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1298 NE 97 St (2)BUILDING Tenant/Lessee Name $ Value of Work For this Permit 4 / 3, 5 D Type of Work: Describe Work: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT APPLICA O FBC 2001 FEB 1 Permit Type (circle): Building �E ectxieal�""'I'lumbing Owner's Name (Fee Simple Titleholder) / /`I . ‘-`4 7 z / � e w/uS Owner's Address iZ q N q '7 St' City i� IfJ s/ 0/- S State /7 Job Address (where the work is being done) / '77F �� . p s' City Miami Shores Village County Miami -Dade Zip 3j / 3 Is Building Historically Designated YES NO Zip Phone # ❑Addition ❑Alteration ❑New / O/ice F ef 5i7nJ 77(, Gl�b7�l ( 7 Ce geGa / 2 7Z,-r; Master Permit No. Permit No. Mechanical (Roofing Phone # 3',S - !'S8 �P33 Contractor's Company Name /6/ S C 6c D f )47?-4 " ) Phone # 045 — ... 55 3 ¢ $ Contractor's Address /0 Z Z / 5 (..J 6 ► >% City /1/ 1 / State F C Zip , 3 3/6 5 • Qualifier 7 J JEL e 2 L. .: rC Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: - 2 8 2 S I Repair/Replace ❑ Demolition _) (77 / (o,e, . Submittal Fee $ SO -CV Permit Fee $ D� / � CCF $ �� CO /CC Notary $ ` Training/Education Fee $ a,60 — i 6(/ Technology Fee $ 5, 13 Scanning $ I" Radon $ Zoning ---- Bond $ ' Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature k Owner or Agent The foregoing instrument was acknowledged before me this Z8 day of 20 0 � , by �rstirnrs cc S &A , who is personally known to me or who has produced As identification and who did take an oath. APPLICATION APPROVED BY: Chc 12/15/03 2 8 JAN 1004 Signa The foregoing instrument was acknowled , • d before me this a day of ,20 0f, by . ii,, who is personally known to me or who has produced ✓as identification and who did take an oath. NOTARY PUBLIC: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ******************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FEB 101004 Plans Examiner Engineer Zoning 04 Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 - Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or if Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofin • , is • - - ti • Re- Roofing Only) 7. Any Required Roof Testing /Cal 4 I" i tation ■ Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHMENTS REQUIRED: 123_01-48 5/03 PAGE 1 - I� Florida Building Code Edition 2002 High Velocity Hunk:ane Zone Uniform Permit Application Form. Master Permit No. Contractor's Name Job Address / 2 > J /" . 7 9 ❑ Low Slope ❑ Asphaltic Shingles Section A (General Information) ROOF CATEGORY Process No. grMo ❑ Mechanically Fastened Tile ❑ Metal PaneUShingles ❑ Wood Shin = s Are there ❑ Prescriptive BUR - RAS 150 Gas Vent Stac s? Yes ❑ No ROOF TYPE Type: Natural ❑ PGX ❑ ❑ New Roof "Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) o Z. Zr 2 ,� 2S Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. ■ ■■ ■/E ECE■ ■■■■ ■; C ; ;EE ;. ■E■■■■■■■■ ■E ■ ; ■/ ■ E ; 'EEEE ■ E■■■ ■ ■ r■■ ■■ ■ ■■ ■ ■ ■ C ■■ ■■■■■■■■■ ■ Elm ■■ ■ ■ ■ ■ ■ ■ ° : ' ' CCCCCEEC . CE CCECCE EEEC ■• • ■ 'C' '' C,• • ■ ;;C� 111141111.1p ECCEEEEEC10EEE C ■CC / ■Ci ■1 illg 011 C:Cggi �: �;CC:C si.•' CCCC ■/■ ■/r ■ ■CCC CC ■E CrC ■r C r1 1 � r /■/ CCC ■ CC'•!• ■C ■/CC ■■C■ ■ C■■■■■■E ■E■/ t , w CC ■�i,■ /■E C ■■ /CCECC ■■ C ' Cu iv a r CC C■ ■■ ■// ■■■.. 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C .0 C ' Ei rE ■ ■■ NI E E■ 411111111111191Vg C E ' 4, � ` , E CE Els1E ■111:11 : q I'iuu■■ . 1 1 1111 C •UU • C CCECC " C.C'i " � r �C iC .E C' C 01011111111111 1/ .. CCC r •s�r1_■^C11i11111 All ■l it ■ r ■■ E ■ E 1111 ; Cc;; ■ a EI E iqa �Q i i .GQ E rCii' milli ILE h CC:mali ■Ct■RC:CC■GG■■l & le ;mrlili■E/ CC ■r 123_01-48 5/03 PAGE 2 • A Roof System Manufacturer: bdu(f2 4 7? � /"/ Notice of Acceptance Number: 02 -- / 2c oS Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 6 - 7 ° P2: 24 /1 P3: 24 1 ,1 2 Maximum Design Pressure fG 6 (From the NOA Specific System): Method of tile attachment: /M4 e 5 1 etA 7- Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. 1 Section D (Steep Sloped Roof System) Roof Slope: 3 : 12 Deck Type: nsulation. Ridge Ventilation? / ) 1 441- Steep Sloped Roof System Description fr 4/c,../a-7—of ype Underl dnt: -3a , /¢Si, -I 7772e sr Fire Barrier: 6 Mean Roof Height: / 2- k (•-4/4 astener Type & Spacing: dhesive Type: GA--x. i " 7S . Gz Pay ,O,t7 / 4-//- /6 / f r� rt /ft44' C `e 1 4).#, 1 oof Cove ring: ype Cap Sheet: Type & Size Drip dge: 6/e/4-4tLPG 3 «> 3'; 26 aft-. G.. /t//7(61 „ c 123_01-48 5/03 PAGE 4 Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 9 Job Site Aerodynamic Multiplier x NOA Restoring Moment due to Gravity M NOA Attachment Resistance Mr NOA Required Moment Resistance Mt Calculated My inimom Attachment Resistance F NOA Requited Uplift Resistance F, Calculated Average Tile Weight W NOA Tile Dimensions 1= length w= width NOA All calculations must be submitted to the Building Official at the time of permit application. M Required Moment Resistance* Mean Roof Height 15' 20' 25' 30' 40' - Roof Slope 2:2 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34A 38.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24A 25.9 27.1 28.2 30.0 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculatlonsl For Moment based the systems, choose either Method 1 or 2. Compared the values for M the values from M r If the Mr values are greater than or equal to the Mr values, for each area of the root, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (Pir4/.S^ 1 X. 2 a 7 . /3.03 - Mg: 6' -3 <' = M 6- 7 0 NOA Mr ___ (P2: -g 1 -afr9 ' 27.VP) -Mg: 6 -3 =M �/• /8 NOA 1►7r (P3:- ?■• / x) • -f 7 4P) - M 6. = lyt NOA M1 / Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA Mr *Must be used in conjunction with a list of moment based tile systems endorsed by the 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 If 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" (P : 11: = 1 w: = ) - W: z cos B: = F NOA (P 11: = 1 w:= ) -W: 1 cos 9: = F NOA (P : 1 l: = 1 w: _ ) - W: 1 cos 9: = F NOA F' 123_01 -48 5/03 PAGE 5 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. x r, . Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 1/)2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring u nits (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. /WA> 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not / overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. Q[Z44/5 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Own'er's/Agent's Signature Date CAD OCU31 E— ikmOLOCALS- WremOSECT1O71 ontractor's Signature 04/21/03 MON 11:54 FA% 954'578 1042 MIAMI•DADE POLYFOAM PRODUCTS. INC. PRODUCT CONTROL NOTICE OF ACCEPTANCE 1'olyfo;Im Products, Inc 2400 Spring- Stucbncr Road Spring ,TX 77383 -1132 MIAMI -DADE COUNTY,. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING I-10 WEST FLAGLER STREET. SUITE 1603 MIAMI, moiti )A 33130 -1563 (305) 375 -2901 FAX (305) 375 - 2908 CONTRACTOR LICENSING SEC (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORC \IF,Nr DIVISION (305) 375 -2966 I?AX (305) 375 -2908 PRODUCI' CONTROL DIVISION (305) 375.2902 FAX (305) 372-6339 Your application for Notice of Acceptance (NOA) of: Two Component Polyurethcnc Foam Adhesive under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the MiamD County Building Code Compliance Office (BCCO), under the conditions specified herein. ade This 1'4OA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify,•or suspend the use of such product or material immediately. IBCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails. to meet the requirements of the South Florida Code. o rlda The expense of such testing will be incurred by the manufacturer. ACCEPTANCT'NO.: 01- 0521.02 EXPIRES: 05 /10/2006 Raul Rodriguez • Chief Product Control Division THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 6/14/2001 IIs0 .1500011pe20001kernpnacnslnodee accepnnee cover paEe.Eoc Intcr,ict (Hail 7 1ddress: nostmA . i1Cr/n7h��il�linn�n.1 .... 1: .- _.._ AIL Francisco J. Quintana. R.A. Director Miami -Dade County Building Code Compliance Office • w002 r 04/21/03 MON 11:54 FAX 954 578 1042 • 1 Polyfoam Products, Inc. ROOFING ASSEMBLY APPROVAL , co: Roofing Soh - Cate o RoofTilc Adhesive Materials: 6 2. PRODUCT DESCRIPTION Manufactured by A lic:�at Polypro® A1 Foam prat* RTFI000 N/A ProPack ®30 & 100 N/A Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Polyurethane Dimensions N/A ASTM 0 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 POLYFOAM PRODUCTS, INC. I. SCOPE This approves Polypro® AI-1160 as manufactured by Polyfoam Products, Inc. as. . described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Rooting Application Standard RAS 127, for use with approved flat, low and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double party systems Tes S cciiieations PA 101 ACCEPTANCE No.: 01- 0521.02 Approval Date: .lune 1 4 2001 Expiration Dale: Maw 10,2006 Results 1.6 IbsjR.' .I8 PSI to risc 12 PSI:Perpendicular to rise 28• PS1 . Parallel to risc 0.08 Lbs.fFt .3.1 Pcrin / Inch +0.07% Volume Change a 400 F.. 2 weeks +6.0% Volume Chan a (7t Humidity. 2 weeks • Product Descri lion Two component polyurethane Dispensing Equipment Dispensing Equipment 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Assembly having a current NOA which list uplift resistance values with the use of Polypro AFI 1 roof tile adhesive. 2.2 Typical Physical Properties: Pro a Test ASTM D 1622 ASTM D 1621 Fronk Zuloaga, RR.0 Product Control Examiner Ij003 04/21403 MON 11:55 FAX 954 578 1042 POLYFOAM PRODUCTS,INC. Polyfoam Products, Inc. ACCEPTANCE No. : 01- 0521.02 Note: The physical properties listed above are presented its typical average values ns determined by accepted AS ['1 test methods and are subject to norntnl manufacturing variation. 3. LIMITATIONS 3 .1 6 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 3.2 Polypro® A1.1160 shall solely be used•with flat, low, & high tile profiles. 3.3 Minimum underlayments shall be in compliance with the Rooting Application Standard RAS 120. . 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® A.1-1160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101, 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH160 roof tilt adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. -w F' = 4. INSTALLATION 4.1 Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AHI60. 