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357 NE 97 St (5)GEOTECHNICAL EORONMENTAL HYDROGEOLOGY ASBESTOS Mr. George Mesk Dear Mr. Mesk . TEST NO. kahliW /III /ter' `Maim ,\a New wilmommowir DYNATECH ENGINEERING CORP. Miami, October 2, 1995 G.P.M. & ASSOCIATES 15476 N.W. 77th Court Miami Lakes, FL 33016 Re: Permit No.: 38058 Cheryl Fredricks Residence 357 N.E. 97th Street Miami Shores, FL In accordance with your authorization, DYNATECH ENGINEERING CORP. , has performed an Uplift in compliance with protocol PA -106 and the South Florida Building Code on August 29, 1995 at the above referenced project. Dynatech Engineering Corp. is a certified Dade County Testing Agency. The purpose of our inspection was to determine the uplift capacity of the existing roof tiles for the one stdry residence at the above referenced project. On August 29, 1995 our field engineer visited the site and conducted Forty -five uplift tests on the roof tiles. All tests were performed according to the South Florida Building Code Section 3404.3 and protocol PA 106 -95. The following is a summary of results : The subject Roof consisted of Flat roof tiles Mortar set. - Field Test Results are : TEST LOCATION 1F See Attached Diagram 2F See Attached Diagram 3F See Attached Diagram 4F See Attached Diagram 5F See Attached Diagram FIELD UPLIFT PULL TEST Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING 750 West 84 Street, Hialeah, FL 33014 -3618 Phone (305) 828 -7499 o Fax (305) 828 -9598 Page No. 2 357 N.E. 97th Street 6F See Attached Diagram 7F See Attached Diagram 8F See Attached Diagram 9F See Attached Diagram 10F See Attached Diagram 11F See Attached Diagram 12F See Attached Diagram 13F See Attached Diagram 14F See Attached Diagram 15F See Attached Diagram 16F See Attached Diagram 17F See Attached Diagram 18F See Attached Diagram 19F See Attached Diagram 20F See Attached Diagram 21F See Attached Diagram 22F See Attached Diagram 23F See Attached Diagram 24F See Attached Diagram 25P See Attached Diagram 26P See Attached Diagram 27P See Attached Diagram 28P See Attached Diagram 29P See Attached Diagram 30P See Attached Diagram 31P See Attached Diagram 32P See Attached Diagram 33P See Attached Diagram 34P See Attached Diagram 35P See Attached Diagram 36C See Attached Diagram 37C See Attached Diagram 38C See Attached Diagram 39C See Attached Diagram 40C See Attached Diagram 41C See Attached Diagram 42C See Attached Diagram 43C See Attached Diagram 44C See Attached Diagram 45C See Attached Diagram Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40. LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Test results were found in compliance with the South Florida building Code and protocol PA 106 -95. Pursuant to Section 7.3.2. of PA 106 -95 a copy of this report shall be forwarded to the building official. Page No. 3 357 N.E. 97th Street Test results are limited to the tested areas. If other roof areas exhibit different conditions, it should be brought to our attention for remedial work. The test results presented reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof conditions are continuously changing due to exposure to the elements. It has been.a pleasure working with you and look forward to do so in the near future. Sincerely yours, ssa Revie e• By : Wissam Naamani, P. E. DYNATECH ENGINEERING CORP. Engineer Florida Reg. No. 39584 Special Inspector No. 757 WN /sd y9 ZS 2 zL. *44 43 L► ZS 1 3 t7 29 La Sc. 5 7 28 So 1* n. 4 Z •11 1� V1. SL It. ►2 ►y as 39 N. 97 STa.ECT Client: Project: I)YNATECII ENGINEERING CORP. G • e. r 1 e A33aQ\ 4 357 we' q? S MEET r4mAre ■ SEL6Q,L� GLAQ1014 Scales K•-r• Dale, g. 29.95 Drown Dp GG, Itevi.etlt \N • 111 Registered Architect and /or Engineer Name and address of licensed contractor Disapproved Date (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in ccmpliance 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 31._ s Robertson,_ No 357 Street NE 97 th St. None aiffen Hoofing Co., 236 Aragon Ave., Coral Gables. Location and legal description of lot to be built on: Lot 19 Block 42 Subdivision Miami %ores 1. Street and Number where work is to be done 35___ _.____F_'a_.____97th St... State work to be done and purpose of building (by floors)___ R OQfing 010,.e atom Tile hoof ------- - - - - -- and for no other purpose. New Building_____ Remodeling Addition Repairs X No. of Stories 1 To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 995,00 Amount of Permit $ 2 Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot r , 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 Giffen___ caafing___Ca.__, 236 Aragon Ave,,_ Coral Gables, Fla. 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 contrac ors ors ontractors employed by him in the work to be performed under this permit; and will post or cause to be posted for in . do, n site o the work such blic notice or notices as are required by the Act. The undersigned agrees to employ only such sub a• • on ork to be perfor 1 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 S..__ C. Raymond to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the ContraetQD of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No Date Read, Sworn to and Subscribed before me. Date June 27, , 19 47 Notary Public, State of Florida Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Application is hereby mode for the approval of the detailed statement os me 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 APPLICATION FOR BUILDING PERMIT Registered Architect and /or Engineer ........... Name and address of licensed contractor - l (1 e Las' y is MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT JJ .. A No.35.7 . Str Kind of foundation Locatiop 4cga A scription of lot to be bbuuil n: Lot / �� // Block '/C.A Street and Number where work is to be done State work to be done and purpose of building (by floor!) .E.' :.� ) /' /tl /.'- . .... - - - a - f. 6. -c � .a::Y. .�3.� —•-" /...: live itZ -. .: a 4s'h4 ( .1 te N c c /� .� _ _ , New Building Remodeling Addition Repairs To be constructed of Estimated Total cost of improvements Subdivision. ... ,42/A2.1__ .._ // . D, 11.2 Roof Covering Amount of Permit $..�� l 1 Zone cubage required .Plan Cubage Distance .to next ne. rest building Size of Building Lot Msaxiunum 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 arc required by the Act. The undersigned agrees to employ only such , ,tybaoatractors, on work to be performed under this pcnnit, as are licensed by Miami Shores Village. Remarks (Signed) Notary Public, State of Florida - 7: R4 f and for no othey� "pose. No. of Stories ( l ( l STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true.. Permit No..- _wYl ! ! Date z t 5 Read, Sworn to and Subscribed before me. Disapproved .. t Date.. (Signed) Building Inspector My Commission Expires _.... ..._.._._, PLANNING BOARD DATE Civair:nan Member Member Member Member .. _.....__....._..._._...._....._ Member Council Approved Date Disapproved Date NOTE: A charge of S1.00 will be made for making corrections or changes to this application after approval has been obtained 'iron the Pl.uinir.. Board. A re-inspection fee of $1.00 will be charged when such re- inspection is made necessary by Improper notice for inspection or faulty materials and /or workmanship. Date Legal Description PERMIT APPLICATION FOR MIAMI SHORES VILLAGE �� ' ST� �, 3 3 7 Nk 9 � ,� %'` Job Address Owner / Lessee / Tenant C NEk y c/eE // 'fie /' Master Permit # Owner's Address :357 IV 97- / ` /4)gff 'I/ 5//6 S Phone 9fl" Contracting Co. O/ )/ /O - � State 44( Municipal # Competency # �+ / I.6 3 I Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one):oILDI ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION k:00 /h cx lThi� &) 4f/tIce 77 k)66/9 670 4 K 6 - 4/ ',a ford / 0 j/C-1fr r5 e #r chic r - A S Ft. r f �' Estimated Cost(value 6 e' / (�- 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 .- with all applicable laws regulating construction and zo g. Furthermore, I thor 0'- above amed contractor to do the work stated. au 8/c / 7 4. �z nd /or Condo President Sign Date: APPROVED: are Notary as Owner and /or Condo resident My Commis on Expires: ** * * * * * * t ..t. . * * * * * * * * * * . ,. .1 O FEES: PERMIT O ) RADON C.C.F. S NOTARY TOTAL DUE C).4 6''C) 1 Fire Other Zoning Buil in: %/ / Electrical Mechanical Plumbin Signature Date: Notary My Co Tax Folio /i/ ..S?e to Contractor o fission Expires: uilder er- Builder Engineering tr A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. /1 3 p U / 3 57'2 1 STATE OF FLORIDA: _ _ COUNTY OF DADE: 958263329 1995 JUL 05 12:01 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 3S7 R <' j/t/ 5 (o T /A / /.( /r.\ 2. Description of improvement: 0244O ff ?2 0 0 ----- 3. Owner(s) name and address: 2/) / L2, C 1( 3S"7 4lE 4'1 57- / [" Ho f S /l Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 2 1 ( / /0 7o l sw (-1 () ftv Pk K .94-R l /Cj 33023 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date - cified) Signature o ner Print Owners Name Sworn to and subscribed before me this S day of viv 17 , 19 . Notary Public Print Notary's Na My Commission Expires: OF rt-'` NOTICE OF COMMENCEMENT '�. :1C, CC7 fl:23 Gondod t3y HAI ,r:l :"il'r a:C Prepared by: Address: 3 to (S `9 d f ( -33o 2_3 12391.52 2193 Job Address: 3. n / J 1— 123.01 -158 APPENDIX 'E' METRO -DADE UNIFORM BUILDING PERMIT SECTION II MORTAR OR ADHESIVE SET TILE SYSTEMS 1. General The information provided in this Section is required to confirm Product Control Approval of the proposed tile system assembly; confirm compliance with the wind load requirements of Chapter 23 of the South Florida Building Code (SFBC); and confirm compliance with Sections 3403.5 and 3404 of the South Florida Building Code. 2. Documentation The following documents are required for submission with the Uniform Building Permit application: ► Two (2) copies of the proposed tile system assembly's and associated roofing component's Product Control Approval(s). ► One (1) copy of the tile system assembly and/or roofing component(s) manufacturer's published application instructions and literature. ► All documents attached herein, filled out and completed in full. 3. Project Information Check one of the following: ❑ New Construction 3 Re -Roof Note: Mortar or adhesive set tile systems are not acceptable as recover applications. Contractor: ( fee9, 44 - Process No. Mortar or Adhesive Set Tile Systems Page - 1 Is the deck solid shea ed? (circle yes' or 'no') (yes no Deck Type (check one of the following: ❑ Nominal '/2" Plywood (for re -roof only) ❑ Nominal '4" Plywood ❑ Wood Plank ❑ Other (fill in) Roof Pitch (fill in): k " : 12" Note: Mortar or adhesive set tile systems shall not be installed at a pitch greater than 7'/: ":12 ". Mortar or adhesive set tile applied at a pitch greater than 5 ":12" and less than or equal to 7 ":12" shall have the first three courses of tilt nailed with not less than one nail per tile. As an alternate, the first three courses of tile may be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not less than ' / which is mechanically attached to the sheathing with not less than one nail per 2 R'. Circle 'ves' or 'no' for each of the following: Have you attached two copies of the tile system manufacturer's Product Control Approval for the proposed tile system? no Have you attached a copy of the tile system assembly and/or roofing component(s) manufacturer's published, application instructions and other literature no Is the proposed underlayment approved for use with this tile system assembly? no • 1_ Job Address: 3S9 / VL 1 ✓ 5 T Project Information (continued): Contractor: If the proposed undcrlayment is self - adhered, have you complied with the venting requirements of Section 2913.3 (b), (c) and (d) of the South Florida Building Code? yes no Are all related accessories approved for use with this tile system assembly? no Are the proposed edge metal attachment fasteners in compliance with the requirements of the South Florida Building Code (minimum 12 ga. annular rinJank, corrossion reisistant nails)? no 4. The Tile System Assembly: The following information is required to confirm compliance with Subsections 3403.5(a) and (c) and Section 3404 of the South Florida Building Code. Tile: Tile Name: /� Manufacturer: /11 O A) / fi Tile Material: ❑ Clay • Concrete ❑ Other: Product.Control Approval Number: Mortar or Adhesive: Check one of the following which apply to the proposed tile securement for use with the proposed tile system assembly: Mortar or Adhesive Set Tile Systems Page - 2 CHoeliey7o7 If(N /A Underlayment: Mortar: Manufacturer: OgWK Mixing Ratio: ❑ Adhesive: Type: Manufacturer: Tile Fasteners (for first three courses if roof pitch exceeds 5 ":12" and is less than or equal to 7 ":12 "): Check one of the following which apply to the proposed tile fasteners (for the first three courses) for use with the proposed tile system assembly: E( Minimum 12 ga. galvanized roofing nail: Length: O Other: Type: Length: Process No. Note: All tiles shall be installed in compliance with the provisions set forth in the tile system assembly manufacturer's Product Control Approval and the minimum requirements set forth in Subsections 3403.5(c) and 3404.2 of the South Florida Building Code. Tile fasteners in the first three courses (if applicable) shall be of sufficient length to penetrate the sheathing a minimum of 1" or through the sheathing thickness a minimum of / ", whichever is less: The following information is required to confirm compliance with Section 3403.5(b) of the South Florida Building Code. Job Address: 351 L J L 1 1 7 S Contractor: ( . '/ b' - i _ j /G'/:- Process No Underlayment (continued): Check all of the following which apply to the proposed underlayment for use with the proposed tile system assembly: ❑ ASTM #30 asphalt saturated felt with: Manufacturer: � '' ❑ ASTM #15 asphalt saturated felt with: Manufacturer: 0 Mineral Surfaced Roll Roofing with: / Manufacturer: /a e<� ❑ Other: Type: Manufacturer: Underlayment Fasteners (if applicable): Check one of the following which apply to the proposed underlayment attachment: Er Minimum 12 ga. electro - galvanized roofing nail with minimum 32 ga. x 1' / tin cad . Length: / Manufacturer: ❑ Other: Type: Length: Manufacturer: " O 19" overlap 0_,6" overlap E1 4" overlap O 19" overlap O 6" overlap O 4" overlap O 19" overlap O 6" overlap E>h 4" overlap Mortar or Adhesive Set Tile Systems Page - 3 Spacing (per tile system assembly Product Control Approval): Field: / " o.c. Laps: fa " o.c. 5. Related Accessories: Edge Metal (refer to Section 3408.2 of the South Florida Building Code : Type: Dimensions: itA.1- Gauge or Thickness: Finish: Note: All edge metal shall be nailed on the flange and nailed or clipped at the face in compliance with the provisions set forth in Dade County Protocol PA 111, marked Appendix 'U' in the South Florida Building Code. Adhesives (check one of the following): ❑ Cold Adhesive: g Flashing Cement: Type: Manufacturer: Type: Manufacturer: Asrm 9 x76 Job Address: 3 5 h/(. ! Sfr Adhesives (continued): Additional Notes: Note: Application of adhesives shall be in compliance with the Roofing Component Product Control Approval and the minimum requirements set forth in Subsection 3403.5(e)(4)(cc) of the South Florida Building Code. Ventilation System (check one or more of the following): The following information is required to confirm compliance with Subsection 3401.4(e) of the South Florida Building Code. O Ridge: Type Size in Soffit: Type ec> 1- Size Note: If underlayment is comprised of a self - adhered membrane, both soffit and ridge ventilation systems are required, unless a base sheet is applied as an anchor sheet below the self - adhered underlayment. Note: The Tile System Assembly shall be installed in strict compliance with the application instructions enumerated in the Product Control Approval. A permit shall be issued for application of the specified Tile System Assembly only. Any change to the specified Tile System Assembly shall require submission of a revised SECTION II with a copy of SECTION I, noting the permit number issued. Contractor: et4l61'y ,t44/6. Process No. Mortar or Adhesive Set Tile Systems Page - 4 Job Address: 359 9 1 7 5(- 1 7 S (- Contractor: Olaf RAO C/0 Process No. Ridge Venting: (t/applicable) Deck: A x 6 Type: l� Thickness: Underlayment:46 ° 1 1 z faCEIC Underlayme st:_ Fastener: �, / GA) 04 12" FILL IN APPLICABLE ROOFING COMPONENTS WI IICI I MAKE UI' TILE SYSTEM ASSEMBLY. INSERT ANY ADDITIONAL LEADERS INDICATING ADDITIONAL ROOFING COMPONENTS NOT SHOWN ON THIS PAGE. ( Where Roofing Componcnt not used in Tile Systcm Assembly, fill in with "N /A ". ) Head Lap Dimension: 2" (minimum 2' unless otherwise specified In the site system assembly Product Control App,ora!) n / Mortar /Adhesive: p J L iL Tr? Tile: t f C Q M / i t Tile Fastener: Existing or Proposed', Soft Venting: 9 d/ ✓ Edge Metal o l Fastener: 014/ Bird Stop: p� 7 p� (1/applicable) s_N�/ Rl Edge Metal or Gutter: DETAIL #1 Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 5 Job Address: 3r7 NE 99 sr Rid e eight: EaA, Height: Roof Mean Height / feet feet /2 eet Contractor: BUILDING INFORMATION #1 Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 6 4 /1;ti/‘— Process No. Insert Building Ridge Height, Eave Height and Roof Mean Height. Also insert applicable information pertaining to the building below. (See ASCE 7 -88 Fact Sheet Attached ) Exposure Catcgory: Classification Category: Al I- lurricance Occanlinc?: Y N Basic Wind- Specd -at Building Location 110 mph Building Condition based on % of openings: (See Table 9 of ASCE 7-88) Ground Level Job Address: 3_, sr Contractor: � f><=,fb1 aeic— Process No. The undersigned certifies that the Mortar or Adhesive Set Tile System Assembly is in compliance with the plans, specifications, and details submitted by the architect. STATE OF FLORIDA - COUNTY OF DADE Before me this day personally appeared who, being first duly sworn, deposes and says that all information submitted herein is true and correct. Licen d Contracto Signature Sworn to and subscribed before rqd :this;•., th day of 19 t — c. ;. 