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890 NE 100 St (6)PERMIT AP ?LIGATION FOR MIAMI SHORES VILLAGE Date 3 Job Address A b 4)t Imo J Tax Folio /1 - 3 0x(p - 04. - 06 /0 Legal Description Historically Designated: Yes No V 6 - 9)Lessee / Tenant r (..J k. Picienc Master Permit # q q 1 /3 Owner's Address NO 0 E /OC) Phone Contracting Co. 0.1 04 £4 I I . ii Address 6 43;5 PQi b J ith r State # (94.64 WORK DESCRIPTION FEES: PERMIT or Condo Pr COL-U-12LO- Notary as to Owner and/or Condo President My Commission Expir RADON Qualifier J Im& D Catro J.A. SS# / 5 - 1 A1,4 - 351 ! Phone 76 7 -2642. Competency # CO ( U-M) to Ins. Co. ES/ F C22,4-7 Address Municipal # Architect/Engineer Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL R VING FENCE SIGN (tolflt t() hnop 91. L.to Juv. Square Ft. 32i 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 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 commerce with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to the work stated S ' eU2_ - & :1,/% ident Da i5 /9 /gib ate OFFICIAL OTARY SEAL SANDRA D OBENOUR NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC265272 MY COMMISSION EXP. MAR. 12,1997 APPROVED: Zoning Building Mechanical 3a misk I b4 Volt& b 0. p 1lOp 90 /91N leptul L.I/� � 403 f Estimated Cost (value) / i9 • �(� 3�,� ae dtAA 7/ 01 A Notary as to Contractor or Owner - Builder _ D My Commission - .o' � nfrlt�aL 1' r id SQL §O 1 D O B2N OJ" I�1` ©TA PUBLIC STATE 0 LO :iiLf II COWNESION NO. C 755271 MY COMMISSION EXP. IAR. 12,1 97 e of Contractor or Owner- Builder C.C.F. 1r - NOTARY TOTAL DUE /V Electrical Plumbing Engineering • . STATE OF FLORIDA, COUNTY OF DADE HEREBY CERTIFY Shot this is a fate copy of the original filed in this office on .22 day of 1 9a— G L , A D.19 VIBI LESS ray h nd 'nd IPRVEY RIPP N By NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. I t — AO (L2 — O 3I -Coto 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. 5q U NF )00 '4J 1. Legal description of property and street address: 2. Description of improvement: 3. Owner(s) name and address: rj OnEvPQ ('Y\.. PA, Interest in property: • ATY•-s1A--- Name and address of fee simple titleholder: 4. Contractor's name and address: e 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 is specified) Acs..__ %lb It Ignature t Own //rr,,,, Print Ow ers Name l � ( (Y Sworn to and subscribed before me this I ) day of ()_} , 19 L Notary Public Print Notary's Name My Commission Expires: FFICIAL Vidal Seal. K , rcu•:rm'CluntyCou fs D.0 rn ) -' Y`1 c-'L. L / / s • OTARY SEAL A RA D OBENOUR ■a14.412,1=41 ±:rx•:o�;r:� "€6 - ' v S v 96R 122419 1996 hiAR 22 12 :49 Prepared by: Address: p4a0q MQQ� ..• LY 12a01-52 2193. -�a Altusa 'r Alfareria dcl Turbio, S.A. Barquisiineto, Venezuela M PIODUCT E_Q_EACCEZTANEE OF ACCEPT ETflOPOLITAN DADE COUNTY, FLORIDA MTRO -DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1003 METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2906 Your application for Product Approval of : Ica . Ile ail n u • rtar r : I • 4 Tiles undcr Chapter 8 of the Metropolitan Dade County Code governing the use ofAlternate Materials and Typcs of Construction, and completely described in the plans, specifications and calculations as submitted by Redland Technologies, The Center for Applied Engineering, Inc., and Testwell Craig Laboratories & Consultants, Inc )Tas' been "recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific and standard conditions set forth herein. 1 • ,. The approval shall be varid for a period of three years. The Building Code Compliance Departrnent reserves the o; right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If product or material fail to perform in the approved manner, the Code Compliaiwe Department may revoke, modify or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will bc incurred by the Manufacturer. PRODUCT NO- : ACCEPTANCE NO.: EXPIRES: APPROVED: 94- 11914.01 F .B 1 4 1997 F�5 ? . 1995 Raul Rodriguez Product Control Division Supervisor - PLEASE NOTE - 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 Department and approved by the Building Code Committer to bc used in Dade County, Florida under the conditions set forth above. Charles Danger, ('.E., Director Building Code Compliance Department Metropolitan Dadc County J ,07/1005 09:32 FAX 3056337640 r Applicant: Altusa Tile Alfareria del Turbio, S.A. Barquisimeto, Venezuela • Cater: Sub- Catea: Type: Sub -Type: PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPRDVAL Prepared Roofing Tile Nail- on/Mortar Set/Adhesive Set Clay G &S WAX; SUYI'LI System Descriiptiotl Alfareria del Turbio, S.A. (Altusa), located in Barquisimcto, Venezuela, manufacturers clay roof tile for nail -on, mortar set or adhesive set applications. All tile is manufactured from natural Venezuelan • clays. This Product,fjptrol Approval relates to Altusa's "Alto a S" tile profile. Refer to appropriate product Control Approvalsfor other tile profiles. The "Altusa S" tile profile is available in a varietyof 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. Product Control No.' Approval Date: Expiration Date: 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 insta 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. Contact: Carlos J. Fernandez General Manager Altusa Tile, Almar (USA). ne. 6645 Northwest 77th Aventic Miami, FL 33166 (305) 471 -5530 94- 0914.0 I FEB 2 2 19y5 FEB 1 4 1997 ,07/10,95 09:32 FAX 3056337640 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLIC NT Test Product Dimensions Specifications Altusa'S' Clay Roof 1 = I8'/." ASTM C 1167 Tile w = 10" 1 4." thick Trim Pieces I = varies w = varies varying thickness G &S BLI.K: SUPPLY ASTM C 1 167 Product Control No.: 94 -0914 01 Product Description High profile, interlocking, one - piece, '5' shaped, clay roof tile equipped with two nail holes and a single roll. For direct deck nail -an applications only. Accessory trim, clay roof pieces for use at hips, takes, ridges and valley terminations. Manufactured for each tile profile. 0041 U � : 1 li : :J •, 1130 Felt Product #43 Coated Base Sheet Mineral Surface Cap Sheet Rainproof II Ice and Water Shield Mopping Asphalt Flashing Cement •)U.