4.2 Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® A1-1160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Rooting Application Standards RAS 127. The adhesive attachment data is noted in the roof tilt assembly NOA 4.3 Polypro® AI roof tile adhesive and its components shall be installed in accordance with Rooting Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Enc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "13" component shall be maintained between 1.0 -1.15 (A) : 1,0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settin shall be approved. Ss 4.6 Polypro® AH160 shall be applied with foampro RTF 1 000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® AI.1160 shall not be exposed, permanently to with . 3 MS Flank Zuloaga, RRC Product Control Examiner 0 004 04/21/03 NON 11:55 FAX 954 578 1042 P olvfoam Products, Inc. POLYFOAM PRODUCTS, INC. L • • • • • ACCEPTANCE No.: 01- 0521.02 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH 160 has bcen 4.9 Polypro® AH 160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Flat. Low Hi , h Profiles 17 /side on cap and 34 /. 24 Table 1: Adhesive Placement For Eflch Generic Tile Profile TilcProfle Plnccotce►t Single: Paddy Weight Two Detail Min. (grams) oc � High Profile (2 Piece Barrel) Flat, Low, Hi Profiles Flat, Low, Hi h Profiles 5. LABELING All Polypro® AH 160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building properly evaluate the installation of this system. Code in order to frank Zuloaga, RRC Product Control Examiner 1 005 04/21/03 MON 11:56 FAX 954 578 1042 POLYFOAM PRODUCTS, INC. • . •. •. Polvfoam Products, Inc. Nall through plastic cement sc 3m. T3In. Single paddy on undet• layment Paddy (boNroon (11o) Paddy (undor tile) Single paddy on top al tile Sink paddy undor We Eire course 1 in. X 7 in. Tedium size paddy erre Fascia course only ' ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Na I through plastic cement Eave COOrie Nail through plastic cement Underf aymem Single paddy on under- layment Single paddy on (op of tile Eave • Course Single paddy between tile Eve Closure 7 ACCEPTANCE No. : 01 Prank Zuloaga, RKC Product Control Examiner igloos Single paddy under (119 Single paddy between the 2 In. i 7 in. mediun atm paddy save course only Fascli Weephole Eave closure Drip edge 04/21/03 MON 11:58 FAX 954 578 1042 7 Po! foam Products inc. 6 POLYFOAM PRODUCTS. INC. ADHESIVE PLACEMENT DETAIL 2 SINGLE P4 ACCEPTANCE No.: 01- 0521.02 FrannkLuloada, RRC Product Control L' lQ 007 04/21/03 MON 11:55 FAX 854 578 1042 POLYFOAM PRODUCTS, INC. Polvfoam Products inc. 5 ACCEPTANCE No.: 0101 -0.02 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY I/ Plato enough adhesive to achieve 11 la 23 egwr• tichot In conga with the pan III. >a Turn coven o lke To 1 k From oulska Plies wholly* IQ In Then mull the u. al corer Ilk Remo. . b9 Darden 'tome cover Uk Aka m second cows. of Din Ii.a. Enron un end of Dan end sow Oka an Aush ar eau fIn Eon claim Imartar rha.nl Frank Zuloaga, RRC Product Control Examiner 16 006 04/21(03 MON 11:56 FAX 954 578 1042 Po!foam Products, inc. POLYFOAM PRODUCTS, INC. ACCEPTANCE No.: 01- 0521.02 1. Renewal of this Acccptancc (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, arc no older than eight (K) years. • 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ". or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or proccss shall automatically be causc .for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fcc) and granted by this office. 5. Any of the following shall also bc grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall bc provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall bc causc for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 through 8. END OF THIS ACCEPTANCE Frank Zuloaga, RItC Product Control Examiner 1009 MIAMIOADE BUILDING CODE COMPLIANCE OFFICE (I3CCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 135 NW 20 Street Boca Raton, FL 33431 SCOPE: This NOA is being issued under the applicable rules and regulations governing thc usc of construction materials. The documentation submitted has been reviewed by Miami -Dade County Produce Control Division and accepted by thc Board of R and Appeals (BORA) to be used to Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AI -11). This NOA shall not bc valid after the expiration date stated below. Thc Miami -Dade County Product Control Division (In Miami Dadc County) and/or the AHJ (In areas other than Miami Dadc Counry) reserve :he nght to have this product or material tested for quality assurance purposes. If this product or matcnal fails :o perform in the accepted manner, the manufacturer will Incur the expense of such testing and the At may immediately revoke, modify, or suspend the use of such product or matcnal within ;heir Jurisdiction BORA reserves the ngh• i0 rc'-o:c this acceptance, li It is delcrmincd by Miami -Dade County Product ^onlrol 1, ..sion ii ?i ii.ls produ:; material falls to meet thc requirements of the applicable building codc This product is approved as described hcrcln_ and has bccn designed to comply %vith the high Velocity I fun Zone of the Florida Building Codc. DESCRIPTION: Villa, Roll, and Capri Concrete Roof Tile LABELItNG: Each unit shall bear a permanent label with thc manufacturer's name or logo. city. state and following statement: "Miami -Dade County Product Control Approved ", unless othcrv. isc noted hcrcln. RENEWAL of this NOA shall bc considered after a renewal application has bccn filed and there has bccn no change in thc applicable building codc negatively affecting the performance of this product. TERMINATIOtN of this NOA will occur after the expiration date or if there has been a revision or changc in :he. materials, usc, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposcs shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County. Florida, and followed by the expiration date may bc displayed in advertising literature. fluty portion of the NOA is displayed, then it shall be done in its entirety INSt ECTION: Ampy of this entire NOA shall be provided to thc;user.by, the_manufacturcr or -its :distrib_utors and s hall be av,:ailatile at the job site at the re uest of tlic$at din OtTictal ctt � 1`I IA r1 -DADE COUNTY, FLORIDA ML- I RO -DADE FLAGLER BUILDING 1 -10 WEST FLAGLER STREET. SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2905 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Material: i.ifctile LLC ` -:;la & Roll Momcr Lifcitilc LLC Capri Trlc Trim Picccs 2.1 SUBMITTED EVIDENCE: Test Aoencv Redland Technologies Rcdlarid :Technologies Low Profilc Roofing Tiles Concrete 1. SCOPE This renews a system using Monicr Lifetilc Villa, Roll, and Capri Concrctc Roof Tilc, as manufactured Monier Lifetilc LLC and described in Scction 2 of this Noticc of Acceptance. For locations where thc pressurc requirements, as determined by applicable Building Codc does not exceed thc design pressurc values obtained by calculations in compliance with RAS 127 using thc values listed in section 4 herein. The attachment calculations shall be done as a moment based systcm. 2. PRODUCI DESCRIPTION Ma nufactured by Tcst I'roduc applicant Dimensions Specifications Descrg,tinn = , w = 13 /" thick L = 17•• u'= 12 ,4.. 1/2 thick I = varies w = varies varying thickness Test Identifier PA 112 PA 112 PA 112 Low profile, :.,.Crl •..gii pressurc cxuuded concrete roof tilt equipped with onc nail hole and double roll ::DS For drrcct deck or battened nail -on, mon:r o; adhesive sct applications. Low profile, interlock n , z. high pressurc extruded concrete roof tile equipped with onc nail hole and double roll ribs. For direct deck or battened nail -on. mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufacturcd for each the profile. Test Name/Report Date 7161-03 Static Uplift Testing Dec. 1991 Appendix III PA 102 & PA.102(A) 716 1 -03 .:. : Wtttd�l iuicich estirtg Dec Y199 P• Appctidt.,II - PA10$ Iai1 =0n) � 's � 7.,:, t .ifr 34,„.. i-w !'"�.ii + r j..� .. Tcsttngof , • "; +.. - ...3': '. r ' � • `fi Y- _ y a st : j •. r • EK pry i �+ ] j -tti" •3 • . ..: 7 : r. 1 R 4 < y :. 1 4t � i 0 . � � � : , t Test Aacncv Redland Tcchnologics Redland Technologies Professional Scrvicc Industries, Inc. Thc Ccntcr for Applicd Engineering, Inc. Thc Ccntcr for Applicd Enginecnng, Inc. Thc Ccntcr for Applicd Enginecnng, Inc. Inc Ccnicr for Applicd Enginecnng, Inc The Center for Applied Engir Inc rnc Ccntcr for Applied Enginecnng. Inc. Thc Ccntcr for Applied Enginecnng, Inc. Cclotcx Corporation Tcsting Services Walker Enginecnng, Inc. Walkcr Engineering, Inc. Walker Enginecnng, Inc. Tcst identifier Tcst NamcJReport P0631 -01 Lcucr Datcd Aug. 1, 1994 224 -47099 25- 709 -1 25- 7094 -7 25- 7094 - Ploicct No 307025 i cst ;'MDC -760 257183 -1 25- 7183 -2 25- 7214 -2 25- 721 -6 528454 -2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Walkcr Engineering, Inc. Evaluation Calculations Walkcr Engineering, inc. • Evaluation Calculations 25 -7496 25 -75S 25- 7804b -8 25- 7804.4 & 5 25 -7 25- 7848 -6 -4i:CrOdynatilic Multipliers Wind Tunncl Tcsting PA 108 (Mortar Sct) Wind Tunncl Tcsting PA 108 (Nail -On) Physical Properties PA 112 Static Uplift Tcsting PA 102 (4" Hcadlap, Nails, Dircct Dcck, New Construction)0 Static Uplift Testing PA 102 (4" Hcadlap, Nails, Battens) Static Uplift Tcsting PA 102 (4" Hcadlap, Nails, Dircct Dcck. Rccovcr/Rcroof) Wind Dnvcn Rain PA 100 Static Uplift Tcsting PA 102 (2 Quik-Drivc Scrc\vs. Dcck) Static Uplift Tcsting PA 102 (2 Quik-Drivc Screws. rittcns) Static Uplift Testin PA 102 (1 Quik-Drivc Screw, Dircct Dcck) (1 Quik-Drivc Screw, Battens) Static Uplift Tcsting PA 101 Aerodynamic Multiplier 25-7183 25-709 Date July 1994 Aug. 1994 Scpt. 1994 Oct. 1994 Oct. 1994 Oct 1994 Oct 199= i cb 199) [cb 19 March. 1995 Scp. 1998 Dcc. 1996 March 1999 March 1995 February 1996 Table 3: Restoring Moments due to Gravity 5 ":12" - M (ft-lbf) 6 ":12 7 or greater Tile Profile 3 ":12" 4 Monier Lifetile Villa, Roll. and Ca • ri Tile Battens Direct Deck Battens . Direct Deck Battens Direct Deck Battens Direct Deck- Battens • Direct Deck 5.57..: ‘630,. 6.1$. :5.37 ,. 6:05 5.24 5.90 ` .5:09: .5:73 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (lbf) Length -I (ft) Width -w (ft) Monier Lifetile Villa and Roll Tile 9.1 1.33 1.08 Monier Lifetile Capri Tile 9.51 1.42 1.03 _ Table 2: Aerodynamic Multipliers - 1 ft') 1 (ft Direct Deck Application 0.289 Tile Profile 1 (ft Batten Application 0.267 Monier Lifetile VIIia. Ron and Capri Tile 3. LIMITATIONS 3.1 Firc classification is not part of this acceptance. 3.2 For mortar or adhesive sct tilt applications. a static field uplift tcst shall bc performed in accordancc with RAS 106. 