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ROOFINGBellSouth Telecommunications, Inc. 9101 SW 24th Street Miami, FL 33165 Manny .Docurro@bridge.bellsouth.com © BELLSOUTH Manuel J. Docurro, P.E. Outside Plant Engineer 305 222 0942 Fax 305 221 7890 Pager 305 641 1758 Cellular 305 562 3444 Date 6- /3 -,5 Job Address ing(? A) E. 902 Sfret7L Tax Legal Description o pfliily Lessee / Tenant Owner's Address)c V W Contracting Co. QUALITY ROOFING CONTRACT )R, INC• Address 251 N.W. Qualifier CARLOS AROCHO State #RC0058627 Municipal 41:2078269 Con:,etency # 17889 Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION i • O .' c A--%n ,o ;30 ill Frs - rtA el '« p''y r pAz e _ can L1. t i 6.(I c-z, ae ci • tc,.Ar C2 r/ 1 �,•;i�� .� `v : i 1 SAS Aiprooptk 9p4-. F k $ , 2z - 1-0 F; Ea e,S'c Pt tv,v,,:vew" Coe, IC0Of- Square Ft. c \ ,;c , icci" Estimated Cost(value) 10 , (000 «06 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 on the attached addendum (if appli'cable). I standards of all laws regulating constructio. permits are required for ELECTRICAL, PLUMBINC OWNER'S AFFIDAVIT: I certify that all the forgoing nformation is accurate and that all work wil) be done in compliance with all applicable lawL regulating construction and zoning. Furthermore, I authorize th:, ab amed contractor to do th,t work stated. Signature Date: Notary as t Owner an My Commission Expires ** * APPROVED: ig PERMIT APPLICATION 1 OR MIAMI SHORES VILLAGE * * pr Condo President 1,&41 :.`131 4 l PtY C; s'Fd;SSION B CC 324212 F.,0 P•' 17t r'ISs�: October 10, 1297 f,f Forded ?} n. � Rabb Untie Zoning Mechanical SS# to do work and installation as indicated above, and certify that all work will be performed to meet the in this jurisdiction. I understand that separate . SIGNS, POOLS, ROOFING and MECHANICAL WORK. * c.c.,. r6 V Firs: Bui _ din Plu:abing Signature ' MAR :0 0 . 1 7;111111 LOU H ".t! DEZ MY COMMISSION M CC 324212 EXPIRES: 0ctabar 10, 19£7 ; 3ondod Thru Notary Pub9c Underwriters Date: (9 -/3-5. - Notary as t Contr My Commission Expi Folio Master Permit 4t V 3 r Phoney 93Y - (06 , f3 f2 Phone ( 305) 751 -0382 Ins.Co. * 99th STREET of Contractor or Owner- Builder NOTARY TOTAL DUE ?1 k. Other Electrical Engineering 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: to I f� Amount of bond $ - 0 — SiAi E CF FLORIDA, COUNTY OF DADE 4:7i3 is a "rc cr :cir,cl vi! cd In t IC 03 V: °''' F.35 r; L� V 1 Ly i� C. 17 .'i c; l _' t; o unt y C: ourOs 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: 95R256803 1995 JUN 29 10:21 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: /0 SO ,S 7 ' e7 , l a ry ; SJ- nr r s 7 F /11 r 1 C; 2. Description of improvement: an 4-c.. 11 t) e w 1 : 1 e. t- Fla 4- 12 oof 3. Owner(s) name and address: Interest in property: (01, n e c Name and address of fee simple titleholder: 13 ( A- 4. Contractor's name and address: O1 u `: - ( nnt `1 e el-4c _ & C(-o r t 'v1 c C I /J,l� . a < Sire R: ark:, t nOc (A 3310 6. Lender's name and address: 13 [ 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: 1 A 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: 13 1 Pr 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner Print Owners Na Notary Public Print Notary's Name My Commission Expires: 0 1 9 4 Sworn to and subscribed before me this day of 1111 EA A 1+1 RYLJU 1,4NDEZ MY C Mi1 • o Az EXPIRES: Cotolior 10 1997 ; Bonded , Prepared by: Qa.r Arnr14 Ly / gOo -C'„ eoa +n ,disc, Address: 2. i J t 9 c1 ST. c,L,ti,.': F t or: cl 0, 3 3 15 z 123.01-52 2/93 Job Address: pogo A), sr . The undersigned certifies that the Mortar or Adhesive Set Tile System Assembly is in compliance with the plans, specifications, and details submitted by the architect. STATE OF FLORIDA - COUNTY OF DADE Before me this day personally appeared exArl os A n who, being first duly sworn, deposes and says that all information submitted herein is true and correct. Sworn to and subscribed befo 19a. My commission expires: Job Address: Mt () , E . .ST. APPENDIX 'E° METRO -DADE UNIFORM BUILDING PERMIT SECTION II MORTAR OR ADHESIVE SET TILE SYSTEMS 1. General 2. Documentation 123.01158 ❑ New Construction z Re -Roof 4 Licensed Contractor / Owner Signature Contractor: 62td4 Q ,¢.1 Roc (8ri, (orckciri Process No. 1-Z A ° �� � • l .1 A MARYLOU HERN DEZ MY COMMISSION # CC 324212 „, ,, Bonded Tbru Not ry_ lbIlc Underwriters � tary Public / State of Florida The information provided in this Section is required to confirm Product Control Approval of the proposed tile system assembly; confirm compliance with the wind load requirements of Chapter 23 of the South Florida Building Code (SFBC); and confirm compliance with Sections 3403.5 and 3404 of the South Florida Building Code. The following documents are required for submission with the Uniform Building Permit application: ► Two (2) copies of the proposed tile system assembly's and associated roofing component's Product Control Approval(s). ► One (1) copy of the tile system assembly and/or roofing component(s) manufacturer's published application instructions and literature. ► All documents attached herein, filled out and completed in full. 3. Project Information Check one of the following: Nole: Mortar or adhesive set tile systems are not acceptable as recover applications. Mortar or Adhcsivc Set Tile Systems Page - 8 Contractor: Qu O, 41-, Rook r .5 Con kcu ( Process No. Mortar or Adhcsivc Set Tile Systems Page - 1 Is the deck solid sheathed? (circle `yes' or 'no') yes no Deck Type (check one of the following): ❑ Nominal '''2” Plywood (for re -roof only) ❑ Nominal '4" Plywood Wood Plank I tno ❑ Other (fill in) Roof Pitch (fill ini: " : 12" no r Note: Mortar or adhesive set tile systems shall not be installed at a pitch greater than 7Y2 ":12 ". Mortar or adhesive set tile applied at a pitch greater than 5 ":12" and less than or equal to 7 ":12" shall have the first three courses of tile nailed with not less than one nail per tile. As an alternate, the first three courses of tile may be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not less than '/ which is mechanically attached to the sheathing with not less than one nail per 2 ft Circle 'ves' or 'no' for each of the following: Have you attached two copies of the tile system manufacturer's Product Control A val for the proposed tile system? ‚no Have you attached a copy of the tile system assembly and/or roofing component(s) manufacturer's published, application instructions and other literature no Is the proposed underlayment approved for use with this We system assembly? Job Address: logo O.E. s Project Information (continued): If the proposcd underlaymcnt is self - adhered, have you complied with the venting requirements of Section 2913.3 (b), (c) and (d) of the South Florida Building Code? yes no Are all related* accessories approved for use with this tile system assembly? no 4. The Tile System Assembly: Are the proposed edge metal attachment fasteners in compliance with the requirements of the South Florida Building Code (minimum 12 ga. annular ri hank, corrossion reisistant nails)? no The following information is required to confirm compliance with Subsections 3403.5(a) and (c) and Section 3404 of the South Florida Building Code. Tile: Tile Name: e. erv. er■i' F r l c c i — (,.)1A, e. Colo(' ktw Manufacturer: k e r r o Zoo - T: 1 z Tile Material: ❑ Clay or Concrete ❑ Other: Product Control Approval Number: Mortar or Adhesive: Job Address: 1030 k), g. 92- . ST1 9y — O106oOc0 Contractor: Owl 4-y Q LV Mortar: Check one of the following which apply to the proposed tile securement for use with the proposed tile system assembly: Mortar or Adhesive Set Tile Systems Page - 2 Contractor: Q S( Mortar or Adhesive Set Tile Systems Page - 7 ❑ Adhesive: Type: Manufacturer: Tile Fasteners (for first three courses if roof pitch exceeds 5 ":12" and is less than or equal to 7":12"1: Check one of the following which apply to the proposed