� u...J r U - 1u TRADE NAMES OF PRODUCTS IVIANUFACTURi;D OTHERS Dirac sn ions N/A N/A N/A Lenzingtcx -Z13 140 .59" x 164' roll Underlavment 22 lbs /roll 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll N/A N/A Test Specifications ASTM D 226 type II ASTM 0 2626 ASTM D 249 PA 104 PA 104 PA 103 ASTM D312 type III or IV .J1.1 1 L. ASTM D 4586 Product Control No.: 94 0914.01 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 surfaced asphalt roll roofing for use as a top ply in a double ply underlayment system. Single ply, nail -or, underlayment. Single ply, nail - on underlayment with 2" self - adhering top edge. Self - adhering underlayment for use as a top ply in a two ply underlayment system with approved #30 or #43 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, fiber reinforced_ trowel grade cement for repair and flashing applications. Manufacturer generic generic generic Lenzi:ng Performance, Inc. PCA :94- 0527.05 Protect -O -Wrap, Inc, PCA #94- 0714.01 W.R Grace Co. PCA 492-1116.01 generic generic 1'rnduct Asphalt Primer Roofing Nails Tin Caps Wood Battens Tile Nails Tile Screws Roof Tile Mortar ("TileTiterm ") Roof Tile Adhesive ( "Polypro3) AH 160 ") •) 1 .)U.J.J 1 U - l0 Dimensions N/A min. 12 ga_ with ' /," head min. 32 ga min_ 1 4" o.d. max_ 2" o.d. vertical min. 1 "x4" horizontal min. 1" x 4" for use with vertical battens or min_ I"x2 " for use alone min. 8dx2' /2 "or tnin. 10d x 3" min. #8 x 2'/_" or min. #10 x 2" N/A N/A Test Specifications ASTM D 41 PA 114 Appendix ly PA 114 Appendix E Wood Preservers Institute LP - 2 PA 114 Appendix E PA 114 Appendix E PA 123 Sze PCA 4 DLL)., JU1'!'L1 Product Control No.: 94 -09 14.01 Product n osc rip tioft Cut back, asphalt based coating uscd to facilitate bonding of dissimilar materials. 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 Salt pressure treated or decay resistant lumber battens Corrosion resistant, Screw, smooth or annular ring shank nails. Corrosion resistant, coated, coarse thread wood screws. Prepared mortar mix designed for mortar set roof tile applications. Two component polyurethane adhesive designed iar adhesive set roof tile applications. • gcncric generic generic generic generic gcncric �' Curer Bermuda Roof • Company, Inc. PCA #94- 0614.01 Polyfoam Products, Inc. PCA #94- 0401.01 16 t1Uli Product Hurricane Clip & Fasteners Valley Flashing Drip Edge Dimensio Clips min. ' / width min. 0.060" thick Clip Fasteners min. adx 1W' min_ 26 ga. min. 16" width min_ 26 ga_ min. 2" face flange min. 2" deck flange Test Specifications PA 114 Appendix E ASTM A 525 PA 11 I Product Descriptio Corrosion resistant bronze, aluminum, .tainless steel, galvanized steel or Plastic attachment clips for supplemental file attachment. Clips are installed with corrosion resistant H oofing nails compatible with the S lip. A hurricane clip is required on all cave tiles_ Galvanized steel ]alley flashing Galvanized steel drip dee Product Control No.: 94 7 191a 01 Maaufac_tt generic generic generic , 07/11j,'95 09:32 FAX 3056337640 Test Agency Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Red land Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Test Craig Laboratories �C Consultants. Inc. Test Identifier 7161 -03 Appendix Ili 7161 -03 Appendix III 25- 7200 -1 94 -084 94 -083 7161 -03 Appendix II Lettcr Dated Aug. 1, 1994 P0647 -0 I PO402 Project No. 307025 Test gMDC -78 Lab KAAP -2 Tech: A. Porcello TEST REPORTS G &S BLDG SUPPLY .4 Test Name/Report Static Uplift Testing PA 102 Static Uplift Testing PA 102(A) Static Uplift Testing PA IO2 (Quik -Drive Screws, Battens) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) ind Tunnel Testing PA 108 (Nail -On) ind Tunnel Testing PA I08 (Mortar Sc ;) Withdrawal Resistance Testing of screw vs. sr: ccth shank nails Wind Driven Rain PA 100 Physical Propertir.: ASTM C 1 167 !l � Product Control No.: _ 94 i1 Da Dec. 1991 Dec. 1991 Fcb. 1995 May 1994 April 1994 Wind Tunnel Testing Dec. 1991 PA 108 (Nail -On) Aug. 1994 Aug. 1994 Sept. 1993 Oct. 1994 Oct. 1994 Z008 Deck Type: Deck Description: SYSTEM D: Roofing Tile: 1ij. J.L 1'y_, JU:)U0J1U4U SYSTEMS (CONTINUED) Wood, Non - insulated New construction "/„" or greater plyw Mortar or Adhesive Set Application • ;&S L Lllu SUPPLY (Q1 012 Slope Range: 2 ":12" to 7 ":12" Note: System D is only acceptable in this slope range. Underlayment: Install choice of approved underlayment system, noted on Page 1 of Dade County Protocol PA 120, in compliance with Section 3.02 of PA 120. See System Limitation 47_ Install tile in compliance with PA 12C using one of the approved mortars or adhesives noted in this approval. Mortar or adhesive shall be applied in compliance with the mortar or adhesive manufacturer's Roofing Component Product Control Approval. The mortar or adhesive attachment shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA 127. The mortar and adhesive attachment data is noted in Table 4, attached. Comments: 1_ For re - roof applications, 15 / plyw 10 Product Control No.: 94- 0914.0 od or wood plank. d is an acceptable substrate. 2. For mortar set applications, the first three courses of tile shall be nailed with not less than one nail per tile: As an alternate, the first three courses of tile shall 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 deck with not less than one roofing nail every I fe_ 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. • U9:32 FAX. 3056337t340 G &S BLDG SUPPLY f3j Q13 SYSTEM LiM[TAT1ON The standard minimum roof pitch for "Altusa S ", nail -on, is 2" rise in 12" run (2":12"). The maximum roof pitch for is 7" rise in 12" run (7 ":12 "), All nail -on tile applications having a roof pitch and horizontal battens ( "Counter- Battens "), as having a roof pitch in excess of 7 ":I2" shalI be C. Product Control No,: 94 -n9 4.01 mortar or adhesive set tile applications mortar or adhesive set tile applications less. than•4I' :12" shall be installed over both vertical noted in System A. All nail - on tile applications installed oter horizontal battens as noted in System 3.. For nail - on applications, brass or stainless steel screws f or mechanical attachment of til es sha have a head diameter larger than that of the preformed holes in the tile. all 4. 