3.3 Applicant shall rctain thc services of a Miami -Dade County Certified Laboratory to perform quarterly tcst in accordance with TAS 112. appendix 'A'. Such testing shall bc submitted to thc Building Code Compliancc Officc for review. 3.4 Minimum undcrlayrnent shall bc in compliance with thc applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlaymcnt applications may bc installed perpendicular to thc roof slope unless stated otherwise by the underlaymcnt material manufacturers publishcd literature. 3.6 This acceptance is for wood dcck applications. Minimum dcck requirements shall bc rr, compliance with applicable building code. IlN'STALLATION 4 I Monier Lifetile Villa, Roll. and Capri Concrete Roof Tile and its components shall be installed in strict compliany:c with Roofing Application Standard RAS 118, RAS 119. and RAS 120. a 2 Data For Attachment Calculations Table 5: Attachment Resistance Expressed as a Moment M, (ft-Ibf) for Two Patty Adhesive Set Systems The Profile Tile Application Minimum Attachment Resistance Monier Lifetile villa. Roli, and Capri Tile Adhesive 26.1' 2 See manufactures com.•nent a..roval for installation re.uirements 3 Flexible Products Company TileBond Average weight per patty 11.4 o2ms. Polyfoam Product. Inc. Averaoe weioht ner natty R nrmm< Monier..Lifelle Villa. Roll, Polyfoam:PolyPror" and Ca•ri_Tde: Pot oam. :pot •. ro 7 !,'! 4 _ 1 ar0d . . Paddyytace +nentof54gramsofPotyProM 5 . ' fe fusm;. tacement of 24. rams of Pot ;ro' i4-4 `'`f - _ � •,=•�3_"'� k tits "���' Table 4: Attachment Resistance Expressed as a Moment - M (ft -(bf) for Nail -On Systems Tile Profile Monier Lifetile Villa, Roll, and Capri Tile Fastener Type 2 -10d Ring Shank Nails 1 - 10d Smooth or Screw Shank Nail 2 -10d Smooth or Screw Shank Nails 1 #8 Screw 2 #8 Screw 1 - 10d Smooth or Screw Shank Nail (Field Clip) 1 -10d Smooth or Screw Shank Nal (Eave Clip) 2 -1Od Smooth or Screw Shank Nails (Field Clip) 2 -10d Smooth or Screw Shank Nails (Eave CV) Direct Deck (min 15132" plywood) 27.8 8.8 16.4 25.8 47.1 24.3 19.0 35.5 Direct Deck (min. 19/32" plywood) 37.4 11.8 21.9 25.8 47.1 24 3 190 35 3 31 9 I 31 9 Battens 28.8 4.1 7.1 22.9 49.1 24.2 22. 34.8 32.2 12 -10d Roo Shank Nails' f 43.0 j 67.5 InsIallahon kith a < - Ile headlap ano Easterners are located a min. of 27 : 'rom head of file. 50 9 Table 5A: Attachment Resistance Expressed as a Moment - M, (ft-Ibf) for Single Patty Adhesive Set Systems Tile Tile Application Profile Minimum Attachment Resistance 86.61' 45.5 .. . • Table 53: Attachment Resistance Expressed as a Moment - M,(ft -Ibf) for Mortar Set Systems Tile Profile Monier Lifetile Villa. Roll. and Capri Tile Tile Application Mortar Se( Attachment Resistance 20.60 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved' 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by coptcs of the following 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the instailauon of this system PROFILE DR.A\V1 CS MONIER LIFETILE VILLA CONCRETE ROOF TILE • ��• `� 2= ` �'. * { �? fr -,. F. _ - YI_ ;rte+ ! • �s ^ tze. �r r n7 MO, \'IER LIFETILE ROLL CONCRETE ROOF TILE Miami Shores Village 10050 NE 2nd Avenue Printed: 2/11/2004 Applicant: ANTONIE Owner: DOWNS JOB ADDRESS: 1298 NE 97 Contractor MIS CORPORATION Local Phone: 305 - 553 - 9476 Parcel # 1132050090550 Signed: Building Permit Phone: 305 - 795 -2204 Permit Number: BP2004 -171 DOWNS ANTONIE ST Contractor's Address: 2428 N. W. 28 St. Page 1 of 1 Legal Description: EARLETON SHORES PB 43 -80 LOT 12 BLK 4 LOT SIZE 75.000 X 109 Fees: Description Amount FEE2004 -1408 Building Fee $325.00 FEE2004 -1410 CCF $8.40 FEE2004 -1411 Training and Education Fee $2.80 FEE2004 -1412 Technology Fee $8.13 FEE2004 -1413 Scanning Fee $9.00 Total Fees: $353.33 Total Fees: $3 Total Recei 3.33 n n - �'` ^ 1 3 03,33 ...... j./. Permit Status: APPROVED Permit Expiration: 8/8/2004 Construction Value: $13,500.00 Work: RE -ROOF COLOR THRU MONIER TILE (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. C v_ -09 FEB 1 8 PAID Signed: (Contractor or Builder) BY: MIAMI SHORES VILLAGE ca/ BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 6P,200(4- 1 l igy p Permit No. n Name 3'ow! t Address ip-q Type Insp'n Compan k S Phone # Inspection Date 0 Correction ❑ Re- Insp'n Fee ❑ MIAMI SHE RES•VILLAGE <6\ BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Dat - Phone # "CtS " Inspection Date Approved Correction Re- Insp'n Fee Type Insp' Permit No P O { ^ 1 7 ) Name Address . ` Cr Company ��t- MIAMI SHORES•VILLAGE 7 (. BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp'n C CA p Permit No. l7P 1 -1`I11 Inspection Date Approved Correction Re- Insp'n Fee Name Down& n Address (a`'V) �V e. `� 1 s 1 L Compan Iii c5 Phone # �^ f c /fll�f q L 4 � �e -Li C•I•V•I•L Project: Dear Sirs; LG ENGINEERING SERVICES, INC. Consulting Engineers 2020 Northwest 7th Street Miami, Florida 33125 E•N•G•I•N•E•E•R Tel: (305) 649 -6454 1 Fax: (305) 541 -3298 M1. S. Corporation 10221 Southwest 16 Street. Miami, Florida TILE UPLIFT TEST • Residential Home 1298 Northeast 97 Street Miami, Florida Information. provided by client: Permit Number: Not Available Date Completion: March 13, 2004 Roofing Contractor: M.1.S.Corporation LG Engineering Services, Inc. Project Number: LG04 -0707 (Testing Laboratory Certificate #00- 0224.07) March 18, 2004 In accordance with your request and authorization, a representative ofLG Engineering Services, Inc. completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the. roof is less than 30 feet above ground surface. The type of tile used for this project was reported to be Capri Roof Tile. This tile was reported to have been foamed in place. At the time of this testing, one test for every corner, one test for every 100 square feet of roof tile in the perimeter area and one test for every 200 square feet of roof tile in the field area were tested. Initially the entire area of the roof was examine for loose tile. More than 10% of the roof tile located in the field area and more than 20% of the roof tile at the roof perimeter and corner were physically examined. Based on:otir test results; we coiiclude.that.the installation of.the.'roof tile'at the . abdve referenced project inaeels the test zequirernent.outlined. in the above mentioned protocol. . At.t:aclicci'please find acopy.of our test report:for your review. / LG Engineering Services, Inc. appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; LG Engineering Services, inc. amad Sonny Salleh,- -P.E; Project Manager TILE UPLIFT TEST Residential Home 1298 Northeast 97 Street Miami, Florida Test Number Test Load (lbf) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass 4 Report of TILE UPLIFT TEST for Residential Home 1298 Northeast 97 Street Miami , Florida Project Number: LG04 -0707 LG Engineering Services, Inc. — Tile Uplift Test Result -- Project Number: LG04 -0707, Page I Test Number. Test Load (lbf) Test Status 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass LG Engineering Serrices, Inc. -- Tile Uplift Test Result -- Project Number: LG04 - 0707, Page 2 Test Number Test Load (lbf) Test Status 55 35 Pass J6 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass LG Engineering Services, Inc. — Tile Uplift Test Result -- Project Number: LG04 -0707, Page 3 • MIAMI SHORES 'VILLAGE S BUILDING DEPARTMENT 305- 795 -2204 `/U BuildingJnspection Request Date 3 Type Insp'n Permit No. 'Leak t Name Address 12x6 ME ` � , J✓ tR / /� Company +415 COV Phone # Inspection Date 3) FI Approved Correction ❑ Re- Insp'n Fee ❑ • BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building "--- Architect Contractor or Builder Legal Description MIAMI SHORES VILLAGE, FLORIDA PERMIT N? 3884 Lot B1 DATE Contractor's License No. Work to be performed under this Permit . .A ' _ /l Subdi- vision Address of / f 7 f Value of �, (-70 _ I Amount of j " , Building • ! Project $ ' �� 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, specificayiotls and that he assumes respon- sibility for work done by his agents, servants or employees. x f' r ` ' ' r { Signed INSPECTOR r In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ldinances 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 a cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. A -1 1 :0----e l CONTRACTOR OR BUILDER �Y AUTHORITY 19 -• State # Q S O g �p Notary as o My Commission Expires: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date S % " -0 1 Job Address 3 6 E L ?V Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant C Z 0 'hJ I f S Owner's Address ? IV C: ( / .r� 1 Contracting Co. /3C9 6 6 ' S /l Q D O R t )'V Q Address Qualifier g O A A Y � i b ' i/ r/ ( ti ss# Phone / 3.? Municipal # Competency # Q j? lO Ins. Co Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROO G PAVING FENCE SIGN � WORK DESCRIPTION �Q r ,'Q J 1' '� 1 / V V -A T ra&g o J' I,sL Square Ft. / 0 0 Estimated Cost (value) 0 O a , WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY OF 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 Iprisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS AFKIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work ed. qffloxertef affaThr NINA M. MCLEOD MY COMMISSION # DD )42 EXp(RF$ 4, 5 Date Notary as to"=? My Commission Expires: FEES: PERMIT O RADON C.C.F. t 60 NOTARY to BOND r , APPROVED: TOTAL DUE 60 Zoning Building Mechanical Plumbing Structural Engineer Phone Master Permit # 9q/ q Electrical 41412,:, • Contractor's Name: Pbo ' S A N 00 (1, i } ROOF CATEGORY fJ' Lo Slo p` Application) applic ❑ (Nail -On Tile) � " J (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles F.: Shakes) 1 (Other) • ROOF TYPE ❑ New Roof ❑ Re- roofing: ❑ Recovering ❑ Maintenance Flat Roof Area (ft') AgiV Sloped Roof Area (ft) 1 © Total (ft) 2 0 8 Master Permit No Exposure category (per ASCE 7 -SS): C' Building Classification category (per ASCE 7 -SS table 1) 'Ft. v Ft. v Deck type: ATTACHMENT Fastener Type: SPACING Field: Perimeter: Corner: DETAIL 1 & 2 Appendix : "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) Job Address: Page -1 0 TV ortar- dhesive Set Tile) ei Lk TT' I+tEAN HEIGHT Deck t; pe:1 /X !O /Ala 0 1: ROOF SLOP[ D E T A I L 3 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION �t PROCESS No. /Underlay-mew:I TI S r Insulation: n-/1 SLOPED SYSTEM DESCRIPTION Fastener type & spacin; Cap Sheet: Roof Covering: Pave -2 TILE CALCULATIONS (Pinar]: x?. (Aerodynamic Multiplier): ) - M = I�t PCA: Pmax2: X X (Aerodynamic Multiplier): ) - M a' = M PCA: (Pmax3: x X (Aerodynamic Multiplier): ) ,. CA: 4 .. r+ ti 1) Fire Directory Listine Pace r n,Juci Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific Systcm Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals APPENDIX "F" REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F', it. is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern all the minimum requirements and standards of the indus- try 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. 