tile fasteners (for the first three courses) for use with the proposed tile system assembly: ❑ Minimum 12 ga. galvanized roofing nail: Length: ❑ Other: Type: Length: 1N /A Underlayment: Manufacturer: Mixing Ratio: Process No. Note: All tiles shall be installed in compliance with the provisions set forth in the tile system assembly manufacturer's Product Control Approval and the minimum requirements set forth in Subsections 3403.5(c) and 3404.2 of the South Florida Building Code. Tile fasteners in the first three courses (if applicible) shall be of sufficient length to penetrate the sheathing a minimum of 1" or through the sheathing thickness a minimum of /,s ", whichever is less. J BUILDING INFORMATION #2: Roof Plan with Perimeter and Cornent'nlensions Job Site Identification: The following information is required to confirm compliance with Section 3403.5(b) of the South Florida Building Code. - i Skctch Roof Plan, indicating all dimensions, slopes and any roof top equipment. Also insert variable labeled "a" which represents perimeter and comer dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7 -88 Fact Sheet Attached ) R STM C Qt 1 Job Address: 1030 f1. _ qa ST. Manufacturer: Manufacturer: Manufacturer: ❑ Other: Type: Manufacturer: 4 r Job Address: j O$ ID Q _ 9 Q St ee ❑ ASTM #15 asphalt saturated felt with: 10 Mineral Surfaced Roll Roofing with: Underlavment Fasteners (if applicable): ❑ Other: Type: Length: Manufacturer: Ride Height: Eave Height: feet / O feet n O 19" overlap O 6" overlap 1i/4" overlap D 19" overlap ❑ 6" overlap O 4" overlap ❑ 19" overlap ❑ 6" overlap 1 f. 4" overlap Contractor: OVA - y R) kni Conacipr Process No. BUILDING INFORMATION #1 Job Site Identification: Mortar or Adhcsivc Set Tilc Systems Page - 6 Contractor: Underlavment (continued): Check all of the following which apply to the proposed underlayment for use with the proposed tile system assembly: ASTM #30 asphalt saturated felt with: Check one of the following which apply to the proposed underlayment attachment: Minimum 12 ga. electro- galvanized roofing nail with minimum 32 ga. x 1 tin cap: Length: 1 " Manufacturer: Roof Mean Height p feet Mortar or Adhcsivc Set Tilc Systems Page - 3 Ground Level Spacing (per tile system assembly Product Control Approval): Field: A " o.c. Laps: 3 "0.c. 5. Related Accessories: Insert Building Ridge Height, Eave Height and Roof Mean Height. Also insert applicable information pertaining to the building below. ( See ASCE 7 -88 Fact Sheet Attached ) Exposurc Category: Classification Category: /� M l lurricancc Occanlinc7: Y V/ N Basic Wind Speed at Building Location: 110 mph Building Condition based on % of openings: (See Table 9 of ASCE 7 -88) Type: Edge Metal (refer to Section 3408.2 of the South Florida Building Code): ❑ Cold Adhesive: Type: Manufacturer: Flashing Cement: Process No. Pl %t eurN1 2_ P Dimensions: g, �C� Gauge or Thickness: Finish: Pal Q Note: All edge metal shall be nailed on the flange and nailed or clipped at the face in compliance with the provisions set forth in Dade County Protocol PA 111, marked Appendix 'U' in the South Florida Building Code. Adhesives (check one of the following): Type: Manufacturer: .PrS1-k 0 L$Kk Job Address: J OR 0 k\ � ' E q Q St Contractor: Qu�I,' �y �OD e tifCrtelr Process No. Adhesives (continued): Note: Application of adhesives shall be in compliance with the Roofing Component Product Control Approval and the minimum requirements set forth in Subsection 3403.5(e)(4)(cc) of the South Florida Building Code. Ventilation System (check one or more of the following): The following information is required to confirm compliance with Subsection 3401.4(e) of the South Florida Building Code. 0 Ridge: Type Size d Soffit: Type Sr r e .,.e/A, Size in Note: If underlayment is comprised of a self - adhered membrane, both soffit and ridge ventilation systems are required, unless a base sheet is applied as an anchor sheet below the self - adhered underlayment. Note: The Tile System Assembly shall be installed in strict compliance with the application instructions enumerated in the Product Control Approval. A permit shall be issued for application of the specified Tile System Assembly only. Any change to the specified Tile System Assembly shall require submission of a revised SECTION II with a copy of SECTION I, noting the permit number issued. Job Address: ISOM q:2 ST, Mortar or Adhesive Set Tile Systems Page - 4 Contractor: DETAIL #1 Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 5 Additional Notes: c... —or Process No. Ridge Venting: � 1 (vo,pJicable) {V Dcck: ,, �^ Type K.7OOCV rhlckneu: \ )01.„, Underlayment: _ 01:1 I} S 1 M 7 Unde 1 /N t `, 1 ■ Fastener. � /1 � -- 5 r�r�� Y0. � 1 S 12" FILL IN APPLICABLE ROOFING COMPONENTS WI WI' MAKE UI' TILE SYSTEM ASSEMBLY. INSERT ANY ADDITIONAL LEADERS INDICATING ADDITIONAL ROOFING COMPONENTS NOT SHOWN ON THIS PAGE. ( Where Rooting Component not uscd in Tile Systcm Assembly. full in with "N /A ". ) Head Lap Dimension: 2 1- " (minimum 7' unless otherwise specified in the rde system assembly Product Control 4pprovaO Mortar /Adhesive: (\ S'f Ivy G°l,1 Tile: F I a c e .4- t,t.1, fie.tot opf emA. Tile Fastener: PIA Edge Metal or Gutter Fastener: 1 t / " ('. nic S ketrtI Y� Gt ,` 15 Bird Stop: (((applicable) N Edge Metal or Gutter: (5-AA V A- Lu -to n , Existing or Proposed Soffit Venting: Scree. y�e.,c1 aX � f'r 'METRO•DADE Etel Metro Roof Tile, Inc. . 11350 NW South River Drive Medley, FL 33178 Your application for Product Approval of Metro Roof Tile, Inc. roofing tile under Chapter 8 of Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by Construction Research Laboratory, Inc., Testwell Craig Laboratories and Consultants, Inc. and Just() R. Rodriguez, P.E., has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the Specific Conditions set forth in pages 2 ct seq. and in the Standard Conditions detailed on page 3. The approval shall be valid for a period of duce years. The Office of Code Compliance reserves the right to require retesting of this system within the first two years of the approval should any amendments to the South Florida Duild'ug Code be enacted affeclin its c (one» or roof systen ACCEPTANCE No: 94- 0106.06 EXPIRES: FEB 1 4 1997 THIS IS THE COVERSIIEE 1', SEE Alll)ITIONA.L PACES FOR SPECIFIC AND GENERAL CONDI'T'IONS. This application for Product Approval has been reviewed by the Metiopolit ;ui Dade County Building Code Compliance Department and approved by the Building Coite'Cuin i to be i► in Dade County, Florida under the conditions set forth above. APPROVED: EE01 4 1994 PRODU4"T CONTROL NOTICE OF ACCEPTANCE * *PLEASE NOTE ** ME :I ROVULI IAN UMUL- I.UUIV 1 1 , 1 LUhluA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2900 ��1G12 Diamond, P.E. Product Control Division Supervisor Charles Danger Building Code Compliance Department Metropolitan wade County THIS PRODUCT CONTROL APPROVAL SUPERSEDES PRODUCT CONTROL APPROVALS #89- 0814.06 & #90- 1005.03 • Applicant: Metro Roof Tile, Inc. 11350 NW South River Drive Medley, FL 33178 Category: Prepared Roofing Sub - Category: Tile Type: Nail - on/Mortar -set Sub -Type: Concrete System Description Metro Roof Tile, Inc. is a Florida based manufacturer of extruded concrete roof tile. Tile is available in two profiles: Flat concrete interlocking and Spanish 'S'. Tile is marketed through local roofing wholesale distribution and is approved for both nail -on and mortar -set applications in the South Florida jurisdiction. Matching trim pieces'are manufactured for all profiles and all mortar, metal flashings, fasteners shown in this document form an intergal part of this Product Control Approval. Metro roof tiles have been tested in compliance with all South Florida Building Code requirements for nail -on concrete tile application. Product Control Notice of Acceptance Roofing System Approval Contact: Fernando Arias 11350 NW South River Drive Medley, FL 33178 • (800) 892 -8033 Product Control No.: 94-0106.06 Approval Date: 7E8 1 4-113 Expiration Date: 7E111 1 y 97 System 'Trade Nantes Spanish 'S' Roof Ti le . 