Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
123 NE 97 St (5)
Date Legal Description Historically Designated: Yes No Owner/Lessee / Tenant C/PO ,yf (1r J a/e Master Permit # Owner's Address Phone 7 j ',sic ' S� /� uDG -// /L Contracting Co%, (4tk, / , j - - ' 1 12Z Address 176'7 ,t,4 Square Ft. Signature of Notary as -, Owner My Commission E APPROVED: Zoning Mechanical Qualifier X State # Municipal # Competency # Architect/Engineer Bonding Company Mortgagor Address ]Permit Type (circle one): I: MELDING ELECTRICAL PLUM I[NG MECHANICAL ROOIFI[NG PAVING FENCE SIGN WORK DIESC R1PTION ?ERR/En(' AIPIPLKAflON FOR MI[AM]I SHORES VILLAGE Job Address)( /, ' 3 / l� g 97 M Tax Folio �(p 7 c.J. /c6/-C K7e SS #�_ 7 ,l -Sys Phone '�(, 0 S - yl ..`/�G3/ WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMi COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWIICE FOR II1 PROVED ENTS TO YOUR PROPERTY (IIUF YOU INTEND TO OBTAIN FIINNANCIING, CONSULT WITH YOUR LENDDER OR AN ATTORNEY ]BEFORE RECORDING YOUR NOTICE OFF COMMENCEMENT.) 4 ENT.) 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. 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. Furthermore, I authorize the above -named contractor to do the work stated. FEES: PERMIT (�J 0 RADON 7t Ii tf 5 F� e W s: CLADYS I ,LAII NOTARY PUBLIC STATE OF FLOJIDA COMMISSION NO. CC 140 Y COMMISSION EXP. MARS.1,,2 D2 o ' er and/or Condo President Da i �' e of Co tractor or Own • � � a3_ /3 3 a6 � C r . Building Address Address C.C.F. 0 NO Eyimated Cost (value) / 00 0 r. Notary as to Contrac'tedor Owner- Builder My Commission Expires: OFFICIAL A 1Pn Y �veli 9MA RGAR1TA NOTARY taON T1EL SEL O = 11 a iir n COMMISSION NUMBER 8 ( ,y Q CC797277 s9 MY COMMISSION EXPIRES '4‘ OF ' --DEC. 17,2002 OND Electrical Ins. Co./ TOTAL DUE Date Date Plumbing Structural Engineer STATE OF FLORIDA, COUNTY OF DADE. ss. MOAMO S H O R E S MO =LA C a BUILDING INSPECTION DEPARTMENT AFPL ..ATO N F o G� UOLDONG PERMDT 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. C C - Date � 1 �_1 9g . Owner's Name and Address ' Z� � � -_�.� No. V � Street Architect and /or Engineer fi Name and address of licensed contractor l®-U IDLY ( ;?;_•_ti..Q- -tom(% JCv Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done State work to be , e and purpose of building (by floors) _ and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation. �^� L1N Roof Covering Estimated Total cost of improvements $ t �..f Amount of Permit $ G3 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 notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks 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 caref lly read the foregoing application, and that he did sign the sane, and that all facts therein by him stated are true. f L Permit No ^"l ( Date C t ___ __ _ _1 Read, Sworn to and Subscribed before me. Disapproved __ _ Date Notary Public, State of Florida ( Signed) Building Inspector 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 $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. IFIEIRMT[T AIFIFIL ]J(CATIION FOR MIIA I[ SHORES VILLAGE Date i-2,4-74 Job Address /22 it/' q' 7 s" Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant c I" i Master Permit # Owner's Address / 2 3 /// q 7 ,T. Phone Contracting Co. () W tve0P Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): I :;UIILDDDNG IELECTRIICAL PLUMS :;][NG MECHANICAL ROOFING PAVING FIENCE SIIGN WORK DESCRIPTION Signature of owner and/or Condo President Date �k r 71 L rE Square Ft. Estimated Cost (value) )4L3 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE IFOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH[ YOUR LENDER OR AN Arll'ORNEY EFORE RECORDING YOUR N TI[CE 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. APPROVED: Zoning Building '? lq Mechanical Plumbing A C 127Ad Signature of Contractor or Owner- Builder Notary as to Owner and/or Condo President Date Notaryy as to Contractor or Owner- Builder Date My Commission Expires: My Commissippn,Expifes .,SSY P4/ OFFICIAL C3O ?ARY 02AL O V:;:::::4 (1 SANDRA Cl Elownaa. `, COC7�;ISSIOm NUC1Dt R .1 �,�+ �p ,pa dpi a - '4L Q 'CCW© tl CS0 Y 1, k � �''' ''9 o- COCI"Sq'Oa .EttP. `� OF F \- O) CAL 1. 9idloo 0 FEES: PERMIT G/ D RADON C.C.F. - S NOTARY L TOTAL DUE 4(cd Electrical Date Engineering Owner's Name and Address M AM SH o RES VHLLAGE Date -._/ 0 1 BUILDING INSPECTION DEPART ENT APPLLDCATD N Fo G°Q BUDLDONG FGQM0T Registered Architect and /or Engineer.. -.. - Name and address of licensed contractor ,lJ/...,. 1 Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 1.a 3 ./) .r. State work to be done and purpose of building (.y floors) 1 - fi t - - / - 9.±0 mi l 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. Beet and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundatio Roof +•. ering Estimated Total cost of improvements $® Amount of Permit $ 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 notices as are required by the Act. The undersigned agrees to employ only such subcontractors, o work t.` - performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. d 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. /il:. Permit No ...7 Disapproved (Signed) Read, Sworn to and Subscribed before me. Date Notary Public, State of Florida Bu ilding Inspector \ My Commission Expires PLANNING BOARD DATE Chainnan 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 $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. 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 F lorida, 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._...__ Street and Number where work is to be done / 4 2 - 3 -0- Remarks (1 0AMD SNIoGRES MIILIL-A E y -, BUILDING INSPECTION DEPARTMENT AFPILOCATODN FOR BUJOLLDOND PL RMOT i State work to be done and purpose of building (by floors) /` �` (Signed) its,,A€ eeet 36 atty.... i and for no other purpose. New Building Remodeling ._ .......... .... ... Addition ... ._ ... Repairs._ __. No. of Stories .... To be constructed of Kind of foundation .. Roof Covering � , Estimated Total cost of improvements $ __.___.__.__.. __ . Amount of Permit $. .... 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 notices as are required by the Act. The undersigned agrees to employ only such subcontract rs, on work to performed under this permit, as are licensed by Miami Shores Village. _ �J 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 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 J - - Date e5 ' Disapproved r Date •/ (Signed) i:�-. _ < `.... -. 0.._�_�_ Building Inspector /' My Commission Expires iea , orn to and Subscribed before me. Notary Public, State of Florida NING 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 inspection or faulty materials and /or workmanship. MIAMI SHORES VILLAGE. FLORIDA BUILDING ❑ DATE' ELECTRICAL LI p PERMIT IT o PLUMBING ❑ N o 8658 ROOFING Owner of Building_ Architect Contracto or Builder Legal Descriptic Address Building 0 CONTRACTOR OR BUILDER Work to be performed under this Permit BY AUTUORITY r 195 Contractor's License No This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may 'be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed '3Y INSPECTOR 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, servant or employee. r n Lot Bl Subdi- vision if 9 Sq. Ft Amt. of Permit $ Value of Project $ MIAMI SHORES VILLAGE. FLORIDA BUILDING ❑ DATE' ELECTRICAL LI p PERMIT IT o PLUMBING ❑ N o 8658 ROOFING Owner of Building_ Architect Contracto or Builder Legal Descriptic Address Building 0 CONTRACTOR OR BUILDER Work to be performed under this Permit BY AUTUORITY r 195 Contractor's License No This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may 'be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed '3Y INSPECTOR 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, servant or employee. Owner's Name and Address Registered Architect andior Engineer Name and address of licensed contractor Location and legal description of lot to be built on: ' � Lot // �-6'/ cl ' ° y Block /r Permit No. Disapproved (Signed) ,/ 7.40/ MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building 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. 1A1 iLeit Subdivision 9 /1 4 --- ) Yl W)y.P Street and Number where work is to be done State work to be done and pur se of building (by floors). state exterior colors (submit samples) (` r tit 1 t. -o _ `-a— 0 2 s s and for no other purpose. New Building Remodeling Addition Repairs No.o.gof Stories 1 To be constructed of Kind of foundation Roof Covering Z �� Estimated Total cost of improvements S 1 Amount of Permit S 3 0" or 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 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 obligatons as an employer of Labor under the Florida 1Vorkmen'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: r d will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigne:- agrees to employ o y such su to be performed under this permit. as are licensed by Miami Shores Village. Remarks (Signed) 9\1.4 No._k_2 Street 1` VIE % 1 Date fi 3 D 6 (3 a'N- 7 STATE OF' FLORIDA COUNTY OF DADE. } ss. Before me. the undersigned authority. a notary public. duly authorized to administer oaths and take acknowledgments, personally appeared 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 Date 9/50 /e1 Read, Sworn to and Subscribed before me. Notary Public. State of Florida Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of S25.00 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 625.