7 144 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roof- ing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. IA 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system.) /03. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. town- houses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupar,ts of adjacent units of roofing work to be performed. P 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the under- side of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. PIA 5. Ponding Water: The current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roof- ing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. NA 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. �, 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structur- al assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider venting which can result in extending the service life for the roof. 78. The owner may contact the Miami -Dade County Consumer Services Department for further information regarding the above. ner's /Agent's Signature 123.0112 PAGE 2 7/99 -� I Date Contractor's Signature Date a. " 2 41-0q Job Address / 1., 9 13 C 9 7 Tax Folio I 1 " 3 1.,O S - Oa 9 d S'S Legal Description L t Historically Designated: Yes No Y Owner/Lessee / Tenant W , o IA) IV ,s Owner's Address / a 9 8 97,1 Phone 5 g 3 Contracting Co. /3 o 1 6 v S p R TV Address Qualifier R 1-. m(' T F� C s r� C� SS# - Phone Y 3 30.2/6—e State # 5 g 3 9 L Municipal # Competenc # C) 1 WO `m'; T3 - tadi•E °�--� Square Ft. 5 9 a FEES: PERMIT ture of owner and/or Condo President Date PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Notary as to Owner and/or Condo President Date My Commission E40m�P NINA M. MCLEOD O � ti% N. COMMISSION 0 CC633993 Co t,T,1 EXPIRES APR 04, 2001 . __IrC BONDED THROUGH . . i of 1 .`1/4:• .4!1P FMC BONDING CO.. INC. (79� RADON C.C.F. Estimated Cost (value) 1 Mechanical Plumbing Structural Engineer Master Permit # `T baz. / y 1 2 P ;nn Ai I k :f Ins. Co. 9 t5 0 Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL [ROOFING PAVING FENCE SIGN WORK DESCRIPTION r o vim- 4- /c , — (/ 4 A T .a- /e e 0 IV L / WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of Contractor or Owner- under Date Notary as to Contractor or Owner - Builder My Commission Expires: , Po NINA M. MCLEOD COMMISSION 0 CC63 EXPIRES APR 04, 2001 ^`, ROUG BONDED THH NOT ppr�� (w- ATLANTIC BONDING C9.. IN=• ARY BOND 3CO TOTAL DUE APPROVED: l Zoning Building Pit / JJ5 Electrical Date CI NOTICE OF COMMENCEMENT krAX FOLIO NO. 11- 32 4 5- a p 9— (.1 S .l' b PERMIT NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that Improvements wiU be made to certain real property, and in accordance with Chapter 713. Florida Statutes. the foUowing Intomtation is provided in this Notice of Commencement. %) 1. Legal description of property and street address: LM-1" / ' L k 2. Description of Improvement:.,.' ) S TA L. L / k° D r l Z,A 7' r c l" 3. Owner(s) name and address: 1V1 L rl 1 n ) iif 1 -..4SV Y1 C 97,0z37 1, A. Interest in property: r' Name and address of fee simple titleholder: ' 4. Contractor's name and address: f l '5. Surety:(Payment bond required by owner from contractor, If any)' Name and address: Amount of bond S 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address : -) cf4 8. In addition to himself, Owner designates the following'person(s) to receive a copy of the LUer?or's Notice as provided in Section 713.13(1)(b), Florida Statutes. • =Name and address: dobb S. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date specified) s.aOMIT Y Print Owners Name - /ti r4 ,( - 3 Sworn to and subscribed before me this day of .•% , , >6 d 'er Notary Public , Y ���� Yrlc'mCC(t f Y Print Notary's Name ' = ' .r_ • .ri!i�°" e . 14%, rnmmicslnn Fwnirpt' a00•0€0 THROUGH sore or CERTIFY FLORIDA. COUNTY OF DADE '. o fhb boofflab r• r •HM.. . d ay 00R092278 2000 FEB 28 09 :17 1 1 r k A S: 1 •S j, Prepared by :1rJ Address: f 7.3 / diJ I./ ) 3 g • p fn ;4 co PA. F/11 '? 36 (e12 Contractor's Name: OA 6 6 y S 12 ©o r r rat Job Address: 1 ( E. 9 7 /Cy Ei.lev Slope Application) ❑ (Asphalt/Fiberglass Shingles) Flat Roof Area (ft 5 o D Sloped Roof Area (ft Total (ft ..S 0 0 Master Permit No. Exposure category (per ASCE 7 -88): C Building Classification category (per ASCE 7 -88 table 1) 123.01 -78 4/99 ❑ New Roof Ft. A 13' Ft. A Y Deck type: / .X b 11/ d D 4 1 Fastener Type: ATTACHMENT SPACING Field: ) d Perimeter: oC Corner: DETAIL 1 & 2 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. ROOF CATEGORY ❑ (Nail -On Tile) ❑ (Mortar- Adhesive Set Tile) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) C:oofing ROOF TYPE E ❑ Recovering ❑ Repair El Maintenance ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) &.0 (1- c 7 ),5 11 C C Page -1 ROOF PLAN a APPENDIX "F" REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F', it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern all the minimum requirements and standards of the indus- try 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. 0 7 , k; 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roof- ing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. Y ///',2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system.) 91/41 A3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. town- houses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. e4 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the under- side of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. i 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roof- ing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. /./7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structur- al assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider venting which can result in extending the service life for the roof. 8. The owner may contact the Miami -Dade County Consumer Services Department for further information regarding the above. Owner's/Agent's Signature 127.0112 PAGE 2 7/99 Date Contractor's Signature • Pal • 0.11141. 0 •' »« • • 1 1:4:.'..:..,.. - PRODUCT CONTROL NOTICE OF ACCEPTANCE CAF Materials Corporation 1361 Alps Road W NJ 07470 royal of: Your application for Product App yes of CAF Rarbsroid® Modlfed Bitumen Roof Systems for Wood Decks un A der Chi ter 8 of the Metropolitan Dade County Code governing e use of Alt e ned Materials and Types specifications and completely described in the plans. D y nat<ecb Engineering, Inc.. Factory Mutual Research Corporation, r n, and Under be n or a eries, Inc. Florida lding hu under h r fc onditions acceptance forth on pages 2.60 and the standard 2.60 on page e 61. under the sac This approval shall not be valid after the expiration date stated below. a jo ouimangfCode Compliance p plant or Office T pp reserves the tight to secure this product or material at any time convo g I testin . If this product or material fails to perform in the approved manners a Building manner, C e C Office may revoke, modify, or suspend the use of such product or material Compliance Hance Office reserves the right to revoke this approval, n�tc f t B )ding Code Complliance Copliance this etermind by the Office that this product or material fails uirements of the South Florida Building Code. product or material fails to meet the riq t„ I The expense of such testing will be incurred by the manufacturer. /Lt. t /• r . V . Acceptance No.: 97-0804.14 Revises No.: 95 -1 ___ 003.03 Expires: 1110 610 0 ,. Raul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE Comp liance i ion for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compltattcc Office and approved by the Building Code Comminee to be used ;nDade County, Flo�i�i under the 1 I. conditions set forth above. , Charles Danger, P.f:..: • Director ' Building Code Compliance Dept. a • Metropolitan Dade County • Approvcd:ll / 6 / 9 7 .— I ' r� i .r • • u c "Si • an p�"1, t10R dater►ais Corp 'lps Road , • •. •i 07470 i ON'�tOL NOTICE O1F ACCEPTANCE • .••• R PRODUCT G C G SYS'T'EM APpROV1.L Product Control No.: 974 Approval Date: November 6 1997 Expiration Date: November 6 200 I: ■ ' S stem Roofing Y eo Membran Built-up Roofing .Cate o Modified Bitumen _: APP and SBS e System."" roofing products for more than 100 Materials Corporation has been manufacturing i fled bitumen F M emod roofing systems. Th nee of roof products for built-up granule and fire rated v mu�tilayer SBStm °d'fied rednces a with range products in smooth g requirements for and SBS P eet the specification req ducts include both �tf fed systems to m IX offers two ply bout the auth Florida at a. ecifieations. n ctrvor� of roofing wholesale distributors throng AF products ate distributed through a wide p 'copies of which us insulated and non - insulated n Apps �aPon and .an provides Wa rranted systems over four P and can be found in the Ruberoid Modified an be obtained from GAF a ;,AF roof sys sem M Research Corporation and ; pecification manual published annually' tested at Factory liancc with red bitumen me mbranes have been tested in comp bli �f have been extensively A D 5147 tes. GAF modified test requiremen Contact: William 1. Woodring Director of Technical (973) 628- 4134 N . „, • e.. ••. ••• - Fraat; Zutoaji, Iner Roofing Product Control Exam ... • • ••40.1.• - 0 •Wit:• • .,± . lnsulrnon mss• • .'f ." ....... • 1rpirhAILII44191r*,:.. •.P '' Basalt Wool • .4 s I. a Poly�s�7 • P. •: •• " Composite Board • :,i" Wood Fiberboard `• • ;•:. :rui itsiry"Wood Fiberboard •• • Maximum Design Pressure • . . • Material Design Pressure • Wood ' Maximum Fire Classification Material Classification Wood Class 'A' Note: Fire classifications and maximum design pressures do not reference allsscmblics v a d c types. Review system listings for design pressures and the Underwriters Materials Directory for Firc Classifications. 0 • • • ,r. • •75psf • • Page 3 of 61 (,•. • •••••• • • • s.