1:0,, Qt.:2UO323 e My commission expires: �' , - Ban&L d rL�jAI k' OF Notary Public State of Florida 47 Mortar or Adhesive Set Tile Systems Page -8 • Job Address: ss 7tie q s✓ Contractor: OW/ oe /'1t" Process No. Sketch Roof Plan, indicating all dimensions, slopes and any roof top equipment. Also insert variable labeled "a" which rcprcscnts perimeter and corner dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7 -88 Fact Sheet Attached) BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 7 • • • • \ Monier Roof Tile . _ 1900 Northwest 2 I st Avenue Fort Lauderdale, FL 331 I WILDING CODE COMPLIANCE DEPARTMENT SUITE 1003 METRO -DMbE FLAMER BUILbINO 140 WEST MOM STREET MIAMI. FLORIDA 33130.15e3 PRODUCT CONTROL NOTICE OF ACCEPTANCE FAX (O 378 . 2 ooe Your application for Product Approval of Monied ;Qof Til IVIst19r or Adhesive Sal Conctefe "llerntudn FIne Roofing Tlh; under Chapter Il of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by Redlnntl Technologies, The Center for Applied Engineering, Inc. and I'rofesstonnl Service Industries, Inc. has been recommended for ncceptnnce by the Building Code Compliance Department to be used in Dade County, Floridn under the specific and stnndnrd conditions set forth herein. 11te approval shall be valid for n period of three years. The Building Code Compliance Departient reserves the right to secure n product or material al any time for n . johsite or manufacturer pinul for quality control testing. If product or material fail to perform in the npproved manner, the Code Compliance Dcpathncnl may revoke, modify or suspend the use of such product or material immediately. 'Mc Building Code Compliance Department reserves the right to require testing of this product or mnlcrinl should any nmendmcnts to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the Manufacturer. rltoDUCT NO. : ACCEPTANCE NO.: 94-1221.4$ EXPIRES: DEC 21 1997 - PLEASE NOTE - TIIIS 1$ TIIE COVERSIIEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and npproved by the Building Code Committee to be used in Dade County, Florida. under the conditions set fortis above. 1994 APPROVED: • METROPOLITAN BADE COUNTY, FLORIDh METRO•DADE FLAGIER BUILDING. Raul Rodriguez Product Control Division Supervisor Charlespanger, I'.E., Direct 13uilding Compliance Department Metropolitan Dade County Applicant: Monier Roof Tile 1900 Northwest 21 st Avenue Fort Lauderdale, FL 33111 Category: Prepared Roofing Sub- Category: Tile Type: Mortar Set/Adhesive Set Sub -Typg: Concrete PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL System Desolation Product Control No.: 94- 1221.08 _ Approval Date: E' 2 7 1994 Expiration Date: DEC 2 7 1997 Monier Roof Tile is n member of the Redkmd Group, n world wide producer of primary building products and roof tile. Monier manufacturers concrete roof tile for nail -on, mortar set or adhesive set applications in plants throughout the United States ranging from Washington State to Florida. All tilt is manufactured from extruded concrete consisting of Portland Cement, plasticizer, iron and metallic oxides, and blended nggregates. :l'Itisltnduct Contro Apptoythelntes lc/Mother's "Ilcrmud& lat" tilt mac. LRcfdoJ QsluclSoulrt LAppt:oYnls_fouth Uilearofilks. Monier sells tile systems through local distribution and directly to consumers. All profiles have matching trim pieces used for rake hip, ridge hip, and valley terminations. Tile system accessories such ns underinyment, ventilation systems and fleshing systems are also available. These accessories are manufactured for all profiles and form a part of this Product Control Approval. Monier's "13erntuda Flat" roof tile has been tested in compliance with the South Florida Building Code requirements for concrete, mortar or adhesive set tile applications. The minimum roof slope for Monier's "13ermda Flat" mortar or adhesive set tiles shall be 2 ":12 ". See the "Profile Drawing" section in this approval for the "Bermuda Flat" profile drawing. The Monier "Bermuda Flat" tile profile has been tested for both wind characteristics and static uplift performance, therefore, any consideration for installation shall be done ns a 'Moment Based System'. Data for attachment calculations is noted in Tables 1 through 3 of this approval. Contact: Reese 1-1. Moody Technical Service Accessories Manager 1900 NW. 21st Avenue Ft. Lauderdale, FL 33311 (800)432 -2715 Raul Rodriguez TRADE NAMES OF PRODUCTS MANUFACTURED OR LAIIELED DY'A,PPLICANT Test Product Product inne111196 " Specifications Descripllnn Bermuda Flat Flat 1 e 15" PA 112 Flat, interlocking, extruded concrete Tile w ® 101," roof tile equipped with two nails holes. 1''A" thick For mortar set or adhesive set applications. Trim Pieces — 1— varies w e varies varying thickness PA 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. 2 Raul Rodriguez Product Control No.: 94- 1221.08 LUAU! 1130 Felt 1143 Coated Base Sheet Minerni Surface Cap Sheet Rninproof I1 Ice and Water Shield Mopping Asphalt Flashing Cement TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS Dimensions N/A N/A N/A Lenzingtex -7_B 140 59" x 164' roll Underlayment 22 Ibs /roll 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll N/A N/A Test Sptsificatlons ASTM D 226 type 11 ASTM b 2626 ASTM D 249 PA 104 I'A 104 PA 103 ASTM D 312 type III or IV ASTM D 4586 Raul Rodriguez Product Control No.: 94- 1221.08 Product Description Saturated organic felt to be used as a nailed anchor sheet. Saturated and coated Organic base sheet for single or double ply underlayment. Mineral surfnced asphalt roll roofing for use as n top ply in n double ply underlayment system. Single ply, nail -on underlayment. Single ply, nnil -on underlayment with 2" self- adhering top edge. Self - adhering underlayment for use as a top ply in a two ply underinyment system with approved 1130 or 1143 as the base layer. Asphalt for bonding a mineral surface cap to a mech. attached base sheet in a double ply underlayment system. Cut back, asphalt based, asbestos free, ibcireinforced, trowd, rade cement for repack and flashing applications. Manufacturer generic generic generic Lenzing Performance, Inc. PCA 1194- 0527.05 Protect -O -Wrap, Inc. PCA 1194- 0714.01 W.R. Grace Co. PCA 1192 - 1116.01 generic generic Test Product Product DIntmlons Spccificntins Description M nufncturer Drip tdge min. 26 go. I'A 111 Galvanized steel drip generic min. 2" face flange edge min. T' deck flange 5 RNI Rodriguez z.. Product Control No.: 94- 1221.08 TEST REPORTS, Test Agency \ Test Identifier Test Name /Report nits The Center for Applied 4 i 94 -084 Static Uplift Testing May 1994 Engineering, Inc. vs PA 101 (Mortar Set) The Center for Applied 94 -060A Static Uplift Testing March, 1994 Enigneering, Inc. PA 101 (Adhesive Set) Redland Technologies P0631 -01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Professional Service 224 -47099 Physical Properties Sept, 1994 Industries, Inc. PA 112 Raul Rodriguez Product Control No.: 94- 1221.08 Deck Type: Wood, Non - insulated Deck Description: New construction 1° /„" or greater plywood or wood plunk. SYSTEM D: Mortar or Adhesive Set Application Slope Range: 2 ":12" to 7 ":12" Note: System D is only acceptable in this slope range. Undcrlayment: Roofing Tile: SYSTEMS Product Control No.: 94- 1221.08 Install choice of approved underinymenl system, noted on Page 1 of Dade County Protocol PA 120, in compliance with Section 3.02 of PA 120. See System Limitation 116. Install tile in compliance with PA 120 using one of the approved mortars or adhesives noted in this approval. Mortnr or adhesive shall be applied in compliance with the mortar manufacturer's Roofing Component Product Control Approval. The mortar or adhesive attachment shall provide sufficient attachment resistance expressed AS n moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA 127. The mortar mid adhesive attachment data is noted in Table 3, attached. Comments: 1. For re -roof applications, "/ „” plywood is an acceptable substrate. 2. For mortar set applications, the first three courses of tile shell be nailed with not less than one nail per tile. As nn alternate, the first three courses of tile shall be applied in mortar over n single layer of minimum 12 gn. wire mesh with square openings of not less than which is mechanically attached to the deck with not less than one roofing nail every 1 ft'. For roof pitches from 6 ":12" to 7 ":12 ", every third file of every fifth course, beginning at the eighth course, shall be nailed with not less than one nail per tile. Raul Rodriguez SYSTEM LIMITATIONS 1. The standard minimum rod'f, pitch for Monier "Bermuda flat" mortar set or adhesive set tile applications is 2" rise in 12" run (2 ":12 "). The maximum roof pitch for mortar set or adhesive set tile applications is 7" rise in 12 "run (7 ":12 "). 2. Monier's "Bermuda flat" the profile has not been tested for nail -on applications, therefore, System A (Counter - Batten Nail -On Application), System 13 (Direct Deck Nail -On Application) and System C (1 torizontal Batten Nail -On Application) do not form part of this approval. 3. System installation shall he in compliance with the system specifications outlined in this Product Control Approval. Mortar set or adhesive set tile shall be attached using an approved mortar or tile adhesive noted in this approval, the data of which is noted in Table 3 of this Approval. The method of attachment utilized shall provide sufficient attachment resistance expressed ns n moment to meet or exceed the required moment of resistance determined in compliance with Dade County Protocol PA 115 or PA 127. 4. For mortar set applications, the first three courses of tile shall be nailed with not Icss than one nail per tile. As an alternate, the first three courses of tile shall be applied in mortar or adhesive over a single layer of minimum 12 ga. wire mesh with square openings of not less than ' /," which is mechanically attached to the deck with not less than one roofing nail every I ft'. For roof pitches from 6 ":12" to 7 ":12 ", every third tile of every fifth course, beginning at the eighth course, shall be nailed with not less than one nail per tile. 5. For mortar set or adhesive set tile applications, n field static uplift test by n Dadc County accredited testing agency, in compliance with Dade County Protocol PA 106, shall be required not less than 30 days after application to confirm tole Adhesion. The results of this testing shall be reported to the Building Official and the installer stating that the application has passed or failed PA 106 testing. If the application fails PA 106 testing, the report shall stale which portion of the test was failed; Category 1 (examination for loose tile) or Category 2 (uplift testing of tile). Subsequent to testing, the installer may repair not more than 5% of Iicld area tiles and• 10% of perimeter area (i.e. ridge /rake) tile with approved tile adhesive. The installer shall place an identifiable marking on each repaired tile for future reference. Any PA 106 re-test shall not include any marked tile. 6. For mortar or adhesive set tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch prior to Jame 1, 1995 unless stated otherwise by the material manufacturer. Thereafter, 30/90 underlayment systems shall be installed parallel to the roof pitch in compliance with Appendix 'A' of Dade County Protocol PA 120. 7. All tiles shall hear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 8. The Monier "Bermuda flat" tile profile has been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with Dade County Protocol PA 115 or PA 127 shall be done as a'Mottfent Based System' Raul Rodriguez Product Control No.: 94 -1221 08 SYSTEM LIMITATIONS (CONTINUED) , 9. Applications for roofing permits shall include n completed Section 11 of the Uniform Building Permit, n copy of Monier hoof Tile's current specifications and details, n copy of this Product Control Approvnl and n copy of the Product Control Approvnl of any Roofing Component used in the proposed tile application. Reference shall be made to appropriate data for the required fire rating. 10. The applicant shall retain the services of n Dade County certified testing laboratory to maintain quality control in complinnce %vilh the South Florida Building Code and related protocols. Samples taken shall be in complinnce with Dade County Protocol PA 112, Appendix 'A'. 11. Any amendments to these provisions shall be in complinnce with Sections 203 and 204 of the South Florida Building Bode. 9 Raul Rodriguez ;. • \. Product Control No.: 94- 1221.06 Table 4: Attachment Resistance Expressed as a Moment - M, (ft-Ibf) from PA 101 Testing Tile Profile Tile Application Attachment Resistance • Mohler ®erfiiuda Plat Fldl Tile Mortar Set 30.00 Adhesive Set 118.90 Table 2: Restoring Moments due to Gravity - M (ft -Ibf) from PA 101 Testing . Tile Profile 3 " :12" 4 ":- 12" 5 " :12" 6 ":12" 7 ":12" or greater Monier Mission Barrel Tile 5.20 5.12 5.01 4.89 N/A 11 •1' DATA FOR Al TACiiMENT CALCULATIONS a; Product Control No.: 94 1221.08 Raul Rodriguez Table 1: Aerodynamic Multipliers - X (ft') from PA 108 Testing Tile Profile X (ft') Batten Application X (ft') Direct Deck Application Bermuda Flat Flat Tile N/A 0.24 11 •1' DATA FOR Al TACiiMENT CALCULATIONS a; Product Control No.: 94 1221.08 Raul Rodriguez MONIER ROOD TILE tICAO Cr lilt PROFILE DRAWING BERMUDA FLAT FLAT TILE Product Control No.: 944221.08 1 1 /,_mil ! / c - Raul Rodriguez M � E t _ � Q DAVE METf101'O1ITAN DADE COUNTY, F1.O111DA METIlO•DADE FLAMER BUILDING. BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1009 METflO.DADE FLAMER BUILDING 140 WEST FLAOLER STREET NOTICE OF ACCEPTANCE STANDARD CONDITIONS. MIAMI, FLORIDA 9919o•I5e9 • (906) W6•2001 FAX (70s) 978.2008 Extensions of Acceptance cony be considered after a new application has been filed and the supporting date, test reports no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and dale of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of Ibis product or process or a change in Code provisions shall be grounds for re- evaluation. 4. This acceptance shall not he used as an endorsement of any product for sales or advertising purposes. . 5. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration dale may 6e displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 6. Product approval drawings, where required for permit applications, shall be provided to the applicant by the manufacturer or his distributors unless otherwise noted in the Notice of Acceptance. The prints need not be re- sealed by nn engineer. 7. Failure lo comply with the Standard Conditions shall be cause for termination attic Approval. This approval supersedes all previous approvals. Raul Rodriguez Product Control Division Supervisor product Asphalt Primer Roofing Nails Tin Caps Tile Nails Roof Tile Mortar ( "TileTite o) Roof Tile Mortar ( "Quikrete® Roof Tile Mortar 1/1140 ") Roof Tile Mortar ( "BONSAL® Roof Tile Mortar Mix ") Roof Tile Adhesive (Polypro® AH 160) Valley Flashing Dimensions N /A\ 1s .,• min. 12 ga. with ' /," heed min. 32 ga. min. I o.d. max. 2" o.d. min. 8d x 2'//" or min. 10d x 3" N/A N/A N/A N/A min. 26 ga. min. 16" width Test Spesificapons ASTM D I PA 114 Appendix 13 PA 114 Appendix C PA 114 Appendix 13 1'A 123 PA 123 PA 123 PA 110 ASTM A 525 Raul Rodriguez Product Control No.: 94- 1221.08 Product Descrlptttm Cut back, nsplinit bnsed coating used to fncilitnte bonding of dissimilar materials. Annular ring shank, hot dipped, electro or mechanically ply. roofing nails for use in underlayment attachment. Corrosion resistant circular disc for use in underlayment attachment Corrosion resistant, screw or smooth shank nails for additional tile attachment at cave tile courses. Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Adhesive designed for use in roof tilt applications. Galvanized steel valley flashing Manufacturer generic generic generic generic Bermuda Roof Company, Inc. PCA 1/94- 0614.01 Quikrele Constructio Products PCA N94- 0808.01 W.R. Bonsai Co. PCA 1194- 0628.03 Polyfonm Products, Inc. PCAN V4- 0401.01 generic ' Cb6 / 2 / . Yob Address 5 99 5 7- Contractor 4L.o'r Process No. 12ao1.186 9/94 APPENDIX 'E' METRO -DADE UNIFORM BUILDING PERMIT SECTION II BUILT -UP APPLICATIONS AND ML.DiF1ED BIT - N SYSTEMS GENERAL: Type of Roof System Assembly to be Applied: Manufacturer of Roof System Assembly: Product Control Approval Number: System Number from Product Control Approval: (Attach a copy of the Roof System Assembly Product Control Approval and the Manufacturer's System Guide Specification. ) ( Note: If a minimum roof system is to be applied, describe all components within the system and list the manufacturer of each component. DO NOT complete this section if system is Product Control Approved. ) Base Sheet: Fasteners: Ply Sheet(s): Cap Sheet: Asphalt: ( Note: No insulation system is acceptable under the minimum roof category. ) Complete the following for all Roof System Assemblies: Built -Up Applications and Modified Bitumen Systems Page -1 . . Job Address:,. ,c9ii 99 :C7-- Contractor p ivy Process No. 0) ( Check' one of the following) Recover Re -roof: Proposed Fastener: If a recover, is the existing Roof System Assembly to be used as a bonding substrate ?: •If YES, has an ASTM E907 test been carried out to confirm adhesion of the existing membrane to the substrate ?: (If yes, attach ASTM E907 test report. ) New Construction (Attach withdrawal resistance test report. ) Has the deck been examined for moisture ?: Y N (Provide data confirming compliance with Section 3401.9(c) . ) THE SYSTEM: All Roof System Assemblies in the Product Approval have a variety of options. Briefly describe the Roofing Components to be used in the Roof System Assembly and attach a copy of the manufacturer's published specification: Deck: (Briefly describe) Insulation: (Type, size and method of attachment, if applicable ) Base Sheet or Ply: ( Type and method of attachment ) ftr6/ (s es i $m /� Ps 1 /(/s AA As cArg-beis "1,/ Ply Sheet(s): (Type and method of attachment ) Built -Up Applications and Modified Bitumen Systems Page -2 Job Address:. 