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and workmans. LG ENGINEERING SERVICES, HNC. Consulting Engineers 2020 Northwest 7th Street Miami, Florida 33125 E•N•G•I•N•E•E•R 1 Tel: (305) 649 -6454 Fax: (305) 541 -3298 Jol 13usia Roofing 300 Northeast 91 Street Miami Shores, Florida Project:: FILE UPLIFT TEST Residential Home 123 Northeast 97 Street £vliami, Florida InJurnrcrtiorr provided by client: Permit Number: 131'0479 Date Completion: May 3, 2005 Roofing Contractor: John Busla Roofing LC Engineering Services, Inc. Project Number: LGU5 -1367 (Testing Laboratory Certificate 40U- 0224.07) - X79 May 20. 2005 Dear Sirs; In accordance with your request and authorization, a representative of LG Engineering Serviccs, completed the Roof Tile Uplift "Test at the above referenced project. This testing was performed in general accordance with Rooting Application Standard Tl \S No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous root systems. The total of the tested roof surface arca was Tess titan 10000 square feet, and the mean height of the roof is less than 30 feet above ground surface. The type of tile used for this project was reported to be Allusa Roof Tile. This Tile was reported to have been foamed in place. At the time of this testing, one lest for every corner, one test for every IOU square feet of roof tile in the perimeter area and one test. for every 200 square feet of roof Ole in the field area were t sled. • Initially the entire area of the roof was examine for loose file. More than 10% of the ro ocatecl in the field area and more than. 20% of the, roof file at the roof perimeter and con> ;hysically examined. %� Based :.on our test results, we concllude that thc installation:o1 111e :1'00:L61 a c above rcfe enced pro cut incets the teie1 st c in uiteei t outlined iii the above r.nentioned protocol , Attached please find ! 1 1' • a copy of our est report !'or your review.: it Engineering Services, Inc. appreciates the opportunity of assisting you in this project. 1 you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; LG Engineering Services, Inc. • ,.M0,liamad Sonny Salleh, P.E. i'roject Manager TILE urLUT TEST Residential 1 Ionic 123 Northeast 97 street Miami, Florida Test Number . Test Load (Ibf) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Report of TILE UPLIFT TEST . 161 - Residential Home 123 Northeast 97 Street Miami, Florida Project Number: LG05 -1367 LG Engineering Services, inc. -- Tile Uplift Test Result -- Project Number: LGO5 Page I Test Number Test Load (lbf) Test Status 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass LC Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LGO5 - 1367, Page 2 Test Number Test Load (lbf) Test Status 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass 78 35 Pass 79 35 Pass 80 35 Pass Two broken tiles were noted at the time of our inspection. LG Engineering Services, Inc. -- Tile Uplift Test Result -- 1'r(rject Number: LGO5 - 1367. Page 3 p 12' + + + + + -1_ + + + + + + + + + -F + + + + + + _ - + + + -1- + + + + + + + + + + "f + + + 52' APPPDX, t OO ¶5f ILOCA110N5 AN17 PIM N510N5 File d& Code Ed ion 2002 Hip Velocity Hurecarta Z Uniform Permit Application Form. Milogorr Permit No. Proosag Oboe hPC7-5 °. Cowtac4oe0 Mewa® &t 57 9 k -7 Job Qddmo 1Z3 IVY '7 ‘37 ROOF ©I TC©OORY 123_01-48 5/03 PAGE 2 Lon 2Oopo As a ShOnflOos D o ff Are Elooh@niceliy Pes4onod Tile C N ®t 0 Pewo0lehOngOse ROOF TYPE pod 0 to JoGlePGQdhoollvo Sot 4008 ShOngOalehtime Are there Pnooripitive aM ° °v S 9 as Vent Stacks? 'Yes❑ Mo❑ Type: M' atu aV ❑ LPGX ❑ ood Mow Rooff 03®x°30 o ng ❑ 03ocoeorllng O G°3epe0P O LNeOwt}onewc e (SF) Moog 30o 030 off &roe (F) To4e0 (SF) 2994 s/f 2,300 s/ • Section , iR . og ilied Sketch Roof Plan 00knotrete WO 0®vels and sections, r, -01 dreOns, scupo 8m, oeo lo© scanppero end overflow &aka. include. dimensions s.,t se ax end 0 ®e ®0s, asugy identify dlmensalons of elevated pressure one and location of perape2e. aa ■1.■1EE�EE1 ■ ■ ■ ■■■■1■.■■. 1 1.0000.01.100 ■ ■ ■ ■■ •■•EE 1 EEEE C E • ■ " •EMI m i n ' E1a1'■ ■E . ■.1..1..■11.'a' ■ ..C. a■■. ■Ca' a ■a'aa: .■■ ■■■.■ ■■■. p .. E .. .1..1■.■ C..C.C■. . .0 . ■ ■ ■ ■E�C. ..E� e ... .E Urn E . .... ■ . ■C 11 ■.■ .... ■. ■■ 1 1.11 C ■.■ ... ■ ■ 1 CC 101111a I 1a ■ Ca1. Iii 1 E■ 1111 ° ■CEC ■■ am 0.00 romp mu m ■ ■. ■ C E 1 E CCC°' ■. C p■E C aCCGaCCCaa: " aaa ■aaa'a.a "'.a . ' 0...06 C ■C . ■ .. '1:111118111111 a :' 'a a■■.. ■. C.. Cp■■. ■ a. ■■. ■E ■■ a■ C ■■ .10.■ Ca.. ■■ ■■a 11a1Ea■■ ■•01101001...1.1111110.1111111.000a. .aa.■■ ■C■ ■11 EE1 EE 1 ■.' aa'1 °° ■1■■ 01. .CCaaa ' ■01 C aa : 1 ' aa�■ 1■■1E. C1 1 ■e■1■ 11111;1.11111; EC E CE : ° E.11.........-...0.0 '. ■... ■ °E ECE "C leg; I a' E EE Mil EC ■1 ■ ■1E.1.E .....E E..• • 0:00.10.00 E■E■ a1 .I to E a E : sa °:.:.: ° ° a'1 ° ::a: r ■ s : °° a: Caa:: C a . E.C.E1.■.■. ■ .a...a. ■a ; • 'E 1 a a • 41:111111111111111 ..1.■ as .C1.C /1111 a11 ::'a' 1 .■■._r, Ea ■■ ■ C 111. ■I■1■■1■ 1■ 1■1a1�,,.;■■ ■ ■e. ■■■1111■ 1 ►=1Ei�,■11■.1 ■ ■11■.■. ■1a ■. ■ ■ .... ■■■. ■ ■■ 1 ■ ...■...■1■ . EEE ■. ". ° C 1 Caa a : . ■■E■ 111111 1.1.1. .■... 11 .EE .■�, ■■1a�P i .: ' E MIME .■ 1 ■■■ ...s CC1...C■■000..1 ■.CEO �.. ■■ ..�,.■ ..■■ . ■ ■■ E .' C C . �� ' 1 1 aa:: aa ..: a:: a.:': ' i - 11 II! C■ ■■ C.111 EElIUE1.a ■... ■ ■.1■.■a1C D. .E�.C.aI ■IIIIIIII IIII 11 Ulm MI; 1..... ...0x.60. -....1 - . E • ■ ■■■ ■ ■L7 1111 ■1..t ■_! ■A■ ■�.���i \1 ■ ■■■ ■■ ■ ■ G C 11 1E . ■. .7 ■■. 11.:1:1 ■C ■ ■ ■C ■■ ■■ 1 ■.1 ■ 1111 '4 1111 1 Ca11■■ ■ 991E CiiG1CCC11 C.■aa1..�;;;� glikii11111110 � C .CH "C 1 ■111 EE ■■1■ .r. EEE . C EE .■. ■. ■ .1..■ IIIIIIIIIIII: ! E C 1! .■E1. 1■. ii ; � ae ,■ EE Eaa a. E EE a as 'Ea. : - - .. ' a ' G :: a . ;■_ - C' ' : . 1Ea. ■1 ■. ,0 •■ . i u - 'CC■ � C ■C ■� • 11U1 ■C C Al � 1 :Ci ■ E f il I Iii l m ii. i Hh u i i t ii iCr i �p EE a ■ - lb 23_01-48 5/03 PAGE 3 f Ooeda Bundling Code C dull • }n 2002 High Velocity Hurricane Zone Uniform Permit Application Fomi. ROO On S is Root A s s e mJT bOy Components ova l 'Identify N®n reP (If a component is not used, identify as °HA°) System Manufacturer. GIP NOA No.: 0 3 675 • OZ Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Pmauc2: g�' ` Pmau3: 7 Max Desigrlfressio, From the Specific NOA System: ,..7Z Deck: . , _ A / /06 VT) ,/ Gaug Slope: l Sheet & No. of PIy(s) chor/Base Sh t er nd rial: Insulation Base Layerli Base Insulation Size and Thickness: N/A Bas�1 sulation Fastener/Bonding Material: Top Insulation Layer Top Insulation Size and Thickness: # /A To Fastener/Bonding Material: Base Sheet(s) & No. of PIy(s)C Base Shest Faste • •490-, 2 p ES Ply Shset(s).& No. of PIy(s)aqF PLY irjl h Fasten P Surfacing: A/M Fastener Spooling for Anchor/ Bose Sheet Attachment ent Field: ! ° oc © Lap, # Rows A © / ° oc Perimeter J ° oc © Lap, # Rows `T f �41 ° oc Comer. % ° oc @ Lap, # Rows © ° oc Rkilol9beP of Fasteners Per OmisaoO®tOon Board Field /0 PerimetZ/ / Comer /0-1 OOOanetratt® COOMponenft Mated and netalilis as ApOOc thllc : Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. : 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. Top Pl tet/ 61,// f' /90 FP- 1, ,:02.V0 2.V0 Zr r 7VP,Er OR/P t t» " F E - 3034ANTTYC4u1. 2-6 C- Z . -, PP M7F �. ff 'o/ O '7Q F /v/vP p 7S SESN / 4 / V - yr FT. /V O P S T Parapet Height /0 Mean Roof Height Rooff art= 1enMS ctturc r: /'✓r`O - LIFE //. MoOttto® off Acceptance OJumb ®P: 02- /;, 07 Minimum DDoolen Mind PPesouros D4 Appiiembia Prom RAS 1 7 OP CeO©D8t6ono): P1: 1 -7 1 7- n: - /OD: & pa /O 7 !- CY,JmOw�aUn Dederi) PnoouO ( Fvom the * S [o®cific Syeteum ): 6'6,5 G on©03 © q go® d3@©huv ®nt /POLYRJA/4 AO/7/ FOoPade C uiOding Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. SecOon D Mee Moo ®d Roan esran 12 3Qeep Wope l offs System Des oepgion Decft g: m VT 7® Undergeyment W n 6 noloOmtion. Ridge V n Aeon? A/ Fin 8rr ®P: &Men ®P it / Num Rae Height /7 N�R [ Spacing: ,,V9 f /A L Sa 9 z 9 oc/? Q -4 fix ; " dh000e® Typo� A ij eve ypo Cep Sheet: ©f Covering: Typo C 30z® Drip dgo: 4 LUrar� azvarded 123_01-48 5/03 PAGE 4 M. Rcaemb Moment IfrsspsQtaiaa:a° vroa ma ,__._ . _. .age oa --- E -` gtd 32.2 _. ,., 20.2 MO ab • 4 W` 71I— Walt 12 4):.02 ,---- —IRA 36.4 28.4 32.2 30.9 WY tt.a G :92 /I4 24.4 t. 'O N.4 r 'hi'l w .tt Florida] [3QO00afl0wo Cod ®1 d1040@UQ 20(1D2 vow His Z Unlit= Poona ona A itardoll Fono,. Se 0aw `Irll CEDcagagone You Ma me 0DcQ I Q{4Qe w gnQa^tnno, of ha= (Atha/ fYTe40oanaa 11 on 2. C®mnpnatret vdenco Tor e w 111 the rroa®es) Tram 1 1'. 11Q the MI vanes) rare Errentetr Qan:wr®ow canned le Qlln' IYlo• vellvi Ten' ¢> T) wen err the =if, the3 gne 010,2 altattlaitetIntl nanclhoe r<a occep Wileall n D � entmeonff Booed 'll'i10e crkao0r�Q�anons Reg RAS 1127" / . h`1Ii dale; 0 2 °`StOmmpD0001104 ¶'00,e Ca0ea todenn 'et ToOo0e IFIebci" RegtaAred Mi141filITIM a off nedeloanare ( o Fro= Ira& Mow -- tOM K64 4 giVilan0a be noedp in ®nntaaine1 ona wda cn ldad off moGaG4!Gta boned d68@ oygttemma eGadenedp by Me Suva cn•diil Q'doocaay Merard anQ Maki) mad Apnea). Voir illfDlli fl1 be wcdl Hike sly ta'ezna nage Rget an „ i1 3. Connniporred the 'miona•ffi Tor IT'' wadi) QLye cral1anss DKr IF,. Ilff ft? IF° aaarn¢sa cam as rQerr Qa o n aurr eaamroa Q® (the Slip vnliena , flow wet ma ea of the evvaeff, them ace Mc catochtonest aaneQOmEl as a 4E11)1{1c. Wdetho.al 3 °`1I406Pa II$€rtneell InIke. CtnBean0atAoone Peav [RAS a27” (p'G : it p : ._... _ n rJ: _ ) -.. W: ... n cot; a: - - _ Fra: - NOA (p ° Il : .._ n D: - - A w: -.. _ ... D -- W ._ n coo 0: - Fr2: - NOA Job Site NOA J _ Heaton Mrnncnt tine to (itn • ' Mn WA Ataes:Rtneetei . , Mt NOA. R pct Rentz?' M, ('lash di eviinbntma Att=forzal Recirre - l'' NOA _ Kai is 6Peeixtnnrn F, Ca AveimeTile W .F t mod NOA 'rite 9 dnentos n 4- to NOA w-- witlds Alf czatcuietkoa most ba misstated to the Dstildtang etiaJ at the time ofsemst Lennon.