'System installation shall be in compliance with the system specifications outlined in this Product Control Approval. Nail -on tile shall be attached using of the methods of attachment noted in 'Table 3 of this Approval. Mortar or adhesive set tile shall be attached using an approved mortar or adhesive noted in this Approval, the data of which is noted in Table 4 of this Approval. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet o exceed the required moment of resistance determined in compliance with Dade County Protocol PA 1 1 5 or PA 127. f'v 5. For nail - tile applications, an cave clip is required on all cave tile. For mortar set applications, the first three courses of tile shall be nailed with not less than one nail per tile. As an alternate, the first three courses of tile shall be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not less than 3 /," 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 tile of every fifth course, beginning at the eighth course, shall be nailed with not less than one nail per tile. 6. 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 required not less than 30 days after application to confirm tile adhesion. The results of this testing shall be repotted 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 state 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 field 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. 7. For mortar or adhesive set tile applications, '30/90 hot niqpped underlayment applications may be installed perpendicular to the roof pitch prior to June 1, 199 unless stated otherwise by the material manufacturer. Thereafter. 30/90 underlayment systems sha I be installed parallel to the roof pitch in compliance with Appendix 'A' of Dade County Protocol PA 120. 1 A. 11 I ki . J� 1'. � .) ).J 1 V•i 1 SYSTEM LtMITATIO (CONTINUED) �• All tilts shall bear the imprint cl identifiable marking identification in the field. l N.; £$LL 1 1 r'L v of the manufacturer's name or logo for 9. The Altusa "Altusa S" 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 'Moment Based System' 10. Applications for roofing permits shall include a completed Section 11 of the Uniform Building Permit, a copy of Altusa Tile'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. 1 I. The applicant shall retain the services of a Dade Count certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols_ 12. Any amendments to-these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. Product Control No.: 94- 0914.nl .07/10/95 09:32 FAX 3056337640 G &S BLDG; SUPPLY Z1 015 Altusa 'S' Tile Tile Profile DATA FOR ATTACHMENT CALCULATIONS Table 1: Aerodynamic Multiplilr - (ft') from PA 108 Testing. (ft') . Batten Application 0.29 Product Control No.: 94 -Q9j4. (ft') Direct Deck Application 0.31 The.. Profile Altusa 'S' Tile Battens 4.47 Table 2: Restoring Moments due to Gravity -1V1 (ft -lbf) from PA 102 Testing 3" 12" or less ,4irect Deck 5.35 4 " :12 " Battens 4.4 Direct Deck 5.27 5 ":12" Battens Direct Deck 4.31 5.1 6":12' Battens 42(2p Direct Deck 5.03 7 ":12" or greater Battens Direct Deck 4.08 N/A Tile Profile Altusa 'S' Tile Table 3: Attachment Resistance Expressed as a Moment - M • from PA 102 and PA 102(A) Testing TILE APPLICATION Battens Direct Deck APPROVED NAILS 1 nail N/A 6.20 2 nails N/A 8.40 APPROVEDi SCREWS 1 screw 12 screws' 1 nail N/A 1 26.80' N/A 28.70 I 31.80 21.20 APPROVED FIELD CLIP WITH: APPROVED EAVES CLIP WITH: 2 nails 1 nail 2 nails N/A N/A N/A 25.30 26.90 34.90 Screws for tile installation over battens shall be #8 x 2'/" long, corrosion resistant, Quik -Drive screws installed in.two manufactured holes located 1 and 1' /a' from the head of the tile. l Table 4: Attachment Resistance Expressed as from PA 101 Testing a Moment - M (ft-lbf) Tile Profile Tile Application Attachment Resistance Altusa 'S' Tile Mortar Set 24.50 Adhesive Set 66.50 .07/10/95 09:32 FAX 3056337640 G &S BLDG; SUPPLY Z1 015 Altusa 'S' Tile Tile Profile DATA FOR ATTACHMENT CALCULATIONS Table 1: Aerodynamic Multiplilr - (ft') from PA 108 Testing. (ft') . Batten Application 0.29 Product Control No.: 94 -Q9j4. (ft') Direct Deck Application 0.31 The.. Profile Altusa 'S' Tile Battens 4.47 Table 2: Restoring Moments due to Gravity -1V1 (ft -lbf) from PA 102 Testing 3" 12" or less ,4irect Deck 5.35 4 " :12 " Battens 4.4 Direct Deck 5.27 5 ":12" Battens Direct Deck 4.31 5.1 6":12' Battens 42(2p Direct Deck 5.03 7 ":12" or greater Battens Direct Deck 4.08 N/A Tile Profile Altusa 'S' Tile Table 3: Attachment Resistance Expressed as a Moment - M • from PA 102 and PA 102(A) Testing TILE APPLICATION Battens Direct Deck APPROVED NAILS 1 nail N/A 6.20 2 nails N/A 8.40 APPROVEDi SCREWS 1 screw 12 screws' 1 nail N/A 1 26.80' N/A 28.70 I 31.80 21.20 APPROVED FIELD CLIP WITH: APPROVED EAVES CLIP WITH: 2 nails 1 nail 2 nails N/A N/A N/A 25.30 26.90 34.90 Screws for tile installation over battens shall be #8 x 2'/" long, corrosion resistant, Quik -Drive screws installed in.two manufactured holes located 1 and 1' /a' from the head of the tile. l A 1:1 1 5A Clay (loot TlIcs • PROFILE D RAW IN C: DOVE TAIL LOCKS ALTUSA 'S' TILE 10" Product Control No.: 94-0914.() I ft) 117; JAI,/ ;I j METRO DAD (l;l : 32 FAX 3051;337640 This approval supersedes all previous approvals. L Approval Number 94 0106.18 NOTICE 2' nC' FrY ANC>rt STNQAtL tOL` railer t'tu comply with the Standard Conditions shall be cause G&S BLUc; SUPPLY MET R OPOLITAN DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING (;WILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1503 (305) 375 -2901 FAX (305) 375-2908 1. Extensions of Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (10) years, have been re - evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. ' Any revision or change in the materials, use, or manufacture o product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. Any unsalisfactouy performance of this product or process or a change in Code provisions shall be grounds for re evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. ade Count7, Florida, and followed by the an portion of the Notice of Acceptance is 5. The Notir ;e of Acceptance number preceded by the words expiration date may be displayed in advertising literature. If 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 an engineer. or termination of the Approval. f / ✓'vim ✓!