • •• • • • •• .. • ••. • • • NAIL HOLES PROFILE DRAWINGS MONIER LIFETILE MISSION ` S ' CONCRETE ROOF TILE END OF THIS ACCEPTANCE • • • • • •• • •••• •• • • • • • • • • •••• • •• •• •• • MONIER LIFETILE ESPANATM MISSION CONCRETE ROOF TILE • • • •••• •••• • •• • • • • • • • •• • •• • • • • •• • • • • • •••• • • •• •••• • • • • ••• • • • NOA No.: 02- 1205.04 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 6 of 6 • • • • • • 02/27/2007 11:06 3057518579 MiAMI�DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) pRODuCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA Allied Plastics LTD. 6099 NW 53"' Street Coral Springs, FL 33067 ABC SUPPLY MIAMI PAGE 01 Scope: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed Da County � and Control l Division and accepted by the Board of Rules and Appeals (B ) to be used in Miami allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miarni -Dade County Product C oot of Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the 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 AIM may inuncdiatcly 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. The roduct roved as described herein, and has been designed to comply with the High Velocity Hine MIAMI -DADE COUNTY. FLORIDA t 'T RO -DARE FLAMER BUILDING 140 WEST FLAGLER STREET, SV1TE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 s p is app Zone of the Florida Building Code. • • • • • • DESCRIPTION: Plastic Domed Skylight with Polycarbanate Glazing. ricers No 3A • ./►Iiied APPROVAL DOCUMENT.': Drawing No. 0811, titled "APS Skylights l•p aepared sten bs►.4 h Plastics, dated 01/07/00 with no revisions bearing the Miami -Dade County Product Control Aane� • the Notice of Acceptance number and expiration date by the Miami -Dade County. � . . . . MISSILE IMPACT RATING: Large & Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's Hanle or 1oge,NIly, hate a; lta. following statement: "Miami -Dade County Product Control Approved ", unless otherwise ntited'ltercin anttite• dome shall be properly marked by G.E. Plastics. RENEWAL of this NOA shall be considered after a renewal application has been filed an therchas b •dd . change in the applicable building code negatively affecting the performance of Ibis product: • . • • • • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or chatkLinlhe 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 # 99 - 1210.01 & consists of this page 1 & approval document mentioned above The submitted documentation was reviewed by Candido F. Font, P.E. NOA No 03- 0123.02 )expiration Date: 02/27/2008 Approval Date: 04/10/2003 e 1 • • • • • • • •• • • • • • 02/27/2007 11:06 3057518579 Allied Plastics LTD. TICE A. DRAWINGS prepared by Herbert 1. Drawing No. 0811, sheet # 3A of 1, titled "APS Skylights ", prep y S. Sa fiir., dated 01 /07 /00, with no revision, signed and sealed by H. S. Sa£1ir, P.E. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Load Test and Uniform Static air Pressure Test on "Self Flashing Plastic Dome Skylight ", Model DSF5280", prepared by Miami Testing Laboratory, report No. 16518 issued on 06/01/95 and reissued on 02/23/96, signed and sealed by D. G. Ober, F.E. C. CALCULATIONS N/A D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 00-0718,01 issued to General Electric Plastics on .... 09/07/00, expiring on 07/17/03. • • • • • • • • • •• E. STATEMENTS E: ABC SUPPLY MIAMI 0 (For File ONLY. Not part ofNOA) • • 1. No change letter issued by The Allied Group, on 01/14/2000, sit by i 1e 1Wd . Allied Plastics Ltd. • • • 2. Manufacturer / Distributor Agreement issued by Allied Plastics•Cda & A1J 4 • Plastics Miami, notarized by R. M. Pereira on 01/10/97 & Joyci4.4oberts on 01/31/97. • • •••• • 3. No change letter issued by Allied Plastics without date, signed $y B' firuhrre Ei Candido F, Foot, P. E. Product Control EzaMtner NOA No 03- 0123.02 Expiration Date: 02/27/200S Approval Date: 04/10 /2003 PAGE 02 • • • • •• • • • Pertoallamea jx .15IM t.—. Mt .t AQ.v 1 al WittaremotolavcJama max mist ant . '..00 Fat I..CI wa MUSa•0a,KU ul 11 I J CUM Dtt MW 9M111 sae t• SCOW sosac ge5r pm es anon a MU. Mans aw ' MI. MI. a .w. 1 m M. rat ruse alatlaa an smmooloormarr l.lBM.•alOg.m..l mog.ab4ata. 'KM •a! MOM { toes. Iap•• ISOMETRIC VIEW Ear. ...11114•14 • ram momasammear SECTION . Mme. M a. c ...w a.2101 .tw er. mom Os Ms - �u imam 11.• Melm t• lag lat R.5100 Mtge SA lm tl9a0011 • 171ID A smoiC man' So tom arla acoeux CM! �� •Ai a.1i .a •4.1.131.14311.0 —� moommorlowes 1�:.' RAMA • ••• • • • • • • • • • •• • •s • a • ••• • • • • • • • • • • • • • • • • • • • • • • • • • SKYLIGHT SPECIFICATIONS Ita,.fMU11 VP .1. worm' lrt imrwq lmt rtr.tt ♦I •4 0I w R11lry rlJ�er1A -W Ors ".I Yf^ k 1.7W t. aX fWY/.liNw. - a w.e.an n..1al ataa pro 1.000. al 1 m00 .ltl.. ]e rtia. tollo 1114. ll@ =.r iiwl1. mow I ars fr. M 71"4...1.1 .f•. lIn l.• >r. is 013. . ltf.f. Mo a »q r 1 »n so.s. o.bll w t! ea m btl ta.e+m •• • •• • • • • • • • • • • • • •- • /NAlo • •• • • • •• •• • • • • • • • • • •• • •• • • • • • •• PI AN - ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• • • ••• • • • • • • :r • • • • GEPAERAL NOTES 1. all MIl1MM. n.. Iat1.t9• J.0 mom 1• Ma oMta..• b 0. Mb ...ta aW" al. ..l u a.Ol -ii Sal rm ma u 8.1.11. b u• rat • a.m. MM., Ms .w a.au .I.r•laa L »...a. < ram Tear. salon .10 ..t ar -" bt. 0.001 ..•atr awe Ma 1A. Mlraaa.. s tat wa 1■41 [Mr M. It1 t" t O 1171 ww 1ma ..1a mum Jyt r wlt - a Mar 10.0.0 at a It MILS n.sv+. os MM. n.n1.1 ao a. a 1oa — .wart" ma Ms. Mt T. MO aa11 am W h tlt7 atn4. %t On.