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725 NE 93 St (6)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138 • 305- 795 -2204 Date / !/ Job Address 7,q5" / Tax Folio Legal Description K Cr G or i 9 Owner /Lessee/Tenet AI e e/l% / 5 Master Permit # Owner's Address 92 5 // E 3 T Contracting Co V h (A/ e0 V Y 0 0 1-) i) 4 Qualifier J /71t C 5 p Oii et v ®v` / State # 1 046 Square Ft. Signature t Municipal # Notary as to Owner and/ l•'�'r' ' i� " e t nil My Commission Expite, '' ,u '• c Commission # ' D .06254 t a= Expires March 4, 2005 . vf� : ' Bonded Thrn Atlantic Landing Co., ice. FEES: PERMIT 1 5 APPROVED: Zoning Building Mechanical RADON .9./oz. 0z Dat C.C.F Historically Designated: Yes No ✓ Permit Type (circle one): BUILDING ELECTRICAL PLUMBING WORK DESCRIPTION: r e — b04 �C Lv 1 (—& i -T'r(e s .e?- Gel/ /36 6 D s ,yn eLLli4.-7 Notary as to Contractorp_ r My Commission Exkti NOTARY Phone 3e11 7 3 3 S 7 D /J Address 3t / v f 6 S / 1 / s6 Phone 7 S7 l 1..2 rrd + eC c1 C / Competency # (e 7j Ins. Co. e A IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. MECHANICAL w ..,.���._.� Estimated Cost (value 9/ 606 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating const ction and zoning. Furthermore, I authorize the above named contractor to do the work stated. if t‘ete_ a1/410 re of Contractor or Owner Builder Date Phe 4 A, i VCnnmvssion # DD 006254 / n Expc_res March 4,200$ i :'0 Bonded Thnf • gtt ttt� of o Atlantic I,,adin Co., hto, BOND300 Date TOTAL DUE i) \ D F O g t{i—b7 Electrical Plumbing Structural Engineer •� SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane e) 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 a • ssed 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 ailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida uildi 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 i.e. townhouses, condominiums, etc.). In buildings with conunon roofs, the roofing contractor and/or owne�uld notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be ed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option maintaining this appearance. P e J ( Z - ( t ot. ttJG1. up'e, 5N) ' GeLLI N e t 5. Fowling Water: The current roof system and /or deck of the building may not drain well and may cal water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural stress and may require the review of a professional structural engineer. Ponding may shetten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the origina •oofing system is removed. Ponding conditions should be corrected. ►,1 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is A oaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if o erflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accord ce with the Florida Building Code, Plumbing. .• r 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the i erior 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. C: tDOCC? 1C- ltcmptLOCALS- flTempA5CCT10515 $.da Date Contractor's Signature Master Permit No. Contractor's Name Job Address ❑ Low Slope ❑ Asphaltic Shingles Florida Building Code Edition 2002 High Velocity Hurricane Zorie Uniform Permit Application Form Section A (General information 4 Pro -ss No. V ROOF CATEGORY ❑ Mechanically Fastened Tile 0 Meta: Panel /Shingles ❑ Prescriptive BUR-WS 150 ROOF TYP= ❑ New Roof Re- Roofing ❑ Recovering ❑ Repair 0 Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) ortar /Aci'hesive Set Tile Wood Shingles /Shakes .action B (Root pianl Sketch Roof Plan: Illustrate all levels and scuppers and overflow drains. include dim dimensions s of sect and p ev e ls overflow learl identify dimensions of elevated pressure zones and location of parapets. clearly ....__ --11.-141-1-1— _ 1:-.1.-_, :!:! , ..I_. -. is __ .. . 1..._ Roof Slope: : 12 r Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Perrnit Application Form. Section D (Steep Stopedi Roof System) Roof System Manufacturer: 1101111:tVblClLl-V Notice of Acceptance Number: ( 612- Minimum Design Wind Pressures, if App:icabie (From RAS 127 or Calculations): I _ P2:_2 P3: •i7 Maximum Design Pressure _From the NOA Specific System):_ Method of tile attachment: Deck Type: Insulation: Ridge Ventilatio ? iv A Mean Roof Height: woo L plkJ ype Underlayment: Fire Barrier: Steep Sloped Roof Sys em Des n Tt 2;2_ astener Type pacing L c 4 C, Adhesive Type' ► yy /9 g Type Cap Sheef:1 d• D1� i e ✓ V�YI Type & Size Drip Edge: Pool Covering: tl .21e 5.a,_ Ica oh/ U Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations For Moment based tile systems, choose either Method 1 or 2. Compared the values for M with the values from M r. if the M values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. • Method 1 "Moment Based Tile Calculations Per RAS 127" x t P �• NOA A 1\M r Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (MO Front Table 13elow NOA a�= Mean Roof Height — Roof Slope Description Resto'rin 2:12 3:12 4:12 5:12 6:12 7:12 *Must be used in conjunction with a list of moment based tile systems endorsed by t .e Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F 11 the F' values are greater than or equal to the F values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (pt: x1:= x w:= � — w: xcos e: Fr,: = (p2 : x 1: = x w: 013 : x l: _ _ ) — W: xcos ©: = Frz= -- X w: —) —W• xcos B: Fri. Where to Obtain Information Symbol Where to fine. Desipn Pressure P1 or P2 or P3 RAS 1271'able 1 or by an engineering analysis prepared by PE based on ASCE 7 1-1 Job Site 0 Job Site NOA M NOA N1, NOA R d Moment Resistance M; Calculated Minimum Attachment Resistance NOA Rc.uired U.lift Resistance Calculated NOA Mean Roof Height Roof Slope Aerodynamic Multiplier Moment due to Gravit Attachment Resistance Average Tile Weight Tile Dimensions Mr Required Moment Resistance* 15' 34.4 32.2 30.4 28.4 26.4 24.4 F, W 1 =length w= width All calculations trust be submitted to the Buildin 0 11Lial at the time of errant a..ltcation. NOA 20' 36.5 34.4 32.2 30.1 28.0 25.9 25' 30' 38.2 39.7 36.0 37.4 33.8 35.1 31.6 32.8 30.5 28.2 —1 NOA ' NOA F' NOA F' 40' 37.3 84.9 32.4 30.0 • SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. V r 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane iTe) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion p- rformance 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 a ssed 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 ailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida uildi 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 i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and /or lowne i uld notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be ed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option maintaining this appearance. F[ 014c t1�1Gi uc' i'3 laAvt G iLI nets 5. Ponding Water: The current roof system and /or deck of the building may not drain well and may ca wa ter to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural stress and may require the review of a professional structural engineer. Ponding may shetten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the origina •oofing system is removed. Ponding conditions should be corrected. ►,, 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is it oaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if o erflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accord; ce with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the i,erior 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. C: IDOCCSIE- ttcmpALOCALS- I�T rny \SECTION 1321.doc / / Date Contractor's Signature e Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 rinted: 8/13/2002 Applicant: ALEX 'Owner: BROWN 0 JOB ADDRESS: 725 NE 93 fl 7 Contractor OBENOUR ROOFING Local Phone: 305 - 757 - 2612 Parcel # 1132060141830 Fees: FEE2002 -4518 FEE2002 -4519 FEE2002 -4520 Description Building Fee CCF Buildier's Bond Total Fees: Amount $135.00 $5.40 $300.00 $440.40 Total Fees: $440.40 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 2/9 /2003 Construction Value: $9,000.00 Work: REROOF ENTIRE WITH MONIER VANG. ROLL COLORTHRU TILE (ALL TILE SAME COLOR) If there is nn norm+ THIS CHECK IS DEUVERED FOR PAYMENT ON THE FOLLOWING ACCOUNTS DATE TOTAL LESS %DISCOUNT LESS FREIGHT LESS TOTAL DEDUCTIONS AMOUNT OF CHECK AMOUNT OBENOUR ROOFING SHEET METAL & SUPPLY CO. 9301 N.E. 6TH AVE., STE. A- 101 305- 757 -2612 MIAMI SHORES, FL 33138 PAY TO THE ORDER OF f 'eadiA_ GSA€ CO EAGLE NATIONAL ANK/ 2999 NE 191st Street Aventure. Florida 33180 Legal Description: u'0 2 L 3? 20 1:066006349 : L686? Building Permit Permit Number: BP2002 -1415 DATE. <QQ ` DENIS EVELYN ST MIAMI SHORES VILLAGE NOTICE Owner is Responsible for Mainten^nce of Contractor's Address: 9301 NE 6 A VEA§ 13 1411"&cASilfu l walks as per Village of Miami 1.411.14-/ Shores Code of Ordinances, Incl:;ding Driveway;, Caused By Current Construction Activi;it;,. 5 -6 53 42 MIAMI SHORES SEC 3 PB 10 -37 LOT 29 & LOT 30 LESS E2OFT BLK 65 5- 23 -02. DOLLARS 21372 63- 634/660 I s 17144O. ‘6 24 saver Now= Page 1 of 1 Re- inspection cation herefor in strict compliance with all fications that may have been submitted to or if the plans are changed without tonsibility for a thorough knowledge of the that he assumes responsibility for work done is pertaining thereto and in strict conformity .,sponisibility for all work done by either NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 7 E q3 73132' 4. Contract 2. Description of improvement: 3. Owner(s) name and address: j4 eX l J C /l- / .5 Z? 5` ti5 9 s i /-0 fh o r e s G( ?/ Interest in property: Name and address of fee simple titleholder: .574 nt 's name and address: 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 8. In addition to- himself, Owner designates the loll Section 713.13(1)(b), Florida Statutes. Name and address: Sign Print Owner's Name Sworn to and subscribed before me this rod 17 r? Notary Public r� �,,,l _ •. , Print Notary's Name ' �' -„ •M y, �;, i a , ' fires March 4, 2005 My Commission ;'P� ` �cl41` Bonded Thrn Afianffr TInd Inn r'.ri T,.& • t 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: ng person(s) to receive a copy of the Lienor's Notice as provided in 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a dittere ified) STATE OF FLORIDA. COUNTY OF DADE I HEREBY CERTIFY that this is a true co y of the or fated to this office on c dax of C , AO 20 t. 01 ';S roy hand and Official Seal. ;,S VEY ,UVIN. CLERK, of�sr�uII and Courtly Courts Ety 028527199 2002 AUG 23 12:31 Prepared 313 Address: - 3 0 ti A ,f 3/3� 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 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. D ate.. . - ( ?..._._ . _ �\ 0 7 54 Street...... .13 Owner's Name and Address :1`tS�.StAS....... VAC .... .» No Registered Architect and /or Engineer O( v . ,,. _ , .,.. .,.,TI< r..,:., Name and address of licensed contractor. alert .•.. SIESICAS Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done r-� t —. State work to be done and purpose of building (by floors) t d _.4`.a �0.. r(cm/ - .and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation R lng Estimated Total cost of improvements $ 12,5 • 0_.0 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 t s'te of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only suc • •ntrors, j . o • performed under this pennit, as are licensed by Miami Shores Village. Remarks..._ (Signed STATE OF FLORIDA, COUNTY OF DADE. j ss ,19.. -.._ Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No.__.._. Date Read, Sworn to and Subscribed before me. Disapproved Date Notary Public, State of Florida (Signed) Building Inspector My Commission Expires to me well known, PLANNING BOARD DATE Chairman Member Member Member Member ...... Member ...._ _._..___ Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection of faulty materials and /or workmanship. Street and Number where. work is to be done STATE OF FLORIDA, COUNTY OF DADE. ss' Before me, the undersigned authority, MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby uinde for the approval of the detailed statement or we plans and specifications herewith submitted for the build ine 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. l� Owner's � i s Namc and Address . . , „ ti � :....t Z 3 1.� _ No. - 7.srZcr .. Registered Architect and /or Engineer Name and address of licensed contractor... R4/.. Location and legal descri lion of lot to be bui Lot41 7t 4.0 4 Block Subdivision ✓ / —: 7 x: - State work to be d ne and py}rp se of building (by floors) 171 it:4k New Building Remodeling To be constructed of Kind of foundation Roof Covering Estimate Total cost of improvements $ .G.. 1,1..t�a. . Qx...0 12 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.. . . - 72 .r g- F .. y.,7'V . / The undcrsiencd 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 scith the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or noticcs as are required by the Act. The undersigned agrees to employ only such subcontractors, •n work to be performed under this permit, as are licensed by Miami Shores Village. , Remarks (Signed) _.. I- • .,:,. sT ,•••n,•[n.,1rflhn1• »wnnee,xs.. and for no other purpose. Addition Repairs L— No. of Stories _ a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 8 c. & / 6 7 1 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 sta f) ed are e. Permit No..Z L.. Date...: /.. ! ............ Read, Sworn to and Subscribed before me. Disapproved (Signed) Date.. Notary Public, State of Florida uilding Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Mcrr,ber 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 hem obtained from the Nanning 11o.ud. A re-inspection Ice of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection ore 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 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. Mrs. Edith DeMauro N 725 ,..., street.j .E. 93rd St. Owner's Name and Address .._.