‘ • • Frank Zuloaga, Roofing Product Control Examiner :1?;:o d. - R ; r • �; Product :'••,�: G AF Asphalt' . r Concrcso Primcr ' GAF Mineral Shield® • GraAl • GAF WaatherCoate Emulsion GAF Premium Fibcrcd Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement GAFGLAS 1175® GAFGLAS S ase Sheet Uhlman' B GAFGLAS Ply 66 GAFGLAS Flex Ply"' 6 '•1 ', 1 AS Ply 4® GAFGLASS Mineral Surfaced Cap Shat E NA MES O PRODUCTS MANI.TFACTUR OR TRADE LABELED WY APPLICANT Dimensions S, 55 gallons Test Szci ftcati un ASTM D 41 60 Ib. bags ASTM D 1863 Surface coating app for smooth surfaced roofs. ASTM D 2824 Fibcrcd aluminum coating. ASTM 1227 5 gallons . I , 5 gallons 1, 5 gallons ASTM D 3019 ASTM D 3409 '3 sq. roll ASTM D 4601 75 Ib. roll 2 Sq. Roll 70 lbs./roll S sq. roll 45 lb. roll 5 sq. roll 45 Ib. roll S sq. roll 76 Ib. roll • Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shielde Granules shall bc sed for flashing ('cations only. ASTM D4601 Asphalt impregnated and coated, fiberglass base sheet halt impregnated glass felt ASTM D 2178 with asphalt coating. w ti halt impregnated glass felt ASTM D 2178 Type asp halt coating. Refined asp h41t blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coated glass mat base sheet. Product Descri lion e IV asphalt impregnated glass felt ASTM D 2178 with h asphalt coating. ASTM D 3909 Asphalt coated, glass fiber mat cap shed surfaced with mineral granules. -.-- . ...0 0 •n.• -- Op • rank k Zuloaga. Roofing Product Control Exami, • :: ~ * • RUBEROID ®2 :nuac•t%o::•l'gallons .: M odified Eitu 4:;4,4 nciu•: • Adhesive .oiuhuxai wi. 2 1 11 4- 1 . 1 -•• :� :vim ...:. a ,,. , ; .... .. :; •.. ... f ..., -' . ., J ! GAFGL"A ?Q+: 1. 60 Ib. roll , ,:.. TAY ENT %a3 ' YAx 1. b :; % 1 Tgrata 4 = , i• '•0 t,noii •ueni - .1:!: • " . tt'::d? ::stvrtc•nain;lo� h�.... ! .. t ' , ;±''bY.cwf• • • Minh raid driw nci • • • • GAFGLAVID Flashingi ; various GAFGLAS® STRATAVENT Nailable RUBEROID Modified 3 sq. roll Base Sheet 67 lbs. various Tapered GAFTEMP® • various Isotherm R GAFTEMP Isotherm various RA various MP Isotherm various GAFTEMP Isotherm R Tapered GAFTEMP Isotherm RA GAFTEMP® • . Composite 69 Ib. roll Tapered GAFTEMP various Isotherm RN various Teat Specification ASTMD3019 Type III ASTM D 4897 D 367: ASTM D 489 D 3672 ASTM D460I, Type 11, UL Type G: BUR PA 110 PA 110 PA 110 PA 110 PA.. 110 PA 110 r r • Product Description Fiber reinforced, rubberized Adhesive Fiber glass base sheet impregnated and coated on both sides with asphalt. . Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Premium glass fiber reinforced SBS• modified base sheet Polyisocyanurate foam insulation. Tapered Polyisocyanurate foam insulation • Polyisocyanurate foam insulation Tapered Polyisocyanurate foam insulation Polyisocyanurate foam insulation Tapered Polyisocyanurate foam insulation . • ....... PA 110 Polyisocyanurate foam insulation with high dens' . • s •• • • 1 • ermaiitr 1 .. °•' perlite insu a ,y uloaga, Roofing Product Control Examiner • ' ' • Produet'onft2 Dimensions • . . " ', ' MPOI�� various • . .• r Tape r ,cd GAFTE . • • � ` . . R . t - - ".. .. Comp .11 4G^FT-E1vt ''mi Irdii iii various • , A :: :iti•N.�'? i4 fti;4•i10o . • f its ', a. ' , ..c• `.. •' =' T : :!:di . •� •tr a: br bi.:ci:uaiaii.0 «;:. . .: Tapered GAF'FEMP®:•;t:r.': 'various Cpoa+ta A , I, GAFTEMP® Composite N Tapered GAFTEMP® Composite N GAFTEMP® Fiberboard GAFTEMP® Pemtalite GAF'tEMP Recover . Board GAFTEMP® High Density Fiberboard GAFTITE ®d 12 Standard • 110)5:lamer GAFTITE®# 14 Heavy Duty Roofing Fastener GAFTTTE ASAP various various various various 1/2" thick various .Test S erificarion PA 110 = PA 110 • PA 110 Tapered Polyisocyanurate foam • insulation with high density fiberboard or Pcrmalitc perlite insulation. PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 Tapered Polyisocyanurate foam insulation with high density fiberboard or permalite perlite insulation. Fiberboard insulation. PA 110 PA 110 PA 110 PA 110 PA 114 PA 114 Product • Descri ft • Tapered Polyisoeyanuratc foam • • • , • • insulation with high density fiberboard .. or Pcrmalitc perlite insulation. • .. . Polyisocyanurate fiberboard or Pcrmali `i� high density . perlite insulation. P3pe6nf61 Pcrlite insulation board. Perlite recover board High 'density wood fiberboard insulation. Insulation fastener for steel and plywood dccks. Insulation fastener for steel, wood and concrete decks. k PA 114 Pre - assembled GAFTITEITKArri and metal and t • toaga, Roofing Product Control Examiner •. • ;;• . " l .r • •.. Product ' it • • r RUBEROID TORCH LUS '�; �... sq / roll■.. RUBEROID TORCH 4 t i� R BERO1D 30 •. • 90 Ibs. ;,• ''.; •.t:; td "41'•I2 c'�' RUBEA.01D 30 FR Vent Stacks (metal and plastic) GAF Aluminum Emulsion RUBEROID® 109. Roll ULTRACLAD® SBS 101 lbs. GAF Aluminum .Roof 5 gallons Paint GAF Built -Up 100 Ib. canons, Roofing Asphalt bulk . .jt 01D MOD Asphalt" RUBEROID MOD Asphalt L RUBEROID MOD Asphalt P • p i�ensions % sq 'roll : a 93 lbs. 1 sq roll - 1 92 lbs. •' 1 sq. roll 92 lbs. 5 gallons 60 Ib. kegs 60 Ib. kegs 601b. kegs • A STM D 5147 . ASTM n 5147 AST' • PA t00(A) ASTM D 1929 ASTM D 635 None ASTM D 5147 ASTM D2824, Type 1 ASTM D312. Types 1,11,111 and 1V Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. 7 Non 'woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. One way valve vent used to relieve built -up pressure within the roof system. GAF' Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with reflective aluminum flakes • Product DesccT iPtlon Heavy duty, polyester reinforced, .► sphalt modified bitumen membrane, granule surface Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non- fibered aluminum pigmented, asphalt roof coating Interply mopping and surfacing asphalt SEBS modified asphalt SEBS modified asphalt SEBS modified asphalt • ti Frank Zuloagti Roofing Product Control Examiner `•,•� ; T v.Yp a31iit17M1.41rm;. (1 (1 rr►. G • i Isotherm R S ►reification Product Dimensions - -- • . • • r• •• • •∎ • ,. .. - r ilr � Jo�.II�• f A 110 • GAFTEMP Tapered Various •;,r::l I. . .b • J • AFT'EMP Tapered Various 1-0 #stl PA 110 - Isotherm RA GAFTEMP Tapered Isotherm RN GAFTEMP GAF AN'1TM GAFTE3vIP GAFEAGE Tapered Edge Strip GAFTEMP PERMAL1TE® Tapered Roof insulation GAFTEMP Recover Board Shinglc•Mate Undcrlaymcnt GAFTITEG ASAP RUBEROIDG Modified Bitumen Adhesive Various !r• ''' ;44 Various Various Various 1/2" thick, Various sizes • 4 sq. roll 30 lbs. 500 per box 5 gallons PA 110 • • PA 110 PA 114 ASTM D 3019 Type 111 • porgnf61 • :r.1 Productr *.. .',. .. Uescn�tion Tapered polyisocyanurate foam . .' Tapered polyisocyanurate foam Tapered polyisocyanurate foam •rr�; Cut perlite board Tapered perlite board Tapered perlite board , Perlite board Fiberglass reinforced shingle underlayment Pre - assembled fastener and metal and plastic plates • Fiber reinforced, rubberized Adhesive • ••••• ••• • ••• 11111110.1 ' wing Product Control Examiner • • Product • `i1 GAI•'1'EMP Tapered ti. Isotherm R • • '. • G Tapered • •• • lsothorm RA • .•: ! ... • GAFTEMP Tapered Isotherm RN • GAF"1'EMP Various Cut perlite board CAF9lip Tapered polite board GAF -1•�p Various GAFEAGE Tapered Edge Strip CAFTEMP Various PA) 10 Tapered polite board PERMALITE® Tapered Roof Insulation CAFTEMP Recover Board Shingle•Matm Underlayment GAFTITE® ASAP RUB EROIDS ' Modified Bitumen Adhesive • • • Various °r ' ~c• � = ' I 1/2" thick, Various sizes • 4 sq. roll 30 lbs. 500 per box alb 5 gallons • PA 110 Pcrlite board PA 114 ASTM D 3019 Type 111 • • • ••••••••••11/M • sp • �cific.tion • ~ Diaensiuny - - Various PA 110 Trpered polyisocyanurate foam ,. »1 • PA 110' Tapercd polyisocyanurate foam Various .�;,;;;� • Tapered polyisoeyanurate foam •n�� ? :: Fiberglass reinforced shingle undertayment ' Pre-assembled fastener and metal and plastic plates Fiber reinforced, rubberized Adhesive f rssit. Ziil o�Y>; "'noting Product Control Examiner �'s�:r'i.. • •• EO Y • OTHERS f1irW 'TRADE N OF PRODOCTS M.kNI1FAC TUR •.r�,y� . NAMES • s. .....; P ** • T a t . • •' '4 �'' � nirit ? tiuit ~- s r PA110 �` - � ---~ Product • :•. �• ct • , � P rod u •• ;"ACFpala • 11 Hy-Therm Nail -line Hy-Therm SP Hy -Therm AP 'Hy-Therm White various Line t ,-:; •• : . !' ; curate foam tl i; • : ;PA 110 Polyisocyanurate ,, . Hy -Term Stable R various Anchorbond Fastener Dekfast Fasteners Allik Dekfast Hex Plate various PA 110 Various various various 2 7/8" x 3 1 /4" PA 110 PA 110 PA 110 PA 110 PA 114 PA 114 PA 114 Description Polyisocyanuratc foam insulation insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanutate foam insulation. Polyisocyanurate foam insulation Polyisocyanurate foam insulation PA 110 Polyisocyanumte foam insulation Insulation fastening assembly insulation fastener for steel :and concrete decks Galvalume hex stress plate. : Manufacturer •: Apache Products Co. (with current PCA) • Atlas Energy ; Products (with current PCA) Atlas Energy Products (with current PCA) • Cclotex Corp. (with current PCA) Cclotex Corp. (with current PCA) Cclotex Corp. (with current PCA) Cclotex Corp. (with current PCA) Cclotex Corp. (with current PCA) • Cclotex Corp. (with current PCA) Construction Fasteners Inc. (with current PCA) Consuuction Fasteners Inc. (with current PCA) • • -...._ • • _••. • rant; Zu loags. Roofing Product Control Examiner t o ebtn'Ieat Specification Pr•oduet=_. Dimensio P__ • Dckfast Lock Plate • 3" .x 3 1 /4 ".y; • PA 114 • • ►,!J:.' S'tra'.t •(bn,n3 •. . ' gaizt t'.,; ��; � •; • 1,. • 11 • • PA 114 +� j�c1tfast Fasts , .� . : , .:•,•.r� it r • .•` -' s;:.' .� .• • Cid L'r t 01 . 0 Stu: d:;w) Dckf ' i PA 114 aist Fasteners " '' ` •L ' 112 =rig. • : • ISO 95+ Composite • �• • • Asphalt Asphalt Primer EPS High Density Wood Fiberboard Petite/Urethane various Composite Perlite Insulation various Polyethylene 4 mil min. various •� •R Roofing Nails various • various Minimum N 1: • Product ••' •• • Description /Inv. Insulation fastener for steel and wood decks. PA 110 Polyisocyanurate / perlite ridged insulation ASTM D 312 Type 11I or IV Hot asphlat • . bitumin adhesive ASTM D 41 Asphalt Primer generic PA 110 Extruded polystyrene generic insulation PA 110 Wood fiber insulation board generic PA 110 Pcrlite / urethane composite generic board insulation • • PA 110 Perlite insulation board Vapor barrier / Air barrier Rosin paper for barrier layer on wood decks PA 114 Corrosion resistant annular ring shank nails • Page 11 of 61 •••••=16••••••••••, generic t :V! Manufacturer - • Polypropylene locking. '•1 Fasteners u c on plate. (with current PCA) Insulation fasteners for Construction concrete decks Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) Firestone (with current PCA) generic generic generic generic 1 �•"`• rY� '• ` Roofing Product Control Examiner • • •• Product men .;'taok►!rif'est '.:0 1,,z Product • r • " Dimension's Srrcificatiun �,.i:• • nrscrilttioa • 401 !J. r — 3 " round • y mpic Standard. • 3 round• sisiu PA 114.109 g slue• ume 1 ltnritr.ras.