11ip and Ridge Tile Maximum Design Vclocily_ isms Material Design_ Velocity Pressure Wood, Non - insulated psf (See Continents and Limitations) Material Wood, Nail-on Maximum Fire Classification Classificzitisit Class A Product Spanish 'S' Roof Tile 181/2" x 101/2" flip and Ridge Tile Cement 1 llip and Ridge Tile • Track Names of Products Manufactured or Labeled by Applicant Dimensions 10 "x16 "x 2" Test Specifications PA 112 Gil Diamond, P.C. Product Control No.: 94 -0106.06 Product Description lulcflocking, higli pressure extruded concrete roof tiles;with a Spanish S' profile. ce.4 PA 112 l liglr pressure extiuded concrete Trip and ridge tiles for Spgutislr 'S' Tile applications. Extruded, inleilocking llal roof tile for nail -on and mortar scl application Product. //30 Pelt 1/43 Base Sheet Mineral Surface Cap Sheet Asphalt Primer Mopping Asphalt Plashing Cement 7.'rade Names of Products Manufactured by Others Dimensions Test Specifications ASTM D 226, type 11 ASTM 1) 249 AS'1'M,1) 41 ASTM M D 312, type 111 or type IV ASTM D 4586 Valley Flashing Min. 26 ga. x 16" ASTM A 525 Drip Edge Wood l3altcus • Roofing Nails Min. 26 ga., 2" x ASTM A 525 2" Min. 1" x 2" for LP - 2 horizontal, 1" x 4" for vertical Min. 12 ga. x 1 "1 ASTM A 641 Product 1)cscr iplion Saturated organic felt to be used as a nailed anchor sheet. ASI'bl 1) 2626 Saturated and coaled organic base sheet for single ply undcrlayurcnt. Mineral surfaced asphalt roll roofing. Cut back, asphalt based coating used to facilitate adhesion of dissimilar materials. Asphalt for bonding the mineral surf;rcc cap sheet to the base sheet. Cut back, asphalt based, fiber - reinforced trowel grade cement for flashing and repair applications. Galvanized steel valley flashing. Galvanized steel drip edge. Pressure treated wood battens. Corrosion resistant roofing Gil Diamond, P.E. Product Control No.: 944)106.06 Manufacturer generic genetic generic generic generic generic generic generic genet is gcnclic • Tin Caps 'file Nails Ilurricauc Clip Fasteners Tile Adhesive Mortar Min. 32 ga. x 1 -5/8" Min. 11 ga. ASTM A 641 Hurricane Clip PA 114 118 x 2" PA 114 Compatible fastener for generic clip AS TM Iv1 D 3498 Structural bonding Ohio Sealants, Inc. adhesive for roof tilt. ASTIv1 C 91 Apptovcd mortar ratio, 3:1 generic Sand to mortar Corrosion resistant citcular genet is discs. Corrosion resistant nails. generic Nail heads shall exceed the sizc of nail holes in tile. Galvanized , bronze, aluminum, plastic, ur stainless steel attachment clip for high wind areas. Gil Diamond, P.E. generic Tcsl Agency . Test Reports Test Identifier Construction Research 115276 Uplill Approvals 03/09/90 Laboratory, Inc. EA-ALT-I0 EA- ALT -09 EA-A.1:1-06 //030990 Test Natue /Jtcpott 1)atc Static Pressure Structural Uplift Resistance . Water Absorption and Breaking Strength Water Absorption and Breaking Strength Water Absorption and Breaking Strength Water Absorption and Breaking Strength Justo R. Rodriguez, P.L: 1/U9109U Material Properties Test Water Absorption and Breaking Strength 1/060790 Material Propertics Test Water Absorption and Iltcakiug Strength Gil 1)iannond, P.E. Cn7 Product Control No.: 911- 01,06.06 Tcstwcll Craig Laboratories EA- ALT -14 Matcrial.Propctties Test 09/03/93 - and Consultants, Inc. Material 1'roper tics Test 07/12/93 Matci ial Properties Test 05/29/93 Material Propertics Test 03/06/92 Material Properties "Pest' Water Absorption and Breaking Strength 09/10/90 06/07/90 03/09/90 Limitations: 1. This roof system assembly may be applied to roof slopcs no less than 4 ":12 ". r 2. horizontal battens shall be used on all tile applications on slopcs of >7 ":12 ". 3. Mortar set systems may be applied to roof slopes of 2 ":12'' to 7 ":12 ". 4. Nails for attachment of tile shall have heads larger than the pre - formed nail holes in the tile. 5. All tiles shall bear the imprint of the manufacturer's uvue or logo, as noted attached, to permit identification in the field. 6. Allowable height above ground shall not exceed a maximum height of 45' 1 and 2, and only by job approval from the Chief Product Control Compliance 7. Any amendments to these provisions shall be in compliance with Sections Building Code. 111,CC111:I1I■ , ,u„w..,. Approved: Expires: '1 v , v .. . .... for non - coastal, 30' in Coastal Arca Officer in Coastal Area 3. 203 and 204 of the South Florida 8. All nails shall be corrosion resistant. Exposed nails shall be hot dipped galvanized, stainless steel, or copper only. — 9. The manufacturer shall retain the services of an independent testing laboratory to maintain quality control. Testing shall be performed on a minimum of five (5) tiles every three (3) months, for strength according to Section 3404 of the South Florida Building Code, and for moisture absorption according to PA 112. Test samples shall be selected by a laboratory according to ASTM D 3665. Results shall be forwarded to Dade County Product Control Section. Test reports shall bear a description of the tile by material and color, i.c. cement, grey. 10. All domestic disUibutors and private labelers of foreign manufactured tile shall have a completed distribution agreement filed with the Metro Dade County Office of Code Compliance confirming the distributor's agreement to adhere to the conditions of this report. 11. Metro Roof Tile, Inc. tilt shall be installed in strict compliance with the application instructions noted herein as well as the manufacturer's and Metro -Dade County specifications and application instructions. The Metro Dade County Model Tile Specification shall take precedence. 12. The use of all pre - formed trim and specially tile tested is required as it forms an intricate par t of these product control approval tests. — 13. Applications for roofing permits must be accompanied by Section 11 of the Uniform Building Permit, clearly indicating the extent of the work to be performed, ol c with shall tions n►adc details. In addition, a copy of this approval shall be attached to l appropriate data for the required fire rating. 14. The following documents w4re submitted with the application: Metro Gent Product Literature Profile Drawings Application instructions Acceptance Number: 94- 0106.UG Approved: Expires: Gil Dianuon .E. Metropoli u Dade County Office of Code Compliance 4aco/we • METRO DADE EAMI NOTICE OF ACCEPTANCE: STANDARD CONDITIONS METROPOLI'T'AN DADE COUN IY, FLORIDA METRO -DADE FLAGLEII BUILDING BUILDING CODE COMPLIANCE DEPAFI FMENT SUI rt: 1603 METRO- DAI)lc FI.AGLEf1 OUILDING 1.10 wl:Sr FLAGLEf SIrIEET MIAMI, FLORIDA 33130.15G3 (305) 375.2901 FAX (305) 375.2900 1. Extension of Acceptance may be considered alter a new application has been filed a the suppor lint; data, lest repot ts no older than ten (10) years, have been re- evaluated. All repotls of re- testing shall bear the seal, signature and date of au engineer registered in the Slate of Flurida. 2. Any revision or change in the materials, use, or iu;utufactute of the product ur process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory petlutntance of this product or process or a change in Code ptovisious shall be grounds fur 1c- evaluation. 4. This acceptance shall not be used as an endorsement of any product fur sales or advertising puiposcs. 5. The Notice of Acceptance number preceded by the \voids Dade County, Florida, and followed by the expiration dale may be displayed in advertising literature. If any 'tuition of the Notice of Acceptance is displayed, then it shall be done in its enlitcly. 6. Ptuduct approval drawings, tvhcrc required fur permit applications, shall be provided to the applicant by the mauulacturer or his dis(ibuluts; unless otherwise noted in the Notice of Acceptance. The 'trims need not be re- scaled by an engineer. 