` _.� W11nerre flan Obtlatrm 11aaa'aDrrtamtlt000 S Wbeo°e (1® SoD l RAS (271•Rhle 1 by on or by on eltlineessintt ,., 30- t'9 QTtEli�cQoo 'SQL! SECTION 1524 Ht'GH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 4 1. Aesthetics Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 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). � 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. j ____4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. A ___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. j ___7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's /Agent's Signature Date C:\Doenmentr and Settlnekbammaa \Local Settings \Temp \Temporary Internet Filet\ Cont. LIES\OKLBAFITSEC ION 1524III.do, Contractor's Signature C/2 12:57 MEDITERRANEAN ROOF T I L E D 305757272E 613U11IJ3ilJ' CODE COMPLIAINC EX TICE lCE (iCCO) IMODUCT CONTROL DIVISION �X'lgg _ ACCEPTANCE NOA Ahem (USA), fleas. 61301 NW 77 Avenge MInreak FL 33166 laIRAMI-DAJDZ COUNTY, FLORIDA Mr' ItO-D De.FLAOLER BUIS -DINO ta0 WEST &'LAGLIE 3 9TOY'1LT, SUITE 11603 MIAMI, FLORIDA 33130-1%3 (305) 373 -2901 FAX (305) 375.2902 Score: Tice NOA is being issued under the epplaceble rule and regulations governing the use of conetr action materials, The doouausentetion submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeal® (BORA) to be used in Miami Dade County and other are where ollawed by the Authority Having Jurisdiction (A111). Vhie 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 AID (in ecteas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or materiel fails to perform in the accepted manner, the manufacturer will incur the expellee of such testing end the A111 may immediately revoke, r odify, or suspend the use of iamb product or material within their jurisdiction: BORA reserves the right 10 revoke tbie acceptance, if it is determined by Miami -Dade County Product Control Division that tbie product or material fails to meet the requirements of the applicable budding code. This peoda3ci is approved as described herein, and has been designed to comply with High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aknea i Clay no Tile LADIFI .,UNQ R: Each unit anal] bear a petznataent label with the nianofactuma'e nem or logo, city, elate and following statement: "Mimi -Dade County Product Control Approved ", unless otherwise noted herein. NXIVAL of rite NOA shall be considered After a renewal application has been filed and there has been no change its the applicable building code negatively affecting the performance of this product TERMINATION ION of this NOA will occur after the expiration date or if there halt been a revision or change in the materials, nee, eadior manufacture of the product or process. Misuse of tbi@ NOA ne en endorsement of any product, for sales, advertising or any other purposes obeli automatically terminate tbie NOA: Failure to comply with any section of thia NOA shall be cause for termination and removat of NOA. ArArlit )EMENT: The NO number preceded by the words Miami -Dade County. Florida, end followed by the expiration date easy be displayed in advertising literature. If any portion oldie NOA. is displayed, then it shall be dome ire its entirety. }INSPECTION: A copy of alai@ =Mee NOA shall be provided to the tau by the manufacturer or its dittbibutors and thrill be eveilable for inspection at the job site at the request of the Building Official. This NOA consists of page) 1 through 7. The eubn fitted documentation was reviewed by Frank. Zuloage, RRC I4OA Ales 02-Q3t443 E plratioea Damn 12 /16/617 Approve L a;.a: U/!2/02 Pap 1 ad NO.163 D002 Nal:G 711117 gi pan • eT /27 /2003 12:57 MEDITERRANEAN ROOF TILE -y 3057572728 ROoFll: 1G ASSIZIVOILY APPROVAL cCat eger°y: Roofmg Maserflan: L SCONE This renews roofing system using Altus& One Piece S' Cagy Roof Ms, as manufactured by Ali her (USA), Enc. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, tie determined by wpplicable building Code does trot exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attacbtae+nt calculations e 11 be done as a moment based system. Clip Ahura One Piece • S' Tile Trim. Pieces This Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center fox plied Engineering, Inc. The Center for Applied Engineering, Inc. Celote:: Corporation Testing I'Ia] Asphalt Teohnology. fls c. aedlend Technologies Roofing Tiles Clay L 111 IA" W = 10.5' W' thick nominal 3.25" hi Lam Vie Width: video varying thickness L 6" =0.125" L nth ®2" 0.05" thick 94.0113 94 -0134 25- 7200.1 2. }PRODUCT DIESCRIIIPTI t.N fi mrratt4',eeeas'ael919! Test Product ID(saansi,at Sue�seago�ea Reactiplicos TAS 112 2.1 SUMMED EVIDENCE: Iran, .lommY ®st 7dgattl n high profile clay roof tile. For direct deck or batten nail-on, mortar set or adhesive set applications. TAS 112 Acces©Ofy trim, clay roof pieces for use at hips, rakes, ridges end valley terminations. Manufactured for each tile profile. PA '1 14 Tile clip PA 114 L Shaped till clip Peojeoe No 307025 Test MDC -78 MTS 920649 CLF- 003 -02.01 7161-03; Appendix. Ili Fait sneaemug Static Uplift Testing PA 101 (Adhesive Set) Steno Uplift Testing PA 101 (Mort Set) Static Uplift 'Tenting PA 102 (Quick - Drive Screws, Battens) Wind Driven Rein PA 100 PA 102(A) PA 102 PA 102 RIR Apfl 1994 M ©y 1994 Feb. 1993 Oct. 1994 May 2000 Ootober 2001 Dee. 1991 NOA No.: 02 1Il15.03 Esplrtetio>;e Date: 12 /1(17 Approval Datot 12112/02 - Page 2 at 7 NO.163 P003 wdnl:c 7.ff7 Ai'360 1c/27/2003 12 :57 MEDITERRANEAN ROOF TILE > 3057572728 R Technologiez Redlessci Technologies Redland Technologies Redlernd Technologies Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. We lleer Engineering, Inc. One Pities 'S' Tile Tile Prune 0114 iid��utl�r, 7161 :03 Appendix IX Letter Dated Aug. 1, 199a P0631 -01 PO402 Calculations *EvGluation Calculations Evaluation Calculations Evaluation, Calculations E•rAluntion Calculations �a��3t �QfdA kSQPG Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA ' 108 (Nail -Oct) Wind Tunnel Testing PA 108 (Maros Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Aerodynamic Multiplier 25.7183 25 -7094 25 -7496 25 -7584 25.7804b -8 25- 7804 -4 8s 5 25- 7848 -6 ®ight W (lb9) Lengt141 (ft) 1.52 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 March 1999 Marcia 1995 February 1996 April 1996 December 1996 3 LIMITATIONS 3,1 Fire classification is not pert ol'Ibis acceptance, 3.2 For mortar or adhesive set tale application, a• static field uplift test shall be performed in accordance with RAS 1.06. 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 underleyiment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment application may be installed perpendicular to the roof slope unless stated otherwise by the uaderlayment material manufacturers published literature. • 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with epplicsble building code. 3.7 May be installed on slopes 7:12 and greater. 4, INSTALLATION 4.1 Miner 'Altu5a One Piece S' Application Standard Tile &eAS 118, n �9 119, and be �S 1a0� ;n atria compliance with Roofing App 42 Data For Attachment Calculations ` rIslo 9: Avgragits ;,r eight (W) said Dintcui IO 1a (1 at w ) Width (ft) 0,1375 NOA tad.: 02 1115.03 Expiration Date: 12/16/01 Apptal Dee: 1.2/ 1.2!02 Taste 3 of 7 NO.163 P004 nrlf1'q 7(1(12 '4!1'X80 /27/2003 32; 57 I`1ED I TERRHNEh1N ROOF TILE -3 3057572728 Prof14$ One Pfau:, 'S' Tile 'Feb 1 2:Aerochmosffl1c 4>sltaltlpllws - 11 11® T. QOM X (ft ) A l9o<s ;ti (0�v I 4roctl Is c AppObc�t oo 0.233 i 0.274 Tile Profile one Piece 'S' TIte One Place 'S' Tlls Tubbs 31: Reot®rtnn fi®eem ®mtw. dins to Grotty - %<; (Bt -1b9 3', 1 2 °° 4 12" 1 5 " ;12°° 8": 12" r: 12" or ®B 038 APt eft3P --..J Dram ®at1sns Direct Battens Direct 8ettene Direct Battens Duvet Deck Deck Deck -_- Deck Deck 4.40 821 4.31 0.16 4.20 8.03 4.08 LIEU 9 .298 Screw 2 ,# Scrrwo 28,7 53.2 23.1 1.10d Smooth or Screw Shenk Nil jFltld Clip) 1 "10d Smooth or Screw Shank Neil Save OF 28,1 88.2 23.1 29.3 27.0 38.1 el detailal Table 4: AIK ichety ®nt 1i@ttlstmnDe Snpre& od m Moment - Pie (Mbf) 00P P1381 - 011 ete reoldeaor Type Direct Deck Direct Deck Battens M1ee 15132" ( 17t,19/32" plywood) plywood) 2 -10d RI Shenk Nada 28. 8 __...__..._._ 49.2 99,4 1 -10d Smooth or Screw 8.9 0.8 2.8 SI wn1 NO 2 -10d Smooth or Screw 8.9 0. 2 Shank Nails 2 -10d Smooth or Shunt: Neils Fold Ch 2 - 10d Smooth or Screw chant l�l Ctop�_ 1 Oerew with Altuo ell One Piece "S° 1 Screw with dip tat the 1 187.1 Tile' head of tile) One Piece 4 S ° 1 Screw with clip (at the 1 35.2 ill®' wrater cour of tile) 1. Screw mue% be In = Iea to ttt®Irtateo nail hal® located nearest to the I 38.1 Tebbe s° Attachment R®a1oteiSie Expire() eiv or i' 1,9 Pm r Ad Tile App11otI pr ®QIk One P'IDom 'S' Tile A heeat® 2 ' See monutictur€ a corn went a • vel T or lnet o®ttan ult®rrtsttte. 31 Futble Preducts Company 11 ® fwd Average wolg t per pater 10.7 Wm. Pot m PrOduc tnc, A we , r :, t 8 3 Prams o9 the the. mS 81"el ®mt9 ®mtt : term 35.2 N/A i1 (0t -lbP) Wibrtbottltmm A ., ttmoof6 Reels nem 29.3J Pt ®t N®,3 32-UMW 11 !ptrattea Ds , , :113/107 Approval MeV 12/12462 Ps c • 4 087 NO.163 D005 Mdll c "c00G 11'090 T:2/27/2003 12; 57 MEDITERRANEAN ROOF TILE -; 3057572728 Or Plow 'S' Tllm 4 Ler.8 atlyd tewmen a f Pal Prom. Tile Profile Tile Application Minimum Attachment Re stance Table SA: Mtach i nt Resistance Etpreased as Motstent IlFl (fft=ltn) toe Sin rle Pa dhosive Set 8, sterns Table S®: Attachment R®statan:s Exptzeased as a , ornent - ltl9 (Qt -ibffr IYor .