^•i . ' r ° ' noilclu;:ni A755 steel plate • ..x. v «• 7 .. ;212 • I:4:.14 �nis+:lurtti :.: , �. • O • p ic F ; " ) f �'�� � � � ?' * 1 S . r Insulation .#146.4..;1 . � �`'.; al • :; ; ►•: ,• • ItAzab.tf P.. %.i t ?. • • • ziiiivd14041iiii bnliC % "F. Olymp Polypropylene Olympic Fastener N12 Olympic Fastener ASAP Olympic CR Base Felt Fastener and Base Sheet Disc GIasFast Fastener ~~ a;e Board Perm Cap Board • • i • fastener 3.25" round PA 114 Polypropylene plastic plate PA 114 Insulation fastener PA 114 PA 114 Pre-assembled Insulation fastener and plate Insulation fastener assembly for Base Sheet fastening only PA 114 Insulation fastener assembly with recessed plastic plate various PA 110 Rockwool insulation various PA 110 Rockwool insulation • Page 13 of 61 1 . Manufacturer Olympic • Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Owens-Corning Fiberglas Corp. (with current PCA) Partek, Inc. (with current PCA) Partek, Inc. with current PCA) u oaga, Roofing Product Control Examiner A1, ••.• . • • •-• 1 •• ‘91... 1traG8rd'' &IN Ipsu P Fastener ' it �t •f;,,c-oi •:$" .. Rawl Fasten #12 ' ! � I` • • Rawl Fasteners #14 Rawl 2" Plate Rawl 3' Plate Agwlitc 3' Plate 202 HS Super Prep ll Tru•Fast DL nu,Loo • Tcat • Product Description :• • variouss PA' 110' " Polyisocyenuraie foam mac '2:;.' insulatio.i • PA 114 Insulation fastener for steel ;•:�-:? ►i'•i'. :;1••:I and wood decks 3" round 2" round 3" round 3" round PA 114 3" round polyethylene stress plate PA 114 Insulation fastener for steel and wood deck's PA 114 Insulation fastener for use in steel, wood or concrete PA 114 2" round galvalume AZSS The Rawlplug membrane plate Company Inc. (with current PCA) PA 114 3" round galvalume AZSS steel plate PA 114 PA 121 3" round galvalume AZSS steel plate for use with Rawlite fasteners PA 121 Roof coating Roof coating .r.: .� : • • Plot 11 of 61 Manufacturer Schuller International Inc. • (with current PCA) SFS/Stadler (with current PCA) SFS/Stadler (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug • Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) `• \\‘, Thermo-Materials, Inc. (with current PCA) Thermo-Materials, Inc. (with current PCA) PA 114 Insulation fastener for steel, Tru•Fast or wood _ • h sarrenr•PGA) Frank Zuloaga Roofing Product Control Examiner • • . - . • • . • •-• '7. • , P rod u ct Product Dtmeosions ?predication Erscriprion • . *. 3 04" round polyethylene plastic plate l!' • ' 3 23" round galvalume AZ50 steel plate ; :ti„, . • *. i• .. . . ..:, • .. r14$3g a .. . . P. % 2 k...., . • Tru-Past Plastic • 3.04" round .:!;, PA 114 . 7 4`. • ' ...i:111,.....,:g.,.,..; ' • . • , 13.....: ' ' ... e '...'0,*; •:. • . .-. leo WI N.10.1 0 •••• . • . ....b( ) r0 ivil ..• ' % . .1. 1 ,,) .Tru-Fast . 1,4P-3:1i"' • 3.23" 'round •':'4 . PA • • .Sew...4(... ler etet7O• f; :',. . .• ' • • • ...f :' ! kW , • : • • . • IA..' .." —.• — , -, e• -.• . • ..... :.:,.....J, ! , , • ; • 1 1:1 1 ‘ 1° .% - * : : :..1. -e . e;t: (..44'4;1;is: 4 !';.!!::4: . ,46:- . 4 .,. . • . • . t4 14 : ,.. .' .i.i rAti,d1 . ......-4. 1 f ,. • „ 1 , ni-Fast DJ v .; . . .. • .k., .;4 MA., ,tt■ t 114 .• •1-. ' f, . • ..' '...- " ..• „ .4 ... . • - .«..1,... ...,... •.• - • • - •• • 1.,..4.1.,i,3v; i • • • . r . t.Enz:.4* ., Trwpouitra . PA 114 J • • jII Tru-Fast DP Structodeck Tru-Fast TP i. 1 11100 • • so •••• • ea . • . . PA 114 PA 114 various PA 110 Insulation fastener for use in wood, steel or concrete decks Stainless Steel fastener for use in steel, wood and concrete decks Insulation fastener for use in steel or wood decks 1 Insulation fastener for use in steel or wood decks ' High density wood fiber a. • ••• •■•• • . • • • . • •.• d".; • • • • Manufacturer 1,:oT . • (with currint PCA) . • - • Tru:Fast: (witticurrent PCA) 1 : ! ! ..• Tru-Fast (with current PCA) •Tru-Fast (with current PCA) • Tru-Fast (with current PCA) Tru-Fast (with current PCA) Wood Fiber Industries (with current PCA) •■••■•••••• "Frank Zuloaga, Roofing Product Control Examiner Page 15 of 61 IP • ) �•' ' •' •' '■: .. Test ' • z'�4 •Ageocy/Identifier • w•.f� •�,• M•• M •Y/ Is • ' ; : :1 /'7 Factory Mutual Research 1 :pin .r: • 1 17,6 1 • r, ,l Factory Mutual Research. • �?`� ,Cgt•poratioa .: ::: m.. .. ••* Factopktfiutual Research orp9l Ut n FactorriNlutual Research Corporation • Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Wind Uplift Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift, FMRC Corp. 4470 • PA 114 Factory Mutual Research Wind Uplift, FMRC Corp. 4470 - PA 114 Trinity Engineering i Dynatech Engineering Corporation • Name • TEST REPORTS' n o:1"2 l:a.•. • . ' • Report Current Insulation • • Attachment '' Requirements • ;• Wind Uplift •FMRC 4470 • PA 114 • Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 • PA 114 Wind Uplift FMRC 4470 • PA 114 Wind Uplift PA 114 Fire Resistance Classification UL 790 - PA 114 Wind Uplift PA 114 FMRC 1996 01.01.96 • • ;J.1.0T4A1.AM J.I. 1V8A4AM J.1. 1 R 1 A6.AM .1.1. 0T2Q4.AM J.1.0Q6A6.AM J.1. 3X3A2.AM .1.1. 0Y9Q5.AM J.1. 1B9A8.AM J.1.3D4Q2.AM 4483.04 97.1 R1306, 87NK11819 #3600.02.95 -1 Pape 16 of 61 Date • • :!14.'L 08.26.92 06.28.93 11.15.91 10.17.91 07.16.91 08.02.94 07.29.94 09.04.97 04.30.97 06.06.97 01.01.93 02.02.95 • • • • rink Zu loags, Roofing Product Control Examiner .•, • • • ail.* ia. de . . .. 1:11,777■AtF..!tr.7%..........:;•..."5."Wirr 't....../ ..., it. • , -..,..... .., ,...,,,..14, •-•••■ba 1.3s.... ... Name ...r.:..-9-1 . .v est ................. :r. ..,........,..Ateacyfideataier4 , 1 g - ;•. 1 :....... • :. ... vd e— •• .• ..-1-.1r4vr'nbriPMLIV11-$6W"KI.;J!/.p - • • ; :Zoit/itiv‘ii".vi:tic41iSir • Dynatech Einineenng: Ve tar P "'. `.algar I Ion • .41f • . • • •• • • • • slif • ••••• ■•• • ••■••• • •• • • • • • • •••• • r BO • •••111 •• • • • bnrrityi. 4 • • •• , I , ••_ • 1/ 011 • 1 11; 0.' 4 .110,1) 116. ' • : t . • • • •.- • (. •••■•3 •••••••••1.•:■•••• • a •••• • • • • :iv P..... ‘ , 2 • • ?rtt:it?- eRort ••• •••• • • • ' • • • • • P.:1;"•• • . . Wind Uplift • #4482.02.95-1 • • •.. • 02.02.95 f iA-1 14 • :.*:(1.)0* • .1.1, • . ••• • ••• • • • 'to''' • 1 • D •• • • • • • •• • ••• •• •••••••••••• 1111, mo omillegas• '0 Wags. Roofing Product Control Examiner r• • .•'.t' .b! r • Y.L ' •: . •. « • • l • 4_ e. Non-insulated New Construction or Reroof • '��, %fit bllaz rir/•a or greater plywood or vrood plank decks '• it.:. Deck D 0cnptioa• / r o AV l ease sheet mechanically fastened. ,' Ty are ar.► and System Limitations shall apply. `' TM Base Sheet, GAFGLAS ®PLY 4 ®," •,;_, „� S h a y •'. �GAFGLAS ® 175, GAFGL #80 Llltima t Xr�2 ri:'GAFGLAS® PLY 66, GAFGLAS FIexPIy Base SheetfiAFGLAS® ER(111) Modified Base Sheet or RUBEROID0 • . ' • ,..• s 3;�.:'; STRATAVENT ®Naitablc, ItUH "i” S ?'+p to the deck with approved annular ring shank nails and 'minimum 1'1 • 1. 7� 11i1� • tin caps at a fastener spacing of 9" o.c. al the lap, 12" o c. in two rows staggered along the center line of the sheet in the field. • 11' • • - (Optional) One two or three plies GAFGLAS PLY 4 ®,GAFGLAS ®PLY 66 Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EVT ranee and at a rate of 20.40 lbsisq.. Membrane: One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule, Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID UltraCladT SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20.40 lbs. /sq.. Or, One or 'nor, plies of RUBEROID MOP Smooth, RUBEROID Mop Granule, RUBEROID® Mop 170 FR, Rl18ERO1D® Mop Plus RUBER0ID UIva CI BS RUBEROID® 30 FR or RUBEROID® M p FR or in RUBEROID Modified Bitumen Adhesive at an application rate of 1-2 gal. /sq. Su rflcing: (Optional. required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 Ib. /sq. and 300 lb./sq. respectively in a flood coat' of approved asphalt at 60 lb. /sq.. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb. /sq. + 15 %. • Ply Shons:l, :, Design P ; -45 psf (See General Limitation #7) Maximum Fire Classification: 'A'. See General Limitation #2. Maximum Slope: 2':12'; See General Limitation #3. Specification No 1.14 3 • • , . • 4. fi ' • 1 ;••• • • • •,:s •' ▪ • • ••■■• .,..••■• • • t Frank Zuloa;a, Roofing Product Control Examiner • y.... • I;, I/ 14 • All standard panel sizes are acceptable for mechanical attachmen Wbcn applied is •. l be 4' x 4' maximum. .. .. .• . � �n:appcovod asphalt, panel size shat • 14+x .... . 4 application, all existing roof surfaces used ass �; 15 ?In "ro- covery�ro•r°°fng applications, prior to the app 124 for • uplift resistance. Test pressures shall be calculated in comply ..:••'bondin substrate shall be tested in compliance with Metro-Dade County Protocol PA the wind d loo g :. requirements of Chapter 23 of the South Florida Building Code to the design pressure of the roof. • .. �.i� •. . • . • , , :1011.,' . . . : : 16 In re -roofing applications, moisture content in an existing roof must b e i n compliance with " Section 3401.10(m), (n) of the South Florida Building 11 gall good materials shall be stored on end and on a clean, flat and dry surface. II ' , conjunction with or 1> lerequired, any Factory Mutual Approved vapor barrier in approved adhesives may be used prior to the application of the insulation layer. 19 Consult current Underwriters Laboratories Directory for ams appropriate coating �S fd ior roo assembly to obtain the required fire rating. The Y shall strict compliance with sections 3401.5 and 3401 6 of the South Florida Building Code for maximum fire classification. 20 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, corners). No rational analysis, nor extrapolation shall be permitted for enhanced fa§tening at enhanced pressure zones (i.e. perimeters, extended corners, and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) aro •11041111111110. • UP. name Zutoaga, Roofing Product Control Examiner .r' CENERAL LIMITATIONS � 1 a shad comply with ATM( D 312 type IIT or type 1V requirements, and � l y proved b applicant. ...... , . . ti , '%:� 2' Fire ratings are determined by a combination of slope, deck type and assembly. Refer to • , ,, current Underwriters Roofing Materials Directory or other fire testing data listed in the • • • rusting file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of • . , ,. the South Florida Building Code. :1-1•.i • • • .