7. ' An annual cettifrcate confirming listing with Factory Mutual Research and Undetwrilets Laboratories ur such outer listing agency approved by the Office of Code Compliance shall be submitted on or around the first of April annually. 8. Failure to comply with Standard Conditions shall he cause,fuL.terntivaliun of Approval. eZ I;mwud, I' duct Control Division upet visor Deck Typc 2: Wood, non - insulated , Mortar Set _ Declt Description: New construction, 1 or greater plywood or wood plank Slope Range: 2 ":12" to 7 ":12" System A. Underlayn►ent: Any approved.No. 30 or No. 43 organic anchor sheet. !lead laps shall be minimum 2 ", side laps shall be minimum 6 ". Fastening: Nails and tin caps, two (2) rows staggered 12" grid, 6" u.c. at the laps. Membrane: Any approved mineral surfaced tolled roofing applied in hot asphalt or cold process cement (See Model Tile Specifications). 1lead lap shall be minimum 2" and side lap shall be minimum 6 ". Vertical Battens: None Iiorizontal Battens: None Mortar /Adhesive Approved mortar shall be used. All tile shall be set in a ntottar patty as set fund► in the Application: Model Mortar-Set Tile Specification. Motlar shall be Type "M ", mixed in the ratio set forth in the 'Products by Others'. Any adhesive application shall be applied as set forth in the adhesive Product Control Approval. All tile and accessories shall be installed in compliance with system 113, of the Dade County Model Tile Specification. Roofing 'file: The Tile system shall be installed in compliance with the Mello Dade County Model Motlar /Adhesive -Set Tile Specification (Appendix 'X' of the South Florida 13uildiug Code), utilizing the components listed in the 'Products Listings' set foi1lt in this Product Approval. Applications, as detailed in the test reports, are consistent with the application — methods stated in the execution section of said model specification. See Limitation No. 6. Maximum Design Velocity Pressure: Comments: For re -roof applications, 15/32" plywood is an acceptable sabstrate. On slopes 4 ":12" to 6 ":12" tile shall have the first three courses of tile nailed with nut less than one nail per tile. As an alternate, the first three courses shall be applied in mot tar over a single layer of minimum 12 ga wire mesh with square openings of not less than 3/8" which is mechanically attached to the deck tivitlt not less than one roofing nail per evcty 211 For pitches from 6 ":12" to 7 ":12" every third tile of every fifth course, beginning with die eighth course, shall be nailed. On Slopes >7 ":12" all provisions of 'System 1' of the Dade County Model'llorizonlal Batten' Nail-on Tile Specification shall apply. Product Control No.: 94- 0106.06 Deck Type 2: Wood, non - insulated , Mortar Set Deck Description: New construction, 19/32" or greater plywood or wood plank Slope Range: 2 ":12" to 7 ":12" System A. Underlayment: Any approved No. 30 or No. 43 organic anchor sheet. Head laps shall be minimum 2 ", side laps shall be minimum 6 ". Fastening: Nails and tin caps, two (2) rows staggered 12" grid, 6" o.c. at the laps. Membrane: Any approved mineral surfaced rolled roofing . applied in hot asphalt or cold process cement (See Model Tile Specifications). Head lap shall be minimum 2" and side lap shall be minimum 6 ". Vertical Battens: None Horizontal Battens: None Mortar /Adhesive Approved mortar shall be used. All tile shall be set in a mortar patty as set forth in the Application: Model Mortar -Set Tile Specification. Mortar shall be Type "M ", mixed in the ratio set forth in the 'Products by Others'. Any adhesive application shall be applied as set forth in the adhesive Product Control Approval. All tile and accessories shall be installed in compliance with system #3, of the Dade County Model Tile Specification. rr The tile system shall be installed in compliance with the Metro Dade County Model Mortar /Adhesive -Set Tile Specification (Appendix 'X' of the South Florida Building Code), utilizing the components listed in the 'Products Listings' set forth in this Product Approval. Applications, as detailed in the test reports, are consistent with the application_ methods stated in the execution section of said model specification. See Limitation No. 6. Roofing Tile: Maximum Design Velocity Pressure: Comments: For re -roof applications, 15/32" plywood is an acceptable substrate. On slopes 4 ":12" to 6 ":12" tile shall have the first three courses of tile nailed with not less than one nail per tile. As an alternate, the first three courses shall be applied in mortar over a single layer of minimum 12 ga wire mesh with square openings of not less than 3/8" which is mechanically attached to the deck with not less than one roofing nail per every 2ft For pitches from 6 ":12" to 7 ":12" every third tile of every fifth course, beginning with the eighth course, shall be nailed. On Slopes >7":12" all provisions of 'System 1' of the Dade County Model 'Horizontal Batten' Nail -on Tile Specification shall apply. Gil Dia end, P.E. 2 1/4" R IDGE • pl. END VIEW 1/2" 21/e HIPS, RIDGE •AND GABLE TILE h 151/ 2" HIPS AND. RIDGE TILE TOP VIEW 7 INSTALLATION INSTRUCTION FOR " FLAT " TILE 1. CHECK ROOF PROPERLY THE FIRST RUN CAN OVERHANG BETWEEN 1/2 AND 3/4 INCHES OVER THE EDGE. ALL OTHER HORIZONTAL LINES SHOULD BE MARKED AT 13.0 INCHES (3" OVERLAP). a) THE MORTAR HAS TO BE FRESH AND SHOULD BE USED WITHIN ONE HOUR AFTER BEING MADE. IN DADE COUNTY A PREMIX BAG HAS TO BE USED FOR MORTAR. THE MORTAR IS APPLIED VERTICALLY WHERE THE TWO CAVITIES OF THE TILE ARE LOCATED. A FULL TROWEL No. 10 WILL BE SUFFICIENT FOR THE JO3. IT WILL TAKE BETWEEN 5 AND 6 POUNDS OF MORTAR ENOUGH AMOUNT OF MORTAR SHOULD BE APPLIED TO FILL THE CAVITIES. AS THE TILE IS BEING PLACED ON THE ROOF, IT SHOULD SQUEEZE SOME MORTAR OUT. b) THE TILE SHOULD NOT BE WALKED ON AFTER IT HAS BEEN SET IN PLACE, UP TO AT LEAST 5 DAYS AFTER ITS INITIAL PLACEMENT. c) AFTER THE 5 DAYS THE ROOF CAN BE CLEANED AND CHECKED FOR ANY LOOSE TILES THAT WERE NOT IN- STALLED PROPERLY. IF ANY ARE TO BE FOUND, ANY CEMENT GLUE SUCH AS RT 600 CAN BE APPLIED TO FIX THE LOOSE TILES. 2).THE TILES ARE BEING MANUFACTURED IN MIAMI 11501 N.W. 117 WAY MEDLEY FL. 33178 METRO ROOF TILE INC. 11501 N.W. 117 WAY MEDLEY FL. 33178 (305) 558 -6712 . f GS Roofing Products Company, Inc, 5525 MacArthur Blvd, Suite 900 Irving, TX 75038 Your application for Product Approval.of GS Iiullt.u Roofing Prodtict under Chapter 8 of the. Metropolitan Dude County Code governing the use of Alternate Materials and types of Construction, and completely described in. the plans, specifications and calculations as submitted by Applied Research Laboratories, Factory Mutual Research Corporation and Underwriters Laboratories, Inc. 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 product or material ,fail co perform in the approved manner, the Codc Compliance Department may revoke, modify or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The,c.pense of such testing will be incurred by the heih:aufacturer, PRODUCT NO.: ACCEPTANCE HO,: EXPIRES: BUILDING CODE COMPLIANCE 0EPARTMENT ~ • SUITE 1603 METRO.0A0E FLAGLER BUILDING • 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130.1563 (305) 375.2901 PRQDUCT CONTROr., NOTTC1 OF ACCEPTANCE FAX (305) 375 2908 APPROVED; ' JUN 1994. 2 d `JUN 0 P METROPOLITAN DADE COUNTY, FLORIDA METRO.DAOE FLAGLER BUILDING Gil Diamond, P.E. Product Control Division Supervisor PLEASE NOTE - THIS IS THE COYERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERA L . CONDITIONS, BUILDING CODE COMMITTEE 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, Florida under the conditions set forth above,. Charles Danger, P.E., Direct Building Code Compliance Department tvtetropolitnn Dade County NOTICE O1 ACCEPTANCE; STANDARD CONDITIONS 1. Extensions of Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an'engineer registered In the State of Florida. 