�/ 1 r J• Raul Rodriguez Product Control Division Supervisor GENERAL: Base Sheet: Fasteners: Ply Sheet(s): Cap Sheet: Asphalt: METRO -DADE UNIFORM BUILDING PERMIT SECTION II BUILT -UP APPLICATIONS AND MODIFIED BITUMEN SYSTEMS Or 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. ) ( Note: No insulation system is acceptable under the minimum roof category. ) Built -Up Applications and Modified Bitumen Systems Page - 1 i610 n1E Oh v Complete the following for all Roof System Assemblies: (Check one of the following) Recover Re -roof: V New Construction If a recover, is the existing Roof System Assembly to be used as a bonding substrate ?: If YES, has an ASTM E907 test been carried out to confirm adhesion of the existing membrane to the substrate ?: (If 'yes', attach ASTM E907 test report. ) Proposed Fastener: (Attach withdrawal resistance test report. ) Has the deck been examined for moisture ?: (Provide data confirming compliance with Section 3401.9(c) . ) THE SYSTEM: All Roof System Assemblies in the Product Approval have a variety of options. Briefly describe the Roofing Components to be used in the Roof System Assembly and attach a copy of the manufacturer's published specification: Deck: (Briefly describe ) Insulation: (Type, size and method of attachment, if applicable ) Base Sheet or Ply: ( Type and method of attachment ) 711.6r L.-avh /v4 6/104) X75 Built -Up Applications and Modified Bitumen Systems Page - 2 Y V N Y V N A Y Ply Sheet(s): (Type and method of attachment ) Top Ply: (Type and method of allachment) Surfacing: (Type, if applicable ) Flashing Materials: (Type and method of attachment ) A d MOW eat9ts yrp te 17100A Sciyald Cat -aett P 441111 fJ/U Built -Up Applications and Modified Bitumen Systems Page - 3 r T inches W T inches inches FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP ROOF SYSTEM ASSEMBLY AND THICKNESS OF DECK AND INSULATION LAYER(S). (Where Roofing Component not used in Roof System Assembly, fill in with "N /A ".) Surfacing: (bra /l describe, , j/ appLcble ) Top Ply: Bonding Material: As "hal oil Pl Sheet(s): /�( it 0 � d Base Sheet: PAVa'k ...;z.ss... ..... .r ... • =MISR. Bonding Material: 45/4-A 7 � Fastener: ��// .�/ ( if bale thee, mech. d„ached) V Bonding Material: (Oat., .et bonded) Fastener: (if top Insulation layer mech. attached) Top Insulation Layer: (il applicable ) Bonding Material: (tf top innda,lon layer banded) Fastener: (!/insulation larch. attached) Insulation: Bonding Material: ( /insulation bonded) /' Vapor Retarder: (if applicable ) Primer: (fapplicable) Density. if concrete deck: l ee WO/n 75 Tin eel NJ 474 HECK: • t Q • - , lL./ Type: Itt Gage or Thickness: )( Built -Up Applications and Modified Bitumen Systems Page - 4 PERIMETER DETAIL #1: Parapet Wall Detail PERIMETER DETAIL #2: Flashing Detail Coping Cap Gage: Fastener Spacing: _ o.c. Clip Type: Clip Gage: Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Parapet Walls Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. ti Deck Type: 07� 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. Built -Up Applications and Modified Bitumen Systems Page - 5 Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gravel Stop or Drip Edge. Insert leaden 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: Deck Type: PERIMETER DETAIL #3: Gravel Stop or Drip Edge Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gutters. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood. blocking attachment. Gutter Type: Gutter Gage: Fastener Spacing: N/} PERIMETER DETAIL #4: Gutter Detail Built -Up Applications and Modified Bitumen Systems Page - 6 Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may exisil. Insert leaders indicating Roofing Component namcs, dimensions, thickesscs, etc. Include fastener type and spacing used for wood- egg blocking attachment. "Do IP l �l cy x. ��,P� of6,css I Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may exisit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood_ blocking attachment. PA Cfrf C/ 9 s 8/ /5P PERIMETER DETAIL 115: 'Other' Detail PERIMETER DETAIL 116: 'Other' Detail Built -Up Applications and Modified Bitumen Systems Page - 7 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 Attacked) Exposure Category: J Classification Category: At Hurricane Oceanline?: Basic Wind Speed at Building Location: Building Condition based on % of Openings: 1 10 mph N' A GROUND LEVEL // feet / r feet BUILDING INFORMATION II I Built -Up Applications and Modified Bitumen Systems Page - 8 Sketch Roof Plan indicating all dimensions, any slopes, roof drains, crickets, or roof top equipment Also insert variable labeled "a" which indicates perimeter and corner dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7-88 Fact Sheet Attached ) 13 11 T 4 \' a =pe - qc4- 5."°l n mo rc-Q AnfirS - Met' pA 1A8 Mk be -8 n Pros scats ItcoF PrnAf t PwwxZ PmAY 3 O 14:N - is t -loo -48 rs - d NVal U.F I- XR-S COY fat prq S per 6-I.5x -�a y l� _ 002- ij r w)C r q tt ac_ (4p 2 rows Q " o. C. c eP*I f S Ihe�I BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Built -Up Applications and Modified Bitumen Systems Page - 9 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: Y N Built -Up Applications and Modified Bitumen Systems Page - 10 Reviewed Field Test Data ?: Notes: Additional Notes: Built -Ulu Applications and Modified Bitumen Systems Page - 11 Plan Examiner N Job Address: € t7 ui (( Contractor: `() g The undersigned certifies that the Shingle 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 \. f)1 5 n. QP, of f- who, being first duly sworn, deposes and says that all information submitted herein is true and correct. Sworn to and subscribed before me this 11 th day of 19'% U.,V...1.AL NOTARYSSEAL .NDRA D G3ENOUR My commission expires:' 1" •! FU L!C ST'E Ou FLO DA CC:i.�?