>bw 414.14 M. 1. r M. MM a..r i. allot q91.. ralra Moslem 11- 10. PQt' rcT P.915551D vim,,; �irthila Aal3Ts 0� 4tc r.!:•: •!tL AMMO as MILIAN TRIM ME 3011H FLORIDA e1IZ416 COSE a�r< Zoo COMM RaiDUCT mum aJP:aae Lent COAEPtiRCE eiirc acgpa 110. Q?' /Zia -O/ ORMNF AILMEER 081 AP$ 90LIGHTS AWE() - PIAST/CS • WESTON, ONTARIO . -_ H URT a. 9APFIR comm.:nag OM MOMS .au M.a. .. .da RE -ROOF TILE FEB 22MoN Passed i 7 9 Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 02/2212007 Inspector: Grande, Claudio Owner: FINKELSTEIN, PEARL Job Address: 444 101 Street NE Project: <NONE> Miami Shores Village, FL Contractor: ALL CLAIMS INSURANCE REPAIRS Building Department Comments Wednesday, February 21, 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 Parcel Number 1132060170461 Lot: Phone: (954)923 -2333 Page 1 of 1 inspection Number.'NSP -22983 .k.,.. Inspection Date: 08/11/2006 Inspector: Grande, Claudio Owner: FINKELSTEIN, PEARL Job Address: 444 101 Street NE Miami Shores Village, FL Project: <NONE> Contractor: ALL CLAIMS INSURANCE REPAIRS Building Department Comments Thursday, August 10, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: RF -7-06 -1965 Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1132060170461 Lot: Phone: (954)923 -2333 Page 2 of 2 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until inspection Number.'NSP -22983 .k.,.. Inspection Date: 08/11/2006 Inspector: Grande, Claudio Owner: FINKELSTEIN, PEARL Job Address: 444 101 Street NE Miami Shores Village, FL Project: <NONE> Contractor: ALL CLAIMS INSURANCE REPAIRS Building Department Comments Thursday, August 10, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: RF -7-06 -1965 Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1132060170461 Lot: Phone: (954)923 -2333 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 Number: INSP- 22982 Permit Number: RF -7 -06 -1965 Inspection Date: 08/10/2006 Inspector: Grande, Claudio Owner: FINKELSTEIN, PEARL Job Address: 444 101 Street NE Miami Shores Village, FL Project: <NONE> Building Department Comments Wednesday, August 9, 2006 11l Contractor: ALL CLAIMS INSURANCE REPAIRS Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132060170461 Lot: Phone: (954)923 -2333 Page 2 of 2 Infractio Passed Comments TIN CAP SPACEING True 4 6 gfr Passed C1/ Inspector Comments 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 Number: INSP- 22982 Permit Number: RF -7 -06 -1965 Inspection Date: 08/10/2006 Inspector: Grande, Claudio Owner: FINKELSTEIN, PEARL Job Address: 444 101 Street NE Miami Shores Village, FL Project: <NONE> Building Department Comments Wednesday, August 9, 2006 11l Contractor: ALL CLAIMS INSURANCE REPAIRS Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132060170461 Lot: Phone: (954)923 -2333 Page 2 of 2 BUILDING PERMIT APPLICATIO FBC 2004 7 67 . . -- ! AGO L B Y: _l 1MCC Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) '�.�L. - rt L. SST Phone # ee Owner's Address / 44 /`Q,g 10 I. 5T 2 .e City M i g m i 5 hors State .1__. Zip 33138 Tenant/Lessee Name Phone # Job Address (where the work is being done) 444 (o t 5 of t City Miami Shores Village County Miami -Dade FOLIO / PARCEL# (! 320 COO J` 01 Is Building Historically Designated YES NO X Contractor's Company Name -A 1 1 c(ct I NI 5 I 05 NC.0 Contractor's Address i'JE' 1 e, City State Ft Zip 3 / Ov C f Qualifier Namerl ( 7,1 CU✓m to Phone # 9 5 E 00 (� State Certificate or Registration No. CC 05 � 0 387 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ /2 / 000 Type of Work: ❑Addition ❑Alteration ❑New Describe Work: g —ISO Cdr- 17 (e Notary $ Scanning $ ******** * * * * * * * * * * * * * * * * * * * ** * * ** * * * * ** Fees************, * * * * * * * * * * * * * * ** * * * * * * * * * * ** * ** Submittal Fee $ Permit Fee $ ,S �o� Training/Education Fee $ Radon $ DPBR $ Bond $ Code Enforcement $ Structural Review. $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Adv■coAvAc,,.. `7 ( .07 loco ogcluA Un6 (38 /o A Permit No \V CA) Master Permit No. Zip 331'36 Phone it C i 5 4 4 570 - 14000 Square / Linear Footage Of Work: 5, ) 35 ST . Double Fee $ R epair/Replace CCF $ CO /CC ❑ Demolition Technology Fee $ Zoning $ Total Fee Now Due $ See Reverse side -4 Signature o ow ( nom Owner or Agent The foregoing instrument was acknowledged before me this0 day o ...� (° b "- , who is 6 on v own to me or o has produced Sign: Print: C sstine Anne Vauf s identification and who did take an oath. NOTAR PUBLIC: Sig Print: : a My Commission'Ac 17:1 ommission # DD326( <. s�:, a Expires April 8, 2008 My Commi 7 11 �e G t o v *** * * * * * * * * *,t ** * +,v,v4, 6 *' *d *T`';tiF0* *47 "'t , • 2 * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** APPLICATION APPROVED BY: (Revised 02/08/06) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mottg'agetei der's Name (if applicable) Mortger�de 4d ag�2 . re s' `z' City State Zip et 1" � l1 � Application is hereby made to obtain a permit to do the workAand stallatib 'sJts' 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 VOR 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. Contractor The foregoing instrument was acknowled ed befor one thisdv day o , 20 , by who • personally known tom . r who has produced as identification and who did take an oath. S ires April 8, 2008 ndod Troy Foln • Ineuronco, Inc. 800.388.7019 * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Zoning Plans Examiner Engineer A RECORDED COPYiNTUST BE POSTED ON THE JOB SITE AT TUIE OF FIRST INSPECTION PERA•IIT NO. V Yj��6 - I l6S TAX FOLIO NO. 1 l -372 t) - - 0 1 7 ) STATE OF FLORIDA COUNTY OF 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: AMO Pi. Of miClrni ,NiQ j . `jEG 4 Pe Js - - I1 FL. 3 31 3 L O fi 510& 17 , t,i< q0. '144 Are" O/ ST' 2. Description of improvement: ) -cJF. 3. Owner (s) name and address: 049/1il (. 