__ Miami Shores Registered Architect and /or I ngineer ,,,,,,,,, Fame and address of licensed contractor Andrews Roofing & Improvement Co. 4300 E. ll.th Ave. Hialeah, Fla. 33013 Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 725 N . E. 93rd. S t. State work to be done and purpose of building (by floors) Re -roof o -dest portion of gravel and repair real eave of tile. and for no other purpose. Remodeling Addition Repairs X No. of Stories Kind of foundation Root hovering Gravel Estimated Total cost of improvements $ $950.00 Amount of Permit �...1 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 New Building To be constructed of be sent to Andrews Roofing . _.and ...Improvement .... Co. 43.0..0....E.. 1.1.th.._ Ave. ....Hialeah 33013 The undersigned applicant for this building pennit 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 po + or inspec ion on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only subcon• etors�onwork performed under this pennit, as are licensed by Miami Shores Village. Remarks (Signed J 74— 1.14. STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. II h Permit No.. ! v � Date 1 q Read, Sworn to and Subscribed before me. Disapproved -. (Signed) APPLICATION FOR BUILDING PERMIT Building Inspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Date ..._ __...... _ ..._. 1 Date _ ._�_....._ _..._.... .1978 to the building and its construction may Notary Public, State of Florida My Commission Expires to me well known, PLANNING BOARD _.._.... ..DATE Chairman Member Mfcrmbcr 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.in.pec•tion 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. Disapproved � — (Signed) �''!-� �- MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Applicat_on is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing o: other stru ture herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Vi I1ag -, F orida, and all provisions of the Laws of the State of Florida, all ord ;nances of Miami Shores Village and all rules and regulations of the Building Division of Miam Shores Village sh 11 be con plied with whether her in specified cr not. A cope of approv d plans and specifications must be kept at budding during progress of the work. Owner s Name and Address --- Registered Architect and/or Engineer __ . _ _ Name and address of licensed contractor and legal description of lot to be built on: Lot Block D. to Building Ins"ector LANNING BOARD Subdivision_. • /__ Street and Number where work is to be done _. 2.r_.. __ A/L_____ __ 3 57 State work to be done and purpose of building (by floors) __ _______ ° . ° Date_ ) // �/ t cp ,19�j C No... _Ile_ Street__ .`_ 3_ !T (..),/,,v DATE Chairman .. __ __ -_ _ Member -__ Member _ __ Member Member _ _ __ _ . _ Member Geuficil Approved ._ Da,e Disapproved and for no other purpose. New Building Remodeling . ___ . - ____. _____._ Addition_ Repairs _ No. of Stories To be constructed of __ Kind of foadation _ Roof Covering Estimated Total cost of improvements $ /Z. 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 subcontractors, on work to be performed under this permit, as are licensed by Miar. i Shores Village. /J y � °"A' '� Remarks -- - -.- - - - (Signed).L 5 l�l STATE OF FLORIDA, COUNTY OF DADE. j 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 swoin, 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. Perrrit No. ___ 7/ .P_ Date____ 1 ` 3-6 _ Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires 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- in.pect'oo 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. BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building / Architect Contractor or Builder Legal Description Address of Building a MIAMI SHORES VILLAGE, FLORIDA PERMIT Lot B1 • CONTRACTOR OR BUILDER N9 7104 Work to be performed under this Permit Subdi- vision Value of Project $ DATE Contractors -� License No. Amount of Permit $ 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 applica- tion 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 respon- sibility for work done by his agents, servants or employees. Signed4 INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in complian4a 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 ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY 19 �--4, j.., ABBOT L PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date /5�r Job Address 7 2 -C �� �� c; Tax Folio 7 3 /O Legal Description Owner / Lessee / Tenant 2 2, e zcJ Master Permit # 3 7 1 AA Owner's Address 725 tie / -3 Contracting Co. (5 Ca. y/l/f / 4.4 O / Af/ Qualifier State # LCCO # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANIC•. ROOFING PAVING FENCE SI GN WORK DESCRIPTION 2-e -� i /020 - 4 p‘ - /A- ,52V1 / p 4/(i7/ fie e 3L t � N gi4cK / a . s4,./1./a( — i-> 716.e/h 1s/ -zs- /66/y 4'4D Square Ft. /2.0., Estimated Cost(value) $ 2 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulat' truction and zoning I authorize the above -named contractor to do the wor Signature o Date: i `:. / 1 ✓ . /t PAA tary as to My Commission Expi ▪ FFICIAL NOTARY SEAL _ ARTHUR J BERMAN NOTARY PUBLIC STATE OF FLORIDA * COMMISVON NCMj CC3854( * MY COMMISSION EXP. UNE 21 MI FEES: PERMIT r RADON C.C.F. N APPROVED: _OJU/4'(0 1 4 -I/sb Zoning wner and /or Condo President Condo President ss# Phone Phone i gg Signature of Con actor or Owne ilder Date: ;�� Notary as to Contrat /.r or Owner- Builder My Commission Exp • SFFICIAL NOTAR SEA ARTHUR J BERMAN NOTARY PUBLIC STATE OF FLORIDA * * * * QPMMISSItiliN NO. x.365465 ** MY COMMISSION EXP. �IJNI;, Zfl4:a NOTARY TOTAL DUE Fire Buildin Mechanical Plumbing Engineering Other Electrical 11VI 1%.IL V Ito V /YI />/ICIrbCIYICIV I G! A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. g 3) 06 -0 • ,j3 0 STATE OF FLORIDA: COUNTY OF _ THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: ?I:3* /0 3 "7 1 er ' 9I .6IoCt ‘‘ 2. Description of improvement: 3. Owner(s) name and address: - Cliff (yA) Interest in property: ptr 7JJ]?7, Name and address of fee simple titleholder: 4. Contractor's name and address: ( //) E S? Name and address: Amount of bond $ 6. Lender's name and address: Signature of Owner Print Owners Name Sworn to and subscribed betor Notary Public Print Notary's N e MyCommissi•n Expires: - 72.r - A/ 416110) „ • vd y me thi 44- 5. Surety:(Payment bond required by owner from contractor, if any) L / day of _jO,Ut -- . , 19 . ;f - & - -�- EPIFANIO BAN re MY COMMISSION # CC 3 EXPIRES: May 18,1 " Bonded Thu Notary Pudic Unde 95 R253603 1995 .tuft` 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as providec by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. / Name and address: / . 