�t b1 sp 1, MY COMM!StON MT. Mia WOW rcensed Contractor / Owner Signature Notary Public State of Florida Page - 7 Process No. METRODADE GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 ;PRODUCT CONTROL NOTICE OF ACCEPTANCE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Your application for Product Approval of GAF Conventional Built -Up Roofing_ Systems 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 Iractory Mutual Research Corporation and Underwriters Laboratories, Inc. has been recommended for acceptance by the Building Codc Compliance Department to be used in Dade County, Florida under the. specific and standard conditions set forth herein. The approval shall be valid for a period of three years. The Building Code Compliance Department reserves the right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If product or material fail to perform in the approved manner, the Code Compliu ice Department may revoke, modify or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the Manufacturer. PRODUCT NO. : ACCEPTANCE NO.: 94- 1014.01 7 EXPIRES: NOV 1 01997 L % S / /v c.r i. .� G iamond, P.E. Product Control Division "- Supervisor - PLEASE NOTE - THIS IS THE 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 approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. APPROVED NOV 1 0 1994 Charles Danger, P.E., Dirccto Building Code Compliance Department Metropolitan Dade County Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Category: Membrane Roofing System Sub - Category: Built -Up Roofing Type: Conventional Su -Type: Fiberglass Product Control Notice of Acceptance Roofing System Approval Product Control No.: 944014.01 Approval Date: NOV 1 0 19 94 Expiration Date: U i 0 19 i? GAF Materials Corporation, a manufacturer of commercial roofing productsfor more than 100 years, produces a wide range of roof products for built -up and modified bitumen roofing systems. In addition GAF offers two ply modified systems to meet the demands for multi -ply SBS modified specifications. 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 "GAFGLAS Built -Up Roofing Application and Specifications" manual published annually. The GAF Roof System Assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories and have been tested in compliance with all requirements of the South Florida Building Code. Specific classifications for assemblies are listed in the current U.L. Roofing Material Directory and the current Factory Mutual Approval Guide. GAF Materials Corporation products are distributed through a wide network 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- 800 - ROOF -41 I. William J. Woodring Director of Technical Services 1361 Alps Road Wayne NJ 07470 (201) 628 -3000 iamond, P.L. 1 Product GAF Asphalt/Concrete Primer GAF Fibered Aluminum Coating GAF Gaftite Roof Insulation Fasteners GAF Jetblak Flashtite® Cement GAF Mineral Shield® Granules GAF Plastic Cement GAF Weather Coat® Emulsion GAFGLAS Ply 4® GAFGLAS Ply 6® Trade Names of Products Manufactured or Labeled by Applicant Dimensions Packing: 5 gallon pails, 53 gallon -- drums. Packing: 1 and 5 gallon pails GAF Jetblak All- Weather Packing: 1 and 5 Plastic Cement gallon pails. Packing: 60 Ib. bags. Packing: 1 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 ASTM D 41 ASTM D 2824 PA 114 ASTM D 3409 Packing: 1 and 5 ASTM 4586 gallon pails, 53 gallon drums. ASTbt D 1863 ASTM D 1227 ASTM D 2178 Type IV ASTM D 2178 Product Control No.: 94 1014.01 Product Description GAF Asphalt/Concrete Primer used to promote adhesion of asphalt to dissimilar surfaces in built -up roofing. A cut back asphalt based protective coating containing leafing type aluminum pigment and inorganic fibers. Insulation fastener system. Available in a variety of lengths and styles. All- Weather Plastic Cement used to install flashing and may be applied on wct surfaces. Coverage: 1 gallon/I4 11. GAF JetblakTM AII- Wcather Plastic Cement shall be used for flashing applications only. A trowel grade cut back bitumen flashing -grade cement mixture, containing inorganic fibers and mineral stabilizers. Granules for surfacing of exposed asphalt, cold process or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. ASTM D 4586 A trowel grade cut back bitumen standard -grade cement mixture, containing inorganic fibers and mineral stabilizers. Clay based emulsified asphalt coating with inorganic fibers. Type IV asphalt impregnatcd glass felt for use in conventional and modified bitumen built -up roofing. Type VI asphalt impregnated heavy duty ../,/ .. ' • Ril tlianienr1 P F. � - GAFGLAS Stratavent® for nailable decks Weight: 52 lbs GAFGLAS® #75 Base 3' x 108'; Roll Sheet weight: 75 lbs.. • Dimensions: 3' x ASTM D 4897 36'; Roll weight: 69 lbs.. 2 Type VI glass felt for use in conventional and modified bitumen built -up roofing. ASTM D 4601 w Gil Diamond, P Product Control No.: 94- 1014.01 Heavy duty fiber glass base sheet impregnated and coated on both sides with asphalt with or without fine mineral stabilizer. Surfaced on the bottom side with coarse mineral granules embedded in asphaltic coating. i , • GAFGLAS® Mineral Surfaced Cap Sheet GAFTEMP GAFTITE® Base Sheet Fastener Gafglas® Flashing Gafglas® Stratavent® Perforated Ruberoid® 20 Ruberoid® 20 FR Ruberoid® Mop Granule Vent Stacks (metal and plastic) 3' x 108'; Roll weight 76 lbs.. various 1'x72', 1'A x 72', 3' x 72'; Roll weight: 25 lbs., 38 lbs., 76 lbs.. 39.4" x 33.4'; Roll weight: 90 lbs. 39.4" x 33.4'; Roll weight: 90 lbs. 39.4" x 30.5'; Roll weight: 103 lbs.; Roll size: 100 R. ASTM D 228 PA 114 PA 114 Proprietary 36' x 3'; Roll weight: ASTM D 4897 60 lbs . ASTM D 5147 ASTM D 5147 3 ASTMD5I47 • PA 100(A); UBC No. 52 -2; ASTM D 1929 (Plas.) & 635 (Metal) Gil Diamond, P.E. Product Control No.: 94- 1014.01 An asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. Asphalt impregnated and coated felt surfaced with mineral granules used as the top ply in conventional built -up roof membranes. Polyisocyanurate foam insulation. Basesheet fastener for built -up roof - systems. Asphalt coated glass fiber mat flashing sheet available in three sizes. r"ydeavy duty perforated fiber glass base sheet impregnated and coated on both sides with asphalt, with or without fine mineral stabilizer. Surfaced on the bottom - side with coarse mineral granules embedded in asphaltic coating. Asphalt modified bitumen membrane, polyester reinforced for use in conventional built -up