414 NC 101 5T - m i cm) s hbg .LF. 3306 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: -All C /airn 5 1 Oa/010E 1 3 Zo f\iE 1 5T AvE kicallc idc( STATE OF ftt3Rf0 5. Surety: (Payment bond required by owner from contractor, if any) IHERE �Fk�IFYt Jus4 tFls� Name and address: orfginsJ filer thi3 ems art, Amount of bond: $ ..erurc .� hcd2r>t1i..' 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a) 7., Florida Statutes: Name and address: 8.In addition to himself, Owner designates the following person (s) to receive a copy of the Lienor's Notice as provided in Section 713. 13 (1) (b) 7., Florida Statutes: Name and address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner Print Owner's Name DCQ'J eL 11� Sworn to and s bs�' oed before me thi Notary Publ Print Notary's Name 6 My Commission Expi NOTICE OF COMMENCEMENT t` tb »pl 11 0D326004 Expires April 8, 2908 Oonded Troy Fein - Insurance, inc. 800-385-7019 2oo 6 CFN 200680620460 OR Bk 24605 Ps 4490E (tae) RECORDED 06/08/2006 09 :41313 HARVEY RUVIFlr CLERK OF COURT MIAMI —DADE COUI'ITYr FLORIDA LAST PAGE Prepared by: t fl /1-C rice. Address: 32_0 Nli / ST AC - - ) c'//O7cdC* 7- 33609" 1111111111111111111111111 1!11III11111IIll111I Fenn IM Master Permit No. ❑' Low Slope ❑ Asphaltic Shingles Low Slope Roof Area (SF) Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Section A (General Informati Contractor's Name Ai) G1c1 /N!5 INSLAZANCe _ Job Address 444 / ve 101 51R "T 3/4\(li. M `, O Mechanically Fastened Tile ❑ P ;etal Panel /Shingles C. Prescriptive BUR -RAS 150 ROOF CATEGORY ROOF TYPE Process No. Mortar /Adhesive ?.„s,G3 ❑ Wood Shingles /Sha ❑ New Roof Re- Roofing .. Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) • Total (SF) b s Sr 5,1355E 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. 7 .i.� ..... _y.1 • 1. tTt. . rr 1,� ' . z7, 31,37 HIGH VELOCITY HURRICANE ZONES R SECTION 1524 EQUIRED 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 govem 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. Pr 1. Aesthetics - Workmanship :.The workmanship provisions of Chapter 15 are for the purpose of providing that the roofing system meets the wind resistta ce w ter intrusion Zone) 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. f ■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). D P 3. Common Roofs: Common roofs are those which have no visible delineation units (Le. 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. I Exposed, 4. Exposed Ceilings: sewed from below. The ownerr may wish o ntain chto t al appearan e, the roof eefo decki o g can be of fing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code�provid s the option of maintaining this appearance. _5. Ponding Water. The current roof system and/or deck of the buildin g may not drain well and 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. E 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. _7. Ventilation: Most roof structures should have some ability to vent natural airflow through the structural assembly (the building itself). The existing amount of attic ventilation shall not be reuc de It may be beneficial t� consider additional venting which can result in extending the service life of the roof. l/c(Ati,& Owner's /Agent's ignature 4-14 N 10 I sr • Property Address Permit Number Rev :1/20/2005, Computer Service$ Building Department 09 / Qp /. Date ontractor's Signature ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Roof System Manufacturer: Notice of Acceptance Number: 0- - 03j0 Q, Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): 4 (6 P2: _IL C & P3: `1C C& FOR Maximum Design Pressure (From the Product Approval Specific System): 4 5 BY: Roof Slope: 3 : 121 L Ridge Ventilation? Nlf�- Mean Roof Height: /67p"J -- L- Steep Sloped Roof System Description \ \ Deck Type: 1 won? NoM I f \AC, i \\ Type Underlayment: L ▪ • 4:0 r .•. 4••a. -- �-- \ Insulation: 1 a/A- • • • • I • • •S • L .. c Fire Barrier: Fastener Type & Spacing: j1 i /.¢ 5 c � , • . � a 4.4 � Adhesive Type: 1 F04.A1 5475 Type Cap Sheet: pa42e4e__ Type & Size Drip N Edge: 1 1 (\ 1 • • .•.. • • • Roof Covering: 1 Bc---92M0DA- �C • 15.34 Form AB -326 ( Pane 6 of 7) New 10/13/05 Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) FLORIDA BUILDING CODE — BUILDING EVMTI 7 206 • • • • • • • • Where to Obtain Information • 15' Description Symbol Where to find • •••• 11 •••• Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE basod•r AKE 7 • • • • • • 41 Mean Roof Height H Job Site •• 1 Roof Slope B Job Site 4:12 30.4 Aerodynamic Multiplier 1 Product Approval 37.3 5:12 Restoring Moment due to Gravity M Product Approval 32.8 34.9 Attachment Resistance M1 Product Approval 29.4 30.5 Required Moment Resistance M Calculated 25.9 27.1 Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submit ed to the building official at the time of permit application. M required Moment Resistance' Mean Roof Height -> Roof Slope i 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 (/\((_ sp 1 %5 Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) ROOF ASSEMBLIES AND ROOFTOP STRUCTURES For Moment based tile systems, choose either Method I or 2. Compare the values for M with the values from M If the M values arc greater than or equal to the M values, for each area of the roof, then the tile attachment method is acceptable. , Method 1 "Moment Based � Tile f Calculations Per RAS 127" (pt: 4 /�/ 