2. Any revision or change In the materials use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, thenit shall be done in its entirety. 6. Product approval drawings, inhere required for permit applications, shall be provided to the applicant by the manufacturer or his distributors unless otherwise noted in the Notice of Acceptance. The prints need not be re- sealed by an engineer. 7. Failure to comply with the Standard Conditions shall be cause for termination of the Approval. I Diamond, P.E. roduct Control Division Supervisor "r • faol Applicant:, GS Roofing Products Company, Inc. 5525 MacArthur Blvd. Suitt 900 Irving, TX 75038 Category: Membrane Roofing System Sub-Category: Built-Up Roofing Type: Conventional Sub-Type: Fiberglass/Asphalt Product Control Notice of Acceptance Roofing System Approval PPat Neuhaus • tommercial District Manager 2900 Bird St. Charleston.Hcights SC 29405 803' 744.7451 Product Control No.: 94.0323.43 I�JUH 0.6ICi Approval Date: Expiration Date: _JUN 0 6 1997 GS Roofing Products Company, Inc. manufactures and markets nationally a complete line of residential, commercial BUR and modified bitumen products. OS 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 compliuncc with all provisions of the South Florida Building Code as well as Underwriters Laboratories, Inc., and Factorylvlutual Research Corporation for fire and wind uplift resistance. GS provides technical service and warranty information through regional offices. For the South Florida Ivictro•Dadc arcs, call 1.800.777.2563. it Diamond, P.E. Trade Nam'e's of products Manufactured by Others Product Product Dimensions Test Specifications Description Manufacturer Pyrox various PA 110 ` Polyisocyanuratc foam Apache Products Co. insulation. ACFoain•11 various • PA 110 Polyisocyanuratc foam Atlas Energy Products insulation. Hy•Thcrrn AP various PA 110 • Polyisocyanuratc foam Cclotex Corporation insulation. Hy•Thcrm Nail•Line various PA 110 Polyisocyanuratc foam Celotcx Corporation insulation with nailing surface. Anchorbond Fastener • • PA 114 DO:.Fast Fastener P.A 114 FN'I 30, FN1 FM 90 PA 114 Fasteners tt'ail•Titc Type A Fastener Nail•Tite Type R Fastener Gripde Fastener Fie.etra Fastener PA 114 PA 114 Insulation fastening assembly with plastic and steel stress plate. Insulation fastening assembly with plastic and steel stress plate. Base ply fastening system (for lightweight insulating concrete only). PA 114 Base sheet fastening assembly for reroofing. Bnsc he fastening assembly for reroofing. Insulation fastening assembly with plastic and steel stress plate. PA 114 insulation fastening assembly with p Gil Diamond, P. Product Control No.: 94.0333.43 Construction Fasteners Construction Fasteners ES Products. Inc. ES Products. Inc. ES Products. Inc. 1 BviIdc.t IT11' Buildc.t • Roofgrip Fastener _ PA 114 ISO 95+ various PA 110 Polyisocyanurate foam International Permalite insulation E'NRGY'2 various PA 110 Polyisocyanurate foam NRG Barriers. Inc. insulation. 1SORoc various PA 110 Polyisocyanurate foam and NRG Barriers, Inc. rockwool composite insulation. Con•Tite Fastener PA 114 Insulation fastening Olympic Fasteners assembly with plastic and .steel stress plate. Olympic Fastener PA 114 Insulation fastening Olympic Fasteners assembly with plastic and steel stress plate. GlasFast Fastener PA 114 Insulation fastening Owens-Corning assembly with plastic and steel stress plate. Paroc various PA 110 ' Rockwool mat insulation. Partek, Inc Multi•ivlax various PA 110 ESl Fastening Systems Insut[px Fastener Rawl Drive /Spike PA 114 PA 114 PA 114 steel stress plate. Insulation fastening assembly with plastic and steel stress plate. Insulation fastening assembly with plastic and steel stress plate. Insulation fastening assembly with plastic and steel stress plate. Insulation fastening assembly with plastic and steel stress plate. Product Control No.: 9 1.0323.43 ITW Buildcx Polyisocyanurate foam RIvIAX insulation. SFS /Stadler SFS /Stadler The Rn■vIplug Company. Inc. • PA 1 . .:(a..vIplug Fastener •PA 11•: 1/4 ThFs FILSICI1Cf • PA 114 2" oi;•: ttal (..":;•.•4•1:ce libery,tuss • 1"..enn•n: Plastic Roof 3" min flange A SiVs/1 A 525 Prit):7.1 • A S'I'N1 ASTN•1 D 312 Bitumen 1..spnalt based roof prtritt..r. ASTIA : : 1227 PA I It. Fiber glass roof insulation generic Asi'm e536 of ASTN1 2:322 • i F.iyh Density Wood • various PA 110 ASTM !):tiS6 Type 1. • ,‘ PA Ilu steel itc•SS insulation fastening assembly with plastic and steel stress plate. insulation fastening assembly With plastic and Seel SUM plate. ?6 ga. corrosion resistant edge inctill for system • tt:rinniutiOn Roof Coating. ye.ncy.: A tfowel.grade, cutback bitumen cement mixture including inorganic fibers and mineral stabilizers. Wood fiberboard insulation: Flashing cement • Roof Coating. Gil Diamond. PrOt1:. ! • • •. , .:t•sit■ C 111c. Tru• Fast ge ncri . : generic Perlitc insulation bo. / ilene:te .1 • i •• • FlintGlas® Mineral Surfaced Cap Sheet FlintGlas® Premium Ply Sheet Type IV or VI Flintgl:s GTS Flintlastic FR•P Flintlastic GMS Flintlastic GTA Flintlastic STA Bast Sheet No. 15 Perforated Felt Trade Names of Proc cts Manufactured or Labeled by Applicant Product Dimensions All Weather/Empire Base 36" x 72'; Roll Sheet weight: 86 lbs. Black Diamond Base 36" x 75'; Roll Sheet weight: 75 Ibs. 36" x 36'; Roll weight: 78 lbs. 36" x 180'; Roll weight: 40/55 lbs. 36" x 144'; Roll Test Specifications ASTNI D 1970 ASTM D 3909 ASTM D 2178 Type IV or VI 39-3/8" x 24'9 "; Roll ASTN1 D 5147 %veight: 92 lbs. 39-3/8" x 34'2"; Roll ASTM D 5147 weight: 105 lbs. ASTM D 226 Organic a Gil Diamond. P.E. Product Control No.: 94.0323.G3 Product Description ASTN1 D 2626 Organic asphalt coated felt. Inorganic glass fiber SI3S asphalt 'impregnated and coated with fine black mineral particle surface.. Asphalt.impregnated and coated inorganic glass fiber surfaced with mineral granules used to the top ply in conventional built-up roof membranes. Inorganic glass fiber usphalt`impregnatcd ply sheet. Torch applied, granule surface SBS modified polyester membrane for BUR flashing. Asphalt adhered, granule surfaced SBS FR modified polyester membrane for BUR flashing. 39.3/8" x 34' 2 "; ASTN1 D 5147 Asphalt adhered, granule surfaced SBS Roll weight: 100 modified polyester membrane for BUR Ibs. flashing. 39.3/8" x 33' 3 ": ASTN1 L7 51 Torch applied, granule surfaced APP Roll weight: 105 modified polyester membrane for BUR Ibs. flashing. 39.3/8" x 33'; Roll ASTM D 5147 Torch applied smooth surface A PP weight: 90 lbs. modified polyester membrane for BUR flashing. 36" x 10S%t'Roll ASTM D 4601 Type 11 asphalt impregnated and coated weight: 69 Ibs. glass fiber base sheet for use to conventional and modified bitumen built-up roofing. alt saturated felt. Roofing Nails Static Asphalt Fibcred Emulsion Tin Caps `.'alley NIctul min..134" x It/" PA 114 min 32 ga. x 1 5/8" - 2.0" Jy ASTtvI D 1227 Corrosion resistant deformed roof nails. Product Control No.. 9 ;.U3•_'3.4. generic Roof Coating. gcncnc Min. 32 ga. x 1 5/8•'•2" corrosion resistant circular discs. gcncric min. 26 gu. 12" ASTNI I) 525 only. metal valley (lashings generic wide galv. metal valley Ilushings Gil mainfInd P P / •b t:nium Fltx•I•GIasT 1 Shcc. Ultra Flex•I•(.JIusT •y +t:ignt: 55 Ibs. x 72'; Roll weight: 90 Ibs. 39.3/8" x 50'; Roll weight: 90 lbs. .\STNI Q 4601 Inorgunic ;lass'.Ibcr SL'S Impregnutco anu eoelcd b:ric sneer. ASTM D 4601 Inorganic glass fiber SBS aspha�: impregnate° and coatcd bitic sncct. ASTM D 249 Organic asphalt coated felt with granule Yosemite Mineral Surface 36" x 36'; Roll Cap Sheet weight: 69 Ibs. surface. Agvncy . • .. 