� .,. • mum • slope range shall vary for each system; consult current Underwriters ratories Roofing Materials Directory and manufacturer's specifications . . i ffkinpliance with design criteria for each project. 4 An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet fully T mopped. l aid dry .A base sheet used, install one layer of GAFGLASS STRATAVENT may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow ventilation. Asphalt application of either system shall be at a mi nimum rate of 12 Spot attached systems shall be limited to a maximum design pressure of -45 psf. Where STRATAVENT Perforated is used over approved isocyanurate foam insulation, the maximum design pressure is limited to — 60psf. All work shall be performed by a contractor licensed to do roofing work in Metro-Dade County, Contractor shall be familiar with the details and specifications published by the manufacturer, and the requirements of the SFBC. ` The submission of system specifications and details shall accompany the Section II Building Code Permit. This information is available in the, publications subm submission in the 'System Description' of this Product Control Approval. documents, as well as the proper application and installation of all materials shall be the ' ' ! ! IC responsibility of the contractor. • _- •.r..._ • • zuloaga, Roofing Product Control Examiner • t • • II 111 s . s • 9ii • " ! • :. • '' C 1 �.2.• . W ood D eck System Limitatioas� /i:; ..•i (41.r.:. :. = 4 "N • • • ti •; 1. Fastener•spacing for anchor { (heel attachment is based on a Minimum Characteristic Force (F) ,. . , e:14.3... - 01.9 5 Ibf or greater as testc.l in compl with Mcno-Dade County Protocol PA 105. If F as • : .tested is below 95 Ibf a professional engineer may submit a revised fastener spacing utilizing `; '•the7withdrawal resistance value taken from Memo County Protocol PA 105 and cf '" in comp liance wiih ctro -D.+de •Rootin`gApplication Standdrd PA 117. ' culations 11 M' �'2..All'staridard insulation panel sizes are•acecptable for mechanical attachment. When panels arc ... applied in hot asphalt, maximum panel size shall be 4' x 4'. i„ F astener spacing for insulation attachment is based on a Minimum Characteristic Force (F) of • 5 lbf. as tested in compliance with Merto =Dade County Protocol PA 105 & Roofing 'Application Standard PA 117. If the fastener value, as field tested, are below 275•Ibf. insulation N chment shall not be acceptable. . 3 A slip is required with GAFGLAS FlexPly 4® and Ply 60 when used as a mechanically fastened base or anchor sheet. 4. 'A Type X gypsum board is acceptable to be installed directly over the wood deck.. •.•• • •• . • r1 . •• • Frank uloap , Roofing Product Control Examiner •,' GENERAL LIMITATIONS .. ▪ , 1 ' asphal t shall comply with ASTM D 312 type III or type IV requirements, an •''•'. ' .. z$PPr'ovad by applicant. ▪ • 's �tttu• • " " 'j 2 ' ` Fre • ratings are determined by a combina • ;• ; I` ` •• .;recurrent Underwriters Roofing Materials •e . • . ,TS !p. t file. Fire ratings shall be in strict • •,. the South Florida Building Codc. •, ''? • um slope range l shall vary for each system; consult current Underwriters . •• •_--.m _ ratories Roofing Materials Directory and manufactures specifications for cc npliance with design criteria for each project. , 4 An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet VEN Perfora mopped. tedi l aid dry.A base sheet used, install one layer of GAFGLASS STRATA ma be applied using sot mopping with approved asphalt, 12" diameter circles, 24" o.c.; Y PP g P PP g PP or strip mopped 8" ribbons in three rows, one at each sidclap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' t a minimum rate of 12 in each ribbon to allow cross ventilation. Note: Asphalt application of either system shall be at Spot attached systems shall be limited to a maximum design pressure of -4S psf. Wbere STRATAVENT Perforated is used over approved isocyanurate foam insulation, the maximum design. pressure is limited to — 60psf. S All work shall be performed by a contractor licensed to do roofing work in Metro -Dade County. ,Contractor shall be familiar with the details and specifications published by the manufacturer, and the requirements of the SFBC. 6 The submission of system specifications and details shall accompany the Section II Building Code Permit. This information is available in the publications um ssilistedf in the 'System Description' of this Product Control Approval. The documents, as well as the proper application and installation of all materials shall be the ''" responsibility of the contractor. lion of slope, deck type and assembly. Refer to Directory or other fire testing data listed in the compliance with Sections 3401.5 and 3401.6 of Zuloaga, Rooting Product Control Examiner i 14 • .• ..:,;, •,••. • .% -• • • . % APP :G;:% • ::::•%1 0808. • 08 08 "1: '' -+..f :' ' Wood, Non - insulated New Construction or Reroof c•. • . • oo " � • � . ,0808 . 3 . . 4. 7 i:• t `.:'''It;�r• •'..•'' 4,.'•. � '~ '' ':?' Deck Deseripdoo"' ~ :� / or ood or wood plank deck greater plywood • « irivrtasi.lifiell frX' . • sS a ' System"I�pe . ' • el `'' 'A(2)• • ,� Base mechanically fastened. • • • • ;� .q. 1 General atiid Systems, Limitations sball apply. ;�ti ' - ?mss• : n� ,` -. : Bases',GF � r�F ® GAFGLAS #80 Ultima Base Sheet, GAFGLAS® PLY a ®, • .. 1 lia.EgariVIOria o+eo+ MYR' trd AFGLAS® PLY 60, GAFGLAS FIexPIy Base Sheet,GAFCLAS® • - ' ..4alr►aa • ' :tci STRATAVENT® Nailable, Rt)BEROID Modified Base Sheet or RUBEROID® • .•:,•:•-. ' . .. . , 1)2.6C k 20 applied to the deck with approved annular ring shank nails and minimum 1' /� • tin caps at a fastener spacing o f 9" o.c. at the lap, 1:" o.c. in two rows staggere d along the center line of the sheet in the field. (Optional, required when using RUBEROID :0) one, two, or three plies GAFGLAS PLY 4 ®, GAFGLAS® PLY 6® PIy or GAFGLAS Flex PIy 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 IbsJsq.. Maximum Fire • • • d� PIy Shield% Membrane: Surfacing: Classification: Maximum Slope: • 1 . 08 0 • Spo tc atton No.: Lir One ply of Ruberoid® Torch Smooth, Ruberoid0 Torch Granule, Ruberoid® Torch Plus Granule or Ruberoid® Torch FR torch applied according to manufacturer's application instructions. (Optional) Install one of the following: I. Gravel or slag applied at 400 lb./sq. and 300 lb/sq. respectively in a flood coat of approved asphalt at 60 lb./sq.. 2. •' GAF Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. or GAF WeatherCoat® Emulsion at 3 gal. /sq. (Torch Smooth applications only) Maximum Design Pressure: •45 psf (See General Limitation #7) , w � W. See General Limitation #2. 2 ":l2 "; See General Limitation #3. • ..:1 ■•J11 • • �- r • ••••••• -. • • • rank Zuloaga. Roofing Product Control Examiner 11 Y� ! Y 11001 COVERING •MATUTAIS (TEVT) ROOFING SYSTEMS (TGFU)- Continued station (Optional): One or moms layta perlite, wood fiber glass academism. Yluthene. periite /ISYcyanWaty 4N111hWlte. pc1111s/ haw composts. wood Mar /iswyanMra1e composite, pliefYllc. • Sheet: I. at most Ieyers of type G2 or Gl. onset (optional): One as may layers of type GI. .wads: One a awe layers of 'itobesoid •Iwch' (smooth or granule). ••r.IIJ loan Piot' (gamete). 'UuDeioid Mop' (snsuulh of glassine) cal esuki M.Ip nub' igiessule). acing: (soma! Na. 97. 1•1/2 • 3 gal /sq or gravel. '.i Wham 1/2 lotion: One w more layers polite. glass fiber, 3/4 in. min, mufti*. Yletn•1w. pslllte /I.UCyanurate composite. pellltr/ uletll4n• ..rte. pheiwtsC. l• 1/2 UI. 0110. inset ( Qytson41): One or mote layers of Type GI. G2 or G3. brans: One or mote I s ssl'R..Deioul roach' (smooth 01 y1:seute). :iota loan Ptus' (9ra •i ' Muberoid Map' (mouth us limning) 01 -saki Mop Plot' (91• aims: 'Auld Alum f Coating' at 1.2 gal /sq. •lo /lt • localism 1/2 taboo (Optional): ' � re layers partite. glass fiber. 3/4 in. ..s]:y•IlYlale. suethane. peobte /HOCya1Wlate composite. pellets/ one composite. phonon.. 1.1/2 in. min. krises: One a mole layers of Type G2'GAFGIAS 175 Bat. Sheet'. .pped or mecnanlcally fastened in place. noel: One at more layers al type GI 'GAFCIAS Ply 4'. hot mopped ..e. urine: 'Ruberoid Mop FR' (granule). cling (Optional): GAF fibeted Aluminum Coating at 1.1/2 gal /sq or ,eatnef Coat Emulsion at 3 gal/sq. it/12 lecllne: 1/2 atioa (Optional): One or more layers perlite. glass fiber, 3/4 in. Isocyanulate. titethane. perlite /isocyanurate composite. perlite/ •nt composite. phenolic. 1-1/2 in. min. inset: One as more sayers 01 Type G2 •GAFGIAS 175 lase Sheet'. Jpped or mechanically fastened in place. .lest: one or more layers of Type GI •GAfGLAS Ply 4'. or •GAFGLAS not mopped in place. • .rave: ' Ru0eroid Torch FR' (granule). sing (Optional): GAF Fibtced Aluminum Coating at 11/2 gal/sq or .earner Coat Emulsion at 3 . x'32 locllm: 1/2 .110*: lsocyanurate, 2 in. min., wood fiber. perlite or glass fiber, .iciness. hot mopped w mechanically fastened in place. Joints O In. inert: One or more•lgyers of Type G2 'GAFCLAS 175 Base Sheet'. .piled or mechanically fastened in place. est (Optional): One or more layers of Type GI 'GAFGLAS PIy 4' or hot mopped to place. lane :'Auoetoid Torch Fr granule). lag (optional): GAF libeled Aluminum Coating at 1.1/2 gal /sq or - ••Ines Coat Emulsion at 3 gal/sq. Incline: 1/2 :ion (Optional):Isocyanurate. perlite or glass fiber• any thickness, ,.pea or mechanically listened in place. Joints onset 6 in. nett: One or more layers of Type G2 'GAfGIAS 175 Base Sheet', aped or mechanically fastened in place. : et: On* or mor }lo G1'GAIGLAS Ply i• or 'Ply 6', hot r 115 puce. ▪ Ruberoid Torch 'Fr (granule). .n9 (Optional):.GAE firmed Aluminum Coating at 1.1/2 gal/sq or ,toes Coat Emulsion at 3 gatsq. 1ac1Iner 1/2 - ion (Optional): Isocyanurate. wood fiber bawd, perlite. glass any thickness. hot mopped w mechanically (attuned in place. .riser 6 in. nest: One or more layers of Type G2 • GAFGLAS 175 Base Sheet'. aped in place. • 11 (Optional): OM 0101011 layers of Type G1 •CAFGLAS Ply <' or not mopped in place. ,tie: 'Ruberoid Torch FR' (granule). rag (Opnonal) : 'GAF FiDeted Aluminum Coating' at 1.1/2 gal /sq acmes Cat Emulsion at 3 gat/sq. Incline: 1/2 .on (Optional): Isocyanurate, wood fiber board. perlite, glass •y trimness, hot mopped or mechanically lessened in place. • T 0001 COVERING MATCRT 137 ROOFING SYSTEMS (TGFU)- Continued ' CA( folioed Aluminum Coating at 1.1 /? gal /sq. Yea. i I l: IntIlns: 1/1 !mutation (optional): Pellite fixer glass. isocyamaete urstMO*. penile/ ilucyseulats iuuiyulue 01 pheni.it . Rase %heel: wse cal raw.