roofing. Asphalt modified bitumen membrane, polyester reinforced and treated for fire resistance, for use in conventional built -up roofing. A heavy duty, resilient, asphalt modified bitumen membrane, polyester reinforced. Used in flashing applications for conventional built -up roofing One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. • Product Trade Names of Products Manufactured by Others Dimensions Test Specifications • Pyrox various PA 110 Polyisocyanurate foam Apache Products Co. insulation AC Foam II various PAl 10 Polyisocyanurate foam Atlas Energy Products roof insulation Product Description Product Control No.: 94 1014.01 Manufacturer AC Foam -I various PA 110 Polyisocyanurate foam Atlas Energy Products insulation. Roofgrip Fastener PA 114 Insulation fastening Buildex assembly Hy -Therm AP various PA 110 Polyisocyanurate foam Celotex insulation`s Hy -Therm Nail -Line various PA 110 Polyisocyanurate foam Celotex insulation . Hy -Therm / Pyrox / Various PA 110 Polyisocyanurate foam Celotex Corporation White Line insulation Anchorbond Fastener PA 114 Insulation fastening Construction Fasteners assembly DekFast Fastener PA 114 Insulation fastening Construction Fasteners assembly ES -30, ES -45, ES -60, PA 114 Base Ply fastening system ES Products, Inc. ES -90® Fasteners (lightweight concrete decks only) Nail -Tite Type R Fastener PA 114 Insulation/base sheet ES Products, Inc. fastening assembly. 4 Gil Diamond, P.E. ISO 95 + Composite Various AL MB Aluminum Roof Coating Gripdek Fastener Hexcel Fastener Hextra Fastener Tapcon ISO 95+ UltraGard .E'NRG'Y 11 ISORoc Con -Tite Fastener Olympic Fastener CR -1.2 Base Sheet Fastener various Various Various various 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 Galvanized steel Base Ply Fastener (Lightweight Insulating Concrete only) Polyisocyanurate / Perlite Roof Insulation Roof Coating Insulation fastening assembly Insulation fastening • assembly Insulation fastening assembly Insulation4astening system Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam roof insulation Polyisocyanurate foam insulation. Insulation fastening system . Insulation fastening assembly CR -10 coated galvanized steel fastener. nci Product Control No.: 94- 1014.01 Firestone Building Products Company Grundy Industries ITW Buildex ITW Buildex ITW Buildex ITW/Buildex International Pcrmalite Manville Roofing Systems NRG Barriers, Inc. NRG Barriers, Inc. Olympic Fasteners Olympic Fasteners Olympic Manufacturing Group, Inc. CR -Base Sheet Fastener CR -Base Sheet Plate GlasFast Fastener PA 114 Glasfast Striker Fastener Paroc Product Control No.: 94- 1014.01 PA 114 CR -10 coated galvanized Olympic steel fastener. Manufacturing Gro• Inc. ASTM A 525 2.75" galvalume steel Olympic stress plate Manufacturing Group, Inc. Insulation fastening Owens - Corning assembly PA 114 Insulation fastening system Owens - Corning various PA 110 Non woven fiberglass mat Partek, Inc. insulation. Multi -Max various PA 110 Polyisocyanurate foam RMAX insulation. Insulfixx Fastener PA 114 Insulation fastening SFS /Stadler assembly'l' • Plate Fixx Fastener PA 114 Insulation fastening SFS /Stadler assembly • Rawl Drive PA 114 Insulation fastening system The Rawlplug Company, Inc. Rawl Spike Fastener PA 114 Insulation fastening The Rawlplug assembly Company, Inc. Rawlite Fastener PA 114 Insulation fastening system The Rawlplug Company, Inc. T -Fast PA 114 Steel/Wood fastening Trinity Engineering, assembly Inc. Tru -Fast Fastener PA 114 Insulation fastening Tru -Fast assembly ASTM D 312 roofing ASTM D 312 ASTM D roofing asphalt. generic asphalt 6 Gil Diamond; P.E. Product Control No.: 94- 1014.01 ASTM D 41 Primer ASTM D 41 Asphalt Primer generic Fiberglas PA 110 Fiber glass roof insulation generic Gypsum Sheathing . Various PA 110 Gypsum Sheathing used in generic specific Roof Insulation Assemblies High Density Wood various PA 110 Fiberboard Nails ASTM A 641 Min. #12 corrosion resistant annular ring shank nails, FF- N- 105 -B, Type 2 • Perlite PA 110 Perlite insulation board generic Red Rosin \ Rosin paper for barrier generic layer on wood decks tr Tin Caps 1 5/8" - 2" Min..010" (32 ga.) x 1" generic corrosion resistant disc 7 Wood fiberboard insulation. generic generic Test Agency Test Identifier Factory Mutual Research FMRC 1994 Factory Mutual Research Corporation Underwriters Laboratories, Inc. Test Reports Current Insulation Fastening Requirements FMRC Approval Guide 1993 Product Control No.: 94- 1014.01 Test Name/Report Date 01/01/94 J.I. # OT4A.I.AM Uplift Approval 08/26/92 J.I. # 1V8A4.AM Uplift Approval 06/28/93 J.I. II 1R1A6.AM Uplift Approval 11/15/91 J.I. II 0T2Q4.AM Uplift Approval 10/17/91 J.I. # 0Q6A6.AM Uplift Approval 07/16/91 FMRC Current Insulation 01/01/94 Fastening Requirements FMRC Approval Guide 1994 J.I. 3X3A2.AM Wind Uplift 08/02/94 J.I. 0Y9Q5.AM Wind Uplift 07/29/94 R1306, 87NK11819 Class A Fire Classification 01/01/93 8 Gil Diamond, )>F. Insulation Types: Basalt Wool Perlite Polyisocyanurate Composite Board Wood Fiberboard High Density Wood Fiberboard Rockwool Maximum Design Pressure Material Design Pressure Wood -60 psf Steel -45 psf Concrete -90 psf Lightweight Concrete -45 psf Cementitious Wood Fiber -45 psf Poured Gypsum Concrete -45 psf • Ivlshximum Fire Classification Material Classification Wood Class 'A' Steel Class 'A' Concrete Class 'A' Lightweight Concrete Class 'A' Cementitious Wood Fiber Class 'A' Poured Gypsum Concrete Class 'A' Fp Product Control No.: 94 1014.01 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. Deck Type 1: Wood, Non - insulated Deck Description: 19 / J2 " or greater plywood or wood plank decks System Type A(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Base Sheet: Ply Sheet: Cap Sheet: Surfacing: Product Control No.: 94- 1014.01 GAFGLAS® #75, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS® STRATAVENT® or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 s / tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the of the sheet in the field. Two or three plies of GAFGLAS® PLY. 4® 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 Surfaced 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 following: I. Grundy AL MB aluminum Roof Coating with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or GAF Fibercd Aluminum Coating with an application rate of 1.5 gal. /sq.. Maximum Design Pressure: -55 psf. Maximum Fire Classification: 'A'. See General Limitation #2. Maximum Slope: 3 ":12 "; See General Limitation #3. Specification No.: 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. • Qil Diamond, P.E. '- :` ' . 