1'1:cif:arc!) •• ' 'rest Identifier Test Nine/Report • 2SOIT FNutc 1994 F:melting It 'rest: Physical Properties Chissiiicatiun Co:nplitince Product Control No.: 9:1.1132:;. Currentinsulation raf,Icnii:g Rec.:v Appr(viil Guid !99) 0 6/3'2.7 Insulation Types: Wood fiber Fibrous glass Perlite Polyisocyanurate Composite Board Rockwool Maximum Design Pressure Material Design Pressure Wood - 60'psf Steel -55 psf Concrete -75 psf Lightweight Concrete -45 psf Poured Gypsum Concrete -45 psi Cementitious Wood Fiber - 45,psf Maximum Fire Classifications Material Classification \Vood Class 'A' Steel Class 'A' Concrete Class 'A' Lightweight Concrete Class 'A' Cementitious Wood Fiber Class 'A' Poured Gypsum Concrete Class 'A' Note: Fire classifications and maximum design pressures do not reference all assemblies over all deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory for Fire Classifications. Gil Diamond, P.E. 9 Product Control No.: 94. 0323.43 it Deck Type 1I: Wood, Insulated, New Construction Deck Descriptions 1 °' 32 " or greater plywood or wood plank System Type B: Base layer of insulation mechanically fastened, optional top layer adhered wtih approved asphalt. All General Limitations shall apply. Insulation Base Laver Approved Type(s): AC -Foam I Minimum: 1.3" x 3' x 4' DekFast S/P Minimum: 1.3" x 3' x 4' Olympic S/P Minimum: 1.3" x 3' x 4' Gripdek S/P Minimum: 1.3" x 3' x 4' Roofgrip S/P Minimum: 1.3" x 3' x 4' Anchorbond S/P Minimum: 1.3" x 3' x 4' Olympic /G2 Approved Type(s): E'NRG'Y 2 Minimum: 1.4" x 3' x 4' Minimum: 1.4" x 3' x 4' Minimum: 1.4" x 3' x 4' Minimum: 1.4" x 3' x 4' Minimum: 1,4" x 3' x 4' Minimum: 1.4" x 3' x 4' Minimum: 1.4" x 3' x 4' Approved Type(s): ISORoc Minimum: 1.5 "x4'x4' Minimum: 1.5" x 4' x 4' Minimum: 1.5" x 4' x 4' Minimum: 1.5" x 4' x 4' Minimum: 1.5" x 4' x 4' Minimum: 1.5" x 4' x 4' Minimum: 1.5" x 4' x 4' Fastener Type Approved Type(s): E'NRG'Y 2 Plus Minimum: Minimum: i\linimum: Minimum: Minimum: `1inimum: i\1inimum: NIinimum: Minimum: 1.5 "x3'x 1.5 "x3'x 1.5 "x3'x 1.5 "x3'x 1.5 "x3'x 1.5 "x3'x 1.5 "x3'x 1.5 "x3'x 1.5 "x3'x DekFast S Tru -Fast S Olympic S/P Gripdek S/P Roofgrip S/P Anchorbond S Olympic /G2 DekFast S Tru -Fast S Olympic S/P Gripdek S/P Roofgrip S/P Anchorbond S Olympic /G2 4' DekFast S/P 4' Tru -Fast S 4' Insulfixx S/P 4' Hextra S/P 4' Anchorbond S/P 4' HD Insulfixx S/P 4' Olympic /G2 4' Gripdek S/P 4' Roofgrip S/P Fastening Detail No. [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [3] [ [3] [ [ [ [ [ ( [ [ ( [ (;i1 Diamond, P.E. 12 Product Control No.: 94- 0323.43 Fasteners Per Board 4 4 4 4 4 4 4 3 4 4 4 4 4 6 6 6 6 6 6 6 :4 ft' :4 ft' :4 ft= :4 ft' :4 ft :4 ft' :3 ft= :3 ft= 4 1:3 ft' /` 3 3 3 3 3 3 4 4 Fastener Density :3 ft= :3 ft' :3 ft :3 ft' :3 ft :3 ft' :3 ft' :4 ft' :3 ft= :3 ft' :3 ft :3 ft :3 ft 1:2.67 ft 1:2.67 ft.' 1:2.67 ft' 1:2.67 ft' 1:2.67 ft' 1:2.67 ft' 1:2.67 ft= Insulation Base Laver Approved Type(s): Multi -Max Minimum: 1.5" x 4' x 8' Minimum: 1.5" x 4' x 8' Ivlinimum: 1.5" x 4' x 8' Minimum: 1.5" x 4' x 8' Minimum: 1.5" x 4' x 8' Minimum: 1.5" x 4' x 8' Minimum: 1.5" x 4' x 8' Minimum: 1.5" x 4' x 8' Minimum: 1.5" x 4' x 8' Approved Type(s): Perlite ivlinimum: 1/4" x 2' x 4' Minimum: ' /a" x 2' x 4' Minimum: ' /a" x 2' x 4' Minimum: ' /y" x 2' x 4' Minimum: ' /�" x 2' x 4' Minimum: '/<" x 2' x 4' Approved Type(s): Fiberglas Minimum: Minimum: Minimum: Minimum: Minimum: Minimum: Minimum: Minimum: Minimum: 15 / 1 6 " x 4' x 4' 15 / I6 "x4'x4' 15 / 16 "x4'x4' 15/16. x 4' x 4' 15 x 4' x 4' 15 / 16 " x 4' x 4' 15 x 4' x 4' 15 /, 6 " x 4' x 4' 15 / 16 " x 4' x 4' Fastener Type DekFast S Tru -Fast S Insulfixx S/P Olympic S Roofgrip S/P Anchorbond S HD Insulfixx S/P Hextra S/P Olympic /G2 DekFast S Tru -Fast S Gripdek S/P Roofgrip S/P Anchorbond S Olympic /G2 DekFast S/P Insulfixx S Roofgrip S/P TruFast S Anchorbond S/P HD Insulfixx S Hextra S Olympic S/P Glasfast S/P Approved Type(s): High Density Wood Fiber Minimum:' /" x 4' x 4' N/A Approved Type(s): Paroc ivlinimum: 1/4" x 4' x 4' N/A Fastening Fasteners Detail No. Per Board [4] [4] [4] [4] [ [4] [ [4] [4] N/A N/A Gil Diamond, P.G. 13 Product Control No.: 94- 0323.43 11 11 11 11 11 11 11 11 11 4 4 4 4 4 4 6 6 6 6 6 6 6 6 6 N/A Fastener Density 1:2.9 ft' 1:2.9 ft' 1:2.9 ftZ 1:2.9 ft' 1:2.9 ft' 1:2.9 ft' 1:2.9 ft' 1:2.9 ft' 1:2.9 ft' 1:2 ft' 1:2 ft' 1:2 ft' 1:2 ft' 1:2 ft' 1:2 ft' 1:2.67 ft' 1:2.67 ft' 1:2.67 ft' 1:2.67 ft' 1:2.67 ft' 1:2.67 ft' 1:2.67 ft' 1:2.67 ft' 1 :2.67 ft' Note: Base layer shall be mechanically attached with fasteners and density described above. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density (See Dade County Protocol PA 117 for fastener details). Insulation Fastener Fastening Fasteners Fastener Top Laver Type Detail No. Per Board Density Approved Type(s): Any of the insulations listed for Base Layer, above. N/A N/ Apply optional top layer of insulation in a full mopping of any approved mopping asphalt at an application rate, for the appropriate slope, of 25 lbs. /sq. ± 15%. Please refer to Dade County Protocol PA 117 for insulation attachment requirements. Base Sheet: Ply Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: -45 psf (Optional) Install one ply of All Weather /Empire, Flex- I -Glas or GlasBase base sheet directly over the tup layer of insulation. Adhere with any approved mopping asphalt at an application rate of 25 lbs. /sq. ± 15 %. If base sheet is applied directly to polyisocyanurate insulation, only a spot or strip mopped application as detailed in this approval is approved; see General Limitation #4. Two, three, four or five plies of FlintGlas or 1115 Asphalt Perforated Felt ply sheet adhered in a full mopping of approved asphalt at an application rate of 25 lbs. /sq. ± 15 %. If ply sheet is applied directly to polyisocyanurate insulation, only a spot or strip mopped application as detailed in this approval is approved; see General Limitation #4. (Optional) One ply of FlintGlas Mineral Surface cap sheet adhered in a full mopping of approved asphalt at an application rate of 25 lbs. /sq. ± 15 %. (Required if no cap sheet i : used) Install one of the following: Maximum Fire Classification: 'A'. See General Limitations # 2. Maximum Slope: 3 ":12" See General Limitation # 3. 1. A two part coating consisting of a base coat of Static Ashpalt Fibered Emukion at rate of 3 gal. /sq. or Monoform compound; surfaced with 1 gal. /sq. Sta -Kool non - fibered aluminum coating or fibered APOC No. 212.. 2. Flood coat of::pproved Type 111 asphalt with an application rate of 60 lbs. /sq.; plus 'ravel or slag at an application rate of 400 lbs./sq. or 300 lbs. /sq. resuectivly. Specification No.: AAA -2 -3, AAA -4 -3, AAA -8 -3, A- 2- Ivl -3, A- 4 -M -3, A- 6 -M -3, EMS -2 - \V, EMS -4 -W (iil Diamond, P.E 14 Product Control No.: 94- 0323.43 — '• . ,"• 4. 1 • • •1444 • . ;` •:;<1 tiarVIP1041; 4 es...* • .........4 frsaM ■t• r t • .... '...,.:., • ••••,... :.i.. ......,;.•• t•Sh). ?Tit( li . ' '4 ;op .', !t. 'f• WM qs REXKOTE 4;kkpitea..0.11•VA:icit:01.§figl.441.41! ..■10... ",•; Is • * Om. 140%,.. l'Olijd.A1 .004 ikt • . ONO A ' • '1 V,..1 .• 4 N•.1 ! ' 7 ' •"I•.s v. ;... ..114;.:•Yj 1..:441%.: ': •':: t '' g. bg,I • •• 7 '. i 6 ' • . i , t V9?4, . 4. A P 4 .,-.' ;R:41 : .m. • *Ow. ) 'N.,..,, 4. . ....... ,.. .... • , . .STATIC spkur.F BE . ATE9..,.. - ' • %4(t4.0.._41Sq."-•it'..44') 411:11,1 ei• :me gsPrr.6 ..v.tiv n'1 E4 Y • AP;:t i.T.Z. ......; ., • 4 *• 1 "'" ii.'*1,.)11/ 1 4 , ...26: , I, .411:;.a.ii .: .ii'v., tvvi'y 'itpl •,i 0,r.f, F. .; , ' .. .4 • • i'atti,G LAS BA S , 113A S ,.1 • . t , .,, i. •1•79,1 zi,; Ar .i.. h .. ; , .,,, ). • • • I N) 0 •N tiq•-- • .m'aft," .4. 1e:!iii,[100; ; ;Ift . ti ;11* • ' . 1)14.'i ,* .ei t ' I ?‘ . . ..t.l. 1 ,41191q-is if: ' ' "'1!:'.'441„fti:,.. p74 . .w.. ; k. "4 • ? ■ ■ k . ; 1 ICA. .1 • ' ' "Is , . • f . ..; ,. '1 N • SPEC. NO. EMS . • For: use;:oVer4h ^•••• . . GLASBASE base,sheet and two plieif'FLINTGLAS PLY SHEET, emulsion surfacing and reflective coating: Summary.of Materiks:. Per 100 Square Feet GLASBASE Base Sheet (.1. ply) • 2:3 los. FLINTGLAS Ply Sheet (2 plies) • . Type III Asphalt Moppings 12 @ Ibs ea]. Emulsion Surfacing TATIC FIBRATED (6 gals. Dry] ...... . REXKOTE-SPECTRA Reflective Coating (1 gal. Dry) 9 Ibs. Approximate Total Finished Weight 125 Ibs. Bard Pro. .1 or hot "Flintg- seeks and • below In 8 gal /sq 3nteously 8 gal /sq 3nteously :lard Pre• 8 gal /sq 3nteously • +rder, Premier', teral Sur. sheet. • d. irder. ?remier', ; +era! Sur. Sheet. •d.) order. Premier ", sheet. 