7 Px •' = 0 1) - M 10 ` ! /= M Z. L2 . Product Approval Mr �, (P { l%lr! x l •ice J� =1q.0 /) - Mg: � b.9 = M � � � Product Approval M / 2.i (Pa: x X ,113 1 = ���� ) - M 7 / = M ✓ 2 0 Product Approval M1 Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below lz _ 2- Product Approval M (P x L (P x L (P1: x L = xw:= ) -W: x cos 9 =F _ x w: = ) . W: x cos 0 = Fa = xw:= ) -W: x cos =F Method 3 "Moment Based Tile Calculations Per RAS 127" 'Must be used in conjunction w th a list of moment based tile systems endor ed by the Broward County Board of Rules and Appeals. •••• For Uplift based tilt systems use Method 3. Compared the values for F' with the values for Fr.11the F' values are greaterrhan oriqual to the tyrips• for each arca of the roof, then the tile attachment method is acceptable. • • • • • • • • • • • • • • • Product Approval F' Product Approval C• t _ Product Approval : • • 4 s • •• •• • • • • • • • •• ••• • • • • • • • •• • • • • • FLORIDA BUILDING CODE - BUILDING 15.35 • Form AB -326 ( Page 7 of 7) New 10/13/05 MIAMI•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Entegra Sales, Inc. 819 N. Federal Highway, Suite 300 Stuart, FL. 34994 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 Flarida$uildine Code including the High Velocity Hurricane Zone. DESCRIPTION: Bermuda Concrete Flat Roof Tile MIAMJ -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildinecodeonline.com • NOA No. 06- 0310.06 Expiration Date: 06/07/11 Approval Date: 05/25/06 Page 1 of 6 .. • .... .• . . • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, !ity,'s. .. tate and • . . following statement: "Miami -Dade County Product Control Approved ", unless otherwise n••••• o �ed�lierein. • • 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 rewsioo oar changg}l fhe materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of afly. • 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 # 01- 0417.09 and consists of pages 1 through 6 The submitted documentation was reviewed by Alex Tigera. ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tiles Concrete 1. SCOPE This revises a roofing system using Entegra Flat Concrete Roof Tile, as manufactured Entegra Roof Tile Corporation described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications Entegra Flat Tile Trim Pieces 2.1 Product I = 16" TAS 112 Flat profile, interlocking, high pressure w = 10" extruded concrete roof tile equipped with 1-1/4" thick two nail holes. For direct deck or batten nail on, mortar or adhesive set applications. 0 • "" • •1= varies TAS 112 Accessory trim, concrete ioofpieces for tse w = varies at hips, rakes, ridges and /alley.. • • varying thickness terminations. Manufacture4, j each tile . Test Product Dimensions Specifications Description Rainproof lI 30" x 75' roll TAS 104 Single ply, nail -on 36" x 75' roll underlayment with or 2" self - adhering top 60" x 75' roll edge. Ice and Water 36" x 75' roll TAS 103 Self - adhering Shield underlayment Product Description profile. ❑ • • • • .. • • • • •••• • COMPONENTS OR PRODUCTS MANUFACTURED BY OTjfE#tS • • • • •• •• •• • . �Manufacture�, • • • • • .. • •••• Protect- O- Wi'ap,' Inc. (with current NOA) W.R. Grace Co. (with current NOA) NOA No. 06- 0310.06 Expiration Date: 06 /07/11 Approval Date: 05/25/06 Page 2 of 6 • • • • • . Tile Nails Tile Screws Roof Tile Mortar ("BONSAL® Roof Tile Mortar Mix") Product Dimensions Wood Battens Roof Tile Mortar ( "TileTiteTM ") Roof Tile Mortar ( "Quikrete® Roof Tile Mortar #1140 ") Vertical Min. 1 "x 4" Horizontal Min. 1 "x 4" for use with vertical battens or Min. 1"x 2" for use alone Min. 10dx 3" #8x 2 1/2" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. N/A N/A N/A Roof Tile Adhesive N/A ( "Polypro® AH160 ") Roof Tile Adhesive Factory premixed TileBond canisters Test Specifications Wood Preservers Institute LP — 2 TAS 114 Appendix E TAS 114 Appendix E TAS 123 TAS 123 TAS 123 See PCA See PCA Product Description Manufacturer Salt pressure treated generic or decay resistant lumber battens Corrosion resistant screw or smooth shank nails Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Two component polyurethane adhesive designed for adhesive set roof tile applications. Single component polyurethane foam roof tile adhesive • • • generic generic Bermuda Roof Company, Inc. with current PCA •••••• •• • •litiikre to • • Construction • •••_••• •. • • he ucts with • • j rent PC.t • • •••• • •. •W. R. Bonsai fb • with current PCA • • • •..• • • • •.•• • • PoTyfoam Prodtc, • Inc. Flexible Products (with current NOA) NOA No. 06- 0310.06 Expiration Date: 06/07/11 Approval Date: 05/25/06 Page 3 of 6 • Table 1: Aerodynamic Multipliers - X (ft • • • • • • • Tile Profile a, (ft) Direct Deck Application . X (f t) •••• Direct L eck A plicAtiorr' Entegra Flat Tile 0.189 • •010 _ •• • • • • Hurricane Clip & Fasteners 3. LIMITATIONS 4. Product Dimensions Clips Min. ' /s" width Min. 0.060" thick Clip Fasteners Min. 8d x 1 1 /4" 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments 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. .... • • • • •••• ,ij 4.1.1 Entegra `Flat' Concrete Roof Tile and its components shall be t4led ip .4t r iicc INSTALLATION compliance with Miami Dade County Roofing Application Standard M$ •.18, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Test Specifications TAS 114 Appendix E Product Description Manufacturer Corrosion resistant Generic clips with corrosion resistant nails. • • • .•• • .