7 i � , C / � 51 Contractor , . o � t "� � Process No. cq, At( s / 1 y- 114 ( ;,7 =lw lam,4) 4 1(S 'c /i9 (14P ,S" ,4S4 /t ,43T711 7i,4-/ ,7. - -Top Ply: (Type and method oj attachment ) Surfacing: (Type, if applicable ) Flashing Materials: (Type and method oj attachment ) Built -Up Applications and Modified Bitumen Systems Pagc -3 • Job .Address: 3,7 Ni 41 / /7 Contractor K ft Process No. • r T I inches inches inches FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP ROOF SYSTEM ASSEMBLY AND THICKNESS OF DECK AND INSULATION LAYER(S). (Where Roofing Component not used in Roof System Assembly, fill in with "N /A ".) Surfacing: ( (fa p y c l a e) Top Ply: a W s mivakI Bond' Material: GAO ' r'= ��� Ply Shect(s): � `! 2 ��� Bondin Material: 610#/ 45701 jus Fastener: I ,,„)e >v j��f 4 g/` S y��� ` S (!/bate sheet mech. attached Base Sheet: ,slf Bonding Material: (ij bare shieetbonded ) / l Fastener: ( if top intulatton layer mech. attached) Top Insulation Layer: (Iifapplicable ) Bonding Material: (1 /top tntulatlon layer bonded ) Fastener: ( if !mutation mech. auoched) Insulation: Bonding Material: ( bonded ) / _ Vapor Retarder. (U applicable ) i .La • al I i , Ai 4 il/A1 4 t . SEWN Y Primer. (I /applicable) DECK: /) 6 79 Type: Gage or Thickness: Density, ijconcrete deck: Built-Up Applications and Modified Bitumen Systems Page -4 • Job Address: f 1 7 61 Contractor g& v t / G- PERIMETER DETAIL #1: Parapet Wall Detail PERIMETER DETAIL #2: Flashing Detail Built -Up Applications and Modified Bitumen Systems Page -5 Process No. Coping Cap Gage: Fastener Spacing: _ o.c. Clip Type: Clip Gage: Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Parapet Walls. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Deck Typc: Sketch Roofing Components which make up Roof System Assembly at Perimeter Areas to be Flashed. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment C. 171 eq ' Job Address: 15 2 A) 7°) C ontractor L OD w G- Process No. • PERIMETER DETAIL #3: Gravel Stop or Drip Edge Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gravel Stop or Drip Edge. Insert-larders indicating Roofing Components names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Gravel Stop/Drip Edge Gage: Fastener Spacing: o.c. Clip Type: Clip Gage: Y�- Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Guners. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment Gutter Type: Gutter Gage: Fastener Spacing: f\f\f Deck Type: PERIMETER DETAIL 44: Gutter Detail Built -Up Applications and Modified Bitumen Systems Page -6 ' * , o "1- 14-C., • Job Address: S �� ��� C ontractor KO G- Process No. Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may eicisit. ..insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment FveGms s7, PS PERIMETER DETAIL. #5: 'Other' Detail GA 'l #s Auto 1 sV�� �� " ( s 4i 7 1&5 6asES1fCr Gears 'ft 2/ is Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may exisit. Insert leaders indicating Roofing Component names, dimensions, thickcsscs, etc. Include fastener type and spacing used for wood - blocking attachment. P PERIMETER DETAIL #6: 'Other' Detail Built -Up Applications and Modified Bitumen Systems Page -7 Job Address: 3$ 7 A'e T'2 Contractor g c, o raa6 Process No. Insert Building and Parapet Heights: (If no Parapet exists, Insert N /A ") Also insert applicable information pertaining to the building below. (See ASCE 7 -88 Fact Sheet Attached ) Exposure Category: Classification Category: At Hurricane Oceanline ?: Y _ N Basic Wind Speed at Building Location: 110 mph % of Openings: feet Building Condition based on GROUND LEVEL 4 -" feet BUILDING INFORMATION #1 Built -Up Applications and Modified Bitumen Systems Page -8 Job Address:35 7 /lie Sketch Roof Plan indicating all dimensions, any slopes, roof drains, crickets, or roof top equipment. Also insert variable labeled "a" which indicates perimeter and comer dimensions per Chapter 23 of the Florida Building Code. (SeeASCE 7-88 Fact SheetArtached)_ _ Contractor �n 0 P ' ,U Built -Up Applications and Modified Bitumen Systems Page -9 Process No. BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions J ��� Job Address: . ` / 3 Contractor' & 14 o�7 i CA- Reviewed Details ?: Notes: — FOR PLAN EXAMINER USE ONLY — Roof System Assembly Product Control Approved: Y N If NO, note any deficiencies: Design Pressure Requirements: Field: psf Perimeter Areas: psf Corner Areas: psf Note any limitations: Built -Up Applications and Modified Bitumen Systems Page -10 Process No. Y N . Job Address: 3 S / AL Reviewed Field Test Data ?: Notes: Additional Notes: Q� C.. ;�,cej Contractor / G'[:211 w 6- Process No. Built -Up Applications and Modified Bitumen Systems Page -11 Y N Plan Examiner • GAFGLAS® Specification N- B- 4 -M /P6 and N -B -4 -M Specifications General Application recommendations detailed on pages 17 -20 shall -apply in addition to the following recommendations and specifications. Application of Roofing Membrane 1. Over entire surface, lay one ply of sheathing paper where applicable. Lap each sheet 2 inches over preceding sheet. Nail sufficiently to hold in place. 2. Starting at the low point of the roof, lay one ply of GAFGLAS Base Sheet, lapping each sheet 2 inches at edges and not less than 6 inches at end laps. Nail along lap of base ply at intervals not to exceed 9 inches and stagger -nail down center of sheet in two rows with nails spaced at 18 inch intervals in each row. Use fasteners with integral metal heads at least 1 inch in diameter or square that are recommended by GAF Materials Corporation or the deck manfifacturer. (See "Special Instructions° below.) 3. Starting at the low point of the roof, mop two plies of GAFGLAS Ply shingle fashion; lapping each sheet 19 inches over the preceding sheet; solidly mopping to the underlying base sheet to provide three plies over the entire roof area. Asphalt Requirements Interply moppings of Roofing Asphalt must be applied in a continuous film and shall consist of approximately 25 pounds per 100 square feet of roof area with a tolerance not to exceed 20% plus or minus. The appropriate asphalt for the slopes involved must be used. •Slope per foot Asphalt Type Up to 3° Steep ASTM Type III 3 °- 6° HT -Steep ASTM Type IV On slopes up to 1 /2 inch per foot, Flat ASTM Type 11 may be used except in Florida, Texas, New Mexico, Arizona, and California. Surfacing Apply GAFGLAS Mineral Surfaced Cap Sheet in accordance with the application instructions on page 20, so that the laps are offset from the laps of the ply sheets. Special Instructions 1. See recommendations for use over gypsum decks on page 9. 2. Acceptable GAFGLAS Base Sheets include: STRATAVENTP (Vent Ply) for Nailable Decks required for freshly poured gypsum decks, GAFGLAS #75 Base Sheet, GAFGLAS® PLY 6®, and GAFGLAS Ply 4. For wood decks and structural wood fiber decks, when GAFG,LAS Ply 4 or GAFGLAS PLY 6 is used as a base sheet, a sheathing paper is required. 3. See "Nailing of Base Sheet; pages 18 -19. 4. For roof slopes of 1 inch per foot or more, all ply felts must be back - nailed 4 inch- es in from the back edge of the felt. See installation on Steep Roofs," page 10. UL Classification UL Class' Substrate Slope A A B NC C 2° 3' 3'/2 UL Chart Key 1. Substrate . C = Combustible and Noncombustible Combustible = Wood planks, boards, etc., plywood (min. 1 S/72 inch thickness), oriented strand board (min. '/2 inch thickness). NC = Noncombustible only . Noncombustible = Steel, poured or precast structural concrete, lightweight insulating concrete, gypsum, structural wood fiber, etc. 2. Slope Maximum slope allowed, in inches per foot. n° GAFGL SS Mineral Surfaced Cap Sheet Nailable Deck Sheathing Paper (If required) 2° SIdq Lap GAFGLAS Base Sheet (see below) GAFGLAS Ply Rooting • Asphalt • OAF MAMA CORPORATION 2° Side Lap f 24° Forth, South, and West Zones Nailable decks up to 6 inches per foot slope, except for lightweight insulating concrete decks which are limited to a maximum slope of 1" per foot. Wood, plywood, poured gypsum, precast gypsum planks, other acceptable nailable decks. For lightweight insulating concrete decks, see page 9. Materials Sheathing paper (1 ply, if required) GAFGLAS Base Sheet GAFGLAS Ply (2 plies) GAF Materials Corporation Roofing Asphalt Interplies Cap Sheet GAFGLAS Mineral Surfaced Cap Sheet (1 ply) Approximate Weight per Square 175 - 250 lbs.. Guarantees Available . Specification N- B- 4 -M /P6 N- B- 4 -M/P6 N -B -4 -M Liberty Guarantees 15 yr. West Zone only, Wood Decks. 15 yr. Lightweight Insulating Concrete. (See page 9.) 2 +10,10, 5 +5, 5 yr. 41 ilabilv • GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 PRODUCT NO. : ACCEPTANCE ENO.: ' -r- 1pt4,nt I.x4'1.RES: PRODUCT CONTROL NoTiculiArsEuAtic Your application for product Approval of GAF Cnnvcntional Built -U1) Ronfitlg Systems under Chapter 8 of the • — Metropolitan Datic County Codc governing the usc of Alternate Materials and types of Construction, and colnplct_iy described in the flans, specifications :.ud calculations as submitted by Factory Mutual Research ' orpornlion and Underwriters Lalror:11wics, Inc. has been rccotnmc . cJ for acceptance by the Building Codc Compliance Department to bc used in Dade County, Florida under the specific and standard conditions set forth '..ercir,. Itc approval shall bc valid for a period of three ;;cars. The Duildir;g Code Compliance Dcpaui cnt re:er; cs dtc r;z,ht to sc.urc a product or material a! any time fcr a job;i!c or nta:n;f,c:urcr punt for quality control testing. 1( I.:oJucl or material fail to perform in the approved :uanncr, the Co..'t' C' :,p ;ancc Department n; ay revoke, modify c r s::sp•:nd the usc of such product or material intn,:)ia ;ely. The Bu !c :::_ Codc Compliance Ucpartment ;:serves the right to require testing of this product or ntalcria: should any atnccdntc:tts to the South Florida Building Code be enacted affecting this produce or material. I!vti 1 0 1 APPROVED NOV 1 0 1994 • ti t 1 rtv•uf ut rLr BUiLUIN(i BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO.DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375.2901 FAX (305) 375-2908 i . � /. j • is J , i'rcJuct Cot :trot Supervisor - PLEASE NOTE - ;111S IS THE COVERSIIEET. SEE ADDITIONAL PACES 1012 SPECIFIC AND CENERIL CONDITIONS. IIUILI)INC CODE C0\1\111 - 1•EE l his application for Product Approval has been reviewed by the hkc!ropolilan Dadc County 1luildine, Codc Fein ;tliance Department and approved by the Buil: ug Cole ConlnriUcc to be used in Dad:: County, Florida under the conditions set forth above. • Charles Danger, I'.E., UtrcctorV Building Codc Coinpliancc Department Metropolitan Dadc County • • • • • I Product Control Noticc of Acceptance Roofing System Approv21, Applicant: GAF Materials Corporation product Control No.: 94-1014.01 1361 Alps Road Approval Date: NOV 1 0 1994 Wayne, NJ 07470 Expiration Date: i`iil'! I 1 ,91 . ! r _ Category: Membrane Roofing System ub- Category: Built -Up Roofing Type: Conventional S:J. - Typc: Fiberglass GAF Materials Corporation, a manufacturer of commercial roofing products for more than 100 years, produces a %vide range of roof products for built -up and mod :ficd bitumen iocmng systems. In aJdition GAF offers two ply modified systems to meet the demands for multi -ply SI3S modified specifications. r 1 nrovidcs warranted systems over various i'!sui:r ed and non- i ::su!a:cd substra :es, copies of which can be ot;t.rned from GAF and can be found in the "GAFGLAS Built -Up Roofing Application and Specifications" manual :rblished annually. The GAF Roof System Assemblies have been extensively tested at I a : :ory Mutual Research Corporation and Underwriters Laboratories and have been tcstcd in compliance with till requirements of the South Florida Building Code. Specific classifications for assemblies arc listed in the current U.L. Roofing Material Directory and the current Factory Mutual Approval Guide. GAF Materials Corporation products are distribctcd through a wide nctN ork of roofing wholesale distributors throughout the South Florida area. For more information on specific roof system constructions, contact the Technical Service Office, located in Wayne, New Jersey, at I- S00- ROOF -4 11. William J. Woodrir.; Director of Technical Services 1361 Alps Road . Wayne Ni 07470 (201) 628.3000 !- . ; 111(1 l r - • • • Product GAF Asphait/Concrctc Primer GAF Fibcrcd Aluminum Packing: I and 5 Coating gallon pails GAF Gaflite Roof Insulation Fastcncrs GAF Jctblak All- Weather Packing: I and 5 Plastic Ccmcnt gallon pail:. GAF Jctblak F•lashtitc® Ccmcnt GAF Miner 3! ShicId® (.:rar ulcs GAF Plastic Ccmcnt GAF Wcathcr-Coal® Emulsion GAFGLAS PIy 40 GAFGLAS PIy 60 Trade Nantes of Products 11•I:tnufacturcd or Labeled by Applicant Dimensions Packing: 5 gallon pails, 53 gallon — drums. Packir g: I and 5 gallon pails, 53 gallon drums. Packing: 60 Ib. bags. Packing: I and 5 gallon pails, 53 gallon drums. Packing: 5 gallon pails. 3' x 180'; Roll weight: 44 lbs.. 3' x 180' Roll 1 "Test Specifications ASTi\I D •l I ASTM D 2S24 PA H4 ASTM D 5.109 ASTM •'5S6 ASTM I) 1'66 ASTM ASTM D 1227 ASTM D 2178 Typc IV ASTM D2178 ProJ.:et Control No.: 94- 1014.01 Product Description GAF Asphalt/Concrete Primcr uscd to promote adhesion of asphalt to dissimilar surfaces in !,uilt -up roofing. A cut back asphalt bascd protective coating containing leafing type aluminum pigment and inorganic fibers. Insulation fastener system. Available in a variety of lengths and styles. All- \Vcathcr Plastic Cement used to install flashing and may bc applied on wct surfaccs. Coverage: I gailon/I4 ft.'. GAF JctblakT "' All- Wcathcr Plastic Ccmcnt shall Lc used for flashing a;). canoe ; only A trowel grade cut back bitumen flashing.grade ccmcnt mixture, containing inert;ani: fibers and mineral s :abiliccrs. Granules for su :facing of exposed asphalt, cold praccss or ci: dsion. GAF Mincral : 1ic1dE' Gran..:lcs shall bc t:scd for ita i ; :ng applications only. A trowel rradc cut back bitumen standard-grade ccmcnt mixture, con:nininy, inorganic fibers and mineral stabi1i:.crs. Clay bascd cmulsif:cd asphalt coaling %s ith inorganic fibers. Type IV asphalt imprcgnatcd glass felt for use in conventional and modif,cd bitumen built -up roofing. Type VI asphalt imprcgnatcd heavy duly • • i� ; 1 • • G AFGLAS Stratavcnt® Dimensions: 3' x ASTM D 4897 for nailable decks 36'; Roll weight: 69 Ibs.. GAFGLAS® 1175 Base 3' x 108'; Roll Sheet weight: 75 Ibs.. 2 ASTM D 4601 . Gil D :avian:!. r17 mouutca nitumcn built - tip roofing. I leavy duty fiber glass base sheet impregnated and coated on both sides with asphalt with or without fine mineral stabiliser. Surfaced on the bottom side with coarse mingral granules embedded in C y asphaltic coating. �,�' %'!' • • — GAFTITE® Base Shcct fastener GAFGLAS® Mineral Surfaced Cap Shcct GAFTEMP Gafglas® Flashing Gafglas® Stralavcnt® Per fo rat cd Rubcroid® 20 Rubcroid® 20 FR Rubcroid® Mop Granulc Vent Stacks (metal and plastic) 3' x 108'; Roll weight 76 lbs.. various x 72', 1'//' x 72', 3' x 72'; Roll weight: 25 lbs., 38 lbs., 76 Ibs.. 39.4" x 33.4'; Roll wcight: 90 Ibs. 39.4" x 33.4'; Roll weight: 90 lbs. 39.4" x 30.5'; Roll weight: 103 lbs.; Roll sizc: 100 ASTM D 228 PA 114 PA 114 Proprietary 36' x 3'; Roll wcig;i :: ASTM D 4397 60 Ibs . ASTM D 5147 ASTM D 5147 PA 100(A); UI3C No. 52-2; AS1 M 1) 1929 (Plas.) 635 (Metal) 3 ASTM D 5147 4 Gil Di: :r,iond, P.E. An asphalt imprcgnatcd and coatcd glass fiber base sheet for usc in conventional .and modified bitumcn built -up roofing. Asphalt imprcgnatcd and coatcd felt surfaced with mincral granulcs uscd ns thc top ply in conventional built -up roof mcrnbrancs. Polyisocyanuratc foam insulation. Bascshcct fastcncr for built -up roof systems. Asphalt coatcd glass f ibcr mat flashing sheet available in three sizcs. !navy duty perfonlcd fibcr glass base sheet imprcgnatcd and coated on both sides with asphalt, with or without fine mineral stabilizer. Surfaccd on thc bottom side with coarse mincral granules embedded in aspha tic Asphalt modified bitumcn mcmbranc, pciycstcr rcinforccd for usc in convcntiol.ni built-up roots -r'.. Asphalt modificd bitumcn membrane, polycstcr rcinfcrr.cd and treated for firc resistance, for use in conventional built -up roofing. A heavy duty, resilient, asphalt modified bitumen membrane, polycstcr rcinforccd. Uscd in flashing applications for conventional built -up roofing Onc way valve vcnt uscd to rclicvc built -up pressure within the roof system. GAF Vcnt Stacks are available in metal or plastic. • • • Product Dimensions Pyrox various AC Foam 11 various • — AC Foam -1 various Roofgrip Fastener ily -Therm AP various 11y-Therm Nail -Line various l 1y -lhcrm / Pyrox / Various \'vhitc Linc Anchorbond Fastener Nail -Titc Typc R Fa;tcncr Tcst Specifications PA 110 PA110 PA 110 PA 114 Dekrast fastener PA 114 ES -30, ES -45, ES -60, PA 114 ES -900 Fasteners Product Description Polyisocyanuratc foam insulation Polyisocyamiratc foam roof insulation Polyisocyanurate foam insulation. insulation fastening assembly PA 110 I'olyisocyanuralc foam insulation PA 110 Polyisocyanuralc foam insulation PA 110 Pelyisocyanuratc foam insulation PA 114 Insulation fastcning assembly Insulation fastcning assembly Product Control No.: 94- 1014.01 Ilasc Ply fastcning system (li,; concrete docks only) Manufacturer Apache Products Co. Atlas Encrgy Products Atlas Energy Products Duildcx Cclotcx Cclotcx Cclotcx Corporation Construction Fasteners Construction Fastcncrs ES Products, Inc. PA 114 Insulation/base sheet ES Products, Inc. fastening assembly. 4 (ill 1) :d, P.I:. • • • IS0 95 + Composite Various AL MB Aluminum Roof Coating Gripdck Fastener • — 1lcxcel fastener Hcxtra Fastener Tapcon ISO 95+ UltnGard F.'N RG'Y 11 • ISORoc Con -Titc Fastener Olympic Fastener CR -I.2 Base Sheet Fastener various V;Ho us Various carious PA 110 PA 114 PA 114 PA 114 PA 114 PA 114 PA 110 PA 110 — PA 110 PA 110 PA 114 PA 114 PA 114 5 .._._ ..,.r.... +._..�_.. �.._._ - ..... 41J; q.. Galvanized steel Base Ply Fastener (Lightweight Insulating Concrete only) Polyisocyanuratc / Ferule Roof Insulation Roof Coating Insulation fastening assembly Insulation fastening assembly Insulation fastening assembly Insulation fastening sys:••;n Polyisocyanuratc foam insulation !'olyisocyanuratc foam insulation i'otyisocyanuratc foam roof insulation Pulyisoc.yanurate fiam imula lion. Firestone Building Products Company Grundy Industries 1TW Buildcx ITW Buildcx ITW Buildcx ITWiBuildcx International Pcnmalitc Manville Roofing Systems NRG Barriers, Inc. NRG Barriers, Inc. Insulation fastening system Olympic Fastcncrs . Insulation fastening a:.scntbly CR -10 coated galvanized steel fastener. I P.!