1 glass 11. ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) — Continued Class B Deck: C.15/32 Incline: 1 Vapor Retarder: (Optional) Type G2 "Glasbase" base sheet or UL Classified vapor retarder. Insulation (Optional): -One or more layers or combination of the following: "Ultragard Pre- mier ", polylsocyanurate, perlite, glass fiber or wood fiber. Base Sheet: One layer of Type G2 "Glasbase" base sheet. Ply Sheets: One or Two layers of Type G1 "Flintglas" ply sheet. Cap Sheet: One layer of Type G3 "Flintglas Mineral Surface" cap sheet. Deck: NC Incline: 1.1/2 Vapor Retarder: (Optional) Type G2 "Glasbase" base sheet or UL Classified vapor retarder. Insulation (Optional): One or more layers or combination of the following: "Ultragard Pro. mier ", polyisocyanurate, perlite, glass fiber or wood fiber. Base Sheet: One layer of Type G2 "Glasbase" base sheet. Ply Sheets: Two layers of Type GI "Flintglas" ply sheet or Type G2 "Glasbase" base sheet. Protective Coating: Min. 3 gal /sq of "Static Asphalt Fibrated ". Deck: C.15/32 Incline: 1 Vapor Retarder: (Optional) Type G2 "Glasbase" base sheet or UL Classified vapor retarder. Insulation (Optional): One or more layers or combination of the following: "Ultragard Pre. • mier ", polyisocyanurate, perlite, glass fiber or wood fiber. Base Sheet: One layer of Type G2 "Glasbase" base sheet. Ply Sheets: Two layers of Type G 1 "Flintglas" ply sheet or Type G2 "Glasbase" base sheet. Protective Coating: Min. 9 gal /sq of "Monoform Compound" and 3 Ibs /sq of " Monoform" glass fiber reinforcement. Surfacing: Any "Reflective Top Coating" as listed above. COMBINATION HOT AND COLD SYSTEMS •Any one of the following Reflective top Coatings may be.applied• to "tlid below in the Quantities, per square listed for each coating. a,) "Sta•Kool" Aluminum non.fibered -1 gal /sq ( \ C ( c; ) C. t { , b,) "Sta•Kool "Aluminum fibered —1.1/2 gal /sq l , r 1 • c.)APOC "No. 212 Flbered Aluminum" -1.1/2 gat /sq'' — -- - -••- • ..• — t ( Class A r :n ; .1. ,,. I; 1 ' f. Deck: C ..15/32' Incline: 1 - 'All joints blocked with 2 x 4's. �.f : / - f" Base Sheet: One layer Type G2 "Glasbase" base sheet. Ply Sheet: Two layers of Type 01 "Flintglas" ply sheet. or Type G2 "Glasbase" base sheet. Protective Coating: 8 gals. per 100 sq /it. of "Static Asphalt Fibrated ". Surfacing: Any "Reflective Top Coating" as listed above. 2. Deck: C.15/32 Incline: 1 Vapor Retarder: (Optional) Type G2 "Glasbase" base sheet or UL Classified vapor retarder. Insulation (Optional): One or more .layers or combination of the following: "Ultragard Pre• mier ", polyisocyanurate, perlite. glass fiber or wood fiber. Base Sheet: One layer of Type G2.';Glasbase" base sheet. Ply Sheet: Three layers of Type G1 "Flintglas" ply sheet. Protective Coating: Min. 3 gal /sq of "Static Asphalt Fibrated ". Surfacing: Any "Reflective Top Coating" as listed above. • (Maximum slope reduced to 1/2 in. In 12 in. when non•fibered aluminum coating is utilized.) 3. Deck: NC Incline: 1.1/2 Vapor Retarder: (Optional) Type G2 "Glasbase" base sheet or UL. Classified vapor retarder. Insulation (Optional): One or more layers•or combination of the following: "Ultragard Pre• mier ", polyisocyanurate, perlite, glass fiber or wood fiber. Base Sheet: One layer of Type G2 "Glasbase" base sheet. Ply Sheet: Two layers of Type 01 "Flintlas" ply sheet. Protective Coating: Min. 3 gal /sq of "Static Asphalt Fibrated ". Surfacing: Any "Reflective Top Coating" as listed above. Deck: C•15/32 Incline: 1 Vapor Retarder: (Optional) Type G2 "Glasbase" base shoot or UL Classified vapor retarder. , insulation (Optional): One or more layers or 'combination of the following: "Ultragard Pre- mier", polyisocyanurate perlite, glass fiber or wood fiber. • Base Sheet: One layer of Type G2 "Glasbase" base sheet. Ply Sheet: Two layers of Type G 1 "Flintglas" 'ply sheet. Protective Coating: Min. of 9 gal /sq of Monoform Compound and 3 Ibs /sq of Monoform glass fiber reinforcement, Surfacing: (Optional) Any "Reflective Top Coating" as lisp d above. Class B . Deck: NC Inctino: 1 Vapor Retarder: (Optional) Type G2 "Glasbase" base sheet or UL Classified vapor retarder. Insulation (Optional): One or more 'layers or combination of the following: "Ultragard Pre- mier ", polyisocyanurate partite, glass fiber or wood fiber. Base Sheet: One layer of Type G2 "Glasbase" base sheet. Ply Sheet: Two layers of Type 01 ?Flintglas" ply sheet. Protective Coating: Mln. 3 gal /sq of "Static•Asphalt Fibrated ". Surfacing: Any "Reflective Top Coating" as listed above. MAINTENANCE AND REPAIR SYSTEMS Class A, B or C • • Deck: NC Incline: 3 Existing Roof System: Class or C covered with: Insulation: "Ultragard Premier or polyisocyanurate, nailed or secured with hot roofing as- phalt, coal tar pitch or coal tar bitumen. Base Sheet: Asphalt organic, asphalt glass fiber, coal tar felt or asphalt organic /glass fiber ply sheet combination, hot mopped. Surfacing: Gravel. Class A . Deck: C•15/32 Incline: 3/4 Existing Roof System: Class A, B or C (gravel may be removed) covered with: LOOK FOR MARK ON PRODUCT Z6 1� „ Job Address: D D$O ki E. ST Contractora,a,1 tR J Process 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: nn n, : n v n, eoakcci 404 Manufacturer of Roof System Assembly: 65 i c { : fi tip a-DJ;. frOCI Product Control Approval Number: 9q : Q. 3 . 4 /,3 System Number from Product Control Approval: Eit4 3 - s c,t) (Attach a copy of the Roof System Assembly Product Control Approval and the Manufacturer's System Guide Specification. ) 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. ) Complete the following for all Roof System Assemblies: Built -Up Applications and Modified Bitumen Systems Page -1 Job Address: logo K,E ST, Contractor ,,,Q3- j iZod�r,4 J Process No. ( 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: LooncL (Briefly describe ) Insulation: ( Type, size and method of attachment, if applicable ) Base Sheet or Ply: CY‘aS \c,.se. ( Type and method of attachment ) X to Y d:3h Oe.ns:- j g I < <s n .: b.e.r c, S 5 Ply Sheet(s): ( Type and method of attachment ) Built -Up Applications and Modified Bitumen Systems Page -2 N Job Address: Reviewed Field Test Data ?: Notes: Additional Notes: Contractor Process No. Built -Up Applications and Modified Bitumen Systems Page -11 Y N Plan Examiner Job Address: Reviewed Details ?: Notes: Contractor Process No. — FOR PLAN EXAMINER USE ONLY — 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: Y N Y N • Job Address: 10%0 _ gL gr. Contractor , L � 1 CZcc. Top Ply: (Type and method oj attachment ) Surfacing: (Type, if applicable ) Flashing Materials: (Type and method oj attachment ) 00 n t o pn, f�ST aik n Li/ s Built -Up Applications and Modified Bitumen Systems Page -10 Built -Up Applications and Modified Bitumen Systems Page -3 Process No. Job Address: 100 10 ( la ST. Contractor Qu6t -. Zzicclei Process No. r 1 T 1 inches T inches 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 ".) Top rh- Bonding Material: is"! I7 Ply Sheet(s): 1 Ay c, z -t C Bonding Material: ¶ I# c 1 r Surfacing: 1 u wr 4 y i A .. ke- ( briefly describe. ct (fapplicabk) Fastener: �/� n/ (if base shut mec tt mech. aach d) -��- Base Sheet: Ir \be Bonding g Material: 'C r c. (iibases eetbonded) I t?t<rlra W_ Fastener: 1.3 IVY (if fop insulanon layer mech. attached) Top Insulation Layer t.. ► (ii applicable ) Bonding Material: N I A (i /top i nsv /anon layer bonded ) S�hG.h Fastener: kk t t c t f \c- S - - K- ( ifinsv/ataon no,.: LS mech. attached) Insulation: /td 1 t; 41 3 O4 - t�. Bonding Material: 1J 1 A- (!f insulation bonded) � Vapor Retarder. N Pr (ifapplicable) Primer. M f (if applicable) DECK: ` Type: kA.) O®(\. Gage or Thickness: l X k0 Density, if concrete deck: Built -Up Applications and Modified Bitumen Systems Page -4 t • v 4 • . 