• Idyll% Type G? Or G3 base sheet. hot moppeJ 01 0lc1Ii.nu•lly Ie:IcusJ. Ply %heel (Uyllun•I): One or mole layers Type GI. hot mopped in place. nblaue; "N..Lriu,J Mop 111' Gs ' 1Iul.et..W p 1113 IM° (ylanule). I. Ceti. 117 lnslllatloll (optional): Pro r.. fiber glass. iloeyanulat• cuulpu.sle 01 es uuli.. ufl% Odle %heel: Uue 111 male In •...i 1 1110pped us Illerlw.a. ally la :leuc Ply Shawl (Optional): Une•O1 101.1 • avers of Type G•1. hot mopped in place. Membrane: One layer of "Rubrir loic ' or 'Ruberoid Mop' (smooth) Meo1W•ne: Una Iayea cal 'Its clout loot N' Of 'Nubeioki Mop fN' (gienule) 17. Dsc1: M1. Insulation (Optio 11): Polite lit uocthane. peoloie, ow Oise Shyel: User us u• 01 nieclw,UCalle Wei Ply Sheet (Option : put i nee Dyers Type GI hot mopped in place. MemYl:ne: Uu • ayes cal " N..I. '.J Mop tN' Of '*M11114iut M0p I/O fR' (9141ioule)• 1a. Desk.ISC• r • Incline: 1/2 Insulation (Optional): Peotite. fiber glass. wood fiber, isocyanurate, urr1110ne, pellilciI a yai1111ate composite or phenolic. Base Sheet (0ptionel): One or more layers of lype G•2 or G•3 base sheet. hot plopped or mechanically listened. Ply Sheet (Optional): line of mule layers of Type C•1. hot mopped in place. Membrane: One layer of 'Ruberoid Torch' (smooth). 'Ruberoid Mop' (smooth). Membrane: One Dyer of 'Ruberoid Torch FR' (granule). 19. Deck: NC twee: 1/2 Insulation (Optional): One as more layys of perlite, glass fiber, isOCyanulate. ulrlhalir, pelllte /ilocyanuratt convoke Of phenolic. any thickness. Base Sheet: One or more plies C1 or G?, hot mopped or adhered with Karnal Clormical C0 'No d1' 01 GIIdon•NOmen'Nu, 6160 cold applied adhesive at 1.1/2 gal /1q. Membrane: One layer of 'Ruberoid Mop FR' or "Ruberoid Mop 170 Fr (granule). hue uwpped 01 a with Karnak Chemical Co. 'No. 11' 01 Cibson•ttumaii No. altar cu1J applied adhesive at 1•I /2 20. Dock: 0.15/71 111cllnes 1/4 Insulation: Polyisocyanuate. any thickness. Base Sheet: 'I AII.IAS in" (lype 62). mechanical! attached. • Membrane: One o1 mote piles of 'Nubl tioId Torch ( smooth). Membrane: `Ruberoid Iuo.h IN` (granule). 21. Deck: C•15/12 hullm 1/2 Insulation (Optional): Polyisocyanurate, wood fiber. perlite, glass fiber any tlseclnel.. lout mopped 01 Inethamcally fastened. Base Sheet: One or mule plies of lype G2'GAIGIAS 1)S' 01'Ruberoid 20 FN' base sheets. hot mopped or mechanically fastened. Membrane: One 01 moor piles of "Naimoli, 30 FR' hot mopped in place. 22 Oak: C•15/32 larliom: 1 Insulation (optional): Polyisocyanurate, wood fiber. perlite, or glass fiber any 11.ii iles5 hid mopped 01 mechanically fastened. Base Sheet: One or more plies of Type G ?'GAfGIAS 17S' hot mopped or mechanically fastened. Ply Sheet: One or more plies of 'Ruberoid 20' or 'Ruberoid 20 iii"hot mopped In place. �" Membrane: One or mote plies of 'Ruberoid 30 FR', hot mopped in place. Class B•Fully Adhered 1. ; Deck: C•15/32 - Incline: 1/2 Insulation (0ptiontl);'0ne or more layers perlite. wood fiber. glass fiber, isOCyallusale. sat-Wane. perlite /uocyanurate composite. perlite/ urethane composite. Mcod•fibel /lsocyanuiate composite. phenolic, any thickness. Base Sheet: Two or more layers of GAF G.1. G.2 or G•3 base sheet, hot mopped or mechanIsatly.lasteised in place. Membrane: One or mule laylns of "N..beiOld Torch' (smooth or granule), Nutseruill With hut ( granule) "Nube101J Mop' (111500111 Or granule) or cynur•te. urethan:, perlite/ 6 on. hum 50I1a. s G 2 o, C.1 Vase sheet, hot Way 1 glass, wood fiber. isocyanurate. u.■rale • Palle on phenolic. I 11 type 61 in G3 base sheet. hot mopped • 5' 11; I I� I • ;I r•, a� r • • :i - Meatbt� sae ' Type: •••••••••:•' APP ' :C:: • ...•�'1 ... r • • D '1 • _ :w %�'•` '. Wood Non - insulated New Construction or Rcroof bi;; ;•, : Deck Description::• greater ' / • or greater plywood or wood plank deck • • "'"'S s em . � 7 Bas e sheet mechanical) fastened. � «:.� y General and Snie Liruitations shall apply. T 7 . 141k } t �'ty 4 r??+.c: iF • .• Sheet"��.; ? .V.G FGL','AS ®� N75, GAFGLAS #80 UltimrTM Base Sheet, GAFGLAS® PLY 46, •-'� ..y> 1. +a' +tA GAFCLAS® PLY 6 ®, GAFGLAS FlexPly"'' Base Sheet,GAFGLAS® : - ' �r'0"1•%3 ;.act''STRATAVENT® Nailable, RL)BERC)ID Modified Base Sheet or RUBEROID® • ;�, pti:tCv.t`lwpa 20 40 to the deck with approved annular ring shank nails and minimum 1'1 tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the sheet in the field. (Optional, required when using RUBEROID 20) one, two, or three plies GAFGLAS PLY 4 ®, GA FGLAS® PLY 60 PIy or GAFGLAS Flex PIy 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibslsq.. One ply of Ruberoid® Torch Smooth, Ruberoid6 Torch Granule, Ruberoid® Torch Plus Granule or Ruberoid® Torch FR torch applied according to manufacturer's application instructions. (Optional) Install one ofthe following: 1. Gravel cor slag applied at 400 lb./sq. and 300 Ibfsq. respectively in a flood coat of approved asphalt at 60 lb./sq.. 2. •• GAF Premium Fibered Aluminum Roof Coating, at 1.5 gal /sq. or GAF WeatherCoat® Emulsion at 3 gal. /sq. (Torch Smooth applications only) h� PI St L Membrane: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Spat ttauon No.: • •45 psf (See General Limitation N7) 'A'. See General Limitation #2. 2 ":12 "; See General Limitation N3. • Page '21 of 61 Lit - - . -•_-_ • • Roofing Product Convol Examiner • MIAMI SHORES VILLAGE APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement ur rile 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, anti 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 bc kept at building during progress of the work. ,�y/ Date..._..._......_.... _.. / _._ _......... ,19., Owner's Name and Address .. //. rr 4 e . eA .. ._. No..._ . . . ._ ....... Street_ _ ......_ .. _ Registered Architect and /or l�{�gincet•.!L 7 Ye s Name and address of licensed contractor l5: ..5 Location and legal description of lot to be built on: Lot Block Subdivision BUILDING INSPECTION DEPARTMENT At.- -• (S'/c ES �L•y State work to be done and purpose of building (b floors L ��l_lJlcll.e -, -4 t7 ,Z Street and Number where work is to be done f , ... .,... 91.._. ›. cw Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation 00 Estimated Total cost of improvements $ 7�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 Stith the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to bc 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 pSrf9rmed under this pcnnit, as are licensed by Miami Shores Village. ^ J� Remarks (Signed 1C�• -x I�` 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 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 fads therein by him stated are e. (f, Permit No.._ �!! Date 1.._._._ Read, Sworn to and Subscribed before me. Disapproved Date Notary Public, State of Florida (Signed) Building Inspector o af A ir/ �r.. �../..• ?.���.7',('f��+.,,,•,.'�•�•�5;� ` } .4 --. Q. and for no other purpose. My Commission Expires .. to me well known, PLANNING BOARD DATE Chairman Member \Icrnber 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 SI.00 will be charged when such re- inspection is made necessary by Improper notice for inspection or faulty materials anti /or workmanship. fi 0 Ef.0 u.v prc a,ea S '3 = 3509.1 12.4A_ x 21-ID 2q?■• ( 2o,0 A - 25: 1 1C' = 51,5 513,2 2 ► i5 x 13.83 = q3.5 32 i o4 x 50 • _ I �►� 5 2 - -- . 21.5 ((5,3 E L E v Q7' o QoF S LoPE X0,11 3 3" = 3,11 io ° Oa l,. of21,Lis 21 2,8 x V3, r1. ° 311 ►� ` (1.1o?-7a�E s i00 3 501. l 2352.4 F 7iLE _ Dit poor - 7 L 00t2, `(o : t i E (1Rt, To 7100( -, t E V Q `r c o N 3 15.2'2 �--- a 8.5 0 lA N O" Cp C, -V D�.. t 3`i' _ e y ` , c 'ct" ss.. zed' S 1 I 0 1 2'S 1 ' 2� C" . -- . 9 L I G 23.c 12`\5) °\r 5/ , GA-R,11‘ • cD J 18 -" 1 3So9. A - Z r = 85 % Cz = 2 ._o 3 z2. 1885.g ct 10 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.. MIAMI SHORES VILLAGE Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 1____ State work to be done and purpose of building (by floors) &). No /2..g Street_ Date T 3 New Building Remodeling Addition r Repairs No. of Stories *,,,_ rries j � To be constructed of Kind of foundation Roof £/ --oof Covering_.. 4. r 3 iv Estimated Total cost of improvements $ 1 )/4 " 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 to he building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed ).,,X 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 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 '— Permit No..._._ ..__� a Disapproved (Signed) . B ilding D ns Date .__ — )J' — 6 f ector Read, Sworn to and Subscribed before me. and for no other purpose. Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member ..... Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. MIAMI SHORES VILLAGE APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the buiid. 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..._..._ ._.._...August 5 __._....,19..76 Owner's Name and Address John Ohl m a n n — N o 12 9 8 Street_..... N . E. _ 9 7th St. Registered Architect and /or Engineer ,,.... . ,.,. - ,.,,, :,.. -,- ,,:1/2...19:,,,:, ,..... Name and address of licensed contractor f ) b e n o u r Roofing Co. 7357 N. LAI . G1 a i m i C t. Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done _ _..._._.. — ...._ Remove roofing and front and rear porch State work to be done and purpose of budding (by floors). _ and replace with 4 ply asphalt and _gravel roofing_. New Budding Remodeling Addition Repairs X No. of Stories To be constructed of Kind of foundation Roof Covering 4 s q s . Estimated Total cost of improvements $ 506 E . 00 0 Amount of Permit & 5 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 wont to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No..__-- _._..F-. Disapproved (Signed) Date Date. Building Inspector PL Chairman Member Member ...... - ---- ._..._.�._.. Council Approved BUILDING INSPECTION DEPARTMENT NOTE: A charge of $1.00 will be made for making corrections the Planning Board. A re- inspection fee of $1.00 will be charged materials and /or workmanship. Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires NNING BOARD _.._......DATE Member Member Member Date Disapproved or changes to this application after approval ha and for no other purpose. to me well known, Date s been obtained from when such re- inspection is made necessary by improper notice for inspection oe faulty