� Olympic Fasteners 01) rttpic Manufacturing Group, Inc. • • • eastcncr • CR -Bast Sheet Plate GlasFast Fastcncr Glasfast Striker Fastener Par oc Mu1t1 -Max Insulrxx Fastener Plate Fixx Fastener Rawl Drive Rawl Spike Fastcncr Rawlitc Fastener T -Fast Tru -Fast Fastener ASTM D 312 roofing asphalt various various ASTM A 525 PA 114 PA 114 PA 110 PA 1 10 PA 114 PA 114 PA 114 Pig I;•1 PA 114 i'A 114 PA 114 ASTMD312 6 steel fastener. 2.75" galvaluntc steel stress plate Insulation fastening assembly Insulation fastening system Non woven fiberglass mat insulation. Polyisocyanttratc foam i11su1a110n. Insulation fastening assembly Insulation fastening assembly Insulation fastening system Insulation fastening a:setnbiy Insulation fastening system Steel/Wood fastening assembly Insulation fastening assembly ASTM 1) roofing asphalt. Manufacturing Group Inc. Olympic Manufacturing Group, Inc. Owens- Corning Owens- Corning Partck, Inc. RMA SFS /Stadler SFS /Stadler The Rawlplug Company, Inc. The Rawlplug Company, Inc. The Rawlplug Company, Inc. Trinity Engineering, Inc. Tru -Fast generic • •ASTM.D 4 Primer Fiberglas Gypsum Shcathing Various High Dcnsity Wood various fiberboard Nails Perlite Itcd Rosin 'Tin Caps 15/3" - 2" ASTtvI D 41 • Asphalt Pruner gcncric PA 110 Fiber glass roof insulation gcncric PA 110 Gypsum Shcathing used in gcncric specific Roof Insulation AsscnibT1cs PA 110 ASTM A 641 7 Wood fiberboard insulation. Min. IJ12 corrosion gcncric resistant annular ring shank nails, ET -N• I05 -B, Type 2 PA 110 Pcrlitc insulation board gcncric Rosin paper for barrier gcncric izycr on wood decks Min..010' (32 ga.) x I" gcncric corrosion resistant disc • gcncric • Tcst Agency Factory Mutual Rcscarch FMRC 1994 Factory Mutual Research Corporation Underwriters Laboratories, Inc. Test identifier Test Name/Report s Current Insulation Fastening Requirements FMRC Approval Guide 1993 Product Control No.: 94- 1014.01 Date 01101/94 J.I. OT4A.I.AM Uplift Approval 03/26/92 J.l. 11 1V8A4.AM Uplift Approval 06/28/93 J.i. 11 IRIA6.AM Uplift Approval 11 /15 /91 J.I. 1t OT2Q4.AM Uplift Approval 10/17/91 0Q6A6.AM Uplift Approval 07/16/91 FMRC Current Insulation 01/01/94 Fastening Requirements FMRC \ ppro•:aI Guide 199.1 J.I. 3X3A2.A1M1 Wind Uplifl OS 102/94 1.1. OY9Q5.AM Wind Uplift 07f29/94 R1306, S7N1;1 1819 (,;lass A Fire Classification 01/01/93 Gil Diamond, 1)/(1. • • • .Insulatinu Types: Material Basalt \Vool Perlite Polyisocyanurate Composite Board \Vood Fiberboard High Density Wood Fiberboard Rockwoo1 IvlaxinmUm Design Pressure \Vood -60 psf Steel -45 psf Concrete -90 psf Lightweight Concrete -45 psf Cementitious \Vood Fiber -45 psf Poured Gypsum Concrctc -45 psf Maximum Fire Classificalan i`Ia's�al Classification 1','ood Class 'A' Steel Class 'A' Concrctc Class 'A' l,igl; :weight Concrete Class 'A' Ccmcntitious \Vood Fiber Class';' Poured Gypsum Concrete Class 'A' Note: Fire classifications and maximum design pressures do not reference all assemblies over all deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory for Fire Classifications. aesien Pressure Gil Diamond, P.E. 9 Cr-A11:5 // J / !� • . . i i7 0 • • • 'Deck Type 1I: JYSTEtIS Wood, Insulated, New Construction Dcck Description: 19 / 32 " or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. Insulation Fastener Fastening Fasteners Fastener • Ln.y i 141Q Detail No, Per Board Density - One or more layers of any of the following insulations. Approved Typc(s): ACFonm -I, E'INITC'Y 2, CAFTEMPO 1SOTIicrin R, E'NRG'Y 2 Plus Minimum: 1" x 3' x 4' N/A N/A N /:1 N/A Approved Type(s): ISORoc, GAFTEMP© Tapered Minimum: l" x 4' x 4' N/A N/A N/A N/A Approved Typc(s): Multi -Max Minimum: 1" x 4' x 8' N/A N/A N /:1 N/A Approved Typc(s): IHiiglr Density Wood Fiber, GAFTE11P® lligli Density \1'oo:I Fiber Minimum: '/" x 4' x 4' N/A N/A NIA Approved Typc(s): Wood Fiber, GAFTEiMI'® Fiberboard Minimum: I" x 2' x 4' N/A N/A N.' 1 N/A Approved Typc(s): Paroc Minimum: 'i:" x 4' x 4' N/A N/A NIA N/A Approved Typc(s): Pcrlitc, GAFTEt 1PO Pcrnralitc 1vlinirnum: ' /." x 2' x 4' N/A N/A NIA N/A Approved Typc(s): Fiberglas I\Iinimum: "/ x 4' x 4' . N/A N/A N/A N/A Note: All insulation shall be adhered to the anchor sheet ill full Droppings of hot asphalt at an application rate of 25 lbs. /sq. 15 %. Please refer to Dade County Protocol 1'a 117 for insulation attachment requirements. Anchor sheet: GAFGLASOt Ply 40, ply 60, 117S [lase ;Feet, STRA'I AVIiNTIT® (Vent Ply) for nailablc decks or RUBEROIDO 20 base sheet :ipplicd tothc deck with aplirOvcd / Gil Diamond, P.C. 10 `� Base Sheet: Ply Sheet: Cap Sheet: annular ring shank nails and tin caps at a fastener spacing of 12" o.c. at the lap staggered in two rows 12" in the field. Rase sheet shall serve as anchor sheet for attachment of insulation. (Optional) Install one ply of GAFGLAS® 1175 directly over the top layer of insulation. Adhere with any approved mopping asphalt at an application rate of '25 lbs. /sq. 15 %. If base sheet is applied dircctlJry o polyisocyauuratc insulation only a spot or strip mopped application ;Is detailed in this al: proval is approved; sce General Limitation 114. One, two, or three plies of GAFGLAS® PLY 4® or GAFGLAS® PLY G® Ply sheet adhcrcd in a full stopping of approved asphalt at an application rate of 25 lbs. /sq. f 15 %. (Optional) One. ply of GAFGLAS'A Mineral Surfaced Cap Sheet adhcrcd in a full mopping of approved asphalt at an application rate of 25 lbs. /sq. ± 15 %. Surfacing: (Required if no cap sheet is used) insta11 one of the following: Maximum Design fressuic: -60 psf Maximum Fire Classification: 'A'. Sec Gcncral Limita'.ioa 112. Maximum Slope: 3 ":12 "; Scc Gcncral Limitation 113. 1. GAF Special Roofing Bitumen with an application rate of 3 gal. /sq.; or Grundy AL h113.aluntinunt Roof Coating with an application rate of 1.5 ti,aI./sq.; or GAF W EA*111E1? C(JAi O Emulsion with an application rate of 3 gal. /sal.; o. GAF Fibcred Aluminum Coaling with an application rate of 1.5 ral./sq.. 2. Asphalt flood coat at an app:ication rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. Specification No.: 1- 13 -5M, 1 - 13 5 - h•1 /P6, 1- 0 -4 -G, I- 0- 4- G - /P6, I- 0 -4 -C, 1- 0- 4- C /1'G, I -04M, 1- 4- 1A /PG, 1- 13 -4 -G, 1- 13- 4- G /i'6, I- 3 -4 -C, 1.13- 4 -C /P6, 1- 13 -4M, 1- 134- N1 /P6, I -03 -G, I -03 -M, 1-B-3-G, 1-13-3-C Gil Diamond, I'.E. 11 • • :Dec1: Type 1I: Wood, Insulated, New Construction )J,eck Description: " /, or greater plywood or wood plank System Type B: Optional base sheet adhered with approved asphalt; base layer of Insulation mechanically fastened, optional top layer adhered with approved asphalt.. t 'All General and System Limitations shall apply. Insulation Base Layer Approved Type(s): ACFoamII Minimum: 1.3" x 3' x 4' Minimum: 1.3" x 3' x 4' Minimirtn: 1.3" x 3' x 4' Minimum: 1.3" x 3' x 4' Minimum: 1.3" x 3' x 4' t.linimum: 1.3" x 3' x 4' Minimum: 1.3" x 3' x 4' Approved Type(s): E'N'IRG'Y 2 Minimum: 1.4" x 3' x 4' Minimum: 1.4" x 3' x 4' Minimum: 1.4" x 3' x 4' Minimum: 1.4" x 3' x 4' Minimum: 1.4" x 3' x 4' iv1uinitum: 1.4" x 3' X Minimum: 1.4" x 3' x 4' t\linimunt: 1.4" x 3' x 4' Minimum: 1.3" x 3' x 4' Nlinintum: 1.3" x 3' x 4' Minimum: 1.3" x 3' x 4' tvlinintunt: 1.3" x 3' x 4' t■lutitnum: 1.3" x 3' x 4' 1'1 :ninmurn: 1.3" x 3' x 4' Minimum: 1.3" x 3' x 4' Minimum: 1.3" x 3' x 4' Minimum: 1.3" x - 3' x 4' Minimum: 1.3" x 3' x 4' Minimum: 1.8" x 3' x 4' Fastener Ix DckFast S/P Olympic S/P Gripdck S/P Roofgrip S/P Olympic S/P GAFTITE® S/P Olympic /G2 Plate DckFast S Tru -Fast S Olympic S/P Gripdck S /1' Roofgrip S/P GAFTITE® SIP Olympic /G2 Plate Anchorbond S Approved Typc(s): GAFTEfII'® Isotherm It DckFast S Tru -Fast S Olympic S/P Gripdck S/P Roofgrip SR' GAFTITE® SIP Olympic /G2 Plate Anchorbond S lnsulfixx S/P 1•ID Insulfixx SIP GAFTITE® S/P Fastening Detail No, [ [ (2) [2) [ [2) (2) [2) [2) [ [2) [ ?) [ [ [''-1 [ [2) [ [ [ [ [ [ 2 ) [ [ [ Gil Diamond. 12 Fasteners Per Board 4 4 4 4 4 4 4 4 3 .1 '1 fl 4 4 4 4 4 4 4 4 4 4 4 3 Fastener Density 1:3 ft' 1:3 ft' 1:3 ft' I :3 ft' 1:3 ft' 1:3 ft' 1:3 ft' 1:3 ft' 1:4 ft' 1:3 ft' I : 3 ft' 1:3 ft' I :3 ft' 1:3 ft' 1:3 ft' 1:3 ft' 1:3 ft' 1:3 ft' 1:3 ft' 1:3 ft' 1:3 ft' 1:3 ft' 1:3 ft' 1:3 ft' 1:3 ft' 1:4 ft' .7 );i>sulatiori . Fastener Fastening Fasteners base 1,aycc Type D&.iail N6. PcrJioartl Approved Typc(s): E'NRG'Y 2 Plus Nlinimurn: 1.5" x 3' x 4' DckFast S/P [2) Minimum: 1.5" x 3' x 4' Tru -Fast S [2) 1'•linimum: 1.5" x 3' x 4' lnsulfixx S/P (2) Minimum: 1.5" x 3' x 4' Gripdek SIP [2) Minimum: 1.5" x 3' x 4' Roofgrip S/P [2] Minimum: 1.5" x 3' x 4' HD Insulfixx S. /P [2) Minimum: 1.5" x 3' x 4' Anchorbond S/P [2] Approved Typc(s): Multi -f lax Minimum: 1.5" x 4' x 8' DckFast S (4) 1 I 1:2.9 ft' Minimwn: 1.5" x 4' x 8' Tru -Fast S [4) 1 1 1 :2.9 fl' Minimum: 1.5" x 4' x 8' Insulfixx S/P [4) 1 1 1:2.9 ft' Minimum: 1.5" x 4' x 8' Olympic S [4) 1 1 1:2.9 11' ;4initnunl: 1.5" x 4' x 8' Roofgrip S/P (4) 1 1 1:2.9 ft' Minimum: 1.5" x 4' x 8' Anchorbond S [4) 1 1 1:2.9 ft' t\lini,num: 1.5" x 4' x 8' 1•1D Insulfixx S/P [1) 1 1 1:2.9 ft' Minimum: 1.5" x 4' x 8' GAFTITE® S [4J 1 1 1:2.9 : "t' Minimum: 1.5" x 4' x 8' Olympic.../G2 Pl ::tc [4) 1 1 1:2.9 ft' Approved Typc(s): fertile, GAF TE:MIPO Pcrn,alitc Minimum: '/." x 2' x 4' Minimum: V." x 2' x 4' Minimum: 'i." x 2' x 4' f■llnimunl: '/." x 2' x 4' t\1iniinurn: ' /." x 2' x 4' Minimum: %" x 2' x 4' t4inimum: '/." x 2' x 4' DckFast S Tru - Fast S Gripdck S/P Roofgrip S/P Olympic /G2 Plate Anchorbond S GAFTITE® 3 - ;!" Fastener Dcn'ily 3 1:4 fl' 3 1:4f1' 3 1:4 ft' 4 1:3 ft' 4 1:3 ft' 3 1:4 ft' 3 1:4 fl' [ 4 1:2 ft' [ , l 1:2 ft' [ 41 1:2 ft' [I) .1 1:2 ft' (I) 4 1:2 ft' [ 1:2 ft' [ .1 1 :2 ft' Approved Typc(s): FibcrgIns Minimum: "/ x 4' x 4' DckFast S /1' (3) 6 1:2.67 1l' :vlini,nu:n: "/ x 4' x 4' lnsulfrxx S [3) 6 1:2.67 it' Minimum: "/ x 4' x 4' Roofgrip SIP [3J 6 1:2.67 fl= Minimum: "/ x 4' x 4' Truf asl S (3J 6 1:2.67 ft' Mininluln: " / x 4' x 4' Anchorbond S /1' (3) 6 1:2.67 ft' minimum: 11 / 16 " x 4' x 4' I ID lnsuIl xx S [3) 6 1:2.67 it' Minimum: "/ x 4' x 4' Olympic S/P [3) 6 1:2.67 ft' Minimum: "1 x 4' x 4' GAFTITE® [3) 6 1:2.67 ft' tviinintum: " / x 4' x 4' Glasfast (3) 6 1:2.67 ft' Approved Typc(s): Wood Fiber, CAFI'EM1'® Fiberboard Minimum: 1" x 2' x 4' DckFast S/P [1) 2 Minimum: 1" x 2' x 4' Anchorbond S/P [ I) 2 Minimum: 1" x 2' x 4' Tru -Fast [ 1) 4 ,Minimum: 1" x 2' x 4' OlympicS /P [1) ,... 1:2 ft' .• Gil Diamond, P.1:,. / � ' '.. / 13 if 1:4 ft' 1:4 ft' 1:2 ft' Insulation Fastener Fastening Fasteners Fastener ' f3asc Layer 1_= Detail No, Per Board Density ` 'lviinimtrm: 1" x 2' x 4' GAFTITE® STP [1) 4 1:2 ft' Minimum: 1" x 2' x 4' Olympic /G2 Plate (I) 4 • 1:2 ft' III Note: 13ase layer shall be mechanically attaclrctl with fasteners and density described above. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased inaintaining the same fastener density (See Dade County Protocol PA 117 for fastener details). Insulation Fastener Fastening Fasteners Fastener Top Lnyer ' IYPQ Detail No Per board Density Approved Typc(s): Any of the insulations Ulu) for Base Layer, above. . :Approved Typc(s): Iligh Density Wood Fiber, GAFIT.N1I'5 lliglt Density 1Vond Fiber Minimum:' h" x 4' x 4' N/A N/A N/A N/A Approved Type(s): Paroc Minimum: 'A" x 4' x 4' N/A N/A N/A N/A :Apply optional top layer of insulation in a full mopping of :Inv approved mopping asphalt at an application rate, for the appropriate slope, of 25 lbs. /sq.:.' iS °.a. Please refer to Dade County Protocol PA 117 for insulation attachment requirements. Base Sheet: Ply 1 ";IrcCt: a Sur facing: (Optional) install one ply of GAFGLAS 1175, GAF GLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS® STRATAVENT® or RUBEROID® 20 directly over the top layer or insula&o,t. Adhere with any approved stopping ;asphalt at an application rate of 25 lu ;;r I5 %. I f base sheet is applied directly to poi isoeyant;rate insulation on!'. a spot or strip stopped application as detailed in this approval is approved; sec General Limitation 114. 'Two or th:cc plies of G;1FG!.;.S.; PLY 1' or G,1FGLAS) PLY 6Q) ply sheet adhered in a full ntoppint; of approved a :pilalt at an application rate of 25 Ibs./sq. 1 15% (Sec specification number for appronriatc number of plies). • (Oi;tioaal) One ply of GAFGLASo.) vIincrril Sur faced Cap Slice( adhered in a full mopping of approved asphalt at an application rate of 25 lbs. /sq. i 15% (See GAF application instructions for ; I.proved method of installation). (Required if no cap sheet is used) Install one of the following: I. Grundy AL M13 a!untinutn Roof Coating with an application rate of 1.5 gnl. /sq.; or GAF \VEATi 1filt COAT1)1) Emulsion with an application rate of 3 gal. /sq.; or GAF Fihcrcd Aluminum Coating with an application rate of 1.5 gal. /sq.. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 201/4; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. Gil Diamond. 1).F... 14 / / • • • • aximum Design Pressure: k 1aximuin Fire Classification: -45 psf 'A'. See General Limitation 1;2. Maximum Slope: 3 ":12" See General Limitation H3. Specification No.: 1- I3 -5M, 1- 13- 5•M /P6, I- 0 -4 -G, I- 0- 4- G - /P6, I- 0 -4 -C, 1- 0- 4 -C /P6, 1 -0 -4M, I- 4 -M /PG, 1- B -4 -G, I- B- 4 -G /P6, I- 13 -4I -C, 1- 13- 4 -C /PG, 1 -B -4M, 1- 134 -M /P6, 1 -03 -G, 1- 03- M,1- B -3 -G, I -13-3 -C ' 1• ' • � / 7/ Gil Diamond, P.E. L.,� ..� :. • •: 15 • • • f) Type 1I: Deck Description: 1D /, or greater plywood or wood plank System Type C: Onc or more layers of insulation simultaneously attached; Base layer optional. `AII General and System Limitations shall apply. n Insulation Fastener Fastening Fasteners Fastener Base 1.1vcr :ypg Detail No. Per IThj Density Approved Type(s): ACFo:tntiI, GA1TEtvIPO Isotherm 1l Minimum: 1.3" x 3' x 4' N/A N/A N/A N/A Approved Typc(s): E'NRG'Y 2 Minimum: 1.4" x 3' x 4' N/A N/A N/A N/A Approved Type(s): ISOrtoc tvlinimum: 1.5" x 4' x 4' N/A N/A N/A N/A Approved Type(s): E'NRG'Y 2 Plus Minimum: 1.5" x 3' x 4' N/A N/A N / N/A Approved Type(s): 1111116-Max Minimum: 1.5" x 4' x 8' N/A N/A N/A N /,\ A..pprovc.t Typc(s): Pcrlitc, GAF'I'E\1P® Perm:dice Minimum: Y4" x 2' x 4' N/A N/A N/A N/A Approved Typc(s): Fiberglas T`lirtintum: IS / 16 " x 4' x 4' NIA Minimum: 1" x 2' x 4' N/A Wood, Insulated, New Construction. N/A ■pproved Typc(s): \ \'oud Fiber, G\1' J E li' •: i:ii•cl hoard N/A 16 u N/A N/A N/A N/A Note: All layers shall be simultaneously' attached; see top layer below fur f:Istcncrs and density. insulation panels listed are minimum sizes and dimensions. Gil Diamond. 1'. E. / ..... 1 ij • • • Insulation I�TS�n 14 'et l Minimum: 1.5" x 4' x 8' Minimum: 1.5" x 4' x 8' Minimum: 1.5" x 4' x 8' Minimum: 1.5" x 4' x 8' Minimum: 1.5" x 4' x 8' Minimum: 1.5" x 4' x 8' Minimum: 1.5" x 4' x 8' Approved Type(s): Minimum: Y." x 2' x 4' Minimum: )/." x 2' x 4' Minimum: Y." x 2' x 4' Minimum: Y." x 2' x 4' Minimum: '/." x 2' x 4' Minimum: ' /." x 2' x 4' Minimum: '/." x 2' x 4' Approved Type(s): Fiberglas Minimum: Minimum: Minimum: Minimum: N1inimum: P.1inimum: ;.linimum: ,, \linimum: Minimum: Is / 16 " x 4' x 4' 15 / 16 1 Ix4'x4' " x4'x4' 16 15 /16 " x 4' x 15 / 16 "x4'x4' Is /16 " 4' x4' ' x 4'x4' 15 / 1 ," x 4' x 4' 15/16 "x 41x4' ri.St(I1 I Jnsulfrxx S/P Olympic S Roofgrip S/P Anchorbond S HD Jnsulfixx S/P GAFTITE® S Olympic /G2 Plate Pcrlitc, GA1TEMP® Pcrmalitc DckFast S Tru -fast S Gripdek S/P Roofgrip S/P Olympic /G2 Plate Anchorbond S GAFTITE® 3 DckFast S/P insulfixx S Roofgrip S/P TruFast S Anchorbond S/P HD lnsulfxx S Olympic S!i' GAFTITE® G1asfast C C3il.71111b [ [i [ [ [4) [ [ Approved Type(s): Wood Fiber, GAFTEM1'v Fil'crbcard Minimum: • Minimum: iviinimum: t4linimum: t� 11n1nturn: i'l1ininiunl: i3asc Sheet: x2'x4' 1 "x2'x4' 1 "x2'x4' 1 "x2'x4' 1 "x2'x4' 1 "x2'x4' DckFast S/P Anchorbond SIP Tru -Fast OlympicS/P GAFTITE® SIP Olympic /G2 Plate Gil Diimond, 18 i ilJI'.TTV•J Detail No Per Board II 11 II 11 11 11 11 4 4 4 4 4 4 4 O 6 6 6 6 6 6 6 6 2 2 4 4 , 1 4 v J9cns 1:2.9 ft' 1:2.9 ft' 1:2.9 ft' 1:2.9 ft' 1:2.9 ft' 1:2.9 ft' 1:2.9 ft' 1:2 ft' 1:2 ft' 1:2 ft' 1:2 ft' 1:2 ft' 1:2 ft' 1:2 ft' :2.67 ft' :2.67 ft' :2.67 ft' :2.67 ft' :2.67 ft' :2.67 it' :2.67 ft' :2.67 ft' :2.67 ft' 1 :4 ft' 1:4 ft' 1:2 ft' 1:2 ft' I :2 ft' 1:2 ft' Note: Refer to Dade County Protocol PA. 117 for insulation attachment requirements. Insulation panels listed are ntinimunt sizes :Ind dimensions; if larger panels are used the number of fasteners per board shall -be increased maintaining the same fastener density (Sec Dade County Protocol PA 117 for fastener details). (Optional) install one ply of GAFGLASQD 1i7S, .GAFGLAS® PLY 4 ®, . GAFGLAS® PLY 6 ®, GAFGLAS® STRATAVLNT® or RUBEROID ®..20 /�% . • • • Ply Sheet: Cap Shcct: (Optional) One ply of GAFGLAS® Mincral Surfaccd Cap Slrcct adhered in a full mopping of approved asphalt at an application rate of 25 lbs. /sq. ± 15 %. Surfacing: (Rcquircd if no cap sl ect is uscd) Install one of the following: 1'.1:'ximum Dcsign 1':cssurc: Maximum Firc dircctly over the top layer of insulation. Adhcrc with any approved mopping • asphalt at an application rate of 25 lbs. /sq. ± 15 %. If base sheet is applied dircctly to polyisocyanuratc insulation only a spot or strip mopped application as dclailcd in this approval is approved; scc Gcncral Limitation N4. Two, thrce or four plics of GAFGLAS® PLY 40 or GAFGLAS® PLY 6® ply sheet adhered in a full mopping of approved asphalt at an application rate of 25 lbs. /sq. ± 15 %. '45 psf Maximum Slopc: 3 ":12 "; Scc Gcncral Limitatio- 1. Grundy AL M13 aluminum Roof Coating with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion with an application ra1c of 3 gal. /sq.; or GAF Fibcrcd Aluminum Coating with an applcation rite of 1.5 gal. /sq.. 2. Asphalt flood coat at an application ratc of 60 lbs. /sq. ± 20 %; plus gravci or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respcctive:y. 'A'. Scc Gcncral Limit a :icn Specification No.: 1- 3 -5iv1, 1- D-5-;v1/1)6, i C. -'t G, 1-0-4-G-/P6, 10 -'t -C, I -0. 