1 Job Address: H no � .� �� St Contractor ���-� k Process No. 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 ?: Y N Basic Wind Speed at Building Location: 110 mph Building Condition based on % of Openings: GROUND LEVEL feet 9 feet BUILDING INFORMATION #1 Built -Up Applications and Modified Bitumen Systems Page -8 ► 4 Job Address: W 'O 4).6, q,2 ContractoriV, ,.L' 2 .;ni Process No. PERIMETER DETAIL #1: Parapet Wall Detail Coping Cap Gage: Fastener Spacing: _ o.c. Clip Type: Clip Gage: Deck Type: PERIMETER DETAIL #2: Flashing Detail Built -Up Applications and Modified Bitumen Systems Page -5 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 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. Job Address: `fl o 1;11/4E. Sfi. Contractor R r k y Process No. 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: 41_4, Fastener Spacing: 1 o.c. Clip Type: pi la Clip Gage: 010- Deck Type: (, DOA \f\ff 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: Oc' Deck Type: PERIMETER DETAIL #4: Gutter Detail Built -Up Applications and Modified Bitumen Systems Page -6 Job Address: Ingo .5N Contractor Q ,l: itj Process No. PERIMETER DETAIL #5: 'Other' Detail Sketch Roofing Components which make up Roof System Assembly at any 'other Perimeter Condition which may eiasit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for w ood- blocking attachment. 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 MIAMI SHORES VILLAGE, FLA. N? 7144 JOB ADDRESS 1 c g o �� C , q; )3 - INSPECTION TIME READY Cr, - ` G REMARKS : INSPECTOR DATE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby mode for the approval of the detailed statement or epic 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 tl►c Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the iluilcling 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 "h /CE Remarks. Disapproved (Signed) MIAMI SHORES VILLAGE Building Inspector Registered Architect and /or Engineer . ,:,. ,..••.1,.•,..111.... 1•••n1n,l,en..1. Name and address of licensed contractor CA /e / ?I/rY PC6F /N(, » Co t /NC - •3l_ „ Nh/ 71 , », 7: ftYMpi/ », _» Location and legal description of lot to be built on: Lot Block Subdivision q Street and Number where work is to be done /G n � _.. 1. _ST _.._ .....__..r..■•• .....•••• — State work to be done and purpose of building (by floors R._.- — .S C/ZA /IdcF '" No /ac _. Street._.NE 9a ST- -1 594 T 1 and for no other purpose. New Building Remodeling Addition Repairs No. of Stories / _ To be constructed of Kind of foundation Roof Covering Ce ,FL Estimated Total cost of improvements S /1 gd' O6 Amount of Permit $ /• <' GO 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 \Vorkmen'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 subcontractors 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 ,d this pcnnit, as are licensed by Miami Shores Village. 1 (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss' Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments. personally ap- peared 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.. „...a.1. Date � .a.(. { ... „._._ Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commiuion Expires PLANNING BOARD DATE Ch►airnan Member _....__.._ Member — Member _ Me mber .. .. 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 Pl.rnnir,,. Board. A re- inspection fce of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials anti /or workmanship. BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building MIAMI SHORES VILLAGE, FLORIDA ❑ DATE 19 ❑ ,PERMIT N9 6 510 Contractor's — License No. ❑ Work to be performed under this Permi Architect Contractor or Builder Legal Lot Description Address of - Value of II Amount of • Building i ' - . Project $ II 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. Signed. - INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordina 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 as cepting this permit I assume responsibility for ell work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER f B1 Subdi- vision BY AUTHORITY ABBOT '- 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. Owner's Name and Address.. F H Kali de r s MIAMI SHORES VILLAGE Date 6./3/65 ,19 10.80 No. _- _. - -E Street 92nd.- .Ntree.t Registered Architect and /or Engineer Name and address of licensed contractor Ideal_ -Roof) ng--- �c_._S�1ee t__- ie al_.- 1i`ks - -- Inc ...- . 2 . 6 1 . - - ...73rd St Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 1080 N E 92nd Street State work to be done and purpose of building (by floors) &. Remove old roof tin cap one 30 # . felt hot hop one 90# slate anzigja _tjle ona--- -30;y felt- --- t- wo - - -1-5 f'e- -l-t -s- - awl--- gr-av -e-1 -on- -- flat --- ,s -e- ctia,n and for no other purpose. New Building Remodeling Addition Repairs ,)( No. of Stories 1 To be constructed of Kind of foundation Roof Covering X Estimated Total cost of improvements $ 1100.00 Zone cubage required 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 Remarks (Signed)`^ Amount of Permit $ 6.00 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, Pennanent Sup )Iement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employe um in the work to be performed under this permit; and will post or cause to be posted . ection on the site of t or such public note or notices as are required by the Act. The undersigned agrees to employ only such subcon a• •rs, on wor - : performed under permit, as are licensed by Miami Shores Village. PLANNING BOARD DATE 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 5 ! 0 Date -3- (c Read, Sworn to and Subscribed before me. Disapproved Date (Signed) Notary Public, State of Florida Building Inspector My Commission Expires 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. B G ELECTRICAL ❑ PERMIT N° 10860 PLUMBING Owner of Building 1 1 CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA Work to be performed under this Permit Sol A rah; +c. -+ Contractor , or Builder C ` d� Legal Lot / Bl. Description Address of Value of Amt. of * +=, '` Building 1" - Project $ Permit $ ! f (G • i Q '� "*.,."i..r This permit is granted to the contractor or builder named above to construct the building or to install the equipment or deli described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed ir� with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Pe it 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. � • f NSPE�R In consideration of the issuance to me of this permit I agree toyperform the work covered hereunder in compliance with all ordinann pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miam In accepting this permit I assume responsibility for all work done Jsy either, myself, my agent, servant or employee-" - ✓r d o- - 1 ;;'" Signed: ubdi- vision BY 1 95 Contractor's License No • 1I 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. Date__ Owner's Name and Address No. Registered Architect and /or Erittneer 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 State work to bb done and purpose of building (by floors) STATE OF FLORIDA, COUNTY OF DADE. ss. Permit No Date Disapproved Date 1 Signed) 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 3r notices as are required by the Act. The undersigned agrees to employ only such sub etor$, oh work to be performed under this permit, as are licensed by Miami Shores Village. 7 L // :Remarks (Signed) __ ;7 Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared ind 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. Read, Sworn to and Subscribed before me. Notary Public, State of Florida , 9 to me well known, 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 inaterials and /or workmanship.