21 ��� •J Wood Deck System Limitations: 1. A red rosin sheet shall be installed on all wood plank decks to eliminate asphalt seepage and bonding 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 6® when used as a mechanically fastened base or anchor sheet. 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 caps are required by the South Florida Building Code. Pre - assembled 'Cap Nail' shall not be used for base sheet attachment Gil Diamond, P.E. 22 FP Product Control No.: 94- 1014.01 . / . /f); , c f, General Limitations: Product Control No.: 94- 1014.01 1. All asphalt shall comply with ASTM D 312 type III or type IV requirements. All proposed asphalt producers must be approved by the 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 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 GAF specifications for compliance with design criteria for each project. Refer to the coal tar pitch manufacturers Product Control ApproviT for slope limitations on these systems. 4. 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 recovery board is used the 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.. 5. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. 6. All work shall be performed by a Contractor licensed to do roofing work in Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer. 7. In re- roofing applications, moisture content in an existing built -up roof must be in compliance with Section 3401.9(c) of the South Florida Building Code. 8. Prior to application, all existing roof surfaces used as a bonding substrate shall be tested for uplift resistance in compliance with Dade County Protocol PA 124 to the calculated design pressure of the roof deck. 9. 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. 10. Perimeter and corner areas shall have an increase in fastener density for both insulation and base sheet in compliance with PA 117 of the South Florida Building Code. 11. All perimeter and nailer metal profile design shall conform with Dade County Protocol PA 1 11 of the South Florida Building Code. Gil Diamond, P.E. 74 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 end and on a clean, flat and dry surface. 14. Consult current Underwriters Laboratories Directory for the required coating for each roofing assembly. The assembly shall be 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 be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 16. Insulation may be installed in multiple layers. 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 at an application rate of 25 lbs /sq. 15% or mechanically attached using the fastening p'rtern 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 hot asphalt or adhesive. 17. 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 caps are required by the South Florida Building Code. 18. 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. 19. All standard panel sizes are acceptable for mechanical attachment. When applied in hot asphalt, panel size shall be 4' x 4' maximum. • Gil Diamond, P.E. 75 Product Control No.: 94- 1014.01 17 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Extensions of Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materialLuse, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. FP 6. Product approval drawings, where required for permit applications, shall be provided to the applicant by the manufacturer or his distributors unless othenvise noted in the Notice of Acceptance. The prints need not be re- sealed by an engineer. 7. Failure to comply with the Standard Conditions shall be cause for termination of the Approval. This approval superccdes all previous approvals. /;,‘/ 4 .e 'A' Gil i 'i'amgnd,P.E....:_. Product Control Division Supervisor Zara a Associates Inc. Roofing Laboratory Testing and Research Moisture and Up — Lift Testing RE.: TEST TO DETERMINE ROOF TILES ARE SECURED TO DECK AFTER 72 HOURS INSTALLATION - ADHESIVE SET - SOUTH FLORIDA BLDG. CODE 3404.3 Date: 4/29/96 Property address: 890 N.E. 100th. Street, Miami Shores, Fl Owner: Frank Miller Contractor: Obenour Roofing Permit #: 39443 City: Miami Shores Type of Tile: Altusa "S" Product Control #: 94- 0914.01 Roof Slope: 3/12 Sq.ft. area: 3,400 sq.ft. approx. Testing Equipment: Chatillon - DFIS 100 - Calibrated 9/7/93 The purpose of this quality control test is to confirm that there exists sufficient bonding by the adhesive to the tile and underlayment in the tile system applied; it will be determined whether 75% of the tile bonds to be tested in three different roof areas, provides sufficient resistance to an arbitrary static uplift load applied on the tile. This procedure will satisfy the Building Code Compliance requirements set forth in Protocol PA 106 -95. Tiles have been tested on three different roof areas: field, perimeter and comer areas. Prior to testing, dimensions of these areas were determined and recorded according to Chapter 23 of South Florida Building Code. Tiles selected at random from the three different areas, were lifted by hand, in order to test for loose components. LOAD APPLICATION: An arbitrary Toad of 35 Ibf. has been applied to each tile, holding the load for 5 seconds. Test results are tabulated as follows: 2524 W. 3rd. Avenue, Hialeah, Florida 33010 {954 }433 -1484 * (454)437 -2332 * Fax {954 }437 -2296 n et ra -Dade County Certification Na. 04-0125.0B April 30, 1996 AREA # PULLS LOOSE TILES BROKEN/ CRACKED TILES ADHESIVE DELAMINATED FROM UNDERLAYMENT TILES DELAMINATED FROM ADHESIVE Field 42 none none none none Perimeter 38 none none none none Corners 36 none none none none Enclosed find a sketch of the test site roof, indicating field, perimeter and corner areas dimensions, and also, location where pulls have been conducted. XX XX Truly yours, ETER L. Lab. Director Encl. Sketch More than 75% of the tile bonds