4- C /.'G, 1.0!4i;v1, 1- 0- tv'. /P6, 1- 13 -4•G, 1 I3 <; G /I`G, 1.13 -4 -C, i- 13- 4- Ci1'G, 1- [1 -4!.: 1- i +4- lvVPG, 1 -03 -0, 1- 03 -:M, I- 11.3 -G, 1- 11 -3 -C Gil Diamond, P.G. 19 (1 • • • • . , 1?.c Type 1 : Base Shcct: Ply Sheet: Cap Sheet: Surfacing: MaxiI Dcsign 1'tcss:i:e: Maximum Fire Class•fica :ion: Maximum Slope: Specification No.: Nonc \Vood, Non - insulated Deck Description: t9 4," or greater plywood or wood plank deck:; System Type A(1): Base sheet mechanically fastened. All General and System Limitations shall apply. GAFGLAS® 1175, GAFGLAS® PLY 10, GAFGLAS® PLY 6 ®, GAFGLAS® STRATAVENT® or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum l ' 4" tits caps at a fastener spacing of 12" o.c. at the lap, 18" o.c. in two roe's staggered along the center line of the sheet i . ;he field. Two or three plies of- G, \FGLAS® PLY 40 or GAFGLAS® PLY 6® ply sheet adhered in a full mopping of approved asphalt at an application rate of 25 lbs. /sq. ± 15 %. (Optional) One ply of GAFGLAS® Mineral S ;;rfaccd Cap Sheet adhered in a full mopping of approved asphalt at an application rate of 25 lbs. /sq. ± 15 %. (Required if no cap sheet is used) Install one of the follo'.•ing: 1. Grundy AL MB aluminum Roc( Coating v:itli an application rate of 1.5 gal. ;s.1.; or GAF \Vi:A'lI COAT® Emulsion will an application rate of 3 gal. /sq.; or GAF Fibered Aluminum Coating with an application rate of 1.5 gal./sq.. -'15 psf. 2. Asphalt flood coat at an ahpl; :ation -ate of 60 lbs. /s q. ± 20`0; plus gravel or si::g with an application rate of 400 lbs. /sq. S. 300 lbs. /sq., respectively. 'A'. Scc General Limitation 112. 3 ":I2 "; See General Limitation 113. r / ,,,' Gil Diamond, 20 O Ty 1: • • !Jerk Description: 19 / 32 " or greater plywood or wood plank dccks System Type A(2): All Gcncral and System Limitations shall apply. Base Sheet: Ply Sheet: Cap Sheet: surfacing: Maximum Design Pressure: maximum Fire Classification: Maximum Slopc: Specification No.: Wood, Non•insulatcct Base sheet mechanically fastened. GAFGLAS® 1175, GAFGLAS® PLY 4®, GAFGLAS® PLY 6 ®, GAFGLAS® STRATAVENT® or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 ' /," tin caps at a fastener spacing of 9" o.c. at the lap, 12:' o.c. in two rows stal;gcrcd along the center line of the of the sheet in the field. Two or three plics of GAFGLAS® PLY 4® or GAFGLAS® PLY 6® ply sheet adhered in a full mopping of approved asphalt at an ; pplication rate of 25 lbs. /sq. ± 15 %. (Optional) Onc ply of GAFGLAS® Mineral Su:faccd Cap Shcct adhered in a full mopping of approved asp11::It at an application rate of 25 Ibs. /sq ± 15:0. (Required if no cap sheet is used) Inst,i!I on,: of the following: -55 psf. Grundy AL P'!3 aluminum Re•nf Coating with an application rate of 1.5 gal. /sq.; or GAF \ \'Er \ 1 ILR COAT® Emulsion with an application rate of 3 gal. /sq.; or GAIV Fibcred Aluminum Coating with an application rats of 1.5 f,ai /sq.. 2. Asphalt flood coat at an appl.cation rate of 60 Ibs. /sq. ± 20°x; plus gravel or slag with an apphzat :on rate of 4100 Ibs.!sq. ,C. 300 Ibs./sq., respectively. 'A'. Scc Gcncral Limitation 112. 3 ":12 "; Scc General Limitation 113. Gil Diamond, I.E. .? •. 21 /1 * , \Food, Dock • Syslein Limitations: I. A red rosin sliect shalt be installed on all wood plank decks to eliminate asphalt seepage and banding of base sheet to plank and deck. Red rosin sheet may also be installed on plywood decks as an option. • • 2. A slip sheet is required with PLY 4® and PLY 60 when used as a mechanically fastened base or anchor skeet., -,, 3. Pre- assembled cap nails may only be used for termination of fully bonded surfaces such as mechanical termination at wood blocking, head and side laps, and base flashing terminations. Cap nails shall not be used for the mechanical attachment of a base sheet. Tin tips are required by the South Florida Building Code. Pre - assembled 'Cap Nail' shall not be used for base sheet attachment Gil Diamond, P.C. 22 ' • `' '' • Recover System Limitations: I. Insulation shall be bonded in a hot mopping of approved asphalt applied at a • • rate of 25 lbs. /sq. ± 15 %. All insulation shall bc bonded to a primed surface rising ASTM D 4! asphalt primer. Printer shall bc fully dry before • application of asphalt. Do not prime base layer if one is present. 2. No insulation panels shall bc bonded to an existing built up roof with a gravel surface without full removal of the gravel, priming of the surface, and a leveling flood coat of asphalt, prior to mopping of the insulation bonding asphalt. No insulation panel shall bc larger than 4' X 4' when bonded to the substrate in hot asphalt. • • 3. Existing roof su:Saccs used as bonding substrate shall be tested for uplift resistance, in compliance tvith Dade County Protocol PA 124 to the calculated design pressures of the field, perimcLr and corner areas, determined in compliance With.Chan:cr 23 of the South Florida Building Code. 4. The moisture coa:cnt in an cais:ing l'uilt•up roof shall be in compliance with Section 3401.10j) of the South Florida Building Code. S. General Limit :It :oils shall apply. Gil Diamond, P.E. 1 ::. r • : ,., 73 • • • • ` 4 . 'General Limitations: • 1. All asphalt shall comply .pith ASTM D 312 type 111 or type IV requirements. All proposed asphalt producers must be approved by the applicant. 2. Fire ratings arc 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 testing file. Fire ratings shall be in compliance with Sections 3401.5 and 3401.6 of the South Florida Building Codc. 3. tvtaximtrm slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Director' and GAF specifications for compliance with design criteria for each project. Refer to the coal tar pitch manufacturers Product Control ApprovT for slope limitations on these systems. An overlay/recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no rccovcry board is used the base sheet inay be applied using spot mopping with approved asphalt, 12" diameter circles, 21" o.c.; or strip mopped 8" ribbons in three revs, onc at each sidclap and onc down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" bre,J: shall be placed every 12' in each ribbon t■ allow cross ver. :ilation. Asphalt application of either system shall be at a n;inimu::; rate of 12 lbs., sq . 5. Any amendments to these provisions shall 'r: in compliance will; Sections 203 and 20.1 of the South Florida B ::tiding Code. 6. All work shit be perfori; _J by a Contractor liccnLed to do roofing work in Dade Coin :y. Contractor shall ,c familiar with the r'.;tails and specific :it:ons published by the manufacturer. 7. In re- raofi;g applications, l ::ccis:ure Cnntert ''. :Itl :.Ci' ;tint' built-tip roof Ills: t be 1.1 compliance wit'1 Section 3.;C); .9(c) or the Sdutl: Florida Building Cede. Prior to application, all existing roof ::u ; used as a bonding; s::bstra '.c ::i,:1II be tested for upii;t resistance ••; compliance ■vi:h Dade County Protocol PA 12•1 to the calculated design pressure of the roof 9. If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approval adhesives may be used prior to the application of the insulation layer. 10. Perimeter and corner areas shall have an increase in fastener density for both insulation and base sheet in compliance with PA 1 17 of the South Florida Building Codc. All perimeter and nailer metal profile dcsit',n shall conform with Dade County Protocol PA 1 1 1 of the South Florida Building Codc. Gil Diamond. P.E. 7,1 12. Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, hot asphalt or may be an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section 11 Permit Application. 13. GAF roll good materials shall be stored on cad and on a clean, flat and dry surface. 14. Consult current Undenvriters Laboratories Directory for the required coating for each roofing assembly. The assembly shall bc installed in strict compliance with Chapter 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 15. Asphalt moppings shall be with asphalt approved by the applicant and shall be approved in compliance with equiviscious temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate a EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall bc in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 16. Insulation may bc installed in multiple layers. First lav,'r shall be attached in compliance ■vith Product Control Approval guidelines. All other layers shall be adhered in a full incsippin2. of approved aypi►;.!t at an af•; lic::tio:l rate of 25 Ibs /sq. 1 15% or mechanically a,tac!i"d using the fastc:;i;►+ ;attt :rn rf thc lop la)er. 5 I Refer to manufacturer's litcratt.rc and/or t!►e flI Roof and Waterproofing Manual for correct application procec'.ii:es of insulation Finds in hot asp!:: !; Gr adhesive. 17. Pre-assembled cap nails :nay only be used for termination of f•,:!i■ bonded surfaces such as :mechanical termination ;n woaJ 1''ocking, head and sick laps, and base flashing, terminations. Cali mils shall not be used for the mechanical ical attachment of a base sheet. TM caps arc required by the South Florida BuilJinz Code. 18. The submission of systcn specifications and details shall a cconY? any the. Section 11 Building Code Permit. Tills information is available in the publications listed in the 'System 13escription' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall bc the sole responsibility of the contractor. 19. All standard panel sizes are accepta51c for mechanical attachment. When applied in hot asphalt, panel size shall be 4' x 4' maximum. Gil Diamo:u!, l'.E. .. 75 • r " -. ) // � • (. • • NOTICE F A PTANC : STANDARD CDNDITI NS Extensions of Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (10) years, have been re-evaluated.` All reports of re- testing shall bear the scat, signature and date of an engineer registered in the State of Florida. Any revision or change in the materials, use, or•manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. - Any unsatisfactory perfdrmance of this product or process or a change in Code provisions shall bc grounds for re- evaluation. 4. This acceptance shall not be used as an endorsement of any prcd:rct for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words D31: County, Florida, and followed by the expiration date. rn;:y be displayed in advertising Ii:cr. ::: :e. I: :.-y pcnion of tl:c Notice of Acccpranee is displayed, then it shall be done in its entirety. 6. , Product appro•._1 drawiags,.Nlierc rcqui:cd far ('cr.i : app :H:ions, shall b: provid ^d to flit: npp:icant by ::c manufactu :cr or his i!.stributors unit :s c :!rcr..isc r.o cd r. t':_ l ;U :ice of Accep : :u: :c. 1 h prints need not bc rc- scale;: 1 y an ctg:nccr. i a :I..1Tc t0 con`;■!y the Standard Conditions sh :!: c:us: ;J: luGUnall011 0. ..1 �1 :Uv :11. I1� This approval supercedcs all previous npprov:rls. • .� r .P..n) 7/ Gil ; ii:,:._ .:',, n.l:. _ . I'rodr:ct Cc: :tact Division Supervi;or Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) 1 1"0- 9 26 51 P 5 VP 2 27 52 3 28 53 4 29 54 5 30 55 6 31 56 7 32 57 8 33 58 9 34 59 10 35 60 �.'" 11 36 61 12 37 62 13 38 63 14 39 64 15 40 65 16 41 66 17 42 67 18 43 68 19 44 69 20 45 70 21 46 71 22 47 72 23 48 73 24 49 74 25 —I' 50 --/ 75 7 I Du Quesne & Associates, Inc. Consulting Engineers Testing Laboratory 1 A ge Du Quesne, P.E. \ it Engineer ` P. • #24513 Du Quesne & Associates, Inc. E.B. License #0005245 Lab Certification #94- 0318.01 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 SITE SPECIFIC INFORMATION Owner's Name: 6-16--e--/ caA�e---k Cr-- Permit #. 4 4 2 0 Job Address' 351 t s i . . Roofing Contractor Q8' 0 9-00 t tJ Type of Tile: l& T�1 g� 1 S t CO Date Installed. •26 IT Approximate Roof Height IZ feet Roof Pitch ' 12- Type of Access to Roof: Scaffolds Ladder Other Approximate Square Footage of Roof loo o ft 2 Required Testing Force: 35 lbs. Testing Equipment: Chatillion DFIS 100 Date Tested. 3 ' .30 ' aQ TEST RESULTS P =PASS, F =FAIL SKETCH OF ROOF IN BACK UTR ! 5 Environmental • Civil • Structural Building Inspection Services IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS PA 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. Please Note: This form is not valid unless Company logo appears in color (burgundy) 7815 S.W. 24th Street • Suite 109 • Miami, Florida 33155 • Telephone (305) 264 -1425 • Fax (305) 264 -1426 r $KETCH OF ROOF JOB SHEET NO OF CALCULATED BY DATE CHECKED BY DATE SCALE NOTES' V SKETCH OF ROOF JOB 3S1 � F> q l �i F r ( •gEk -C> t �I SHEET NO CALCULATED BY CHECKED BY SCALE 7✓" OF , Z DATE DATE 5 Sri � • �V / �y i; 11i'1, i {.. II■111!1I� c1 '6 k ti !gyp L Ai" NOTES' Da Legal Description Owner/Lessee / Tenant Cher -Fre ctr.\ C k Owner's Address 36 1 / V ' s-7 . ( Phone C or► ac Phone 30J 9 S o� G �.._ eveve - No -'L.. State k 0 D l 4-30 b Municipal # l./L/ (D 4-s Competency # Ins. Co. 14 t- G r c Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING)PAVING FENCE SIGN T, tr tin Co DO e-Nl d v ( rl PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address 35'1 t G. ( 4 1- 1 5 I Tax Folio 'e "a ; _ ,� "` • li eS Historically Designated: Yes No 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 co tractor to dQ the work stated. Notary as to Owner and/or Condo Pre My Commission Expires: FEES: PERMIT O Date iod Jar rz Il 41n� RADON APPROVED: Zoning Building Mechanical Plumbing 01V Master Permit # gnature of Contractor or Owner - Builder Date Notary as to Contractor or Owner -B My Commission Expires: C.C.F. 1 . a . D NOTARY °°- Electrical a/• 9 • Date ttOt to T` O', ti BOND 360 — TOTAL DU Engineering PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Da teb Z5 Job Address 35 N • G. "r I Tax Folio : 5 ".. ,i : , / Legal Description Historically Designated: Yes No /� Owner/Lessee / Tenant C h e r y l -Fr e a r 1 e Master Permit # y7�a 7 Owner's Address 3J I N- - l - 7 - S �, Co. Oh b v ( ( Roo-F r1 Address 13 D) N (P Au 5 U A4 A-1 b) Qualifier SP m , eS b • )7 e N o U N( --) Phone 3oJ '1 S 0 oZ G 1 #t, OD t 4'30 b rr-- Ev evcs- t- �1o�'l•.. State Municipal # DO (D �-f " s Competency # Ins. Co. U(co- y 1 G h a C as .4_\ Architect/Engineer Address Bonding Company Address Mortgagor Address Condo ' esident Date Notary as to Owner and/or Condo Pre My Commission Expires: FEES: PERMIT RADON APPROVED: Zoning Building Mechanical Date OlV Phone My Commission Expires: Electrical ROOFING Permit Type (circle one): BUILDING ELECTRICAL I PLUMBING MECHANIC WORK DESC ON C.Q_Q_0 -lam 0 e - -�-� RQ 1 a e-'- CQ Do 4 J( 4-Q)I Nk 4(+3CLCV S czt Uoc ;4k 0 CI Y\ 4 s (value) g S Ft. � 73 ; j / • ted Cost value 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 co tractor to do the work stated. /76V)4,1,t- dtk/9 gnature of Contractor or Owner - Builder Date Notary as to Contractor or Owner -B Date C.C.F. 7 . a 0 NOTARY °- PAVING FENCE SIGN BOND 300 — TOTAL DU Plumbing Engineering NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. I j 3 ()t<- -2 )- .51 '•5C STATE OF FLORIDA: COUNTY OF DADE: 'THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. . Legal description of property and street address: 3 s I N t l 57 . U i 141-I&A I S h r r e3 Fk 33l3? 2. Description of improvement: C- 0 O -c 1 ✓1 3. Owner(s) name and address: l, h G r Y 1 Fr C& V r LK 35'1 N E ^7 5 T iiift, Sh o r e3 -4 l 33 L 3r Interest in property: 5PYv1. Name and address of fee simple titleholder: 5A 4. Contractor's name and address:n b t:�t O v ✓ vcrt -1 Y1 ) S I M �-- J`, Q l C- b C D) Ne Co A� S1, A - 10\ Li. Shne �c Name and address: Amount of bond $ 6. Lender's name and address: 5. Surety:(Payment bond required by owner from contractor, if any) 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: / 4 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) sp re of Owner Print Owners Name 0, her( L rr .d er ►C K. Sworn to and subscribed before me this $ day of F - e-e , 19 Notary Public Print Notary's Name C4/ e r"; , My Commission Expires: G6n, f,°iir a a r ;ur' copy r. CO- 998072727 1999 FEB 10 13 :36 ' OFL(�i:�`�, Prepared by: 64 eri 1 4 -F-Fr g-7 Address: E S v l* ,Q --/o/ 3"3(3 3.or•s2 7/98 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No Contractor's Name: 04E,000d iC /Z4 Job Address: 357 4 E S ROOF CATEGORY X . (Low Slope Application) ❑ (Nail -On Tile) (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof JEI Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft') Exposure category F (36 K"Pt tt -- ?c/0.67 .5" /Ot — /0. / 3 /X/ ,2 732 Sloped Roof Area (ft') /7// Total (ft ealX11 Master Permit No. 8): C Building Classification category (per ASCE 7 -88 table 1): / 4./pir Adept/et //a fie ,(MPPOo .24 6.1P.4e40 9; dere/a/ Ay a Oxiraysm'v.uo /fl 44f444.r 41 / 1 73",..0r 9 1.6e dm? 7,9P0,ED PF-Rii krEM'pPE.D 6 siz..r 0 '7S r,NUAMMA Deck type: LAB- friMi L ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) •.; r " . ATTACHMENT y r, /i$ Fastener Type; I ` /�{ gi' "I S h� K- if/J e 4-P SPACING it L. // A It 1 � v r/ /( /y it Field: 9 + /' Peri Co meter: l ' to mer: ! ` z n 4l 5 5 s DEgAIL1 &2 .S J r - 3 �o X /T Pag5fkV X ROOF PLAN • ' I.. - I - - - -' - I 2� 1f I e_ g�- T Ridge UlaUonl k Deck type: MEAN 1cir W red pl4k, Underiayment: D E T A I L 3 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. 12- ROO► SLOP/ SLOPED SYSTEM DESCRIPTION kW 02024 3v Insulatlon: N /A' Fastener type & spacing: Cap Sheet: Roof C overing: Page -2 Drip edge: t/ y r Rf JkAA)k 1 /FS 41.144 (O A.e /. rs , O,4 Arrl 2 50 Y rdy S ,44bES /vE Ste Co/,e 7 �y 2G //: ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals TILE CALCULATIONS (Pmaxl:7.?.3 x X (A rodynamic Muhiplier):. 3l ) - Mg: 3S = M, / PCA: o4. .r" (Pmax?: /a/• X X (Aerodynamic Multiplier): . 3( ) - M = M PCA: (Pmax3: PI x X (Aerodynamic Multiplier): 3I ) - M ' 3s = M 3). PCA: 46.J*- • METRO-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Altusa Tile, Almar (USA), Inc. 6645 Northwest 77th Avenue Miami, FL 33166 'Your application for Product Approval of METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 16 METRO DADE FLAGLER BUILDIN 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130 -1563 (305) 375.2901 FAX (305) 375 -2908 INTERNET: mdcc0l ®shadow.net PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Altusa Tile Nail - On, Mortar Set or Adhesive Set One Piece "S" Tile Roofing Tile under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Redland Technologies, The Center for Applied Engineering, Inc. has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2 -16 and the standard conditions on page 17. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturers plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the S. th Florida Building Code. The expense of sucli testing will be incurred by the manufacturer. ACCEPTANCE NO.: 96- 1030.03 Renews 94-0914.0 APPROVED:02 /13/97 EXPIRES: 02/13/00 1 Raul Rodriguez Product Control Division Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County B ding Code Compliance Office and approved by the Building Code Committee to be use. in / de County, F under the conditions set forth above. Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County Product Control No.: 96- 1030.03 PRODUCT CONTROL NOTICE OF ACCEPTANCE Applicant: Altusa Tile Alfareria del Turbio, S.A. Barquisimeto, Venezuela ROOFING SYSTEM APPROVAL Category: Prepared Roofing ;Sub - Category: Tile Tvpe: Nail -on /Mortar Set/Adhesive Set Sub -Tvpe: Clay • System Description Contact: Carlos J. Fernandez General Manager Altusa Tile, Almar (USA), Inc. 6645 Northwest 77th Avenue Miami, FL 33166 (305) 471 -5830 Product Control No.: 96 1030.03 Approval Date: February 13, 1997 Expiration Date: February 13, 2000 Alfareria del Turbio, S.A. (Altusa), located in Barquisimeto, Venezuela, manufacturers clay roof tile for nail -on, mortar set or adhesive set applications. All tile is manufactured from natural Venezuelan clays. This Product Control Approval relates to Altusa's "Altusa S" tile profile. Refer to appropriate Product Control Approvals for other tile profiles. The "Altusa S" tile profile is available in a variety of natural clay colors and has matching trim pieces used for rake hip, ridge hip, and valley terminations. These accessories are manufactured for all profiles and form a part of this Product Control Approval. Optional rubber or clay eave closures are also available. Altusa roof tiles have been tested in compliance with the South Florida Building Code requirements for clay, nail -on, mortar set or adhesive set tile applications. The minimum roof slope for the "Altusa S" nail -on tiles shall be 2 ":12 ". See the "Profile Drawing" section in this approval for the "Altusa S" profile drawing. The "Altusa S" profile has been tested for both wind characteristics and static uplift performance, therefore, any consideration for installation shall be done as a 'Moment Based System'. Data for attachment calculations is noted in Tables 1 through 4 of this Approval. Almar (USA), Inc., located in Miami, Florida, is the sole approved importer under contract for selling and distributing Altusa products in the South Florida jurisdiction. Frank Zuloaga Plans Examiner, Product Control Division Test Product Product Dimensions Specifications Description Manufacturer #30 Felt N/A ASTM D 226 Saturated organic felt generic type II to be used as a nailed anchor sheet. 443 Coated Base Sheet Mineral Surface Cap Sheet Lenzingtex -ZB 140 Underlayment Rainproof II Ice and Water Shield Flashing Cement TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS N/A ASTM D 2626 Saturated and coated organic base sheet for single or double ply underlayment. Product Control No.: 96- 1030.03 N/A ASTM D 249 Mineral surfaced generic asphalt roll roofing for use as a top ply in a double ply underlayment system. Mopping Asphalt N/A ASTM D 312 Asphalt for bonding a type 111 or IV mineral surface cap to a mech. attached base sheet in a double ply underlayment system. N/A ASTM D 4586 Cut back, asphalt based, asbestos free, fiber reinforced, trowel grade cement for repair and flashing applications. generic 59" x 164' roll PA 104 Single ply, nail -on Lenzing 22 Ibs/roll underlayment. Performance, Inc. with current PCA 30" x 75' roll PA 104 Single ply, nail -on Protect -O -Wrap, Inc. 36" x 75' roll underlayment with 2" with current PCA or self - adhering top 60" x 75' roll edge. 36" x 75' roll PA 103 Self- adhering W.R. Grace Co. underlayment for use with current PCA as a top ply in a two ply underlayment system with Approved #30 or #43 as the base layer. Fran.k ZuIoa?a Plans Examiner, Prodi :ct Cor.trol Division generic generic Test Product Product Dimensions Specifications Description Manufacturer Asphalt Primer N/A ASTM D 41 Cut back, asphalt generic based coating used to facilitate bonding of dissimilar materials. Roofing Nails Tin Caps Wood Battens Hurricane Clip & Fasteners min. 12 ga. with V head min. 32 ga. min. 1' /," o.d. max. 2" o.d. PA 114 Appendix E PA 114 Appendix E Annular ring shank, hot dipped, electro or mechanically galv. roofing nails for use in underlayment attachment. Corrosion resistant circular disc for use in underlayment attachment vertical Wood Preservers Salt pressure treated min. 1" x 4" institute LP - 2 or decay resistant lumber battens horizontal min. 1" x 4" for use with vertical battens or min. 1" x 2" for use alone Product Control No.: 96- 1030.03 generic generic generic Clips PA 114 Corrosion resistant generic min. ''' /" width Appendix E bronze, aluminum, min. 0.062" thick stainless steel, galvanized steel or Clip Fasteners plastic attachment min. 8d x 1'/4" clips for supplemental tile attachment. Clips are installed with corrosion resistant roofing nails compatible with the clip. A hurricane clip is required on all nail -on eave tiles. Roof Tile Mortar N/A PA 123 Prepared mortar mix Bermuda Roof ( "TileTiter'r ") designed for mortar Company, Inc. set roof tile with current PCA applications. Frank Zuloaga Plans Examiner, Product Control Division Product Roof Tile Mortar ( "Quikrete® Roof Tile Mortar #1140") Roof Tile Adhesive ( "Polypro® AH 160 ") Valley Flashing Drip Edge Dimensions N/A N/A min. 26 ga. min. 16" width min. 26 ga. min. 2" face flange min. 2" deck flange Test Specifications PA 123 See PCA ASTM1 A 525 Product Description Prepared mortar mix designed for mortar set roof tile applications. Two component polyurethane adhesive designed for adhesive set roof tile applications. Galvanized steel valley flashing PA 1 I I Galvanized steel drip edge Frank Zuloaga Pans Examiner, Product Control Division Product Control No.: 96- 1030.03 Manufacturer Quikrete Construction Products with current PCA Polyfoam Products, Inc. with current PCA generic generic Test Agency Testwell Craig Laboratories & Consultants, Inc. Redland Technologies 7161 -03 Appendix 11I The Center for Applied 9.3 -084 Engineering, Inc. The Center for Applied 25- 7200 -1 Engineering, Inc. The Center fog Applied Project No. 307025 Engineering, Inc. TEST REPORTS Test Identifier Lab. t#AAP -2 Test Name/Report ASTM 1 167 Redland Technologies 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix 11 PA 108 (Nail -On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 PA 108 (Nail -On) Redland Technologies P0631 -01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Redland Technologies PO402 Withdrawal Resistance Testing Sept. 1993 of screw vs. smooth shank nails Redland Technologies -. • 7161 -03 Static Uplift Testing Dec. 1991 Appendix 111 PA 102(A) The Center for Applied 94 -83 Static Uplift Testing April 1994 Engineering, Inc. PA 101 (Adhesive Set) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 102 (Quick -Drive Screws, Battens) Test #MDC -78 PA 100 Frank Zuloaga Plans Examiner, Produc: Control Division Product Control No.: 96- 1030.03 Date Oct. 1994 Static Uplift Testing Dec. 1991 PA 102 May 1994 Feb. 1995 Wind Driven Rain Oct. 1994 SYSTEMS (CONTINUED) Deck Type: .Wood, Non - insulated Deck Description: New construction 1 9 / 32 " or greater plywood or wood plank. SYSTEM D: Mortar or Adhesive Set Application Slope Range: 2 " :12" to 7 ":12" Note: System D is only acceptable in this slope range. For slopes in excess of 7 ":12 ", refer to System C. Underlayment: Roofing Tile: Comments: f Install underlayment system in compliance with Dade County Application Standard PA 120. (See System Limitation #5.) Install tile in compliance with Dade County Application Standard PA 120. (See "Data for Attachment Calculations" included in this Approval.) 1. For re -roof applications, 'S/ plywood is an acceptable substrate. Frank Zuloaga Pians Examiner Product Control Division Product Control No.: 96- 1030.03 Table 3: Attachment Resistance Expressed as a Moment - M, (ft-Ibf) from PA 102 and PA 102(A) Testing Tile Profile TILE APPLICATION APPROVED NAILS APPROVED' SCREWS APPROVED FIELD CLIP WITH: APPROVED EAVES CLIP WITH: 1 nail 2 nails 1 screw 2 screws 1 nail 12 nails 1 nail 2 nails Altusa 'S' Tile Battens N/A N/A N/A 26.80 N/A 1 N/A N/A N/A Direct Deck 6.20 8.40 28.70 58.20 21.20 I 25.30 26.90 34.90 Table 4: Attachment Resistance Expressed as a Moment - M, (ft-Ibf) from PA 101 Testing Tile Profile Tile Application Attachment • Resistance Altusa 'S' Tile Mortar Set 24.50 Adhesive Set 66.50 Table 1: Aerodynamic Multipliers - X (ft') Tile Profile X (ft') Batten Application X (ft') Direct Deck Application Altusa 'S' Tile 0.29 0.31 Tile Profile 3 ".12" or less 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Altusa 'S' Tile 4.47 5.35 4.40 5.27 4.31 5.16 4.20 5.03 4.08 N/A DATA FOR ATTACHMENT CALCULATIONS Product Control No.: 96- 1030.03 Table 2: Restoring Moments due to Gravity - M (ft -Ibf) from PA 102 Testing 1. Quik - Drive screws installed in two manufactured holes located 1 and 1 from the head of the tile. Frank Zuloaga Plans Examiner, Product Control Division 10" PROFILE DRAWING ALTUSA "S" CLAY ROOF TILE '0 .0 WM uNn 11111111Nrry DOVE TAIL LOCKS -!tv.„,- 13 ``` 11 1 111 • Product Control No.: 96- 1030.03 Fran uloaga Plans Examiner, Product Control Division PROFILE DRAWING APPROVED SCREW Frank Zuloaga Plans Examiner, Prod'Jct Control Division r L -J 03" 0.13 Wu* 10 1. 0.131' 15 Product Control No.: 96- 1030.03 NAIL HOLE - BIRD STOP PROFILE DRAWING ALTUSA "S" CLAY ROOF TILE ACCESSORIES o 14 Fran uloaga Plans Examiner, Product Control Division Product Control No.: 96- 1030.03 GABLE -RAKE Product Control No.: 96- 1030.03 Altusa Tile, Almar (USA), Inc. 6645 Northwest 77th Avenue. Miami Fl 33166 ACCEPTANCE NO.: 96 - 1030.03 APPROVED : February 13, 1997 EXPIRES : February 13, 2000 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1 . Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (3) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved ", 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 sealed 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 process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be 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 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 be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all tirr..s. The copies ne• -d not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages I through 17. END OF THIS ACCEPTANCE 17 Frank Lu oaga Plans Examiner, Product Control Division SYSTEM LIMITATIONS 16 Product Control No.: 96- 1030.03 I. The standard minimum roof pitch for Altusa "S" high profile tile shall comply with Dade County Application Standards PA 118, PA 119 or PA 120, depending on the method of installation. 2. For nail - on applications, fasteners for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. 3. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Dade County Protocol PA 115 or PA 127. Altusa "S" Tile tile profile has been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with PA 115 or PA 127 shall be done as a 'Moment Based System'. 4. For mortar or adhesive set tile applications, a field static uplift test by a Dade County accredited testing agency, in compliance with Dade County Protocol PA 106, shall be performed. 5. For mortar set tile applications, 30/90 hot mopped underlayment applications-may be installed perpendicular to the roof pitch unless stated otherwise by the underlayment material manufacturer's published literature. 6 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 7. Applications for roofing permits shall include a completed Section!! of the Uniform Building Permit, a copy of Pioneer's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofing Component used in the proposed tile application. Reference shall be made to appropriate data for the required fire rating. 8. The applicant shall retain the services of a Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. Samples taken shall be in compliance with Dade County Protocol PA 1 12, Appendix 'A'. Fran; Zuloaga Plans Examiner, Product Control Division PRODUCT CONTROL NOTICE OF ACCEPTANCE GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 • Your application for Product Approval of: GAF Ruberoid® Mod fed Bitumen Roof Systems for Wood Decks under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Dynatech Engineering, Inc., Factory Mutual Research Corporation, and Underwriters Laboratories, Inc. has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2 -60 and the standard conditions on page 61. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office 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, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 97- 0804.14 Revises No.: 95- 1003.03 Expires: 11/06/00 Approved: 11/06/97 1 �4 / • Raul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Office and approved by the Building Code Committee to be used ,; 'n Dade County, FI rid9 under the conditions set forth above. / / /; . /' Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Category: Membrane Roofing System Sub - Category: Built -up Roofing Type: Modified Bitumen Sub -Type: APP and SBS Product Control No: 97 0804.14 Product Control No.: 97- 0804.14 Approval Date: November 6, 1997 Expiration Date: November 6, 2000 System Description GAF Materials Corporation has been manufacturing commercial roofing products for more than 100 years. GAF produces a wide range of roof products for built -up roofing systems. The modified bitumen products include both APP and SBS products in smooth, granule and fire rated versions. In addition, GAF offers two ply modified systems to meet the specification requirements for multilayer SBS modified specifications. GAF products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the Ruberoid Modified Bitumen Application and Specification manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories. GAF modified bitumen membranes have been tested in compliance with ASTM D 5147 test requirements. Contact: William J. Woodring Director of Technical Services (973) 628- 4134 Page 2 of 61 Frank Zuloaga, Roofing Product Control Examiner Insulation Types: Material Wood Basalt Wool Perlite Polyisocyanurate Composite Board Wood Fiberboard High Density Wood Fiberboard Rockwool Maximum Design Pressure Design Pressure -75psf Maximum Fire Classification Material Classification Wood Class 'A' Note: Fire classifications and maximum design pressures do not reference all assemblies over all deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory for Fire Classifications. Page 3 of 61 Product Control No: 97- 0804.14 Frank Zuloaga, Roofing Product Control Examiner Product GAF Asphalt Concrete Primer GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion GAF Premium Fibered Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement GAFGLAS #75® GAFGLAS #80 UltimaTM Base Sheet GAFGLAS Ply 6® GAFGLAS Flex PIyTM 6 GAFGLAS Ply 4® GAFGLAS® Mineral Surfaced Cap Sheet TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Dimensions Specification 5, 55 gallons ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. 60 lb. bags ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. 5 gallons ASTM 1227 Surface coating for smooth surfaced roofs. 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 1, 5 gallons 3 sq. roll 75 lb. roll 2 Sq. Roll 70 lbs. /roll 5 sq. roll 45 Ib. roll 5 sq. roll 45 Ib. roll 5 sq. roll 76 Ib. roll Page 4 of 61 Product Control No: 97- 0804.14 Product Description ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. ASTM D4601 Asphalt impregnated and coated, fiberglass base sheet ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt coating. ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. rank Zuloaga, Roofing Product Control Examiner Product RUBEROID® Modified Bitumen Adhesive GAFGLAS® STRATAVENT® Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT Nailable RUBEROID Modified 3 sq. roll Base Sheet 67 lbs. GAFTEMP® Isotherm R Tapered GAFTEMP® Isotherm R GAFTEMP Isotherm RA Tapered GAFTEMP Isotherm RA GAFTEMP Isotherm RN Tapered GAFTEMP Isotherm RN GAFTEMP® Composite Test Dimensions Specification 5 gallons ASTM D 3019 Fiber reinforced, rubberized Adhesive Type III 60 Ib. roll various 69 Ib. roll various various various various various various various ASTM D 4897 D 3672 ASTM D 489 D 3672 Page 5 of 61 Product Control No: 97- 0804.14 Product Description 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. ASTM D4601, Premium glass fiber reinforced SBS- Type 11, UL Type modified base sheet G2 BUR PA 110 Polyisocyanurate foam insulation. PA 110 Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation with high dens perlite insu erboard-o r-P a rm ai tte--, 't an Zuloaga, Roofing Product Control Examiner Product Tapered GAFTEMP® Composite GAFTEMP® Composite A Tapered GAFTEMP® Composite A GAFTEMP® Composite N Tapered GAFTEMP® Composite N GAFTEMP® Fiberboard GAFTEMP® Permalite GAFTEMP Recover Board GAFTEMP® High Density Fiberboard GAFTITE® #12 Standard Roofing Fastener GAFTITE® #14 Heavy Duty Roofing Fastener GAFTITE ASAP Test Dimensions Specification various various various various various various various 1/2" thick various Product Control No: 97- 0804.14 Product Description PA 110 Tapered Polyisocyanurate foam insulation with high density fiberboard or Permalite 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. 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. PA 110 PA 110 PA 110 PA 110 Fiberboard insulation. Perlite insulation board. Perlite recover board High density wood fiberboard insulation. PA 114 Insulation fastener for steel and plywood decks. PA 114 Insulation fastener for steel, wood and concrete decks. PA 114 Pre - assembled GAFTITE Fasteners and metal and .: • • ;sates.