• • • • • • .. ••• • • • • . NOA No. 06- 0310.06 Expiration Date: 06/07/11 Approval Date: 05/25/06 Page 4 of 6 • Table 4: Attachment Resistance Expressed as for Two Patty Adhesive Set Systems a Moment M (ft-it - r : - • • • • • • • • Minimum AttaclimentfiesistarrA • 1 Tile Profile Tile Application Entegra Flat Tile Adhesive 31.9 • . •• • • • , • 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. 1 ante 2: Restoring Moments due to Gravity - M (ft Tile Profile 3 ":12" 4 "•12" 5 ":12" 6 ":12" 7 ":12" or greater Entegra Flat Tile Battens . Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.53 6.97 6.43 6.86 6.29 6.71 6.14 6.54 5.97 N/A Table 3: Attachment Resistance Expressed for Nail -On Systems Direct Deck (min 15/32" plywood) as a Moment - M, (ft-Ibf) Tile Profile Entegra Flat Tile Fastener Type 2 -10d Ring Shank Nails 1 -10d Smooth or Screw Shank Nail 2 -10d Smooth or Screw Shank Nails 1 #8 Screw 2 #8 Screw 1 -10d Smooth or Screw Shank Nail (Field Clip) 1 -10d Smooth or Screw Shank Nail (Eave Clip) 2 -10d Smooth or Screw Shank Nails (Field Clip) 2 -10d Smooth or Screw Shank Nails (Eave Clip) 30.9 7.3 14.0 30.8 51.7 24.3 19.0 35.5 31.9 Direct Deck (min. 19/32" plywood) 38.1 9.8 18.8 30.8 51.7 24.3 19.0 35.5 31.9 Battens 17.2 4.9 7.4 18.2 24.4 24.2 22.1 34.8 • 32.2• . • •••• • •. • ..• • • 65.5 •••i•• 48.3 •• 1 Installation with a 4° tile headlap and fastemers are located a min. of 21/2u from head of tile. 2 -10d Ring Shank Nails' 50.3 • .••• • . ... • .. • • • • • •• NOA No. 06- 0310.06 Expiration Date: 06/07/11 Approval Date: 05/25/06 Page 5 of 6 Table 4A: Attachment Resistance Expressed as a Moment - M (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Entegra Flat Tile PolyProTM 118.9 PolyProTM 40.4' 4 Large paddy placement of 45 grams of PoIyProTM. 5 Medium paddy placement of 24 grams of PoIyProTM 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. I 1 -1/4' • -f-- 0000 10' 0000 •• • • • • • • • •••• • •• PROFILE DRAWING ENTEGRA "FLAT" CONCRETE ROOF TILE 16' • 16' • • • • • END OF THIS ACCEPTANCE • • •• •. • ..• • • •••• • • • • •••• • • • .. • ••• • • • •• .0000 • • • 00 0 NOA No. 06- 0310.06 Expiration Date: 06/07/11 Approval Date: 05/25/06 Page 6 of 6 • • • • • • • • • MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code: This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 • • .... • . • • • •. • • •.• • RENEWAL of this NOA shall be considered after a renewal application has been filed arty gyre has been nb• 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 changgin jhe materials, use, and/or manufacture of the product or process. Misuse of this NOA as an encore dent of any • • product, for sales, advertising or any other purposes shall automatically terminate this N04.,g4 a 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, end follavri, by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, the? it sliall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by Jorge L. Acebo. 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 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 PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Polypro® AH 160 Foampro® RTFI000 ProPack® 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: • • .... list moment Miami-Dade Control resistance values with the use of Polypro A Assembly H160 roof t a adhesive. a curfan e tNdA wh�eh .: PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Roofing Roof tile adhesive Polyurethane Specifications N/A TAS 101 N/A N/A Test Results .. ..' ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment • • •• • • • • •• • 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 +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158 100% Humidity, 2 weeks 86% • • • • • • .. •• • Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 •••• • • •. • • • • •• ••• • .. •• • •••• • • •••• •••• • •• • EVIDENCE SUBMITTED: Test Ageney Test Identifier Test Name/Renort Center for Applied Engineering #94 -060 Date TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 Miles Laboratories 25-7492 SSTD 11 -93 12/12/95 Polymers Division NB-589 -631 ASTM D 1623 02/01/94 Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01 -6743 -011 ASTM E 108 11/16/94 Trinity Engineering 01- 6739- 062b[1] ASTM E 84 ty gineering 7050.02.96 -1 01/16/95 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 • 520109 -7 •••• • • • • 520191 -1 TAS 101 •••• • 03/02/99 • • • 520109 -2 -1 • •••w •• • • • • • • • • LINIITATIONS: •••• •' ••• • • 1. Fire • classification is not part of this acceptance. Refer to the Prepared Roof Tile Asketiobi • for • fire • • •• •• •• rating. • • • • •••• • • 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. • • • • • • • . . .. •••• • • • •• • 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. / W p=-. ' MS 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® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with a Plac • • • • Details' herein. Each generic tile profile requires the specific placement noted he t i . • • Tile Profile Flat, Low, High Profiles High Profile (2 Piece Barrel) Flat, Low, High Profiles Flat, Low, High Profiles Table 1: Adhesive Placement For Each Generic Tile Profile • Placement Detail #1 #1 #2 #3 Single Paddy Weight Min. (grams) 35 17 /side on cap and 34 /pan 24 Two Py.Weigh; per padd•1r'Iin. • (g hn 1 /A . • . • • 8 .. • N/A LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 • .. J • • •. . . .... • • • •. • ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Place enough adhesive to achieve 17 to 23 Uptional2x4's for square Inches In contact with the pan Me steep P apP -aUons 2) rum covers upside down. Place adhesive 1/2 1n To 1 in. From outside edge of cover Ule. Then install the tile. Remov top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave 6ne, •• • •••• Nall through plastic cement Underlayment 10 In. Eave Course Eave course only Keep adhesive approx. 