tested in each of the three areas, provided sufficient resistance to the arbitrary Toad applied. More than 25% of the tile bonds tested in each of the three areas, did not provide sufficient resistance to the arbitrary load applied. More than 10% of the components have been determined to be "loose" components. The static uplift quality control test for the property in question, complies with the Code requirements 3404.3 and Protocol PA 106 -95. ZARA AND ASSOCIATES, INC. RICARDO :.CARLES, P.E. PROPERTY LOCATED AT 890 N.E. 100TH. ST., MIAMI SHORES, FL ® Field • Perimeter Corners 21 ft 6ft 15 ft ee / r -- --� / ® r / • 47 ft • 1 L. >4 30 ft FRONT 4 ft- 18 ft r J • • t ■ 15 ft 18 ft 36 ft 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 h 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 Location and legal des ription of lot to bebuil .on: Lot..../ - Block .1 Street and Number where work is to be done.. State work to be-done and purpose of buildi l r ./1) STATE OF FLORIDA, COUNTY OF DADE. ss. Permit No Disapproved (Signed) APPLICATION FOR BUILDING PERMIT MIAMI SHORES VILLAGE id/ New Building Remodeling Addition To be constructed of Kind of foundation Estimated Total cost of improvements 030- .•• 3 0- 6 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 Libor under theFlorida 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 ender this permit; and will post or cause to be posted for inspection on the site of -. ork such pubic notice or notices as are required by the Act. The undersigned agrees to employ only sucl eantractors, on work to . rformed under this pennit, as are licensed by Miami Shores Village. Remarks..__ (Signe ... �.. 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. , Buildin spcctor BUILDING INSPECTION DEPARTMENT Date..._`, ..-. No.. Subdivision 4 • 4) -4 1 r"...Y 7) 4/'6- / Q o - T � r �1 (by floors) 47,6 X1' 12. Street..../.0 _ and for no other purpose. Repairs No. of Stories Roof Covering Read, Sworn to and Subscribed before me. Notary Public, State of Florida t y — mmission Expires PLANNING BOARD DATE Chairinan 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. MIAMI SHORES VILLAGE, FLORIDA KIILDING 0 , DATE "', 4 v 195 ." ELECTRICAL 0 PLUMBING 0 PERMIT N? 9272 Contractor's KOOFING E-1 Dwner of Kuilding Architect 7ontractor Jr Builder .egal )escription Address of luilding Lot LI Work to be performed under this Permit .. Ai • .. CONTRACTOR OR BUILDER 1' 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 ierefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, irawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any ime 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 :ranted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations ,ertaining 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 Zone by his agents, servants or employees. Signed: • INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations , ertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. n accepting this permit I assume responsibility for all work done by either, myself, my agentoervant or employee. -) , • Subdi- vision Sq. Ft Value of Project $ Amt. of Permit $ BY BY AUTHORITY 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 Frank Miller Registered Architect and /or Engineer Name and address of licensed contractor Lang Roofing & Tile Company, Inc„ 430 N. W. 79th St., Miami Fla. Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 890 N. E. 100th St., Miami Shores, Fla. State work to be done and purpose of building (by floors) Apprax.- __3.__ _squares - tear -- _o.£f-.-shi;z-gle- tile- r --anp1y- -- 0 # -- Set .t.__anci. -- shingle_t,.ile and for no other purpose. New Building Remodeling Addition Repairs X. No. of Stories To be constructed of Kind of foundation Roof Covering 30#. felt, shingle tile Estimated Total cost of improvements $- ..165.00 Amount of Permit $ 5.00 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 he 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. LANG ROOFING & TILE COMPANY INC Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the_ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. st Permit No 1 - ? z— Date Read, Sworn to and Subscribed before me. Disapproved / Date- ( Signed) ec-4 ,,//f� . Chairman Member Member MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Date Sept. 14, 1959 ,19 No 890 Street N. E t 100th St . Miami Shores, Fla. LANNING BOARD DATE to me well known, Notary Public, State of Florida uilding Inspe t. My Commission Expires 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. BUILDING ELECTRICAL I I PERMIT 'N? PLUMBING ROOFING Owner of Building -•'' E Work to be performed under this Permit Architect Contractor or Builder �- r`` Legal Lot I) BI. Description Address of Building MIAMI SHORES VILLAGE, FLORIDA 13808 Subdi- vision Value of Project $ DATE r c- • r T Contractor's License No Amt. of Permit $ 195 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 INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY 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 maa 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! Location and legal description of lot to be built on: STATE OF FLORIDA, COUNTY OF DADE. j ss• MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Date No Street 6 "xe-4.4J Lot Block Subdivision Street and Number where work is to be done e /0 .,� i - ?) ,:% _2 .4 State work to be done and purpose of building (by floors)__ 3 o - y-a and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering O e 0 Estimated Total cost of improvements $____ / 00 Amount of Permit $ SI 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 perfo +;red under this permit, as are licensed by Miami Shores Village. Remarks (Signed /0 /V 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 ' ?0 3 Date 1 0 — I Read, Sworn to and Subscribed before me. Disapproved Date (Signed) 1— t c ) Building Inspector My Commission Expires Notary Public, State of Florida PLANNING BOARD DATE Chairman Member Member ____ Member Member Member ■1 Approved Date Disapproved Date TE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from \ -ig Board. spection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty `!or workmanship