- r Page 6 of 61 r• uloaga, Roofing Product Control Examiner Product Control No: 97- 0804.14 Test Product Product Dimensions Specification Description GAFTITE® Base PA 114 Base sheet fastening assembly. Sheet Fastener and Plate Galvalume Plates 3" and 3 ''/2" PA 114 Round galvalume stress plates. NTB Fasteners PA 114 Fastener for use in gypsum, tectum and . lightweight insulating concrete decks. Polypropylene Plates 3" and 3 '/2" PA 114 Round polypropylene stress plates. Ruberoid® 20 1.5 sq. roll ASTM D 5147 SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Ruberoid® Mop 1 sq. roll ASTM D 5147 Non -woven polyester mat coated with Granule 103 lbs. polymer modified asphalt and surfaced with mineral granules. RUBEROID MOP 1 sq. roll ASTM D 5147 Non -woven polyester mat coated with Smooth 87 lbs. polymer modified asphalt and smooth surfaced. RUBEROID MOP 1 sq. roll ASTM D 5147 Non -woven polyster mat coated with PLUS 102 lbs. polymer modified asphalt and surfaced with mineral granules. RUBEROID MOP 1 sq. roll ASTM D 5147 Non -Woven polyester mat coated with 170FR 103 lbs. fire retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID MOP FR 1 sq. roll ASTM D 5147 Non -Woven polyester mat coated with 105 lbs. fire retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID TORCH 1 sq. roll ASTM D 5147 Heavy duty, polyester reinforced, Smooth 87 lbs. asphalt modified bitumen membrane, smooth surface. RUBEROID TORCH 1 sq. roll ASTM D 5147 Heavy duty, polyester reinforced, Granule 102 lbs. asphalt modified bitumen membrane, granule surface. Page 7 of 61 Frank Zuloaga, Roofing Product Control Examiner Product RUBEROID® TORCH PLUS RUBEROID® TORCH FR RUBEROID® 30 RUBEROID® 30 FR RUBEROID ULTRACLAD® SBS Vent Stacks (metal and plastic) GAF Aluminum Emulsion RUBEROID® 109. Roll ULTRACLAD® SBS 101 lbs. GAF Built -Up Roofing Asphalt Test Dimensions Specification ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 lsq.roll ASTMD5147 101 lbs. ' sq. roll 93 lbs. 3 /4 sq. roll 90 lbs. 1 sq. roll 92 lbs. 1 sq. roll 92 lbs. 5 gallons GAF Aluminum Roof 5 gallons Paint 100 Ib. cartons, bulk RUBEROID MOD 60 Ib. kegs Asphalt PA 100(A) ASTM D 1929 ASTM D 635 None Mineral colloidal bituminous emulsion with reflective aluminum flakes ASTM D 5147 ASTM D2824, Type 1 Page 8 of 41 Product Control No: 97- 0804.21 Product Description Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface 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. Non woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Woven fiberglass inat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non- fibered. aluminum pigmented, asphalt roof coating ASTM D312, Interply mopping and surfacing asphalt Types I, II, III and IV SEBS modified asphalt Roofing Product Control Examiner Test Product Product Dimensions Specification Description Dekfast Lock Plate 3" x 3 1/4" PA 114 Polypropylene locking Construction plate. Fasteners Inc. (with current PCA) Dekfast Fasteners #I4 Dekfast Fasteners #I2 High Density Wood various Fiberboard Pelite /Urethane Composite various Perlite Insulation various Polyethylene 4 mil min. Red Rosin various Roofing Nails Minimum # 12 PA 114 Insulation fasteners for Construction concrete decks Fasteners Inc. (with current PCA) PA 114 Insulation fastener for steel Construction and wood decks. Fasteners Inc. (with current PCA) ISO 95+ Composite PA 110 Polyisocyanurate / perlite Firestone ridged insulation (with current PCA) Asphalt ASTM D 312 Type 111 or IV Hot asphlat generic bitumin adhesive Asphalt Primer ASTM D 41 Asphalt Primer generic EPS various PA 110 Extruded polystyrene generic insulation PA 110 Wood fiber insulation board generic PA 110 Perlite / urethane composite generic board insulation PA 110 Perlite insulation board generic Vapor barrier / Air barrier generic PA 114 kosin paper for barrier generic layer on wood decks Corrosion resistant annular ring shank nails Page 12 of 41 Product Control No: 97- 0804.21 Manufacturer generic Roofing Product Control Examiner Tin Caps Product MB aluminum roof coating Dens -Deck 412 Roofgrip # l 4 Roofgrip Gripdek Fastener Hexcel Fastener Hextra Standard Plastic Plate ISO 95+ E'NRG'Y -2 ISORoc Olympic Standard 3" round Test Dimensions Specification Min. 32 ga. x I s/ 8 various 3" round various various various PA 110 Product Description Corrosion resistant circular discs. PA 121 Aluminum roof coating PA 110 Gypsum insulation board. PA 114 Insulation fastener for steel or wood decks PA 114 Insulation fastener steel, wood or concrete decks PA 114 Insulation fastener PA 114 Insulation fastener PA 114 Insulation fastener and metal or plastic plate PA 114 Polyolefin plastic plate PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation Polyisocyanurate foam / fockwool composite insulation PA 114 3" round galvalume AZ55 steel plate Page 13 of 41 Product Control No: 97- 0804.21 Manufacturer generic Grundy Industries (with current PCA) Georgia Pacific (with current PCA) 1TW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) Firestone (with current PCA) NRG Barriers, Inc. (with current PCA) NRG Barriers, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Roofing Product Control Examiner SYSTEMS Membrane Type: SBS Deck Type 1I: Wood, insulated, New Construction or Reroof Deck Description: ' " or g reater plywood or wood plank System Type A(1): Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply.' Insulation Fastener Fastening Fasteners Fastener Layer Type Detail No. Per Board Density (see PA 117) One or more layers of any of the following insulations. Approved Type(s): ACFoam -I, E'NRG'Y 2, GAFTEMP® Isotherm R, E'NRG'Y 2 Plus, GAFTEMP Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N Minimum: 1" x 3' x 4' N/A N/A N/A N/A Approved Type(s): ISORoc, GAFTEMP® Tapered Minimum: 1" x 4' x 4' N/A N/A N/A N/A Approved Type(s): High Density Wood Fiber, GAFTEMP® High Density Wood Fiber, GAFTEMP RecoverBoard Minimum: '/" x 4' x 4' N/A N/A N/A N/A Approved Type(s): Wood Fiber, GAFTEMP® Fiberboard Minimum: '/" x 2' x 4' N/A N/A N/A N/A Approved Type(s): Faroe Minimum: 3/4" x 4' x 4' N/A N/A N/A N/A Approved Type(s): Perlite, GAFTEMP® Permalite Minimum: '/<" x 2' x 4' N/A N/A N/A N/A Approved Type(s): Fiberglas Minimum: 15/16" x 4' x 4' N/A N/A N/A N/A Approved Type(s): Permalite Tapered Roof Insulation, GAFTEMP® Isotherm Tapered Minimum: 'A " x 2' x 4' N/A N/A N/A N/A Approved Type(s): Tapered Isotherm R, Tapered Isotherm RA, Tapered IsothermRN, GAFTEMP Composite Tapered, GAFTEMP Composite A Tapered, GAFTEMP Composite N Tapered Minimum: 'A" x 4' x 4' N/A N/A NPR _ -- N/A -„,, Page 18 of 61 Product Control No: 97- 0804.14 i Frank Zuloaga, Roofing Product Control Examiner Note: All insulation shall be adhered to the anchor sheet in full moppings of approved hot asphalt within the EVT range and at a rate of 20 -40 lbs. /s Please refer to Metro -Dade County Roofing Application Standard PA 117 for insulation attachment. Insulations listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS STRATAVENT® perforaded laid dry or a layer of GAFTEMP® PERMALITE or wood fiber overlay board on all isocyanurate applications. Anchor sheet: Base Sheet: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: GAFGLAS® Ply 4 ®, Ply 6 ®, GAFGLAS Flex PlyT' 6, #75 Base Sheet, GAFGLAS #80 Ultima' Base Sheet, STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 base sheet applied to the deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered in two rows 12" in the field. Base sheet shall serve as anchor sheet for attachment of insulation (Optional) Install one ply of GAFGLAS® #75, GAFGLAS #80 ULTIMAT' Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS Flex PIyT ' 6, GAFGLAS® STRATAVENT® Perforated(laid dry), RUBEROID Modified Base Sheet or RUBEROID® 20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20- 40 lbs. /sq; (see General Limitation #4). (Optional) One, two, or three plies GAFGLAS PLY 4 ®, GAFGLAS® PLY 6® Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. One or more plies of RUBEROID® 20 , RUBEROID 30, RUBEROID 30 FR RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, RUBEROID MOP PLUS, RUBEROID MOP FR, RUBEROID ULTRACLAD ®, fully adhered in an approved asphalt at an application rate of 25 lb. /sq. ± 15 %. (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. 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. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb. /sq. + 15 %. -45 psf (See General Limitation #7) 'A'. See General Limitation #2. 2 ":12 "; See General Limitation #3. Page 19 of 61 Product Control No: 97- 0804.14 Frank Zuloaga, Roofing Product Control Examiner 4. ''A Type X gypsum board is acceptable to be installed directly over the wood deck.. Page 57 of 61 Product Control No: 97- 0804.14 Wood Deck System Limitations: 1. Fastener spacing for anchor sheet attachment is based on a Minimum Characteristic Force (F') of 95 Ibf or greater as tested in compliance with Merto -Dade County Protocol PA 105. If F' as tested is below 95 Ibf, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Merto -Dade County Protocol PA 105 and calculations in compliance with Metro -Dade Roofing Application Stanadrd PA 117. 2 All standard insulation panel sizes are acceptable for mechanical attachment. When panels are applied in hot asphalt, maximum panel size shall be 4' x 4'. a. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') of 275 lbf. as tested in compliance with Merto -Dade County Protocol PA 105 & Roofing Application Standard PA 117. lfthe fastener value, as field tested, are below 275•Ibf. insulation attachment shall not be acceptable. 3 A slip sheet is required with GAFGLAS FlexPly 4® and Ply 6® when used as a mechanically fastened base or anchor sheet. Frank Zuloaga, Roofing Product Control Examiner GENERAL LIMITATIONS Product Control No: 97- 0804.14 1 All asphalt shall comply with ASTM D 312 type III or type IV requirements, and approved by applicant. 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 testing file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3 Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance 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 is fully mopped. If no recovery board is used, install one layer of GAFGLASS STRATAVENT Perforated, laid dry.A base sheet 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 cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. Where STRATAVENT Perforated is used over approved isocyanurate foam insulation, the maximum design pressure is limited to — 60psf. 5 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 listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. Page 58 of 61 ran Zuloaga, Roofing Product Control Examiner Page 59 of 61 Product Control No: 97- 0804.14 7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increase for both insulation and base sheet as needed calculated in compliance with Metro -Dade County Roofing Application Standard PA 117. (When this limitation is specifically referred within this NOA, General Limitation #20 will not be applicable.) 8 All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Metro -Dade County Roofing Application Standard PA 111 and the wind load requirements of Chapter. 23 of the South Florida Building Code. 9 Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. All details shall comply with the provision of the South Florida Building Code. 10 Fastener spacing for base sheet attachment is based on a Minimum Characteristic Force (F') value as tested in compliance with Metro -Dade County Protocol PA 105. If the fastener values as tested are below those listed in the System Limitations, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from a Metro - Dade County Protocol PA 105 test report and calculations that comply with the wind load requirements of Chapter 23 of the South Florida Building Code and Roofing Application Standard PA 117. 11 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 Ibf., as tested in compliance with PA 105. If the fastener value, as field tested, are below 275 Ibf. insulation attachment shall not be acceptable. 12 Asphalt moppings shall be with applied with approved asphalt and shall be in compliance with equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 13 Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive, which shall comply with provision of Roofing Application Standard PA 117 rank Zuloaga, Roofing Product Control Examiner Page 60 of 61 Product Control No: 97- 0804.14 14 All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 15 In re- covery/re- roofing applications, prior to the application, all existing roof surfaces used as a bonding substrate shall be tested in compliance with Metro -Dade County Protocol PA 124 for uplift resistance. Test pressures shall be calculated in compliance with the wind load requirements of Chapter 23 of the South Florida Building Code to the design pressure of the roof. 16 In re- roofing applications, moisture content in an existing roof must be in compliance with Section 3401.10(m), (n) of the South Florida Building Code. 17 Roll good materials shall be stored on end and on a clean, flat and dry surface. 18 If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 19 Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in 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 fastening at enhanced pressure zones (i.e. perimeters, extended corners, and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) Frank Zuloaga, — - ..- Roofing Product Control Examiner Product Control No: 97- 0804.14 GAF Materials Corporation ACCEPTANCE NO.: 97- 0814.14 1361 Alps Road APPROVED: November 6, 1997 Wayne, NJ 07470 EXPIRES: November 6, 2000 NOTICE OF ACCEPTANCE STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanentlx labeled with the manufacturer's name, city, state, and the following statement: "Metro -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 1 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 sealed 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 process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be 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 Metro -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 be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 61 END OF THIS ACCEPTANCE Page 61 of 61 Frank Zuloaga, Roofing Product Control Examiner ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) — Continued Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat: One or two applications "Gacoflex UB- 7050 ", applied at 1 gal /sq /application or three applications, applied 1 -1/4 gat /sq /application (16 -32 dry mils). Surfacing: "Gacoflex UA -65" Series (various colors), applied 1 gal /sq (12 dry mils). 30. Deck: NC Incline: 1/2 Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat One or two applications "Gacoflex UB- 7050 ", applied at 1 gal/sq/application or three applications, applied 1 -1/4 gal /sq /application (16 -32 dry mils). Surfacing: "Gacoflex UA -60" Series (various colors), applied 1 gal /sq (15 dry mils). 31. Deck: NC Incline: 2 Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat "GacoSil S- 1000 ", applied at 1 gal /sq (10 dry mils). Surfacing: "Gacoflex S- 1000 ", applied at 1 gal /sq (10 dry mils). 32. Deck: NC Incline: 1 Foam: "Polyfoam 251" or "Polyfoam 303 ", any thickness. Surfacing: "Gacoflex Ure- Shield 7007 ", 40 dry mils. 33. Deck: NC Incline: 2 -1/2 Foam: "Polyfoam 275 ", any thickness. Base Coat: "Gacoflex A- 6211 ", 1 -1/2 gal /sq (14 dry mils). Surfacing: "Gacoflex A- 6200" series (various colors), 1 -1/2 gal /sq (14 dry mils). GAF MATERIALS CORP R1306 (N) 1361 ALPS RD, WAYNE NJ 07470 "RUBEROID 20" or "RUBEROID Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) Georgia- Pacific "Dens - Deck®" overlayment board may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overtayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overtayment board. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ") is a suitable alternate for Type 61 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or °GAFGLAS Ply 6 ") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAFGLAS Stratavent (Vent -Ply) perforated" or "GAFGLAS Stratavent (Vent -Ply) for nailable decks ". Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS Stratavent (Vent -Ply) for nailable decks ") may be substituted for G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "GAFTEMP Isotherm RA ", " GAFTEMP Tapered Isotherm RA" and "GAFTEMP Composite A" may be substituted for any isocyanurate insulation in any of the following Classifications. Class A, B and C. Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. Class A 1. Deck: C - 15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ LOOK FOR MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 135 ROOFING SYSTEMS (TGFU) Continued urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. 2. Deck: C - 15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Pty Sheet: Three or more layers Type GS "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet: Two or more layers Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". 6. Deck: NC Incline: 3 Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G -3 "GAJGLAS Mineral Surfaced Cap Sheet ". 7. Deck: C -15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 8. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type 61. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class B 1. Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Two or more layers of Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6" Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 2. Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class C 1. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ f I 136 ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) — Continued urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Special Roofing Bitumen" 20 lbs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A 1. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS Class A 1. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal /sq. 2. Deck: NC Incline: 1 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Weather Coat Emulsion" at 3 gal /sq. 3. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in., hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 4. Deck: NC Incline: 2 Insulation (Optional): Isocyanurate, perlite, isocyanurate /composite, wood fiber and glass fiber, any thickness, mechanically fastened. Base Sheet: One ply Type G1 or G2, mechanically fastened or hot mopped. Pty Sheet: One or more plies Type G1 or G2, adhered with hot roofing asphalt. Surfacing: "GAF Premium Fibered Aluminum Roof Coating ", 1 -1/2 gal /sq or "GAF Weather Coat Emulsion ", 3 gal /sq. Class B 1. Deleted. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Grundy Industries "al MB Aluminum Roof Coating ", 1 -1/2 gal /sq. 