`lortar Set _. sterns Profile One Ply 'S' Tile Tile A *1. !tcition Attachment Resistance 24.50 Mortar Set �l® �. LA s 'SUNG All tiles shell bear the imprint or identifiable :narking of the manufacture's name or )ogo, or following statement: "Miami -Dade County Product Control Approved ". 6. t :IT ML,ID/NG P1E1I M T QU11 M>El IbJ Application for building permit shall be accompanied by copies of the following: 6.1.R 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. Pi s PILE DRAWINGS ONE rim 'S' CLAY 1ROOP TILE hlOA1'1o.: 42 =1n &5.03 lztpiretlout Date: 12116/07 Appel Date: 12f fl21t2 ?age S of 7 NO.163 0006 Wri l l: 4 70107. A l v 3e0 ;/27,2003 12:57 MEDITERRANEAN ROOF TILE -o 3057572720 OUP wnita oat3 (1) SOAEW I4TTACN= TO DECK °8PAN18e1 0" ME ®V AL A (TYP.) CUP DETAILS 2.912° OVSNL.P (COVENO PfN o7O4E) SCRUM IN TWA (p O% NOLE NEANf?OT TO ME 44IJPW Ow TYE TILE CLIP ECK NO.163 D007 NOAPo. 02- 111543 :up)i L4 oa Dale: 112/16/07 , ppaov>a11 Data: 12l18l12 Page 6 of 1 1 : :c 7n117 ni pan 7003 12:57 MEDITERRANEAN R00F TILE -Y 3057572728 SCRIM p$OLD OUP ONTO @ aq r r1 . , 741 °8PANrBsa LBQ O ®T A6Til — (TY9.) CLIP PLACIN2NT CMS. CUP IIDIETA LS • (CON' I) E VIE" WEAN' {COVERS PIN KOL2) Ina) OF T .� �r 1i ccIl 1iCE AUNT/ M The MUDS NA6L MA Nearifar TO No maw co Ilse lL ORCK 114' 1 3l4• 301 NOtt Pie :O 4111 .O3 Elaph ordeR Dry: 121116107 Appzeval Dana: UJHl'Iz Pose 7 mf 7 N0.163 P00B WAII :C 7(1117. 1I'3af PRODUCT CONTROL NOTIIOI OF ACCEPTANCE Polyffoam Products, Inc. 2400 Spring- Stuebner Road Spring ,TX 77383 -H32 Your application for Notice of Acceptance (NOA) of: Two Component IPolyurethene Foam Adhesive under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0521.02 EXPIRES: 05/10/2006 Raul Rodriguez Chief Product Control Division THIS IS TI-11E COVIERSHEET, SEE ADDITIONAL PACES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRO UCT REVIEW COMMITTEE APPROVE!): 06/14/20(11 \\ s0450001 \pc2000\1templates\notice acceptance cover pagadot MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -290K CONTIUACI LICENSING SF:CrIoN (305) 375 -2527 FAX (305) 375 -2558 CONTI(ACFOIt ENFORCERMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana. R.A. Director Miami -Dade County Building Code Compliance Office ►�'olvfoam Products, Inc. ACCEPTANCE No.: 011-0521.02 ROOFING ASSEMBLY APPROVAL Catcgorv: Roofing Approval Date: .11611C 14, 2001 Sub- Catcaory: Root Adhesive Materials: Polyurethane 2. PRODUCT DESCRIPTION Expiration Date: May 110, 2006 1. SCOPE This approves Polypro® A11 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 fl/ilan anfacturetl by Test Product Applicant Dimensions Specifications Description Polypro® AH160 N/A PA 101 Two component polyurethane Foampro® RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list uplift resistance values with the use of Polypro All 160 roof tile adhesive. 2.2 Typical Physical Properties: Property Test Results Density ASTM D 1622 1.6 lbs. /ft.' Compressive ASTM D 1621 18 PSI Parallel to rise Strength 12 PSI Perpendicular to rise Tensile Strength ASTM 0 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft Moisture Vapor ASTM E 96 3.1 Perm / Inch Transmission Dimensional ASTM 0 2126 4-0.07% Volume Change a -40 F.. 2 Stability weeks +6.0% Volume Chan 'e u I tumidity. 2 weeks Frank Zuloaga, RRC Product Control Examiner P olyfoarn Products, inc. MS ACCEPTANCE No.: 01- 0521.02 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. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for lire rating. 3.2 Polypro® AFI160 shall solely be uscd with flat, low, & high tilt profiles. 3.3 Minimum underlayments shall be in compliance with the Roofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH 160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH 160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. -w F' 2 4. INSTALLATION 4.11 Polypro® AH 160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH 160. 4.2 Polypro® AH 160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH 160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polypro® AH 160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approve,,d applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A) : 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 4.6 Polypro® AI-I160 shall be applied with Foampro RTF 1000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® A1-1160 shall not be exposed permanently to sunli` Frank Zu loaga, RRC Product Control Examiner Table 1: Adhesive Placement For Each Centric Tile Profile TileProfile Placement Detail Single Paddy Weight Min. (grants) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles # l 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 Polyfoann Products, Inc. ACCEPTANCE No. : 01- 0521.02 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH l 60 has been dispensed 4.9 Polypro® A1-1160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. 5. LABELING All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. 4 Frank Zuloaga, RRC Product Control Examiner Polvfoam Products, Inc. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Optional 214s for lj Place enough adhesive to achieve 17 to 23 otoop pitch applications swam Inchati In contact Ott th pan We 2) Tam covers opal& damn. Plow adhealvo 112 t. To 1In. From Waldo odgo of covet Wo. Thin WWI Um 113o. Undortayment 1 t09 Potatin alimony° course cover th Abut to second coilma of pen Wc. Enouro coat and of pen and cover deo aro Bush et °ova fixt Eon doom° {mortar alloym) 5 ACCEPTANCE No. : 01-0521.02 Woopholo Fan& Frank Zuloaga, RRC Product Control Examiner tiad through plaok cement Optional Potra-u:p ISottar on tongSurbel 04 9 0 z °nib Sheathing Polyfoam Products, Inc. ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through plastic cement Paddy (Beneath The) Nail through plastic cement 6 ACCEPTANCE No.: 01- 0521.02 Frank Zuloaga, RRC Product Control Examiner Po lvfoam Products, Inc. Nall through plastic cement 3m. 3 In. Single paddy on under- laymen' Single paddy on top of tile Single paddy under die ADIIESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Paddy (between tile) Paddy (under tile) Single paddy on top of tile Eave Course 7 ACCEPTANCE No. : 01-0521.02 Nail through plastic cement Undertayment 1 C: 31n.x3in. 4 In. Single paddy on under- layrnent Single paddy on top of the Eave Course Single paddy under tile Single paddy between the 2 in. x 7 In. medium size paddy eave course only Fascia Weephole Eave closure Drip edge Single paddy between the Eave Closure 2 In. x 7 In. medium size paddy eave course only Fascia Frank Zuloaga, RRC Product Control Examiner Polyfoam Products, inc. ACCEPTANCE No. : 01- 0521.02 Renewal of this Acccptancc (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acccptancc will not be considered if a. There has been a change in the South Florida Building Code affecting the evaluation of this product and thc product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing thc engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acccptancc, unless prior written approval has been requested (through thc filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also bc grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acccptancc as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami - Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acccptancc is displayed, then it shall bc done in its entirety. 7. A copy of this Acccptancc as well as approved drawings and other documents, where it applies, shall bc provided to the user by thc manufacturer or its distributors and shall bc available for inspcction at the job site at all time. The engineer need not reseal thc copies. 8. Failure to comply with any scction of this Acccptancc shall bc cause for termination and removal of Acccptancc. 9. This Notice of Acccptancc consists of pages 1 through 8. END OF THIS ACCEPTANCE u Frank Zuloaga, RRC Product Control Examiner W3/07/2005 07:16 3057518579 Ffl� I8 RH LOALIZ D4 CO1 COMIPL LMlCi£ OFFICE (19CCO) AitiODOJC'1' COAT1301. DIVISION NOTICE OF Ac Cl)i PT GAT Maternal Corporatlom 1362, Alps Rood W2Pep N1 ®94170 ABC SUPPLY CO MMANIT -DADS COUN'T'Y. MAXI:JDA var'TRO- DAD)P. FLAGL ER BUILDING 140 van i 1LACIL.0..23 STGtt T, SUM fl603 MDAtrtwl, 71.03.10A 31313111-33031 (303) 373 -2901 FAX (305) 373.2900 This NOA as being s rld`fcgulations governing the ti se of constr tier mzulria The documentation submitted has been reviewed by the BC:CO and accepted by the Building Cade and Prodlu Y eview Committee in be used iu P,fi:a :;:i 1)ak County a, i other ar;.a.a where allnw;al by thr. Authority !laving Jurisdiction (A1FI1), 'phis NOA shall not be valid after the expiration date stated below. The Miami -bade County product Control Division (In Miami Dade County) and /or the A1-11 (in areas other than Miami Dade County) reserve the right to have this pttaluct or material tested for quality assurance purposes. gf this prosiutet or materiel fails to perform in. the accepted manner, the manufacturer will incur the expense of such testing and the 41.1k, mAse pvien z revoke, modify, or suspend the use of such product or material within their jurisdiction. 