4 fn. up from weepholes Paddy Beneath T0a) NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 Nail through plastic cement Underlayment Eave Course Eave Closure Paddy (Beneath Tile) Nall through plastic cement Underlayment ' 1 ° 71n. min. 1 ° Eave Course Paddy (Beneath Tile) Fasda Weephole Eave closure Drip edge • • •••• ••• • • • • • ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY • • • • • •• • • •••• • • •••• • • • • •• NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 • •• • • • • • •• ••• • • • •• • • • • • • •••• • • • • •••• • • • •• • •••• • • • • • • • • • • • • • • • • Paddy (between tile) Paddy (under tile) Eave course 2 in. X 7 in. medmm she paddy eave Fascia ' course only Nail through plastic cement Single paddy on top of tile Eave Course Single paddy under tile Eave Closure 2 in. x 71n. medium size paddy eave course only Fascia Nail through plastic cement 41n. In. I x3in. Single paddy on under - layment Single paddy on top of tile Single paddy under tile ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Underlayment . .. 26 3 / 41n. Single paddy on under - layment Single paddy on top of tile Eave Course END OF THIS ACCEPTANCE Single paddy under tile Single paddy between tile 2 in. x 7 in. medium she paddy eave course only • • • • •• • • ••• • • • •••• • • •• •• • • • • • • • • • • •• • •••• • • • •••• ••• • •• NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 • •• • • • • • .• ••• • • • •• • •••• • • •••• •••• • • • •• • • • • • • • • • • • • • •• • • A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 1l -5020(0 - 017 f0) STATE OF FLORIDA COUNTY OF 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: AM Q PL. of mo i - c e S . 5E 4 Pe °19 Loft s eq.'7 I ,K qO• 144 N1✓ /0/ sT' Mani srrtS, FL- 3 2. Description of improvement: 3. Owner (s) name and address: 17AN161. 41 NC 101 57 mi cam,) 5 tiOg 3306 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: -A /f C IQ /rn S 320 E /s 4UF. UIIo''n • A_ IHER@L`!CE T Yt tird:is-at* odglnal lithisavert YVITNES I1ARYEY O ;e dty of ar old a r e 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond: $ 6. Lender's name and address: Name and address: NOTICE OF COMMENCEMENT. 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: 8.In addition to himself, Owner designates the following person (s) to receive a copy of the Lienor's Notice as provided in Section 713. 13 (1) (b) 7., 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) Sworn to and s Signature of Owner Print Owner's Name v DOMtt. F ( /�.fi L reid Prepared by: ni/1- 1JcL frDca • 20d 6 ed before me th d Large .46.41 ! !%_ � '.. t. 0 iJC r ,k My Commission Expi "' • •sg D©mrisginn # DD326004 ,(7-.0 �- April 8, 2008 �� '`.: fi Expires Ap. it. Donded Troy Fah • Insuronce, Inc. 800.38x` T019 e Notary Publ Print Notary's Name eV Ql te_.s CFN 20068.0620460 OR Bk 24605 P9 4490; (1p9) RECORDED 06 /08/2006 09:41:13 HARVEY RUVIH, CLERK OF COURT MIAMI —DADE COUNTY, FLORIDA LAST PAGE Address: 320 J( / sr4 1 - 6 //O7 SCl(, - 33607_ 111111111111 II111111111111111111111 1111111111 Fonn 104 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 4O/ Job Address Tax Folio Legal Description Historically Designated: Yes No Ann /E 451 Owner/Lessee / Tenant F Pi ES Master Permit # NI. 1 of'-r. Contracting Co. 'J J Owner's Address Qualifier E/ f-iG�� S SS# a - ZS 3 — 494Z- State # Municipal # Architect/Engineer Bonding Company Mortgagor Address WORK DESCRIPTION Square Ft. 64mM G•b Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN kj4 wner and/or Condo President ACID G44447 - . 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 laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. 7 1 /ff Notary as Owner and/or Condo President IJate My Commission Ex y 3 /,a= gyNicAubin YC MMISSION # CC683265 EXPIRES October 3, 2001 BONDED TNRU TROY FAIN INSURANCE, INC FEES: PERMIT RADON C.C.F. Address APPROVED: Zoning Building Mechanical Plumbing Phone ?j&S - ?54 4/ 9 Competency # G /q /co 8 Ins. Co. Address z1 In W _ "7(P g':* PI I / a3/369 Address Estimated Cost (value) ��. NOTARY , ) BOND TOTAL DUE 4,2,0 Electrical Engineering e 1 if 1):-• 4r 644' e.,41 • /t/'5-: _ 6c). i .T PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address 7 ( M 4) v / / 5 - Legal Description Owner / Lessee / Tenant 6/9 Y' i X11 L s7 /h/ Owner's Address 7 % y '' /v6_ /0/ 5 AO/C Co. O / ' CI /* Qualifier .2 D e h i L lf j SS#, phone Address 3?O 1 5 r•/ yd /9(J /1'O/ W0i/L2 4 Address Address Address Signature Date: Tax Polio // 34®G Oz Master Permit # Phone 7‘5 Y /S? Gs3 VZ EC all work will Furthermore, I ntractor or Owner- Builder Notary == to Contractor or Owner-Builder My Co ission Expj,res: .... , ms l s' •. ., n�._..,,,.., * r,;iJ * My Commission CC633625 * * Nat' *res Apn125,001 * d .: NOTARY TOTAL DUE a Other Building lectrical Mechanical Plumbing Engineering, Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Name: 10O/ 4V / " Job Address: ye/6/ /4/,, /0/ 51- ROOF CATEGORY ❑ (Low Slope Application) ❑ (Nail -On Tile) ,®- (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof ❑ Re roofing ❑ Recovering ,Repair ❑ Maintenance Flat Roof Area (ft Sloped Roof Area (ft Total (ft Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): Ft. A v Ft. A V Deck type: ATTACHMENT Fastener Type: SPACING Field: Perimeter: Corner: 123.01-78 9/96 DETAIL 1 & 2 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) ROOF PLAN f4L 10 f.. J O(X Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. MEAN HEIGHT a Deck type: / Underlayment: D E T A I L 3 SLOPED SYSTEM DESCRIPTION Insulation: Ridge Ventilation? 