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Weather Coat Emulsion AF" at 1 -1/2 gal /sq. Class C 1. Deck: C -15/32 Incline: Unlimited Insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal /sq or "Weather Coat Emulsion" at 3 gal /sq. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". LOOK FOR MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) Continued Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal /sq. 3. Deck: C -15/32 Incline: Unlimited Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Weather Coat Emulsion" at 3 gal /sq. SINGLE PLY MEMBRANE ROOFING SYSTEMS Unless otherwise indicated phenolic insulation may be used in any of the following systems. Unless otherwise indicated any of the following Single Ply Membrane Systems may utilize multiple layers of Ruberoid Membrane. "GAF Premium Aluminum Roof Coating" may be used on any of the following Classifications not exceeding 1/2 in. "GAF Weater Coat Emulsion" may be used on any of the following noncom- bustible Classifications not exceeding 1/2 in. Monsey Corp. "MBA Gold" and Karnak "No. 81" adhesives may be used in any of the following noncombustible deck Classifications. Tropical Asphalt "No. 711 AF" adhesive may be used in any of the following Classifications. Class A— Ballasted 1. Deck: NC Incline: 2 Insulation: One or two Layers "Isotherm R ", any thickness, loose laid or mechanically fastened. Membrane: Any UL Classified membrane used in a ballasted system. Surfacing: River Bottom Stone, 3/4 to 1 -1/2 in. diam. , 1000 lbs /sq. Class A —Fully Adhered 1. Deck: NC Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite. perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet (Optional): One or more layers Type GI, G2 or G3. Membrane: One or more layers of " Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Gravel, 400 lbs /sq, loose laid or applied in a flood coat of hot roofing asphalt. 2. Deck: NC Incline: 1/2 Base Sheet (Optional): One or more layers of Type 61, G2 or G3. Membrane: One or more layers of " Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Coating: Karnak No. 97, 1 -1/2 - 3 gal /sq. 3. Deck: NC Incline: 1/4 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, any thickness. Base Sheet (Optional): One or more layers of Type 61, G2 or G3. Membrane: One or more layers of " Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid Mop Plus" (granule). Coating: Karnak No. 97, 1 -1/2 - 3 gal /sq. 4. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min thickness (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type GI. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq. 5. Deck: NC Incline: 1/2 Base Sheet (Optional): One or more layers of Type 61, G2 or G3. Membrane: One or more layers of " Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule). Surfacing (Optional): Karnak "No. 97" or "169" at 1 -3 gal /sq or Grundy Ind. "20 F Emulsion" at 3 gal /sq. 6. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type 61, G2 or G3. Membrane: One or more layers of " Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Gravel. 7. Deck: C -15/32 Incline: 1/2 9 y 9 or 155 e/ ny e), or hot le), or lass ile) :void lane, ,olic, wle), e) or iule), rundy min, thane nule), :le) or ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU)— Continued Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type GI. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq or gravel. 8. Deck: NC Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type Gl, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gal /sq. 9. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4 ", hot mopped in place. Membrane: "Ruberoid Mop FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weat! er Coat Emulsion at 3 gal /sq. 10. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4 ", or "GAFGLAS Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 11. Deck C -15/32 Incline: 1/2 Insulation: Isocyanurate, 2 in. min., wood fiber, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints , offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet (Optional): One or more layers of Type 61 "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 12. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Isocyanurate, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4" or "Ply 6 ", hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 13. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of Type G1 "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 14. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of "GAFGLAS #75 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of "GAF GLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq or LOOK FOR MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 137 ROOFING SYSTEMS (TGFU)— Continued GAF Fibered Aluminum Coating at 1 -1/2 gal /sq. 15. Deck: C - 15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type G1, hot mopped in place. Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 16. Deck: C -15/32 Incline: 1/2 Insulation (Optional: Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet: One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" or "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch FR" or "Ruberoid Mop FR" (granule) 17. Deck: Nl _- Incline: 1 - - Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. - Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type 61, hot mopped in place. Membrane: One layer ,of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 18. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet (Optional): One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" (smooth), "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch FR" (granule). 19. Deck: NC Incline: 1/2 Insulation (Optional): One or more layers of perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic, any thickness. Base Sheet: One or more plies 61 or G2, hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule), hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. 20. Deck: C -15/32 Incline: 1/4 Insulation: Polyisocyanurate, any thickness. Base Sheet: "GAFGLAS #75" (Type G2), mechanically attached. Membrane: One or more plies of "Rubberoid Torch (smooth). Membrane: "Ruberoid Torch FR" (granule). 21. Deck: C - 15/32 Incline: 1/2 ' Insulation (Optional): Polyisocyanurate, wood fiber, perlite, glaber any thickness, hot mopped or mechanically fastened. Base Sheet: One or more plies of Type G2 "GAFGLAS #75" or "Ruberoid 20 FR" base sheets, hot mopped or mechanically fastened. Membrane: One or more plies of "Ruberoid 30 FR" hot mopped in place. 22. Deck: C -15/32 Incline: 1 Insulation (Optional): Polyisocyanurate, wood fiber, perlite, or glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet: One or more plies of Type G2 " GAFGLAS #75" hot mopped or mechanically fastened. Ply Sheet: One or more plies of "Ruberoid 20" or "Ruberoid 20 FR ", hot mopped in place. Membrane: One or more plies of "Ruberoid 30 FR ", hot mopped in place. Class B -Fully Adhered 1. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of GAF G -1, G -2 or G -3 base sheet, hot mopped or mechanically fastened in place. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97 applied at nom 1 -1/2 gal /sq. 2. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. UILDING LECTRICAL LUMBING : ontractor Builder regal tescription ddress of uilding L✓' Work to be perfo ed .under this Permi This pe it is gr , to the contractor or :uil•er named above to construct the ding or to install the equipment or evice descn the a li- Ition herefor in strict co pliance with all ordinances pertaining thereto and with the understanding that tl�e work will be performed in compliance with any ans, drawings, statements or specifications that may have been submitted to and approved by the propu�r unicipal authorities. This Permit may be revoked any time if the work is not done in compliance with such ordinances or if the plans are changed without` • uthorization. A further condition upon which this rmit is granted is the understanding that the contractor or builder named above assumes sppoo • • i ' for a thorough knowledge of , . • ces and .gulations pertaining to the work covered hereby whether shown on the plans or drawings ' h the men 4r s c' : tions and • j +r. es fespon- bility for work done by his agents, servants or employees. In consideration of the issuance to me of this permit I agree to perf. •• work covered hereunder in compliance with all ordinances and regulations rtaining thereto and in strict nformity th the plans,' drawings, state •• or specifications: submitted to tire roper authorities of Miami Shores V a • e. accepting this pe I assn e r n 'lity for all work done by either myself, my' ag :. ant or •loyee. itAFFitA74111 terlaaft2 MIAMI SHORES VILLAGE, FLORIDA DATE / Contractor's License No. PERMIT N° 7159 BY LOCATION 'ti) .•;` GARBAGE TAX RECORD PAID BY YEAR ANNUAL TAX PERIOD USED AMOUNT PAID DATE PAID RECEIPT NUMBER Z , 1940 /& — ... . ,t_L _I,(-,1 1941 Ai. at, y 3-..i' „ , 6:tA / t & . L ' ' i . ' ' 1942 d 0 / 0 0 / -..)-k- 51 f 35 ii--- 1 _ _.j. _ I 1943 / c'/,', ,, , 1944 ,.(/<2 i /,/ / / ., / , 1945 1946 __I__ % r. , , ,' , • ,, - k--- i 1947 eta le 1948 / . 0 0 , 1 , 1949 1_7- : t ...., Z--2- .Y/ S e ar' , p- ,:a.f 44 i'„ 1 2.— / ,/4 • 1.9- A( el 1950 /- 2 R- S LOCATION 'ti) .•;` GARBAGE TAX RECORD .1 357 X: t: 97th St. 14- by (iatt) /, /57 Sames fAT. Robertson / inftC/42- 57ro-ta41.444, /9S.2 /2 a / . 1/4, James • Robertson 357 . . ▪ 27t1i ownor- bu9mrer BUILDING PERMIT NO. OWNER'S NAME JOB LOCATION (ST. OR AVE.) GENERAL CONTRACTOR 13216 ZONE REQUIREMENTS DRAWINGS. SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY: NEW CONSTRUCTION REPAIRS ALTERATION ADDITION SUBMITTED TO PLANNING BOARD RE- SUBMITTED TO PLANNING BOARD SUBMITTED TO VILLAGE COUNCIL DATE 5 -21-52 APPROVED CU. FT. LOT D.7 all 18 REJECTED PLAN CUBE PRESENT ADDRESS ADDRESS TYPE STORIES ROOF CONSTRUCTION BLOCK 42 PERMIT FEE S I.Q0 DESCR IPTION DESC IPTION add earago and lauadrty .room to axistinc res., a:aoioee ear porte REFERRED TO COUNCIL CERTIFICATE OF OCCUPANCY NO. , .i" ISSUED / % BY � - � TO REMARKS BUILDING PERMIT AND INSPECTION RECORD -MIAMI SHORES VILLAGE LICENSE NO. SUBDIVISION PHONE NO. 50 11 - - Tc:: $ p •epr'° 3,000 INTERIOR CONSTRUCTION REASONS PHONE NO. LICENSE NO. p '. �UILD�ER'S BONg ])�)�� y NO. 1"+4- DATE DATE INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY . FOUNDATION -• SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ SEAMS & LINTELS - , N . - -- $ RANGE CONN. $ SEWER FRAMING ''- - 5t .c $ SOLAR HEATER $ FIXTURES $ GAS $ $ $ • INSPECTIONS FINAL INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT CLEAN -UP N` t�lr.' ! ?? `ll c�'�cC °?, g- ' �J- i l 1 -1Z N e �l /I _ f11 CONTRACTOR l R�rv� -C [� HONE PERMIT NO. // , gt DATE i (,Q• `i FEE $ NEW BLDG. 111 ALTERATION ADDITION 4" REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ H. W. HEATER CONN. S SEPTIC TANK $ RANGE CONN. $ SEWER $ MOTORS - $ SOLAR HEATER $ FIXTURES $ GAS $ $ $ • INSPECTIONS S INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING / (D S s. ROUGHING (p •,7 pp .C,C V GAS H. W. HEATER CONN SEWER RANGE CONN. SEPTIC TANK SOLAR HEATER FIXTURES y��,�� G . (9 • �) �" -zi. . CONTRACTOR C - • PHONE PERMIT NO. l. a DATE S 7- ]-i__ FEE $ .Ayf ' NEW BLDG. I ALTERATION 1 ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ H. W. HEATER CONN. $ RANGE CONN. $ MOTORS - $ FIXTURES $ $ • INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE ROUGHING (p •,7 pp .C,C V Uj H. W. HEATER CONN RANGE CONN. FIXTURES & FINAL PLUMBING PER TS & INSPECTIONS ELECTRICAL PERMITS & INSPECTIONS APPROVAL TO POWER CO. FOR SERVICE DATE B N9 1518 Approved use by occupancy CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION Street Address i Miami Shores Village, Fla., Owner, Agent or Tenant of Building Lot `rt i 1 ' Block ! i- Subdivision Remarks: This Certificate of Occupancy is issued to the above named for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known zs the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings or structures. BUILDING DIVISION BUILDING ELECTRICAL PLUMBING Owner of Buildinn . Chi Contractor or Build Legal Description Address of Building This permit is gr ted to the contractor or builder named above to construct th- ".uilding or to install the equipment o ' device describ ` in the appli- cation herefor in strict .mpliance 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 withou authorization. A further cond4tion upon which this permit is granted is the understanding that the contractor or builder named above assumes respo'..i.' ty for a thorough knowledge . i . dinanccs and regulations pertaining to the work covered hereby whether shown on the planrrikawin s tements or s 'fications and • _elf mes respon- sibility for work done-by his agents, servants or employees. ti �� Lot ti MIAMI SHORES VILLAGE, FLORIDA DATE Contractor's License No. PERMIT No 7159 Work to be Ormgd under this Perm Subdi- vision Value o Project BY Ce I Amt. o Permit Signed: � : �i �� By ` S 194L,L AUTHORITY co In consideration of the issuance to me of this permit I agree to per . 'e work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in stric onformi with the plans, drawings, stat is or specifications submitted to the proper authorities of Miami Shores Village; In accepting this •ermit I as a /poility for a work done by either myself, my agent, servant or employee. BUILDING ELECTRICAL PLUMBING Owner of Building Architect Contractor t f , 1 y ! . or Builder 1 ••� l q L4 Legal Lot ` J Bl. Z- Description Address of s54, 9 ) . & G 7 (�,/° Building ! ,,(,�'� CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA DATE 6 - 7.05 194F PERMIT N° 5457 Work to be performed under this Permit Contractor's License No vision ! • Value o Am of (� Project This "" Perm itZ 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 appli- cation herefor in strict compliance with all ordinances pertaining thereto and w th 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 pl drawin s or in the statements or specifications d that he es respon- sibility for work done by his agents, servants or employees. /5 Signed: ' By _ 77) INSP TOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with C inances and egg pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authoriBMof Miami Sho In accepting this permit I assume responsibility for all work done by either myself, my agent, servant or employee. BY AUTHORITY ns `r 3ILDING _ECTRICAL 4 0.149‘' UMBING Work to be performed under this Permit . wner of Aiding j doom* ' !Vie L. echitect ontractor . ■,. ...„, * - ( - Builder "40 440..., \-4r7 , -----?--1 i r = ...,4 .-...gal Lot i Ci ',. Bl. 4 L. escription CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA PERMIT N° 5457 DATE Subdi- S, vision 4 /./ • ...t,)„ 4 ..1' I Iiiding k ,if `7 7 %)). & 97 ' J. Project 7 f '"• ... . go Permit *2 ddress of Value of te Amt. of 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 appli- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any ans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked 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 :unit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and uulations pertaining to the work covered hereby whether shown on the pl dra • qr ' lhe statements or specifications that he es respon- 7ility for work done by his agents, servants or employees. Signed. ' Cietot-' By 2 2 a : INSP OR 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 :rtaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. accepting this permit I assume responsibility for all work done by either myself, my agent, servant or employee. BY Contractor's License No. AUTHORITY KUILDING t-LECTRICAL PLUMBING GOOFING Owner of Huilding architect Contractor Dr Builder l .egal Description Address of Kuilding Lot MIAMI SHORES VILLAGE. FLORIDA ❑ J. ❑ DATF 195_ a ❑ PERMIT N° 6120 Contractor's ❑ License No. , L) U d ❑ Work to be performed under this 1 / f Value of Project $ Permit 1 i . 1 _4 r t a u.I • Subdi- Bl. vision Amount of Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the 'application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed. BY ; T t 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 ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY 6 Compa Job e ddress_ Inspection Time Ready Date Ready_ REQUEST FOR INSPECTION PHONE A.M. P.M. MIAMI SHORES VILLAGE, FLA. JOB ADDRESS INSPECTION ••, N9 6721 TIME READY 4- z • REMARKS• INSPECTOR DATE / '4,01/ APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address.. Registered Architect and /or Engineer Name and address of licensed contractor MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Date L No .2 / Street , 19. �� Gt re Location and legal description of lot to be built on: Lot Block Subdivision. Street and Number where work is to be done State work to be done and purpose of building (by floors) «fi L.. • and for no other purpose. New Building Remodeling Addition Repairs /k.%"' No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 7 `r, Amount of Permit $ Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by 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 to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No (i / ), Date._____ _c -._i/ Read, Sworn to and Subscribed before me. Disapproved �� -- ,, n,__ _ Da �; � Notary Public, State of Florida (Signed) fry ', .,_.... :. z , - - .,. d Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member ...... Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re-inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. Architect Contractor or Builder Legal Description, Lot I II NTRACTOR OS BUILDER-Ad. Bl. BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building MIAMI SHORES VILLAGE, FLORIDA PERMIT IT? 13283 Work to be performed under this Permit Subdi- vision DATE _24,. Contractor's s License No t — iewwwl 95 Address of Value of Amt. of t .r .aw .. . ... , Proj ect $ Permit $ Building aw - y, ! !�' N. This permit is granted to j'ht contractor or bder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with ,all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: ..-- . - 4- ..,,,,,,,,.w '*...... BY INSPECTOR In consideration of the issuance to me of this permit I agree to pesfam the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. • .r AUTHORITY