11911;irdAerkreslluffigEt to revoke this acceptance, if it is determined by Miartti -Dade County Product Control Divisi1on" asrth( pptdgzt rT material fails to meet the requirements of the applicable building code. Cr CD 9 T w 1 ? •n ' This product is approved as described herein, and has been designed to comply with the IligE Veioeityylnir•icai o . Lone of the Florida Iuilding Code. z, ti = c N ) c, cn �'- DESCRIPTION: G tF Rubsrokde Modifiied l itssnocaa Roof UDk-4mriss for Wood Decks. o o L= LABELING: w CO O Each unit shall bear apernume at label with the manufacturer's name or Ingo; city, siatc.:l meQ w following statement.: "Miami -Dade County Product Control Approved', unless otherwise noted lien."' _ 1R1.1fCIVAT1. of this NOA shall be considered.af1er a renewal application has been filed and (he0 bbl 1?xot to ( 1r . change in the applicable building code negatively affecting the performance of this product. ct. 2 DJ . TERMf aNATiOtN1 of this NOA will occur after the expiration date of if there has been a rev; or r< ltangEirtalt N cc srnttraia0s, use. and/or manufacture of the product or process. Misuse of this NOA as an endow of n f ant : product, for sales. advertising or any other purposes shall automatically terminate this NOA. rai) re , t•i),ttar l d 3 with oily section of this N OA shall become for termination and removal of NOA. ° ° a, ° ' 3 c CD cr T.J n r( AD ERTMEM1a1Ta The NC)A number prec.daad by lire woatls Miami-Dade County. FIoritla n §t'otlo*nd >tg the expiration date may be displayed in advertising literature. If any portion of the NOA is displt rt. , thetnat be Ft - dune in its enlirrdy. � , ' This NOir t neays NOA 002-008.1n Lind cottr,ista of pages 1 through 31. The submitted dnenntentatiun was reviewed by Frank 7:ulra ga, ititC. City of Miami Beadle IKWilding Department Roofing Permit J® COPY — I' OA 13o: 83-0501.0P Expiration Date: 1DJt►6 /08 Appr0v®11)ote: a0/23/03 Page 11 or 32 PAGE 01/14 w O N cD g g d CD CD IIFiSPa1F:Q :11110 1: A ropy of this entire N'()A dealt he provided tp the user by the Rutland t uor or its distributors and sha10 b' ,;vailaldc fnr inspection at the yob site at Ili request of'the Building Official. 0 3/07/2005 07:16 3057518579 ABC SUPPLY CO ROOFING SYSTEM 41IDl°ROVAIL Cc_itsmum Roofing Sub.C.A9ggm SBS /APP, Modified Bitumen li➢ecls �1'�r�: Wood lia tma.Xsd l IFttess�, __e - 75 psf Awstsif Atl _ : See Cserotaral Limitation *1 Ul8 U 1Is fi141M1 � ®IF Puree CAf aph;alt Co:rc:rcte Primer (Matrix." 307 Primer) GAfr mince-al Shield® Granules (A11 \VeatherCoat® Emulsion (M:atrix" Fibered 305 Emulsion) GAF Premium Filtered Alumir,ursn Roof Cutting (Mama 'M System Pro Alurrtiuuut Roar Coating Fillet-ad 301) OAP Tea:finch fill Weather Plastic Cement (Mataia'm Standard Wce/Dy Roof Cemt:ut 204) GAPOLAS 075 CATO.AS $1110 Ultiavt:t use Shea GAIITiT.J' S b 9¢rr PlyTm 6 (:iAPK.il.AS Ply ,Ian GAFGt:NW:1Min =a1 Surfaced Cap Sheet GAVCiLAS STRA I'AV[ ANT® Eliminator Perforated Ifs O UCTS MArkitlIFACTUR.E11 OR LA111ELIEIID DIY 1 P MCART 7i'TntLV, IlDitalleaS4ot SiAciliat dioat , 55 gallon :4 ASTM D 4.1 60 lb. Bags ASTM !3 1863 100 lb. bars 5 gallons ASTM 1227 1.5 gallons ASTM I) 2524 1, 5 gallon 39.3T (1 meter) Wide 3919°° (1 rnctcr) Wide 39.37" (l meter) Wide 39.37'° (1 nester) Wide 39.37" (1 meter) Wide ASTM D 3019 ASTM D 3409 ASTM D 401 ASTM 1)4601 ASTM l? 2178 ASTIV.1) 2178 AS-T 11 3909 39.37" (11 meter) ASCA4 1)3672 Wide: Ati 1'n41) 4€197 Free aaet Drina Asphalt curicWta printer used to proinute adhesion of asphalt in built -u;, roofing. Granules for surfacing of exposed Asphalt, cold process ceancnt or emulsion. OAF Mineral Shield® (iranulcs shall be used for flashing applications only. Surface coating kr smooth surfaced roofs. Fibcred aluminum coating. Refined asphalt blend.t. with a mineral atmbiliscir and fibers. PCP MILS adhesion to wet and dry surfaces. Asphalt irrrpregnated and coAt,°ct glass n at base sheet. Asphalt impregnated and coated, fiberglass base shetai Type VI asphalt impregnated glass felt with asphalt coating. Type W asphalt impregnated ,lass Telt with asphalt coating. Asphalt coated, glass fiber mat cap size( surfaced with mineral granules. Fiberglass base sheet runes! Oub hnrh sides with asphalt. Surfaced on the bottom aide with TRIM-TO granule:: embedded in asphaltic coating with factory pt:rforations. R1(3A No: 03 -0501 °tD2 11:a4riration Date: a BiU6fAR A pprnvall I Dare:M /05 Page 2 taT 32 PAGE 02/14 3/07/2005 07:16 3057518579 Product GA1'G1.AS® Flashing ciArc;'1.ASO S 1'RATAVEI 1T® Eliminator Perforated Naitable RUBERO1.D® SAS Heat- Weldrirm Smooth RUDEROIDO SBS Heat. WelalTM Granule RUHEROIDO SDS Heat- WUeld'r*a 170 FR RUl3Ek Off® SAS Heat - WelrlT PI.US RU13ERO1D® SI3S Heat- Weld PLUS FR RUFSEIMID Modified Base Sheet RUDEROTD® Modified Bitummaa Adhesive RUHP.N.OTDe SAS llcat- WC1dTM 25 Rub::roid® Mop Granule RUDERO[L) MOP Smooth RUUEROLL) MOP PLUS RU1 ;EROrD M ®1' l7OPR RUll3EROLD MOP FR RI.1DER,olL)1'ORCI I Smooth Dias R$10ws various 39.37" (1 meter) Wide • I meter (39.37') wide 1 meter (39.37 ") wide 1 renter (39.37 ") wide 1 natter (39.37 ") wide 1 meter (39.37') wide 39.37" (1 meter) Wide 5 gallons 1 meter (39.37") wide 39.37" (I meter) Wide 1 sq. roll 27 lbs. 39.37" (1 wooer) Wide 39.37"(1 ureter) Wide 39.37" (1 tna:ter) Wide 39.37" (1 alleles') Wide 'fact 4(?eifrlentioa ASTM D3672 ASTM g) 4897 ASTM D =6164 ASTM D-6164 ASTM .D-6164 • A STIVI D -6164 ASTM D.6164 AS1'M 1)4601. Type 11. U'L. Type 02 BUR ASTM D 3019 Type m ASTM D -6164 ASTM 1) 6222 ASTM1)5147 AS'TMD 6295 ASTM D 514'7 ASTM 1) 6164 ASTM 1) 5147 ASTM D GIM ASTIR 1) 3147 ASTM D 6164 ASTM, t) 5147 ABC SUPPLY CO PAGE 03/14 A S D 6222 AS'1'A'lD51•7 Product rsescrir, dun Asphalt coated glass fiber mat flashing Sheet available in three sires. Fiberglass base sheet coated on both Rides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coasted with polymer-modified asphalt and smooth surfaced. Non-Woven Polyester tart coated with polymer modified asphalt and surfaced with utin.cr:t9 �ntttulcs. Non -Wuvrn Polyester mat coated with fire retardant polytner modified ttsphalt and surfaced with mineral granules. Non -Woven Polyester oast 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. Premium glass tfbcr reinforced SPIS- mc dified base sheet fiber reinforced, rubberized Adhesive Non4Voven Polyester prat coated with po1ytr.cr- modifit:a1 asphalt and smooth surfaced. Non -woven polyester anal coated with polymer modified asplr.9lt and surfaced with mineral granules. Non-woven polyester mat coated with polymer-modified asphalt and smooth surfaced. Non -woven polyester gnat coated with polymer modified asphalt nad surfaced with mineral grantalca. Non-Woven polyester mat tx with fire retavdaut polymer mod fled asphalt and surfaced with mineral g;:utulus. Nun -Woven polyester watt coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy dory. polyester reinforeta.i. a ph�ls modified bitumen membrane, smooth su doer NOA No: 03- 0S01.412 ll tigtirotcmaa brace: 19/046/Q)M Approval Dtatet10/2314)3 Par,:3or32 13/@7/2005 07:16 R ub,.roid® Jlntr .luc1 RUBEROID TORCH Granule RU13ERO1D TORCH PLUS RUBEROm TORCH FR RUI3ERO1D ➢701 TORCT1 Rubcrnirt@ 30 Rubcroide 30 FR RUf1EROTDO ULTRAC.L AD® SITS R1;11C3ERO11)A Dnal FR. Vent Stacks (metal and plastic) 3057518579 GAF Aluminum Emulsion OAF Aluminum Roof Paint (IvlatriAt' System Psi Aluminum Roof Coating IFibered 302) OAF lluilt -Up Roofing Asphalt 1RUIB%.11.O1D MOLD Asphalt. Asphalt 11.. Re Asphalt 1? Shingle- MateTM Underlayment Tiles - Mate 1blcdif':d 11;hse Sheet Dimensions 3937" (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 mt:ter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 3937" (1 meter) Wide 5 gallons 5 gallons 100 ib, cartons, bulls 601b. kt gs 4 sq. roll 30lbs. 1.5 sq. pall Teat S.c illle lore ASTM D 6222 AsTM 1) 5147 ASTM D 6222 ASTM D5147 ASTM D 6222 AST ivl F) 5147 ASTM D 6222 ASTM D 5147 ASTM D6163 AST1'i D 5147 ASTM D6163 ASTM D 5147 ATM D 6298 ASTM D 5147 Avg D 6163 ASTM 1)5147 A.STM 1f3 6164 ASTMD 5149 ABC SUPPLY CO PAGE 04/14 PA 100(A) ASTM D 1929 ASTM D 635 Notre ASTM. D2B23, Type 1 ASTM 1)312, Typhts 1, 11, Ili and 1V !product SDescrIntlrr¢c 1-leavy duty, polyester reinforced, asphalt modified fied bitten 1i ntcm,trane. granule surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surfaCc Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy dotty, polyester reinforced, coasted with fire retardant asphalt modified bitumen ir:eatibr':u l,rarntl ^. surfctc:.. SITS modified asphalt base sheet reinforce with A glass fiber 1121t. Non w ®den fiberglass mat coated with polymer trretiiflled asphalt and stu with mineral granules. Non woven fiberglass mat coated with fire retardant, polymer modified asphalt arid surfaced with mineral granules.* Woven fiberglass mat coasted with Polymer modified asphalt surfaced with aluminum- copper or stainless steel foil. Non -woven polyester and fiberglass Cant coated with file retardant, polytner- modified .asphalt and surfaced with mineral granules. One -way valve vent used to relieve built- up pressure within the roof system. GAP Vent Stacks are available in metal cr plastic. Mineral colloidal bituminous emulsion with reflective alurrliruavt flakes Non- fibcred. Aluminum pigmented, asphalt roof coating twerply mopping and surfacing asphalt SEI3S modified asphalt Fiberglass reinforced shingle. uei 4erlayrneott AS"IP,R D 5147 SUS Fil011i flcd asphalt h use sheet and iartt tp1y sheet reinforce with a glass filler that tile tortdcrlaymerit. lbtrre� Nn: 113- OSOle412 a,at,ieaaina 111/06/ 03 Atrthruvnl Date:1O/23 /0 Par. 4 olT 32 @3/07/2005 07:16 3057518579 Product Tilt \late Nloditicd Carp Tile -Mate Modified Cup Plus TopCom/ Surface Seal &Pl (Matrix 6132 SE Coating) GAF WeatherCotc® H134<ivilatrix 915 MB Coating) 'fopCoait MT1 +(Mtatrix 715 Coating) WcatlherCotcT (Matrix 531 eatlxrCote@ Elastomeric Flashing Grade) Matrix Low VOC s.`.11;+ Matrix 101 System "Pro S13S Adhesive (RuberoicleM13) Matrix 201 Systens Fro SUS Flashing (Rubtroid®MTD) Matrix 102 Select $13S Adhesive (1Cubceoid®iMl$) Matrix 202 Select SI3S Flashing Riiatriu 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Coarsens Matrix 103 Cadet Adhesive Matrix 303 Select Fibcted Alusrsiottrn Matrix 304 Select Non - Filueed Milit [:RO1D® Modified Bitumen Adhesive ABC SUPPLY CO PAGE 05/14 Test Product EikagmipEs Speci iegtion Reserlpillon 1 sq. roll ASTM 1) 5147 Non -woven polyester mat coated with 103 Ibs. polymer modified asphalt and surfaced with mineral granules tile uoderlayoteat. 