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) • /0 — II :- `lJ Prepared by: ,23 o f S 74/- ( 3 30 10:34 12301 -52. Job Address: 7 2S /"6 iJ t 4frn S BISCAYNE ROOFING of MIAMI, INC. 1070 E. 52nd ST. Contractor HIALFAH. FL 33(llocess No. APPENDIX 'E' METRO -DADE UNIFORM BUILDING PERMIT SECTION II BUILT -UP APPLICATIONS AND MODIFIED BITUMEN SYSTEMS GENERAL: Type of Roof System Assembly to be Applied: Manufacturer of Roof System Assembly: S Pv" b R Product Control Approval Number: 6 1( 1 : Q S31.. O 4 1 System Number from Product Control Approval: j F 2 P - 2- (Attach a copy of the Roof System Assembly Product Control Approval and the Manufacturer's System Guide Specification. ) Complete the following for all Roof System Assemblies: Built -Up Applications and Modified Bitumen Systems Page -1 123.01.166 9/94 ( Note: If a minimum roof system is to be applied, describe all components within the system and list the manufacturer of each component. DO NOT complete this section if system is Product Control Approved. ) Base Sheet: Fasteners: Ply Sheet(s): Cap Sheet: Asphalt: ( Note: No insulation system is acceptable under the minimum roof category. ) BI'SCf1Y .E ROOFING of MIAMI, Job Address: -- 72J./a/6 - 43 Contractor 1Q70 F F�, Process No. HI.ALEA.H, ( Check one of the following) Recover Re -roof: (/ New Construction If a recover, is the existing Roof System Assembly to be used as a bonding substrate ?: If YES, has an ASTM E907 test been carried out to confirm adhesion of the existing membrane to the substrate ?: (If yes', attach ASTM E907 test report. ) Proposed Fastener: (Attach withdrawal resistance test report. ) Has the deck been examined for moisture ?: (Provide data confirming compliance with Section 3401.9(c) . ) THE SYSTEM: All Roof System Assemblies in the Product Approval have a variety of options. Briefly describe the Roofing Components to be used in the Roof System Assembly and attach a copy of the manufacturer's published specification: Deck: ( Briefly describe ) Insulation: ( Type, size and method of attachment, if applicable ) Base Sheet or Ply: ( Type and method of attachment ) (fie -6---(g Y Y A 1 1 Ply Sheet(s): ( Type and method of attachment ) Built -Up Applications and Modified Bitumen Systems Page -2 /V3 N N /-P 11 A/litA/k) ,QiiL6s444 "WTC fr BISCAYNE ROOFING cf Mln.MI, INC. Job Address: 72S/t 93./ Contractor 1070 E. 52nd iT ess No. HIALEAH, FL 3u13 Reviewed Field Test Data ?: Notes: Additional Notes: Built -Up Applications and Modified Bitumen Systems Page-11 Y N Plan Examiner Job Address: ? x693 Roof System Assembly Product Control Approved: If NO, note any deficiencies: Design Pressure Requirements: Field: psf Perimeter Areas: psf Corner Areas: psf Note any limitations: Reviewed Details ?: Notes: BISCAYNE ROOFING of MIAMI, INC. Contractor 1n7t) F 2 process No. HIALEAH, FL 33013 — FOR PLAN EXAMINER USE ONLY -- Built -Up Applications and Modified Bitumen Systems Page -10 Y N Y N .72-5 Air 43 a , [ BISCAYNE ROOFING of MI; �11, ...�. Job Address: 7 'T Contractor 1070 E. 52ncPanbess No. I-IIALEAH, FL 33: Top Ply: (Type and method oj attachment ) Surfacing: (Type, if applicable ) Flashing Materials: ( Type and method of attachment ) /-Pl; / '7 "Q4-0/ A/ Gli Built -Up Applications and Modified Bitumen Systems Page -3 BISCAYNE ROOFING of Job Address: 7 Contractor I E 52 t'pcess No. HIALEAH, FL 33013 r inches inches ti inches FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP ROOF SYSTEM ASSEMBLY AND THICKNESS OF DECK AND INSULATION LAYER(S). (Where Roofing Component not used in Roof System Assembly, fill in with "N /A ".) r Surfacing: ( briefly describe, urfa cing: / ) 777 / ��TTT�� Top Ply: I / 4 J/ !LZ S 1'7 C P2A Bonding Material: Ply Sheet(s): Bonding Material: J Fastener: 1 t�to S (` / (i/bare sheet mech attached) ye Base Sheet: - 4 /l Bonding Material: (i/base sheet bonded) Fastener: (i /top irw/anon layer mech. anoched) Top Insulation Layer: (i /applicable ) Fastener: (I/insulation mech. attached) Insulation: Bonding Material: (I/intuionon bonded ) Primer: (i /appbcable) DECK: W Type: Density, if concrete deck: Bon Materi al l/ �f .., .. ...:::........::...,:::.::::. /ti/ -dam ::>: :>:'<.:�:..::� :::...........r:. ..:::;: •c:o-:: c: :::. �::::.:.::: (i top ding uuu a n on layer bonded) Vapor Retarder. d 1 (i /applcable) /I J Gage or Thickness: t 173 L tl r`" Built -Up Applications and Modified Bitumen Systems Page -4 r; 0 U 4. C 0 U Job Address: 7 ii6-43 J BISCAYNE ROOFING of MOM!, 1 C. Contractor 1070 E. 52nd Socess No. HIALEAH, FL 31.,13 Insert Building and Parapet Heights. (If no Parapet exists, insert "N/A") Also insert applicable information pertaining to the building below. (See ASCE 7 -88 Fact Sheet Attached ) Exposure Category: _ Classification Category: At Hurricane Oceanline ?: /+I % of Openings: 7 feet Basic Wind Speed at Building Location: 110 moh Building Condition based on GROUND LEVEL ° feet BUILDING INFORMATION #1 Built -Up Applications and Modified Bitumen Systems Page -8 * 93l)'I BISCAYNE ROOFING of MIAMI, INC. Job Address: ( Contractor 1070 E. 52nd l- l No. HIALEAH, FL 33013 PERIMETER DETAIL #1: Parapet Wall Detail Coping Cap Gage: Fastener Spacing: _ o.c. Clip Type: Clip Gage: Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Parapet Walls. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc Include fastener type and spacing used for wood - blocking attachment. Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Areas to be Flashed. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. PERIMETER DETAIL 112: Flashing Detail Built -Up Applications and Modified Bitumen Systems Page -5 n I /' BISCAYNE ROOFING of MI I:11, C. Job Address: 1 4 r"b73 Contractor 1070 E. 52nel) s No. HIALLAH, FL PERIMETER DETAIL #4: Gutter Detail PERIMETER DETAIL #3: Gravel Stop or Drip Edge Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gravel Stop or Drip Edge. Insert leaders indicating Roofing Components names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Gravel Stop/Drip Edge Gage: Fastener Spacing: o.c. Clip Type: Clip Gage: IK Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gutters. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Gutter Type: Gutter Gage: Fastener Spacing: Built -Up Applications and Modified Bitumen Systems Page -6 BISCAYNE ROOFING of I<mC-'.i, Job Address: 7l_ f q3d Contractor 1070 E. 52nd Pfocess No. 31;,13 PERIMETER DETAIL #5: 'Other' Detail Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may eicisit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment. Q M ri4detie2P, i ►�f tL51 sYetP S Fii,v Io3Tti_ F2 P c Pr s l iMoa0 Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may exisit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment. PERIMETER DETAIL #6: 'Other' Detail Built -Up Applications and Modified Bitumen Systems Page -7 iV1E[I GS Roofing Products 5525 Mac Arthur Blvd. Suite 900 Irving Texas Your application for Product Approval of GS Roofing Products. Modified Bitumen Membrane Roof System under Chapter 8 of the Metropolitan Dade County Code Goveming the use of Alternate Materials and types of �,.J.. Construction, and completely described in the plans, specifications and calculations as submittedd by Applied Research Laboratories, Factory Mutual Research Corporation, Underwriters Laboratories, Inc. and United'.. %. States Testing Laboratories has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County; Florida under the specific and standard conditions set forth herein. The approval shall be valid for a period of three years. The Building Code Compliance Department reserves the right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If prodcut or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify or suspend the use of such product or material immediately. The Building Code Compliance Diparment reserves the right to require testing of this product or material should any amendments to the South Florida Buliding Code be enacted affecting this product or material. THE EXPENSE OF SUCH TESTING WILL BE INCURRED BY THE MANUFACTURER. PRODUCT NO.: ACCEPTANCE NO.: 94- 0531.04 J EXPIRES: SEP 1 21997 APPROVED: SEP 1 2 1 METROPOLITAN DADE COUNTY, FLORIDA METRO - DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 FLAGLER BUILDING-'': 140 WEST FLAGLER STREET FLORIDA 33130. 1563 (305) 375 -2901 ' PRODUCT CONTROL NOTICE OF ACCEPTANCE FAX (305) 375-2908 Gil Diamond, P.E. Product Control Division Supervisor - PLEASE NOTE - TIIIS IS TIIE COVERSIIEET. SEE ADDTIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE Charles Danger, P.E., D4 ctor Building Code Compliance Department Metro - Dade County This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade county, : a • florida under the conditions set forth above. Category: Sub - Category: Type: Su�Type: Applicant: GS Roofing Products Company, Inc. (MB) 5525 MacArthur Blvd. Suite 900 Irving, TX 75038 Product Control Notice of Acceptance Roofing System Approval Membrane Roofing System Built -Up Roofing Modified Bitumen APP /SBS Product Control No.: 94- 0531.04 Approval Date: Expiration Date: SEP 1 21994 SEP 1 21997 GS Roofing Products Company, Inc. manufactures and markets nationally a complete line of residential, commercial BUR and modified bitumen products. GS Roofing Products Company, Inc. markets these products through local distribution in the South Florida jurisdiction. GS Roofing Products and systems are the result of years of manufacturing experience and product development and have been proven by years of experience in the construction field. GS offers a variety of approved insulated and non - insulated roofing systems. For detailed system constructions, refer to the following publications: "Commercial Roof System Specification Manual" and "Flintlastic Roof System Catalog." GS products and systems have been tested in compliance with all provisions of the South Florida Building Code as well as Underwriters Laboratories, Inc., and Factory Mutual Research Corporation for fire and wind uplift resistance. GS provides technical service and warranty information through regional offices. For the South Florida Metro -Dade area, call 1-800-777-2563. 1 Pat Neuhaus Commercial District Manager 2900 Bird St. Charleston Heights SC 29405 803 744 -7451 2 Product All Weather /Empire Base Sheet Flex- I- GIas Base Sheet FlintGlas® Premium Ply Sheet Type IV or VI Flintlastic FR -P Flintlastic FR -P Cap Flintlastic GMS Flintlastic GTA Flintlastic GTS Flintlastic STA GlasBaseTM Base Sheet Trade Names of Products Manufactured or Labeled by Applicant Dimensions 36" x 72'; Roll weight: 86 lbs. 36" x 72'; Roll weight: 90 lbs. 36" x 180'; Roll weight: 40/55 lbs. 39 -3/8" x 34'2 "; Roll Weight: 105 lbs. 1 squares; roll weight: 95 lbs. 39 -3/8" x 34' 2 "; Roll weight: 100 lbs. 36" x 75'; Roll weight: 75 lbs. Flintlastic Premium GMS 1 square; roll weight: 105 lbs. Test Specifications ASTM D 2626 ASTM D 4601 a ASTM D 2178 Type IV or VI ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 1970 39 -3/8" x 24'9 "; Roll ASTM D 5147 weight: 92 lbs. ASTM D 5147 39 -3/8" x 33'; Roll ASTM D 5147 weight: 90 lbs. 36" x 108'; Roll ASTM D 4601 weight: 69 lbs. Gil Diamond, P. Product Control No.: 94 0531.04 Product Description Organic asphalt coated felt. Inorganic glass fiber SBS asphalt impregnated and coated base sheet. Inorganic glass fiber asphalt impregnated ply sheet. Asphalt adhered, granule surfaced SBS FR modified polyester membrane for torch application. SBS, fire resistant modified bitumen cap sheet for use in modified bitumen built -up roof systems. Asphalt adhered, granule surfaced SBS modified bitumen membrane with non -woven polyester mat reinforcement. Inorganic glass fiber SBS asphalt impregnated and coated membrane with fine black mineral particle surface. SBS modified bitumen membrane with non -woven polyester mat reinforcement for torch application. SBS Modified Bitumen membrane with non -woven polyester mat reinforcement for asphalt application. Torch applied smooth surface APP modified polyester membrane. Type II asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. damot r„ t. e Hextra Fastener #97 AF Fibered Aluminum Roof Coating ISORoc 1, 5, 55gal. various PA 114 PA 110 ASTM D 2824 Type II Roofgrip Fastener PA 114 Insulation fastening ITW Buildex assembly with plastic and steel stress plate. Karnak Corporation Olympic Fastener PA 114 ESI Fastening Systems PA 114 Insulation fastening assembly with plastic and steel stress plate. Fibrated aluminum roof coating for surfacing of built -up roof systems. E'NRGY'2 various PA 110 Polyisocyanurate foam NRG Barriers, Inc. insulation. Polyisocyanurate foam and rockwool composite insulation. PSI -25 various PA 110 Polyisocyanurate insulation NRG Barriers, Inc. board. Insulation fastening assembly with plastic and steel stress plate. Paroc various PA 110 Rockwool mat insulation. Partek, Inc. Multi -Max various PA 110 Polyisocyanurate foam RMAX insulation. Insulation fastening assembly with plastic and steel stress plate. Product Control No.: 94- 0531.04 ITW Buildex NRG Barriers, Inc. Olympic Fasteners SFS /Stadler UltraGard Gold various PA 110 Polyisocyanurate insulation Schuller International, board. Inc. UltraGard Premier various PA 110 Polyisocyanurate insulation Schuller International, board. Inc. r` Gil Diamond, P.E. i rl' ' Rawlplug Fastener Asphalt Cvllte Fastener PA 114 PA 114 Static Asphalt Fibered ASTM D 1227 Emulsion 7 Insulation fastening assembly with plastic and steel stress plate. Insulation fastening assembly with plastic and steel stress plate. ASTM D 312 ASTM D 312 Bitumen generic adhesive. Asphalt Primer ASTM D 41 Asphalt based roof printer. generic Chopped fiberglass ASTM D 1227 Roof Coating. generic emulsion Fiberglas PA 110 Fiber glass roof insulation generic Flashing Cement ASTM D 4586 or A trowel - grade, cutback generic ASTM D 2822 bitumen cement mixture including inorganic fibers and mineral stabilizers. PA 110 Wood fiberboard generic High Density Wood various insulation. Fiberboard Modified