1 Fastener type & spacing: Cap Sheet: 12" ROOF SLOPE Roof Covering: Drip edge: ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals TILE CALCULATIONS (Pmax1: x a, (Aerodynamic Multiplier): ) - M = M PCA: (Pmax2: X X (Aerodynamic Multiplier): ) - M = M PCA: (Pmax3: X a, (Aerodynamic Multiplier): ) - M = M PCA: Page -2 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 4 / 91 Job Address y /" / t) / / C. Tax Folio ( 1 3 2-04. • 0 17 0470 Legal Description Historically Designated: Yes No Owner/Lessee / Tenant 777, , t , ,✓ e_,.> Master Permit # `i 0 G, Owner's A d d r e s s Le L i ``f A)(, / 6 / i t Phone `75 -- Y /ri ContractingCo: - • Arion, Inc. Address 8723 Sw 129th Terr. Qualifier Richard Wynne SS# Phone 251 -1 279 State # Municipal # 0 0 0 01 3 3 71 Competency # Ins. Co. K o l i s c h Ins. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION -Installation of Rain Gutters and Downspouts Square Ft. / G G Ike_ — b Estimated Cost (value) Signature of Notary My Commission Expires: FEES: PERMIT 7 D and/or Condo President Date Condo Presid RADON Date NOTARY PUBLIC • STATE OF FLORIDA JENNIFER NAFTAL -PEREZ COMMISSION / CC588692 EXPIRES 10.11.2000 BONDED THRU ASA 1-888-NOTARY -1 Not as to Con My Commission APPROVED: Zoning Building Mechanical Plumbing r or Owner- Electrical c4L 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 laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work ed. Signature of Contractor or - Builder NOTARY PUBLIC - STATE OF FLORIDA JENNIFER NAFTAL -PEREZ COMMISSION ti CC588892 EXPIRES 10.11.2000 BONDEDTHRU ASA 1888- NOTARY4 C.C.F. ro 6 0 NOTARY BOND � /rQr a te Date Engineering PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY /,1 (OWWNER TO RETAIN COPY) Date ''f i/ �2 Job Address 79 /1'• 6 . / • ` Cr: Tax Folio il (7 f 9 e I /Wj In Mastef Permit # c29 5 Legal Description c4'1 Owner's Address State# Architect /Engineer N //' Bonding Company Mortgagor (1:7 Signature o Date: ills Notary as-A_ My Commissi x * sic PERMIT FEE: f, ode Lessee / Tenant yz b• Ld; E/ 414L $t ,1 /a / -s i � 5'. 6 /'-4. v' 4/C,E1J /ooP /� Contracting Co. 9 Address r te . Qualifier J 4-44 ES euLLE1 A) e-e- o 4 7 1 13I6 Competency # % 9r // Square Ft. (0 ) 0000 s CT ,, // fr?::Lt....11/ Ow and /or Condo President ;fer; and /iv Condo President" Exp Y U31•.IC STATE OF FLORIDA *` - MY *1IS5Ierd r:AP. MAY 27995 � . BGMCED'THRU GENERAL INS. ID,� _i APPROi' .I Fire Address Address Address Phone /s ,v 7i vs SS(' dD % .,S �i� - e 1 cU JJ Ins. Co.eroWa l/klou'•s Permit Type (circle one BU ILDING LECTRICAL PLUMBIN MECHANICAL AVING FENCE SIGN � 1G WORK DESCRIPTION. / o © r e , , , . de' P i7NE -Z ( ,P f S l ..4-t,E 4 I / (2414-04 ...vs; L I- *.4) F/47 b4L/76= 47 le 9' Smco r w r-y/ ss Estimated Cost > /7oa O' . `a' 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 2ROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtA{ ^ por=it 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 laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to dr 'h_ work stated. Signhture f Contractor r.. or. Ower Zuilder Date: )07- OA' _ = _ ( 9;;;;) .), .--- Notary as to Contorr Cwn,er -8uldr My Comrission E ** xpires: NATARY PU& C STATE Or E' trac iwreA * * MY COtIQ ? Xp, �AAY '•. CANDED TNRU GENERA! TN IVY. `Q, 00 Zoning (- P • g!A p _ Mechanical Plumbing Engineering Electrical 92R266969 1992 JUL 13 13:17 This Instrument Prepared By: Name Dr. Daniel Finkelstein 0:15583133I3 Address 444 NE 101 Street Miami Shores, FL 33138 Permit No. STATE OF Florida COUNTY OF Dade THE UNDERSIGNED hereby gives real property, and in accorda '[iiormat .on s prov e n tlis Notice_ of '•ommen'eme'it. 1 1. Description of property:(legal discription of property, and street address if available) 444 NE 101 444 NE 101 Street AMD PL of Miami Shores / Lots 6 &'7 Miami Shores, FL 33138 2. General description of improvement: Re- Roofing, flat tile & fiberglass 3. Owner information a. Name and address: Daniel M. and Pearl J. Finkelstein 444 NE 101 Street, Miami Shores, FL 33138 b. Interest in property: Owner ' c. Name and address of fee simple titleholder (if other than owner): N/A 4. Contractor: (name and address) 5. Surety: a. Name and address: b. Amount of bond$ . Lender: (name and address) N/A 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) Cherie Cannon 11854 NW 13th Street Pembroke Pines, FL 33026 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice .,s provided in Section 713.13(1)(b), Florida Statutes: (name and address) Cheri Cannon 11854 NW 13th Street, Pembroke Pines, FL 33026 9. Expiration date of notice of commencement (the expiration date i:. 