1 sq. roll ASTM D 5147 Non-woven polyester mat coated with 102 lbs. polymer modified asphalt and stein:el with mineral granules tile underlaytment. Surface coating for smooth surfaced asd ocnineral surfaced roofs. Suvfiace coaling for Sm0B41 surfaced aitd mineral surfaced roofs. 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons ASTM D3019 5 gallons AS?M D3Q19 5 gallons ASTM D3019 5 gallons ASTM D45S6 5 gallons ASTM D4586 5 gallons ASTM D45S6 5 gullonc 5 gallons 5 gal tuns 5 gallons ASTM 1)3019 ASTM 1, 2824 ASTM 1528258, Type 1 ASTM 153019 Tye 11f Surface coating for st42ooth surfaced and mineral attrfaced roofs. Surface coating for smooth surfaced :and mineral suv1ared roofs. Surfacr. coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SE13S Asphalt Adhesive Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Stredard Plastic Asphalt Roofing Cement Stanclard Plastic Asphalt Roofing Cement Caulk Grade. Cold Applied Asphalt Adhesive. Fiberod aluminum coating. Man- fibcitd. Mutuintoin pigmented, asphalt roof curling. Fiber reinforced, rubberized Adhesive T OA No: 03- 0501. Ettpirntk'ui Date: Iliti6 US A peparevr l rhote:8 11123/03 Dotage 3 ac4 32 03/07/2005 07:16 3057518579 APPROVED I ULA'1WN5: c . Product Manna EPS Wood Fiber High l) nsity Wood Fiberboard Pclitell )rerltatu: C.orngrositc PYROX White Line ACPuain I. %i & Composite YS() 954 ISO 9.i+ C :onrpositc Perlin: Insulation inns T.)cck li'NRG1(02 A E'>4i O'Y -2 PLUS, 111traC;ard (sold Partite insulation hoard. Cut perlitt: board Petiiee recover board ABC SUPPLY CO TABLE Product ICtoscriptOwa9 GAFTE Isotherm ; RA, RN & Polyisocyanuratc foam insulation Composite, EnergyGuord X GM-MEW GM Composite A " N Fnlyisccyanurate foam insulation with high density fiberboard or Penvtalitc perlitc insulation. (BMCA)GAFrEIVIPC Fiberboard Fiberboard insulation. OAi- TEMiP® Pegmatite COAF1'EMF GAFCA1T GAMTIVIP P: rmalatc Recover Board (AFTEMP GMEDGEP N Tapered 'Tapered partite board Edge Strip (BMC:A)GAFTINPO )iiGgh Density Fiberboard 11M(;A Enea•gyGuard. RA Polyisocyraurate foam insulation BMCA Composite EncrgyGuard, Folyisocyi orate /wood fiberboard 11A composite Nigh density wood fiberboard insulation. Polyisocyantarate foam insulation Poly isot:y urare foam ins ulat k'olyisocyanu:atc foam insulation k'olyisocyanurate foam insulation ro yisocyinuratdlrerlite ridged insulations &eroded polystyrene insulation Wood fiber insulation board Wood Fiber insulation board It 9 erlitc / urethane consposite beard insulation Partite insulation board Water resistant gypsum board PolyisotyamuraM fount insulation DAIL gigs etlm¢rs (With Currant HOA) GAF Materials Corp. OAF Materials Cop. GAP Materials Corp. OAF Materials Corp GAF Materials Corp. GAF Materials Corp. OAF Materials Corp. OAI? Materials Corp IIIMCA Et MCA Apache Products Co Apache Products Co. Atlas Energy Products Firestone Building Products, inc. Firestone Building Products, inc. Generic (ietneric Generic Generic generic G.P Gypsum Corp. Johns Manville RNOA Mfg 03- 050111 aapiroelaea Dote: 11 /06/0A Approafl0 YDtate:10/ 4/03 1PnBe 6 o132 PAGE 06/14 63/07/2005 07:16 3057518579 APPROVED INSULATIONS: Product Name FiberGlese Roof Insulation ISORoc Sttrectodek Multi -Max & PA Paroc Base Board Y'aroc Cap Board APITRO VIF.DD FASTENERS: Fasee tope• Number 1. GAFiflr (Tjtill - Tic ®) 012 Standard & 014 Heavy Duty Roofing Fastener 2. GAFT1TES (Drill -Tec)) ASAP 3, QIAP IT1:G (Drill- Tcc ®) I3ase Sheet Fastener and Plate 4. Galvalutno Plate (Drill - Tev& Metal) 5. Polypropylene Plates (Delp Tech Plastic) 6. Dekfnut Fal!encrs X12.014 015 7. Dekfast Hex. Plate Dekfasl L ck Plater 9. 1112 Roofgrip fasteners 10. Metal Plate 11. Gearlok Plastic Plait 12, UlasftstFattener Polypiopylcne locking plate. Insulation fastener for wood, and xteel. Crslvalume stress plate.. ABC SUPPLY CO TA31LE 2 Product Description Gloss ftber/Pvlineral fiber insu9m1iott Polyisocyanurate foam / reckwool composite insulation wood fiber insulatitm. board Polyisocyanurate of insulation Rockwool insulation Product Descviptaosi Insulation fastener for steel. wood S concrete decks. Prc- asscntblcd ()Am t Fasteners and metal and plastic plates. Base sheet fastening assembly. Round galvalume stress plates. Round polypropylene stress plates, Insulation fosiencr for wood, steel and concrete decks Golva!mttte t..ee stress plate. Polypropylene mind plate Insulation fastcnet assembly with rr:cee::erl plastic plane D 3 ° and 3 V7 " 3 " mud Ws" 2 7W a 3 IA" 3" 3r /d' 3" room!. 3" %quat+e 12" Fr)la roarer (With Current NOM Johns Manville Johns Manville Mtuontte. RMax, leer;. Parcels, Inc. Manufacturer (W (z1a Car MA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materi Corp. OAP Materials Corp. Cunstructiun .Fasteners Inc Construction Fasteners Inc. Construction Fasteners Inc.. Nw Buildett Corp. rrw 1Buildrs Corp. I'CQAI Buildcx Corp. Johns Manville NiEM 1 o: aa9- &502. ®Z ExpOnvittam 9 1/9I6/ 8 Appv Dvml 49ratQ:1 0112 3/1 3 3 Page7m7n2 PAGE 07/14 03/07/2005 07:16 3057518579 A.11ro>i'ItOV ED FASTENERS: S IFaaUertaT ik amber Product None 13. Olympic Fastener #12 &t #04 14. Olympic Fastener ASAP 13. Olympic Polypropylene 16. Olympic G -2 17. Olympic 5tandar;1 18. Insul -Fixx Fastener 19. Insul -k'L \u S Plate 20. Insul -Fixx P Plate Zl. Tru -bast 22. Trtu -lust Plates 23. Tru -Fast Plates EVIDENCE SS METir m Ted Age Factory Mutual Research Corp. Factory Mutual Research Corp. Trinity Engineering FR.1 Asphalt Technologies, Inc. MT of S. F1. MT ofS.Fl. TABUS 3 Prntlan¢4 Desea7lptinn Insulation fastener ABC SUPPLY CO Pee - assembled Insulation fastener told plate Polyp upylene plastic plate 3.5" round galvalumte AZ.55 steel plate 3" round galvalumc AZ. O steel plsec Insulation festlerter for steel and woad deck 3" round galvaluine A2 50 steel plate 3" round polyethylene Fuss plats Insulation fastener for steel and wood decks 3" round galvalunie AZ55 steel plate Polyethylene plastic plate Test llalreu iP Current Insulation Attachment Requirements Is MRC 4470 a P/t 114 Wind Uplift 1'A 1114 GAF- 020.02 -01 02-005 02-0f4 Diratenst1ono 3.25" round 3.5" round 3" round 3" round 3" round 3" round 3" round Wilgiratufrinetts Q¢S* (With C arrrpnt 110A.) Olympic Manufacturing Croup. Inc. Olympic Manufacturing Group, Inc. Olympic Mattaufastug Group, Ise. Olympic MainufaCtunng Croup. Ync. Olympic lviaqul'acturi 1C Group, Inc. SFS/Stadler SPS /Stalk r SFS /Stadler l'Ftc Tru -bast Corp. The Ti' a -Fast Corp The Tru-Past Corp. FMRC 1996 01.01.96 J.A. IB9I%8.AM J.I 3D4Q2.AM 4483.04 97 -1 ASTM D 4977 TAS 114 TAS 114 (09.04.97 04.30.97 (X .06.97 02.01.02 (11.18.02 03.12.02 No& Flo: 18.0500 EttpBrtularw 1)ate: 111/06 /Os Apgrruvul D to :40/2.' Page 9 off 37. PAGE 08/14 ABC SUPPLY CO PAGE 09/14 03/07/2005 07:16 3057518579 laMetn5rene Type; SITSISI3S Cold Applied Desk 71'yt►c 11: Wood, Non-insulated IDeck DcsEstriptlota: 19 l 3E " or greater plywood or wood plank decks SyMem Type 11; (ID: Rase shoot mechanically fastened to ruuf deck. All General and System IlArnliautioats shall apply. Bases meet: OAFOLAS pS) Ultima Base Sheet, ST RATAVENTO Eliminator I'crforsited Mailable, RtI11EROLD Modified Base Shect,111.1BEROM0 20, RU1 EROID SOS 11cat -Wcld' t Smooth or Rt ).Oi) S113S Heat -Weld 25 base sheet mechanically fastened to deck as described below; F a5lemitoa OAPOLA a Ply 4 . GAFGLAS Flex l'lyls" 6. GAFCJL 4S lt'IS Base Sheet or any Op alOvss: of above Rase sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9' o.c. at the loop staggered and in two rows 12' o.c. in the field. (l►farienio a Design Pressure —45 psf, See General Limitation Q7) ClAKII .AS0 Ply 40, , CAAGLAS Flex Plyna 6, GAFGI..AS 075 !Bane Sheet or any of above Base sheets attached to deck with Drill -Toc (GAPTITE) #12 or #14 Screws and 3" Plates. 112" o.c. in 3 row. One row is in the 2" side lap. The other rows arc equally spaced approximately 12" o.c. in the field of the sheet. (Aiasrinum Design Pressure 45 psy; Sce General llurmilalaott '7) (3AFOt.AS Flex PIyl`► 6. (1A.FOLAS 05 Bare Sheet Or any of above Brie sheets attached Io deck with approved annular ring shank nails and tiro caps at a fa:tcncr spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. In the field. (ldfnniet tarry Design Prens :Pe - 52.5 psf See General Limitation 1 7) ('AFGf AS A7S Bate Sheet or any of above Base sheets attached to deck with f.h'ill�fec (OAFTIT11?) 