Cold Process ASTM D 3019 Adhesive generic Cement Type 111 Modified Plastic Roof ASTM D 4586 Flashing cement generic Cement Type 1 Non Fibered ASTM D 2824 Roof Coating. generic Aluminum Coating Perlite PA 110 Perlite insulation board generic Corrosion resistant generic Roofing Nails min. .134" x I' /:' PA 114 deformed roof nails. Roof Coating. Gil Diamond, P.E. Product Control No.: 94- 0531.04 The Rawlplug Company, Inc. The Rawlplug Company, Inc. generic Test Agency Applied Research Laboratories Factory Mutual Research Corporation Underwriters Laboratories United States Testing Company, Inc. min 32 ga. x 1 5/8" - 2.0" 28013 Test Identifier FMRC 1994 Current Insulation Fastening R RI 190 97457 -4 97457 -2R Test Reports Min. 32 ga. x 1 5/8 " -2" corrosion resistant circular discs. Gil Diamond, P. Test Name/Report Physical Properties Current Insulation Fastening Requirements FMRC Approval Guide 1993 FMRC 1994 Fire Classification Compliance ASTM D 5147 ASTM D 5147 Product Control No.: 94- 0531.04 generic Product Control No.: 94- 0531.04 Date 06/02/87 01/01/94 // 07/13/87 06/03/88 12/02/87 Material Wood Steel Concrete Lightweight Concrete Poured Gypsum Material Wood Steel Concrete Lightweight Concrete Poured Gypsum ' Fibrous glass Perlite • sr :st.• Fiberboard . Rockwool Polyisocyanurate Polyisocyanurate Composite Board U t. II _II 0 e c u e -60 psf -52 psf -70 psf -45psf -45 psf C • 1 • 1 F Note: Fire classifications and maximum deck types. Review system listings for Roofing Materials Directory or other Classifications. 9 Classification Class A Class A Class A Class A Class A Design Velocity Pressure design pressures design pressures approved testing Gil Diamond, P. Product Control No.:94-0531-0 do not reference all assemblies over and the Underwriters Laboratories agency listing directory for Fire ek`Dcscription: ' or greater plywood or wood plank decks stem Type E: Base sheet mechanically fastened. All General and Sy,3tem Limitations apply. One or more plies of GS FlintGlas ply IV or Ply VI, se ri chanB fastened - to the Base, Flex -I Glas FR Base or GS Poly SMS b i t rw deck as detailed below. Base sheet shall be lapped 4" and fasted in the center of troofing gt ailso and tin.caps, 9" o.c. in the lap and two rows staggered Ply Sheet: (Optional) See products listed under 'Base Sheet' above. Fastening: Membrane: Surfacing: ype SBS Wood, Non - insulated Maximum Design Pressuie: -45 psf. ic GMS, Flintlastic Premium;:•. One ply of Flintlastic FR, Flintlastic FR Cap, Flintlastic at an appliciotif GIvIS adhered to the base sheet with approved mopping asphalt t. rate of 25 lb./sq. f 15% ; or, Flinlastic GTS Torch adhered to the base sheet. (Optional) Install one of the following: 1. 400 lb. /sq. gravel or 300 lb. /sq. slag in a flood coat of approved mopp asphalt at an application rate of 60 lb./sq.. . kjila 2. Karnak 97 or APOC 212 Fibrated Aluminum at an application rate of 1 ,'/_ gal./sq.. Maximum Fire Classification: Class 'A'; see General Limitation #2. Maximum Slope: I :12; see General Limitation #3. Specification No.: GMS 2 -3 / INS -W, FRP /INS -W, GTS 2 -3 / INS -W, FRBC 2 -3 / INS -W 29 Gil Diamond, P.E. Product Control No.:94- 0531 -04 METROPOLITAN DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 _ — METRO•DADE FLAGLER BUILDING 140 WEST FLAGLER STREET NOTICE OF ACCEPTANCE: STANDARD CONDITIONS MIAMI FLORIDA 33130.1563 ' (305) 375.2901 FAX (305) 375.2900 tixtensions of Acceptance may he considered alter n new application has been filed and the supporting data, lest reports no older than ten (I0) years, have been rc- evaluated. All reports of re-testing shall hear the seal, signature and dale of an engineer registered in the Slate of Florida. J. Any revision or change in the nmterials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 4. Any unsatisfactory performance Of this product or process or a change in Code provisions shall be grounds for re-evaluation. 5. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration dale may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. I'roduct approval drawings, Nvltere required for permit applications, shall be provided to the applicant by lite manufacturer or his distributors unless othenvise noted in the Notice of Acceptance. The prints need not be re by an engineer. AS'TM 1) 3'162 lest methodology has recently been amended. Submission by applicant is in compliance with previous methodology. Submission of successful compliance has been requested from applicant not later than .tune 30, 1994. Should said documentation not he submitted by June 30, 1994, this Approval shall be Suspended. 9. Failure to comply with the Standard Conditions shall be cause for termination of the Approval. iiI Diamond, P.E. Product Control Division Supervisor ROOFING) SYSTEIVIS2(TGFU)=COntiiiiied—'--'' 266 ROOF COVERINOCMATERIALS (TEVT) Membrane: "Flintlastic STAGTA", "GTA Black Diamond" or "GTA Whitelbrarriond!', fused. •••• . "• . 'ir••••:'..) .P.r •Il 1 Z"7.9d. iP. " T frh ,,; '. Surfacing: Gravel: -, .•'`*•• b'othe•-1Ria !VI* a•,..-::,I olorn so on0 mo3lroluan! 3. Deck: C-15/32 •:. /LI 10 .. 3 . ''• s ' ''' '', ." '' .%; 1.1L: lnallnee , V et:. , r .s i tvr: t '2.18.:11 ! Base Sheet: Type G2, mechanically fasteneci,4)te!X .".`J -• :.”.r... j 3 93 Vne .1 Membrane: "Flintlastic STA", ”GTA";‘•"GTAI Black Diamond" or '"GTA Atitiiti)viDiainOnif": h fused. .1.: kid ',.i" liworlsill" so boaul in.:11' Surfacing: Gravel. '1. • . •, i ::i.t iii:..10 z a0.3';, r. •",4;•."•()Cif ..1,,lioduE .'.,., J • 4. Deck: C : •. - :-.,.:, Incline: 1 :y .;() -03 All joints blocked with 2x4's. ' • • • 3 ,. • • ...1) °VI ./uctla oaGr.: Base Sheet: Type G2, nailedr•I'l'".• :'',II ;1•91 P:sI;1 wialo k'i :Ifir I , n CD Gq‘A lexIa Vig Membrane: "Flintlastic GMS", "GMS Premiurn'vciiof'GMS Black Diatiiiiti,_'''adnertiiiIISIth roofing asphalt. ! - :■••,•• ,.,...? .01 $7V1 oi out.ii4erIisiso pe 20 .t .. 1.111/4Woicemni•,1cilioU Surfacing: Gravel. : *. ' s'I''' ' ''• -.,- • ‘'' - - ' ' -" ;..1 "- - ' 3 ° , - , I 1 S - A'. • e 5. Deck: C-15/32 • •'-') 4 •'•'''' • ''). ..i• '''' I=.30- s - i""l'Incline:r1/2" 4 • A" :cmcsvalmW. Insulation: Celotex "Hy 2 in: min;jointi in insulation niustba'OffeeiroriiiYft'feliiii; tovirt ;snit: u , deck, mechanically fastened ."'lf 'Anc". .4 itturt - c•' - '''l Base Sheet Type G2,!'inechinicilly fastened or adhered with hot roofingeiiPhit Membrane: "Flintlastic GMe,GMS• Black Diaincine?,ti'dheteciillth' f roofing asphalt. ' If• dievii! t .3•3 ■.: it= (.11••utiv,..t:umciiqi . I . - iiictilinill" :crur$4titeftl Surfacing: Gravel.' - •i'I'''; f I "; Yt)c.18 .1 cI•1" ,' 6. Deck: C-15/32 Incline: 1/2 ..‘ - 0 = • , . •-•-...,- g Insulation: Celotex "Hy-Tec",,z in. min, joints in insulatiOn musthe offset.01 1 _ )1 deck, mechanically fastened.'' "•'' ' : ''''' ' " .- '''''• ..