1 year from the date of recording unless a different date is specified) Sworn tp ; a nd subsc � � e e u e f ur k this day of At...... ,19 O , (fgnature of Notary Public) Notary's Name r B-e-h /C e- AA) ,v Notary's Commission Expires ALL INFORMATION MUST NOTICE OF COMMENCEMENT notice that improvement a'1.1 be made to certain. S.E. Fla. Advanced Roofing, Corp. 15490 N.W. 7th Avenue #203 Miami, Fl. 33169 OFFICIAL NOTARY SEAL Y BERNICE KANNER Nu! AKY PUBLIC STATE OF FLORIDA COMMISSION NO. CC174769 MY COMMISSION EXP. AN. 1 . Owner's Name Address For Clerk's Use Only GIBLY TO COMPLY WITH RECORDING REQUIREMENTS. Tax Folio No. 11 3206 017 0461 ignature of •wner) 444 NE 101 Street REC ORDS eO� EO IN OFF r • f� RICA. ° CO RD VE rit t &CouatY ` RE v C e, � C�g(k Cads ,,•d Daniel M. and Pearl J. Finkelstein Miami Shores, FL 33138 1l 3 1 09 6 ! / MIAMI SHORES VILLAGE K' BUILDING INSPECTION DEPARTMENT /91-n Pz )7-j ,S 4 APPLICATION FOR BUILDING PERMIT • ' �7 Application is hereby .nndc for the approval of the detailed statc,,,cnr of rne,ptans 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. Owner's Name and Address Ron Davis Date..Novmber 22 ��� _ 9 82 W „ N.E. l01 ~ St Registered Architect and /or lynoncer ..:.. ..... . ... ......n<.....,- Ot „t „lTt,,,, Name and address of licensed contractor All F l o r i j a Roofing 20 3 2 N , 95 Street .. _ Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 444_ IL.E.. 101 S t.]': e.e.t Install 4-ply gravel roof .and install _^ State work to be done and purpose of building (by floors) one square of white tile, and for no other purpose. Ncw Building Remodeling -TX Addition 1? ..°- Repairs No. of Stories 1 To . be constructed of Kind of un ation Roof Covering Estimated Total cost of improvements $ ` Amount of Permit S.. s c) . 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, and has complied .with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of -the work such public notice or noticcs as are required by the Act. The undersigned agrees to employ only such subcontract s, on work to be performed under this pennit, as are licensed by Miami Shores Village. Remarks (Signed)...lL(.Ct�S... G , ie' STATE OF FLORIDA, ! . COUNTY OF DADE. ss. Disapproved (Signed) Building Inspec or Date RC, 0 0397/ 6 Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, Notary Public, State of Florida My Commission Expires 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.. g Date / / L 1r3 Read, Sworn to and Subscribed before me. PLANNING BOARD DATE Citair;nan Member \fcrr,ber Member Member .. ... ..._ 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 I'Lrnnirig Hoard. A rc- inspection fee of 31.00 will be charged when such re- inspection is made necessary by Improper notice for inspection or faulty materials and/or workmanship. APPLICATION FOR BUILDING PERMIT 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. Owner's Name and Address Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision 444 N.J.,..10 1 ... S.. _... Street and Number where work is to be done State work to be done and purpose of building (by floors) remove existing and replace . - with tile and for no other purpose. New Building Remodeling Addition Repairs X No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ ......7 .., 42000 00 Amount of Permit $. �. .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 Libor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, element, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this pennit, as are licensed by Miami Shores Village. Remarks (Signed). 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 - — 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 Disapproved (Signed) NOTE: A charge of $1.00 will be made for the Planning Board. A re-inspection fee of $1.00 will be charged materials and/or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT. D.M, Finkelsteip Date Date. Building nspcctor ObenourRoofing 7357 NEW.. MIAMI Ct. / -(3 i PLA INC BOARD Chairman \f ember Member sass.. __...__.--- •— ..-- ._sass._ Council Approved Date ... No....4:1k ._......... Street N.. E..... .101..S . ± Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires DATE to me well known, Member Member Member _ - - -_ _ -__ -- Disapproved Date making corrections or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty Application is hereby made for the approyal of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is madetin 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. Owner's Name and Address Dr. Finkelstein N 444 Disapproved (Signed) / o Building I MIAMI SHORES VILLAGE APPLICATION FOR BUILDING PERMIT BUILDING INSPECTION DEPARTMENT Date_ Dec em b er 17 ,19 70 Street N • E. 101st St. Registered Architect and /or Engineer Name and address of licensed contractor 0 b e n o u r Roofing Co. 7357 N. W. Miami C t. Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 444 N • E • 101St St. State work to be done and purpose of building (by floors) 4 ply asphalt and gravel roofing O n flat areas and white shingle tile on sloping section. and for no other purpose. New Building Remodeling Addition X Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 500. 0 0 Amount of Permit $ 5,00 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, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work su ublic notice or notices as are required by the Act. The undersigned agrees to employ only su subcontr rs, on work to be fog, - -. under this permit, as are licensed by Miami Shores Village. Remarks ( Signed,) ). -- a4red STATE OF FLORIDA, I COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No 12-7 V(5 Date / 2 -.2'1- 7C) Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chairman _ __ Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspei -tion or faulty materials and /or workmanship. IAMI OO]IHG ARID SI ][EFL INC. 7300 N. E. FIRST PLACE P. 0. DRAWER G LITTLE RIVER STATION MIAMI, FLORIDA February 4, 1950 Office of Building Inspector, Village of Miami Shores, 10050 N. E. 2nd Ave., Miami, Florida Gentlemen: Enclosed is our check in the amount of $1.00 covering building permit for the following work: Ps/ encls. Asbestos Siding to be applied on garage gables on building owned by Mr. S. E. Adcock, located at 444 N. E. 101st St. Cost of work $65.00. Kindly mail this permit to ua. Yours very truly, MIAMI ROOFING & SHEET METAL CO. By e M1��C�IC� eo.