412 or 1114 Screw and 3" Mates, 12" o,e. in -0 rows. Onc row is in the 2" side lap. The other rows are equally spaced apprtixitnatcly 9" o.c. in the liAd of the sheet. (Maximum Desist; Presets • t3U psf, See General Limail'afi ®,s X17) Any of above Base sheets attached to deck approved ann!dar ring shank. mils and 3" inverted drill -vra (Gm'I'ITE) insulatirtn plate, at a fastener spacing of 9" n.a:. at tlii 4" lap staggmrod in two rows 9" in the field. (Wu.rro3iws Design Pressure — ti1D psf, See Ge33erall Limitation #7) (3AFGLAS 05 13 asc Shcct or zany of above flat sheet: 2!Idcl:ctl to deck with 1>ri t I.Tec (GAF Tf'M) 412 or #1.4 Screws and 3" Metes, S' u.c. in 4 rows. Onc rutv is in the 2" side lap. The other rows are equally siia.ed appro 9" eo.c. in die field of tile spec... (/ikarirvrmrrt Design Pressmra -.74 psf, yse Gattrrral P.imtilotian 47) Ply 1ttcct: (Optional) ()mc nr more plies GArt:il.AS PLY 40. GA.FGLAS FICA Ply 13, GAVOLAS H1;0,11(113EKOlD MOF' Smooth or 11.1.1BERQ1) 2t) xheet adhered in n fall mopping of approval asphalt applied within the Evi'I' range and ut .a rate of 2(J- 10 It ",c. /sit. NtIA Nu: 0.3.030 Explrut io¢o Mite: a1 /0ai/101 .Aa (aru% i ot Mate: ac u3 Page 26 03/07/2005 07:16 3057518579 ABC SUPPLY CO PAGE 10/14 Mounbzeue: One or more plies of RIJBER.0I1) MOP Smooth, R Mop 176 FR, Rubcroidl® Mop Granule, Rubcroin Mop Plus Granule, Ruberoid® 20, Ruberoic➢® 30 or Ruhemid@ 30 FR ctr R%Ibefoid63) Mop PR or RUBEX O1D UltraCladvm SBS in adhered in a full mopping of approved asphalt applied within the ENT range and at o rate of 20-40 Ibs. /sq. Or, One or more plies of RUBER.OXD MOI? Smooth, RUBEROID® Mop Granule., 1UJBEROID43) Mop 170 RUBERO23)® Mop Plus Granule,1Subcroid® 20, EIUJBI2ROLDO 30, RRUBEROID® 30 FR or RUBER ®ID® Mop .FR or RUBEROII) UltraClado SIBS in RUREROID Modified Bitumen Adhesive at as application rate of 1 -2 galfsq. Otadednag: (Optional, regoircd if RUBER01U MOP Smooth or RU13TiROr 20 is top merobfafae) ynstall one of the following: . Gravel or slag applied at 40) lb./sq. and 300 lb. /sq. respectively in a flood coat of approved asphalt at 60 lb./sq. 2. GAFGL S Mineral Surfaced Cap Sheet in an approved asphalt ratan application rate of 251b. /sq.± 15%. 1. GAF Weaehercate@ Mfl+(Matrix 715 MB Coating), Applied at 1 to 1.1 gal. /sq. 4. Top Coat Iv Surface Seal SB(Mntriu 602 SR Coating), Applied at 1 to 1.5 gal. /sq. Wi £Jis om ii9atD D eolige Yawata See fastening a!tave Pd0A fin: 03-D MID Alt r.vtatraLt aMaa+: 'moons Riopr ov 9)aa.:9012;.%/ Pate 27 aP 32 1 4 03/07/2005 07:16 3057518579 ABC SUPPLY CO WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flea Ply rm 6 when used as m mechanically fastened base ar anchor sheet. 2. Minimum c /4" Dens Deck or Spa Type X dypsurn heard 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 Approval hoofing Materials Directory for fire ratings of this product. 2. Instillation may he installed in multiple layers. The first layer shall he attached in compliance with Product Ccmurd 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 netacluneni When applied in approved asphalt. panel size shall be 4'st 4' 711aaimum. 4. An overlay and /or recovery board insulation panel is required 00 All applications over closed cell fo:tm insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall lz applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped R" ribbons in three rows, one at each sidclap and one down the center of the sheet allowing a contintaous arca of ventilation. Encircling of the strips is not acceptable, A 6" break shall be placer! every 12' iu each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spt attodoed Plyseasois shall um liiorda d to meestiomtataa atee1gsa pretvrre of -44 gas!?. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Puree (C:) value of 275 11911., as tested in compliance with Testing Application Standard 'CAS 105. if the fastener value. es field- tested, arc below 275 lhL insulation attachment shall not be acceptable. 6. Fastener spacing for m6chanical attaeluucnt of anchor /base shcct or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within as specifac system. Should the fastener resistance be lees than that required, as dctertnined by the Building Official, ti revised fastener spacing. prepared, signed and sealed by a Honda Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said reviseel fastener spacing shall utilize the witinfrraal assistance value taken from Testing Application Standards TAS 105 and calculntions in compliance with Roofing Application Standard R,AS 117. 7. I'e'rimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Paetcnar dellsitiCS increased for both insulation and base sheet es calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically refereed within this NOA. General Limitation 0.9 will not be applicable.) All attachment and sizing of perimeter It:tilers, moll profile., anal /or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind Iuad requirements. 9. The maximum designed pressure limitation listed shall be applicable to till roof pressure zones (i.e. field, perimeters. and corners). 'Neither rational analysis, crag extrapolation alum Ian: permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and coraenv). (W llacrm this limitation Is apeclrlrmlly referred within this ft1OA., General ILlmitatiant fig will not Ise applicable.) 11). All products listed leetein shall have a quality assurance audit in accordance with the Florida lluilaling Code and Rots 9D-72 of the Florida Administrative Gale. END t, V 1i1FllYS ACCEM ANC9; Nfl/ No 03- 0501.02 Reneri4iotr mate: Il1/06 /0 i A ppt rn•at J1ate : 110/13/03 Vagr not' 32 PAGE 13/14 1 zck's• $ 3/07/2005 07:16 3057518579 ROOP COVERING MATERIALS (YEW) fria ROOFING SYSTEMS (TGFII)- Continued d Base Sheet (Optional): One or more layers Type 61. 62 or G3. Membrane: One or mar? flyers or "Rubernld Torch" (smooth or granule), "Rubgioid larch Plus" (granule), "Ruberoid t4ou' (giertul,e) or "Ruberoid Mop Plus' (granule). Coating: Varna& No. 97, 1-1/2 - 3 gal /sq. 6. pocks C -19/32 Incline: 1/2 insulation: One or more layers pt:tita, glass Frbe,. i,ntyamurtr:, urethane. partite /issmeenural.e composite, perlite /erethaurr, composite, phenalic, 1.1/2 fn, rein Ihickness (offset Iron plywood joints 6 in,). Dose Sheet: One or mare layers of type 62 or el. Ply Sheet (Optional): One or more layers of lst,e GI. Membrane: Oro or mine !Ayers of "Ruberoid Turth" (smooth 0r granule), " tiut:eroid Torch Plus" (granule), 'Ruberoid plop' (sn or )ranule) or "Ruberoid Mnp Plus' (granule). Surfacing: t(arnhk No. 91, 1.1 0 - 3 gal /sq• 5. Peek: hIC incline: 1/2 Dose Sheet (Optional): Otte or more layers of type 61, G2 or G3. Membranes die or more layers of 'Ruberoid Torch' (;naruth or granule), "Ruberoid forftr Plus° (granule). Surfacing (Optional): aanralc 'Mo. 97" ur "L69' at 1.3 yal /sq or Grundy Ind. "ZO F Enwlsiun" at 3 gal /sq. 6. Peck: C -14/32 sncilne: 1/2 Insulation: One or more layers perlite. Van fiber. 3/4 in, rain, isocya,turate, urethane, perlite /Isocyaniirato eomnpesito. perlite /urethane composite, phenolic, 1.1/2 in. min. Dose Sheet (Optiant ): One or more layers of type 61. G2 or 63. Membrane: One or morn layer; of "Rubernld Torch' (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid glop' (smooth ur granule) or "Ruberoid Mop Plus" (granule). Surfacing: Gravel. 7. ®eCtt: C -13/32 Incline: 1/2 Insulation (optional): One Of more 'Ayers porter:, wood fiber, elms Fiber. lame /onvrate, urethane. perlite/isocyariurate composite, perlite/ uretharmes composite, wood filter /isoeyamarate composite, phenolic. Case Shoot: Two or more layers of Type G2 or 63. Ply Sheet (Optional): One or mute layers of Type G1. Membrane: One or snore layers af'Ruberaid Torch" (smooth or granule), "Ruberoid Torch Plus" (gramute), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mnp Plus" (granrmle). Surfacing: Karnak No. 9?. 1.1/2 - 3 gal /sq or gmavret. G. Becks NC incline: 1/2 Insulation: One or mcre layers perlite, glass fiber, 3/6 in. min, isocyanurlte, urethane, perlite/isocyanurate composite, prellte /utetlsane eonmpasite, phenolic. 1 -1/2 in. min. Dose Sheet (Optional): Ono or more layers of Type 51, 62 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule). " Ruboroid Amp' (smooth or granule) or • "Ruberoid Mop Plus" (granule)• 0 Surfacing: 'AL MO Aluminum Roof Cnating" at 1'2 gal/sq. Deck: C -15/32 Intuit: 1/2 Insulation (optional): Doe or more layers perlita, glass fiber, 3/4 in. min. isocyanarnte, urethan°. perlite /isocyanurate composite, perlite/ urethane composite. phanolic. 1.1 /E in. min. Bose Sheet: One or more layers of Type GE "6AFrillA5 e75 Base Sheer. hot mopped or nwclianiudly fastened in place. Ply Sheet, One or morn layers of Type GI ° GAFGLAS Ply 6 ", hot mopped ii place. Membrane: 'Ruberoid Mop FR" (,3ranule). Soarfadng (Optional): GAF Filmed Alurnlnuni Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 9aVsq. 10. peck: C -14/32 Incline: 1/7 • Insulation (Optional): Ono or more layers perlite. Is fiber, 9/6 in. nmin, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite:. phenolic, 1.1/2 in. min. - gene Sheet: One or more layers of Type 62 "GAFGLAS 975 Base Sheer. :;r�,,r hod mopped or mechaomically fastened in plata. eeeesd Ply Sheet: One or more layers of Type 61 " GAFGLAS Ply 6". or "GAFGLAS : j: CRY 6" hot mopped in place, b 9,, ; -, • tgernbrane: "Ruberoid Torch FR" (granule). i; s.y' Surfacing (Optional): GAF Filmed Aluminum Coating ot 1-1/2 gaVsq or ' ' 5 GAF Weather Coat Freulsion et ) gal /sq. ' BneNna: 1/2 "'r Deck C -15/32 i S 1• I llsulatton: Isucyaanunate. 2 in. min., wood fiber, perlil,e or glass fiber. •1 any thickness. Isrst mopped or rns:chanirelly fastened in place, Joints O 6 in, .s game Shoot: Ont or mom layers of Type 62 "GAFGLAS 1175 Base Sheet ", hot napped nr u,echArsir„tly fastened in place. ., ply Sheet (Optional): One or stare layers of Type 61 "GAFI;L.AS Pty 4° or ply 6' hot mopped in place. •, Membrane: "Ruberoid Torch FR' (granule). =;,.Surfacing ( Optional): GAF Fibered Aluminum Coating at 1 -1/2 get/sq or IM Weather Coat Emulsion of 3 gal /sq. ABC SUPPLY CO LOON FOR NAM ON PRODUCT PAGE 14/14 ROOP COVERING 14ATLRlALS (TEV1) 235 ROOFING SYSTEMS (TGFU) - Conlin ed 12. Oeth: C•19/77. TactIne: i/P Insulation (Optional): fsoeymurale, perlite or glass fiber, any thickness, hot propped or :mechanically fastened in plane. Juimts offset 6 in. Base Sheet: One or murr! layers of type G2 "CAMAS 015 04SC Sheet'. hot escrpped or mechasi ;ally fastened in place. Ply Street: One or more l.syeis of Yypq G1 "GAFGLAS Ply 6" or "ely 6", lot mopped in place, Membrane: "9ubercid Tor Fir (granule). Surfacing (Opcionat): (.AF (alerted Aluminum Coxing at I.1/2 gal /Sq or • GAF Weather Coat Emulsion al 3 gal /sq. 13. Oere: NC incline: 1/2 Insulation (Optional): (spcy„r:nrale, wood fiber board, perlite, g!