`7t,r-1 . ..Al. !: jv • 30 Base Sheet: Type G adhered with hotrOcifing'hif tiaifF.' Membrane: rane: "Flintlastic STA" "'GTA",'' BlaCk ViiiitieViirion ••••-• • „.. irt - r r -•••r.) -,-.: i v.,- I " • • " • , ••'71 heat fused. 't" o . pjniumv .Iudwi..,,, t 1 .ueot , '■1:k7.c.1•41(r%.1■9,_...r,?...10.-• U r • ' surfacing: Gravel .. ii•!,:: .!,.., . t•p..f ,t3 ...-P.1.3 ,:\!, . , c. . ,,, t Class Adhered • . i A - Fully c : 1 . i; f. (T•b,...lii ,s. \ ■ .0 trY Il n' „ manoti 'IsviR terlipallue 1. Deck: NC • ...- n.... •. , _ • 4 . , A • 1 ' :■•• 6 • Vapor Retarder (OptiOnal) G2'...Glasbase"' base' sheet or.UL'Claisifit4, Insulatidit (Optional).Ore or 'More," layiiii.lor'.CoMblatiOri"Of 'the;iiiilloWiUltraite081.(premi ..0 . polyisodyanurate, perlite; silaseilber bi ' Jur. :41 ' • ' ,....... •• .., . • Base Sheet: One layer of Type 62 ."Glasbase"„base shee1/4'. .,,,,, , ... ,r....4.,,„ Membrane: One layer, of . "FlintiastIOGW, ( s9 ),7 GIS" ' (i . he fusecror "Flintlastic'GMS mopped. -. ''.. - .; 6 .,77 bi ' b " ::n " :1 : n ti r n r" .o r t . Surfacing: APOC "No. 212 Fibrateci Aluminum", at 1!1/2:gal..100 ;- �q/ft. „,--,_-, Fv,... - . • •, .A . ..I.• .1; Iti•fi..I.:9 1.114111.14.4',1dIr r. • ‘• ...•- .1:3 itov14•1 .24..3 r ...• , 2. Deck: NC .., ,.. , .,... • ., mune. J/4 Vapor Retarder (Optional) Type G2 Glashae base sheet or UL C.lassifie r ; Insulation: (Optional) One or more layers Oi„q091561:fitioil of theAlloWar",,,yitanc a t i rernf polyisPayanurate, perlite, glass fiber or'WoOd fiber In illeildh." . Base Sheet One layer of Type ,G .:,•, , , , i i i g 84 811 20 9 - ' Membrane: One layer of,"Flinffaetic.ST,Aliriedifiec bkturnen),,heat fused i m • SurfaCIng: Karnak No 97 Aluminum at ',1 per isfid'pq(it.b eigont I. rl • 4 ,,,,.....,• ..-3,.. - :.. ••• 0 , Deck: C-15/32 • •.s• nn • •-•,•• .. 1/... tq L II . A 10; 711,003 5 gEla'''t A. Insulation: (Optional) Manville...„Ultra - bird Premier', poliiiocyanurate, wood li 54vd, R4 lite, fiberglass, isocyanurete, any,thickness. g ,1:',6,,,,elit, :, Ili`t? ::1,,1■• tr l , r , i‘zT ,,, fat s :. 71 rol(tuol"", I' 1 Base Sheet: One or more plies of "Glasbase", hot mopped or,mechanicellweepwac( Membrane: One ply of."'Flintlastit,,FTAni9difjad,gttutinen),..narnopo,acto•plase....,e.f.;..4441, 4. Deck: NC. ' ' ,. , ..• . ,.• . ,.1 r...):0•• .:, ••• wi g r) •1/21. Insulation: Polyisocyanurate, glass fiber, perlite, wood fiber, hot moPPegli9V.P.99, fa tened, any thickness. .10vnID :6‘110.;110a Base Sheet: Type G2, mechanically fastened or hot mopped. - SCVrif.3 ::1:., .1 Membrane: "Flintlastic GlAor STA"„heatcfused,, 0 . , Surfacing: Henry Co. - Henry 520•Aluminumr applied at:(1,1/2..galsch)iii.;r:ot7tr-,Ai..•• 5. Deck: NC • . ;• . r'01 .. • .- ic? r9rie..3:01.01nchne:..1/4 ;D oqyT :1004° Insulation: (Optional) ,Glass fiber, perlite onwoodifibe0oard. :,,u. .:•turrt•Ftim.,Vi • • ' Ply Sheet: Type G2, mechanically fastened.I '' •.• 1, - .918dqaa oniiiiol Membrane: "Flintlastic STA",‘"GTA";V:GTA,Black Diamond!' or "GTA•cWhite Piamondr;■hea fused. " r 1 •Il • :)•Ill :/••,3Z.q. 5: :Surfacing: Karnak.Chernical,Corph7Karnak•Noi.°Vett. gal/sct • 6. Deck: NC . ' .?.:Nn3nclIne::•1.il• , trIt'S gniiuo- tort citir: Insulation: Polyisocyanurate, glass fiber,verliteowooctliber;mechanicallylfaStertedcontidhere with hot roofing asphalt,' any thickness: ,' •-'''.'- : :m11411 Base Sheet: Type G2, mechanically fastened or'adhered with hot roofing.esphalt 13Inu1 Membrane: "Flintlastic GMS",:4"GMS• Black Diamond"ior l'GMS•Premiuml!;adhbradsviith.ha roofing asphalt.• ••••••• Id P..: 1!ii.tirrir'..tilt ; :6 Surfacing:- Karnak. Chemical .Corp.le./Kamakihlo:ii97:Fibrated'AluniinurniAsphalVROoftiiatIng 2 gal/sq. 11;41:,;:p .Jnilool Tod rli'; bPleilbn ,•.;.i,yitici aD" LIc3CJI,A• 7. Deck: C "Ji..tli;:.: onil •o't S7rt. r1:1‘`.1` V . litul;n1" .:tr,is'..,tir.ak.' • 'All joints blocked with '2x4's. '''r• - -,!••-• '.- • •'''.; ••'•••f; .lavcrtel :crit Alla: • Insulation: Glass fiber, perlite, 3/4tine Min) joints. iriinsulation must be offset 6 In. from Joint in deck, mechanically fastenecbnI 31 ulv,a0 I Base Sheet: - Type G2•,••mechanically fsteried orredh'oredJwitn hot roofinra‘Phaltlhalcrent Membrane: "Flintlastic GMS", adhered with•hot roofingrasphalt.'ili:•ifiFf- C.:4 as;' • Surfacing: Karnak Chemical 'Corp:••"KarnakP.No.)971FibratedeAlumirium,AePhaltoRbotiCilatIng' 2 gal/sq. • • P.: ••;; j.ruif.";: .,.., i'.6 at.tritfilk" rlin , 8. Deck: NC ' . •": • • •• ' " :• ' '•• 6 9 ' ' i - Incline: 1/2 • ' 1 •• • • Insulation: Polyisocyanurate, glass fiber, perlite, wood fiber, mechanically with hot roofing asphalt, anylhickness. r"Pl'■fr '.....j. Pr.' III :Jr, ' • . 't r 1 ,0:SVr.0 :2;;;;U .. ■ Base Sheet: Type G2, mechanically fastened orradhared Withihot roofingeariphaltt•!4=tn1 Membrane: "Flintlastic STA", "GTA"; "GTAt•BlackiDititriOnd'irortyGTA WhItet018hibitil", hes fused In place r ':. ri,%•.•.• t•orl: so bonctasi yllsoinnlin3ril r. 0 erly toc,11 • 1 ‘; - ■ 1 . 1” .1%;'. '.. . LOOK FORIVIARK%01WPRODUCT i ;I r., ,• :-:. •-.:,7 .., v..' ROOFING SYSTEMS(TGEP)2C,Oiiii,hdeid , , .. - V, - Membrane: "Flintiest lc STA", "GTA", "GTA Black Diamond" or "GTA Mike' Diamond Diamond mit fused. ' - I; • •; , • 2r • ■• : "?r Sf; ciri; : :••••:-:.t ;,1;;Ir ; 1,I ' ...- Surfacing: Gravel, - 1 -• . = 0, ,.,• 1t.i ;-:.• t•„; tr) rnoval plcn, I ^. t ti te ir;i1g...tn!, , .: 2 9 3. Deck: C-15/32 • 4 :t.Inclinei't114'4 i ':' •• ..fit> '. t ..,. Base Sheet: Type G2, mechanically fastened.- -:' t';:•''''••:?-tJttyl lo - ovr.I t-tir; 1 S'ne ....V, Membrane: "Flintlastic STA", "GTA", "GT/0 Black Diainon'il" or. White' DianionV" heat fused. '.: 1url ;11•Jlti Dirv,7,ociFi 1 :•? ; ut 1113d ' .., ''',:i..,,,. :',V Surfacing: Gravel. . '; • ' • c.• • - 4 " : •'' 1 ": .. :. r,:\ad: ,I..,•;:::: . j.-ii- :- ,,' . - 4. • . 4. Deck: C-15/32* • , Incline: 1 • •.`",\ d4e.-1:1•' ',C) •.:;•I ' '1'• •(.);;;■••::0t1.,2 ,.: ;;;;;,,;,. .., *All joints blocked with 2x4's. . '''' \ -;'-,•. 10i. • .I Base Sheet: Type G2, nailed: • I' t1'.? .• ;••'t ..t.;.110 SO Dtlyi i i'D e: vt . !e:.:/‘?. Iti‘l ;„*i 1 Membrane: "Flintlastic GMS", "GMS Premium".'or Dlaniond", adhered hot' 4!,-: ; ,,,;, -, „ , ,.. .., • • . •,j,i !;;;.'in pi tit.:!"01 1,., '..)■,,z,..,c,.1 .p', roofing asphalt. .•. :: 4:-. • •,.. ,.... :4 - r.;',.1 .;:z.t.90 . f : v . ( , Surfacing: Gravel. I .. - ..;11 5. • Deck: C-15/32 ' '..; *' 1.: ; . - ... 1 i's.:,;:•i•hilii' iirf/vprilictiri'• t'... ritV;dfilkell7 '.1 • • Insulation: Celotex "Hy-Tec", 2 in. min, joints in insulation nibsf<thffseill In' deck, mechanically fastened:''' '' 1 ; 4 • 'f't • ,1-- '; n'tctttod : 4'• ‘'i Ittt • .. I 1 : Bade Sheet: Type G2, mechanically fastened or,edheredWith heiroofing :_,''' ' Membrane: "Flintlastic GMS".;'"GMS 'Premluin'"or'''GMS 'Bleck Diainand"; adherednYth hof : ',H , roofing asphalt. . • t; v..,s.. be 4,....m.:4•41c3 u , • 1..1; .it“. • ,f,1 :, .,, Stirfacing: Gravel.' ' ' '' I - ' . ••• 'Jr 41 "• . r 11 , i".. 0 ," :AV? 0 --- vaivAl - , ; 1 1,0: 6. Deck: C-15/32 '' '' ' Incline: ,1"/2'' ..