•ns fiber, any thkkr:o +s. hot I or mechanically restencd in plu +c. Joints o 6 M. Base Sheet: One or innwr layers of Type 62 "GAFGLAS 3/5 0• Sheer. ", hot mopped in place, PIy Sheet (Optional): One m more layers of Typo 61 "GAFGI AS Ply 4' ar "Yly 6" hut nmappsid nt ((var. Membrane: "kubernid Torch ii ' (eremite), Surfacing (Optional): 't41e libeled Aluminum Coaling" at 1 -1/2 gal /co or GAF Weather Coat Emulsion at 3 gal /sq. 14. Deck: NC Incline: 1/2 Insulation (Optional): S-,cyatsurate, wood fiber board, partite glass fiber, any thick[ :es, sot mopped or mechanically fastened in place. Joints offset 6 in. Base Shoot: One or more layers of "GAFGLAS 1,15 Base Sheet", hot mopped In place. Ply Shoot (Optional): One or 11010 layers af'GAF GI.AS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Rubernld Torch Fi" (granule). Surfacing (Optional); CAF Weather Coat €muls!ori applied at 3 gal/sal nr GAF Filmed Aluminum Ceeting et 1-1/2 gal /sq. 16. Deck: C -15/32 Incline: 1/2 Insotatlan (Optional): Pk rlire, fiber glees, j s yanurare. ur,'tllane. perlite/ isocyanurate composite or phenalir. Base Sheet: One or more layers type 62 or 63 basn sheet, trout mopped or mechanically fastened. Ply Sheet (Optional): One or mare layers Type G1, hat mopped in place. 13em11breae: "Ruberoid Mnp FR' ot "Ruberoid Flop 170 FR' (granule). . Dock: C•19/32 Incline: 1/2 ' Insulation (Optional): Partite, fiber glass, isocyanurate, urethane, partite/ isocyanurotc composite or phenolic, offset 6 in. from join's. aase 5haot: One or inure layers of Type 6.2 or G•3 be sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or ntora layers of (-'pc 6-1, hot mopped in place. Mombremle: One layer or "Rubernld Torch" or " Ruberoid Mop' (smuath), (grano lentbrone: la) (Inc layer of "Ruberoid Torch rr or "Rubeiotd Mop f3' 11. Dock: NC Incline: 1 Insulation (Optional): I'erlite, fibor glass, wood fiber, isoeyanurete, urethane, perlite /isdcyairerate composite or phenolic. Base Sheet: One or more layers type 62 or 63 base sheer, hot mopped or ates:hentrally fastened. Ply Sheet (Optional): Ono or proofs layers Type. G1. hot mopped hi place. Memb(granurane: ). One layer of "Ruberoid pop FR" or 'Ruberoid Mop 170 FR" le 10. Decks NC inelino: 6/2 Insulation (Optima(); Porlita, fiber glass, wood fiber. isacyanurate, urethane, perlite /isoty: composite or phenolic. Base Sheet (Opttuaat): throe or 110,0 loyerS of 'typo G-2 of G -3 batnt since¢, hot mopped or mechanically fastened. Ply Shoot (Optional): One or more layer, of Type G -1. hot mopped in place. Membranes One layer of 'Ruberoid Torch" (smooth), "Ruberaid Mup" (smooth). mentbrase: NO toyer of 'Ruberoid Torch Fr, "Ruberoid Mop FR" to " tuberoid Mop 170 FR" (granule). 19. Oecls: NC lrocline: 9%2 Insulation (Optional): One or more layers of pone.. gloss fiber, isocyanurate, unath!nv.. permit•' /isrr :y,onurate enitipasite or phenolk• any thickness. Rase Sheetr nee or more pines r,t or 62. hot stopped or adhered with kopek Chem. at Co. "No. 81" or •rribsun -Homan 'No. 6160' cold applied ar1li '.ive at 1.1/2 gal /cq. eterpbrane: One layer M "Ruberoisl mop Ff3" or "Ruhoroid Mop 170 FR' (granule), hot mor adered rh IWnaemi "No. or 6rbsun -Homan "Hp. pped 6160 col appli adhesir v k e Ch at 1.1/2 cal Co. gaVsg. 81" 20. Back: 1.14/32 Bodine: 1/4 insulation: Polyisocyonurete, any thickness. Dose Sheet: 'GAFGLAS 075' (Typo 62), mediate trolly attached. MIAMI SHORES VILLAGE BUILDING DEPARTMENT c S ` ` .5 ®' 305 795 - 2204 Building Inspection Request \� Dat a "T Insp n C `mot NP Permit No. BP 03 _4-1C1 Name PCk 1 ° tPnaLL Address I® — ? ) N qi M CSC /G - Company Phone # Inspection Date Correction Re- Insp'n Fee 2435 MIAMI SHORES VILLAGE BUILDING DEPARTMENT ' 305- 795 -2204 Euildin Inspection Request Date 6 — Type Insp'n / c l2 „ -g Permit No. i " 0 `— 4 7p Name 1l. 4 I-1.-3 i C (C Address / Z 3 //- l 7 .S Company /3 u S •■ � 0 � ti s Phone # Inspection Date Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT . 305- 795 -2204 \ Blur! ing Inspection Request � Date, Type Insp'n � L i ■ n py Permit No. OJ ° \1G nnoC lc Name Address 2 Ni F , Company SU3 Ro V 7 ( , Phone # Inspection Date, 7. d or orrection Re- Insp'n Fee L� Qualifier Permit No. ePag ° 1 No. ¢ 1 / Type (circle): Building Electrical �ii u: , nom 1 ecivanical Owner's Name (Fee Simple Titleholder) {.4 ,A, W4i Pl o e .W25 7.6V° 09 BUILDING PERMIT APPLICATION FBC 2001. Owner's Address 993 /3 c/ City // /AN/ SAVAS State / Tenant /Lessee Name N/ Job Address (where the work is being done) City Miami Shores Village Is Building historically Designated YES State Certificate or Architect /Engineer Value of Work For this Permit Type of Work: Describe Work: Submittal Fee 5 a Permit Fee S Notary S Training /Education Fee S Scanning S Code Enforcement 5 1 Drat Fee Nov lhu' Addition ❑Alteration . 's Name (if applicable) AV (`./ n itllllwli 11l1 11111 /11501" Si Rado 5 30\ 1dAidllll 311U1 C5 V llld.�L Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 /Z3 MBE 97 S E Zip3 3/S 9 ° g3.3-t County Miami -Dade NO ) Contractor's Company Name 0NA, ea 57? Contractor's Address . ® d(� 97%i Cit % . A 4 v 5 Slate Zip Registration No. ete--- e Certificate of Competency No. Aie,. 0934/7p/ ['New Structural Pian Review. S Zip .3Y/32 Phone # 409 Phone # "V5. 2/9°94 ef Phone # 6,f/�f� Square Footage Of Work: Z3 00 4 ZRO Ali .4 ❑ Demolition 774x eaae..7metLeAele 0,0 agw4_,&ac: 310 — CCF S COI C Technology Fee Zoning Bond S ` Bonding Company's Name (if applicable) • Bonding Company's Address City Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a pennit 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 pemrit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS. WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constniction 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 10 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 hen law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement nnrst 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 reinspeclion fee will be charged. Signature lr.Gkt Owner or Agent The foregoing instrument was acknowledged before me this day o � 2t1( , by who person known t e or who has produced As identification and who did take an oath. NOTARY P Sign: Print: My Commission Expires: ** ************ * * * ** * * * * ** * * * * * * * * * * ** ** * * *y. *********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: 05/13/0: Stage 7/h e Zip N Signati Contractor The foregoing instillment was acknowledged before me this'/ day of , 20 _ , by wi p is personally known' me or who has produced as identification and who did lake an oath. S. NOMry Pub11C 4,( ►* 0 Corornitakin t. Commissloi 109 i • dod By Nations N • r * * * * * * *144 Expires: irk. l 10 ,Q0cx , ** * * * * * ** * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TiME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NOJ /' .OF' `r ( STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and In accordance w th Chapter 713, Florida Statutes, the following information is provided in this Notice of Cor mencement. 1. Legal description of property and street/address: /R d77 `57RE - 7` A - 1.33 _ 3 70 2. Description of Improvement: 3. Owner(s) name and address: interest in property. Name and address of fee simple titleholder: // - 4 AstAr d fc hUU IN, V 4. Contractor's name and address: 5. Surety: (Payment bon Name and address: Amount of bond $ 6. Lender's name and address: 1111111 IIII1111III11I111111111111111111111111 CFN 200500350091 OR Bk 23251 Ps 4156; (lps) RECORDED 04/08/2005 11 :36 :59 HARVEY RUVIMh CLERK OF COURT MIAMI —DADE COUNTYr FLORIDA LAST PAGE other documents may be served as 7. Persons within the state of Florida designated by Owner upon whom notices provided by Section 713.13(1)(a)7., Florida Statutes; Name and address: B..In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differ t date is sperm ed) &AA, mt oc Notary Public Print Notary's Name My commission expires: 127.0142 PAGE 4 OA2 Signature of Owner Print Owner's Name S41/0, L Sworn to and subscribed before me this _LA— day of (Icakra , 20 QS Prepared by Address: '2 � a.'/ Notary Public - State of Florida Mly fommlesion Fagsrp6 Apr 1B 2006 Commission 8 DO 100725 Bonded-By-National N,:taryAssn. s vr • Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 4/12/2005 Applicant: ELEANOR Owner: BUTLER J A IRESS: 123 NE 97 1 ) Contractor JOHN BUSTA Local Phone: 305 - 219 - 9699 Parcel # 1132060132440 Signed: (INSPECTOR) Building Permit Permit Number: BP2005479 BUTLER ELEANOR ST Contractor's Address: 300 NE 91 ST Legal Description: MIAMI SHORES SEC 1 AMD PB 10 - 70 LOT 17 LESS W6.7FT & LOT 18 BLK 18 LOT Fees: Description Amount FEE2005 -4744 Building Fee $300.00 FEE2005 -4745 CCF $6.60 FEE2005 -4748 Training and Education Fee $2.20 FEE2005 -4750 Technology Fee $7.50 FEE2005 -4751 Scanning Fee $15.00 FEE2005 -4756 Submittal Fee ($50.00) Total Fees: $281.30 Total Fees: $281.30 Total Receipts: $0.00 4'\ Permit Status: APPROVED Permit Expiration: 10/1/2005 Construction Value: $10,500.00 Work: RE -ROOF SLOPED AND FLAT WITH COLOR -THRU TILE Page 1 of 1 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work lone by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Type Insp'n Permit No. Name MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 BuildinlInspection Request Date Address Company Phone # Inspection Date Correction Re- Insp'n Fee I c / FeA ,s