•.r ii. :::: .". Insulation: Celotex "Hy-Tec",.2 in. min, joints in iiiiitlition'inuit"ba iii'lre'in"Liiin a „- - deck, mechanically fastened.; . , ' •• : •• ' •..: • - .- - .. ; 7 ...*ti ::ioz„• -', 1.2.1ii Base Sheet: Type G2; mechanicalliifistened Or adhered with asphelt. ,"I"' '..; Membrane: "FlintlastiC STA",' "GTA";:"GTA Black'bianien"d'''''Or Whitetliiiino :4; A ',. --: heat fused. . • . •4 ..4 uittw ., .141 4, t.,, i.v.., or, ;...• .... , I • . . '''. 1 ,, •I :ri' , , ' ',' r'e "rTP 1 • .4 iti'll' - -- ' - - "1 Surfacing: 'Graver ,'. ' • ' 4 • ' .' ---)."- '"''' ' ' •' ' ' ' ' ' ' • r '' 1'1'1' , Class A - Fully Adhered' ,., , t...; ,1• : f , f , I ; ! ■ •.3.0 .'.I .0 i •f tr. ohia zi n! r.ViFi - vorkitiliriLlc. ---!'. -- ., Ineulatiert (Optional)•One or More: layere or'cOmtilichtierrOf Ihe .-.. ;•::;:4-:' i l • 1. Deck: NC .;. t •\ --: •-, .1.-.-r? .,; 4 Vapor Retarder: (Optional) Type "Glasbase", base speet or tiL Classified,..yepor reterqer, ... ,. , .. polyisticyanurate, perlite, illass"fiber orwood 'fiber'iniliiiiiOn?,''': . 4" ''" "" •"'"' ' ' .. , ' •,; •,,,. •,,,,, Membrane: One layer of "FlintlastieGTA:(-324',.i4, sq)" (MOdified 'bittiriA) hen l'''' Surfacing: APOC "No. 212 Fibrated Aluminum" at 1-1/2Fai:!itiCi;e " 4 , ° ,1, :.,';'14. 1 2. Deck: NC .E • *: • • • ,.. • '. t, i 41 1 ii I 10).11 ..1 Inc ine ,,,•;;, , ItAt•t.t. • .t•3r.. ., . . ,. ,..,,, •, • • - - -w. "^, ,- i ,.„,:• • ',.4'. '■ Vapor Retarder: (Optional) Type G2 "plasbase'; pastelpet.oi.,U.L.,,classified , • ,- 7 il ; .• Insulation: (Optional) 'One oe more' layers . or,combil - Rtioni Of:the'follewjng: Ultragagi Zremlen . 4 -:: 1 polylsoeyanurate, perlite, glees fiber or Woed fitier Instilgticiii.''''' ''''' '' '"'' ' )" ....k eu•p4 :.4 Base Sheet: One layer of Type G2 "Glasbase','-base shept :-., ; , ..::.) ,,,.,..- jc .,.. 4 ., „ . .. i ,, . ,•;, )(11 "I Membrane: One layer of "Flintleatic STA (modified',bittnnen);,i ,,, ..' :eV: , Surfacing: Karnak "No. 97 Fibrated AlOminurn";. at 1;1Y,2,9a1„,iier:t00.'sq/ft..., .'t. 3. Deck: C-15/32 11 , , 0000l :no • •" '''' •• -•• •• ••-t 't- 4 ••t,=,•:-Anc.!'P':!:1 . / ;• 1 ::),:• - .-" -- Insulation: (Optional) Mariville '.'Ultra Gard Premier , polYilocyanurate, wood '1821024rd; ''.•' 1 11 lite, fiberglass, isocyenurate, any;thickness..„1„,, .,,4;t..,c v7; -let 1, oei'fcht.i.'zir '' .,,,.:: 'i 4., Deck: NC •..,. .-.,• , • , • - • ' • .;:. In•I-1 :=:4•1 ,l/g., :t-,17t,,,:moilii ,:, •-:;,: t Base Sheet: One or More plies of "Glasbase"; hot m,opnad orpechenically,fastenaq( Membrane: One ply.of "Flintlastic„ imodified,pi,turneM;.Kot„rnopp`e4,iri,place.if,• .. , ; 0 . 4,, , • „; • . ., ,, Insulation: Polyisocyanurate, glass fiber, perlite, wood fiber, hot moppedier,mechanisall fat- ,.4, . tened, any thickness. ••.A•t4 -,;t14.,1,,biti3.. ;' i':...:. ' Base Sheet: Type G2, mechanically fastened or hot mopped. - , 1,1C\ ..., •1 :1: P, - ':.., '' .. , 1, Membrane: "Flintlastic GTA or. STA",.heat, fused: • .1, ".V.:•,..11ett1 i.7-1 -writ; ;no: 1:1•31: if ... Surfacing: Henry Co. "Henry 520 Aluminuni", applied at,0-1/3Jjel/ , :, 7f ,I: A . • : :•. - • .4 • ' 4• 1 ..... + ,-;tott0,- yllecjine:444,,t, ,,,,,,..14 " . ,.•,. .. ; 4 Insulation: tOptional).Glass.fiber, perlite or woodifiberaloard..co Ply Sheet: Type G2, mechanically fastened. • ■• , . t• „It; e. -,, -ot - 1 Membrane: "Flintlastic STA", "GTA", "GTA Black Diamond:: or fl'GTAJWhite Diamond ”, heat - .,"4' fused. ' ' ' .. :,• Surfacing: Karnak Chemical, Corp.'17Karnak•Not 97:•'•ef.1 . , gal/swev•J'rMr.•::-•,, ,-, • . ' , -:chame . 6. Deck: NC .t-..-41;Inclinem1,11611 5 re.,' ■•.' • 5011 finiV Insulation:. PolyisOcyanurate,; glass fiber, perlite,twoo,d ,fiberimechanically tfastentid • .1 with hot roofing asphalt, any thickness. l't :, •'' ; oi1r1-!'fli■ 1 • -- , i•4nriM , Base Sheet: Type G2, mechanically fastened or adhered with hot roofing.asphalt boau ) 2‘ 17. Membrane: "Flintlastic GMS",.GMS Black Diamond" or "GMSPremium", adherednviith h• roofing asphalt. • -ht• e. „ ,- h,t- •• • . 11.11 01 /4...iont,v ,,, ' : ,: .,,. ;,•,..,,,m/ 1 Surfacing:. Karnak. Chemical Corp.Karnak No:1:97. ;Roof Coating 2-1/2 gal/sq. ‘, 11J, "-• • 2 ;cti , bpiertbe ,'"). 7. Deck: C-15/32* • • *, eit,-.., •,• - yirt of: ..,, '•.4;t:41nclirte111) it: ) • ...Ili-. ,, ' - ,. All joints blocked with 2x4's. ' • •,•• - 4 .4 -;.• m, .',fr/r, r :,‘, 35.,tupt:, Insulation: Glass fiber, perlite, 3/4tint min, joints. inansulation must be offset 6 in. from join. in deck, mechanically fastened.w: , .: .• -",),011 !).4 uir,q0 ' ,,.. Base Sheet: Type G2 mechanically fstened or adherediwith' hot roofing'aiPhalt.qc! " cer: Membrane: "Flintlastic GMS", adhered with hot roofing asphalt.,A4tiar... et;i:- - 1 :31 rt,, P.' , 1. - r 1,9 Surfacing: • Karnak Chemical Corp.-"Karnale No.) 97■ FibratedeAlumirium-Asphalt ilibot3Ci3 hag !,`A ... 2.1/2' gal/sq. , :-• A r” .itivok'4 ?1■,,,,')1t,$'3MC: ros - ,,, - . 8. Deck: NC • ; 'Incline: 1/2 \ '• •ti; . 'r .,!•• • , .t , Insulation: Polyisocyanurate, glass fiber, perlite, wood fiber, mechanically'fasteneder ddhere• with hot roofing asphalt, anytthickness. '''.' • • 1 •': ••• t' - ' •'• ' ' :'';-'eto Base Sheet Type G2, mechanically fastened oredhered'Withyhet roofingLaiphalt: fused in place.tr• kW' . 4 `. : ' 41' 1 1'r lb ; y1161rinila3r ,CD ;ply) , 4„,307 ( Membrane: "Flintlastic STA", "GTA", "GTA BlackiDlernondli'orkl'GTA WhitelDiemOhd', hei ........ t. -... •• ,0 it„.r ..,.. -,-. 'LOOK FORYMARK\OWPRODy.CT .., 266 ROOF COVERING MATERIALS (TEVT) ' No. RESULT No. •RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 21 -25 Passed 41-45 Passed 71 -75 Passed 91 -95 6 -10 Passed 26 -30 Passed 46 -55 76 -80 96 -100 11 -15 Passed 31 -35 Passed 56 -60 81 -85 101 -105 16 -20 Passed 36-40 Passed 65 -70 86 -90 106 -200 RIDA\ mg Providing Solutions To The Construction Industry E ineering & o sulting, Inc. P.O. BOX 770694, MIAMI FL 33177 Testing Equipment: Digital Chatillon DFIS 200 Voice: (786) 486 -6468 38 afael, roz -Seda, P.E. 4 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL PA -106 PROPERTY ADDRESS: 725 NE 93 ST OWNER: Alex Denis. CONTRACTOR: Obenour Roofing ROOFING SQUARES: 19 sq TILE TYPE: Vanga Roll CONTACT PERSON: Yusi (305)205 -0327 PERMIT No: BP2002 -1415 PCA No: ROOF PITCH.: 3/12 INSPECTION DATE; 09/30/02 TEST DATE: 10/03/02 JOB NUMBER; 100302 THIS ROOF HAS PASSED: [3 FAILED THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY PA106. 5 7 18 18 45 11 9 44 10 TEST TABULATION "ROOF SKETCH" 1 32 30 29 41 36 33 28 31 40 42 39 14 15 35 37 34 27 12 16 20 22 17 21 13 18 19 23 18 26 7 24 25 Lab Report No. 02- 100004 Required Testing Force: 35 lbs 18 Certificate No.02- 0501.06 Flatec @bellsouth.net Fax: 305- 408 -1367 TIAMI SHORES VILLAGE . JILDING DEPARTMENT 305- 795 -2204 Building Inspection Request dame Date Type Insp'n Permit No. Company Phone # Correctio i ❑ Re- Insp'n Fee ❑ 76/?-6,/dL Nid)ti-llt)/ 4-vt, /6 / For Inspecto : ' ame & e Approve 1 5 ' (S \C