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253 NE 101 StPERMIT APPLICATION FOR MIAMI SHORES VILLAGE Da - 3 -C -Job Address 2 -5 - 3 t r L 1 D 1 5 4-, Tax Folio Legal Description 2 S� (J4 1 0 1 S'4' Owner/Lessee / Tenant - O GOMO <_NeN J ter Pe •t # 1 /5 Phone pS_..1 S1 \1 ZO Owners Address 2' 5 CA •Q • \ 0 \ sc` N- • Historically Designated: Yes • t� i No ETa / /6 S� //'lamIS ,9— coL-o 7 U 10 0FMn $i' r ( PIIC Square Ft. V1.:(3D ` t/ / Ob ca�C Estimated Cost (value) \ 0, (per Contracting Co. /4 I ( Address c2) C C..s� Q Q \C■r..12_ • Qualifier C= `rt9.- SS# - Phone3US -)c\3"(c1 State # Q -- (50(4:40 - 2...\ ( ?) Municipal # bO- 'Z,Z,12 \y`"\ Competency # C kS 1 2) O005M Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICA ROOFING PAVING FENCE SIGN WORK DESCRIPTION Rb v(U or 1 i 1 } WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT:. I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. otary as to Owner and/or Condo President My Commission Expires: „OF FICIAL �� 012% . s P• S� • iii. •' �,y Com ssion #CC 4 84 ` 763 9 C FEES: PE A °` RADON APPROVED: Zoning Mechanical C.C.F. Notary as to Contractor or Owner- Builder My Commission Expires: NOTARY BOND "OFFICIAL SEAL" Steve P. G 3C 99 My Commission nC 48 TOTAL DUE Date Building Electrical Plumbing Structural Engineer A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. I TAX FOLIO NO. a. STATE OF FLORIDA: ra COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with 'S0 Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. i( 1. Legal description of property and street address: 2 '5 3 C1 t ; „,. cite 7 3. Owner(s) name and address: 5T l'f/I/ P(L(- 4 1#ry ,253 /Ye /D NOTICE OF COMMENCEMENT 2. Description of improvement: .4' v v Interest in property: Name and address of fee sim to ti eh der: T 4. Contractor's name and address: At I -�, r-'• v-C�, 1 131-1 ( I ' f 1 L *IA 3- , I 6�V1 tS . 23 I C■, 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 designed 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: / _ i 8. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: r 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differe tj. to is spe g7 Signature of Owner ,�) p Print Owners Name,TT EVFJI/ 1 l4—C ,, - Sworn to and subscribed before me this -,<`cD to � /Z5 5� -y�- 3Z/- o Notary Public Print Notary My Commission Expires: A )F FL''R COUNTY OF DADE .) NcR J • C R ;IFY that rhis b o fru irony 0I . fiiud in lids off P.. f the Ice on day 01 W!TN_ e,,.., Of! Saul. HA' .v OM CLFv, - , eireuffnnd Count Courts 9y .1 ( pC. Prepared by: 3 T6U& f e t a/No Address: A513 Ai // / S 7 f'W n9 V / -Slew, F� 12301.52 2/93 Contractor's Name: 74 � aOL� 6 9 ✓w+ / Address: 2 s3 //16 (0/ S Ly' (Low Slope Application) ❑ (Asphalt/Fiberglass Shingles) ❑ New Roof • ROOF CATEGORY ❑ (Nail -On Tile) O(Mortar- Adhesive Set Tile) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ' ROOF TYPE C`(Re roofing _ ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft') (300 S loped Roof Area (ft') 2170 Total (ft') 30° O Master Permit No. Exposure category (per ASCE 7 -88): — Building Classification category (per ASCE 7 -88 table 1): / T€r,'A: '44* 0 �3�. ✓ 6 hg ✓>aj) S 1 c i l? O Nit oo(. (?1 {",,,,Let. 1 4 P r F - 4- a 544.1- 2 6 14 r t 15° i4' r tet45 E. Ft. Ft. w/ Deck type: C4-2 o ° ATTACHMENT D Fastener Type: t 4' h ( s DETAIL 1 & 2 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) SPACING Field: 1 1 I Perimeter: (2 Corner: Page -1 ROOF PLAN 7 0 o Ride e U lion? MEAN HEICIIr Deck type: 7 Undedayment: Insulation: 12" ROOFSLorr D E T A I L 3 Appendix "E" UNWORM ROOFING PERMIT APPLICATION PROCESS No. SLOPED SYSTEM DESCRIPTION /vl Fastener type & spacing: Cap Sheet: (, 1e(S & ff Roof C overing: Page -2 9 04r ,4 Drip edge: .ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control J, Notice of Acceptance-Cover S,l}eet a) Specific System Description; b) Specific System Li$iitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals TILE CALCULATIONS (Pmax1?Z. 3 x X (Aerodynamic Multiplier): ti 3 1) - M D 0 = M 51 yCA: • 1 (Pmax2: ! I (, Sx X (Aerodynamic Multiplier): _ l ) - M l . Od = Mr % a 5 PCA: a. 3v (Pmax3: I 1 1 . $x X. (Aerodynamic Multiplier): ,• 7 ( ) - M :1. @ck M ( �6, Cv t METRO -OADE IPSO PRODUCT CONTROL NOT OF ACCEPTANCE 9- Metro Roof Tile, Inc. 11501 Northwest 1 l7th Way Medley, FL 33178 The expense of such testing will be i::curred by the manufacturer. APPROVED: O6/04/98 1 Internet mall address: postmaster @buildlc. :codeonllne.com METROPOLITAN DADE COUNTY, FLORIDA METRO- D \DE. •t..AGLER BUILDING BUILDING cop!: "')MPLIANCE OFFICE METRO b. FLAGLER BUILDING 140 WEST FLI.GL;:•:P STREET. SUITE 1603 t. IA: [.: LORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375.2900 PP •i 7 CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approv::l of: Metro Roof Tile, Nail -On, Mortar ;-;et, or Adhesive Set "SpaniMt S" Roofing T; Ic under Chapter 8 of the Miami -Dade County Code governing the use of Alternate M;:!:;: r..,: and Types of Construction, and completely described in the plans; specifications and calculatic:.s ..s ubmitted by: Redland Technologies, The Cen:er for Applied. Engineering, Inc. an t<vcll Craig Laboratories & Consultants, Inc. has been recommended for acceptance by the Building Code Compliance Office to : in Dade County, Florida under the specific co :.ditions set forth on pages 2-11 and the stand : - d litions on page 12. This approval shall not be valid after the expiration date stated below. The Buildic C : Compliance Office reserves the right to secure this product or material at any time :rom a jobs:. Manufacturer's plant for quality control testing. If this product or material fails to perform in the a:: o: 1 manner, the Building Code Compliance Office may revoke, modify, or suspend the use of sucl: pr_ ::. or material immediately. The Building Code Compliance Office reserves the right to revoke :ilk ?royal, if it is determined by the Building Code Compliance Office that this produ. :t or material 3 to meet the requirements of the South Florida Building Code. ACCEPTANCE NO.: 98- 0423.10 Renews: 94- 1017.01 "v EM'IRES: 06 /04/01 taut Rod: r4 Product C-_m: Superrisor THIS IS THE COVERSHEET, SE ADDITIONAL PAGES FOR SPECIFIC' :'; GENERAL CONDITIONS Br..' iLDING CODE COMMITTEE This application for Product Appro . al has been reviewed by the Mia.ni -Dade C..:u. .3uilding Code Compliance Of ice and approved by the Building Cod:. Committee to .)c used in I ad .. aunty, Florida under the conditions set forth above. Charles Dan:—r , Director I tuilding Co .: I.1iami - Dade a • tpliance Dept. y Homepago:'http: //. ;'I Ildingcodoonllno.com METRO ROOF TILE INC. Product Spanish `S' Concrete Roof rile Trim Pieces Product Lenzingtex -ZB 140 Underlayment Rainproof II Ice and Water Shield TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Dimensions 1 =•18" w= 10'/2" '/2" thick 1= varies w = varies varying thickness TRADE NAMES OF PRODUCTS MJ'.NUFACTURED OTHERS Dimensions 59" x 164' roll 22 Ibs /roll 30" x 75' roll 36 "x75' or 60" x 75' roll 36 "x75'roll Test Specifications PA :11-2 PA 112 Test Spccificatior: s PA 104 PA 104 PA 103 Page 2 of 12 Product Control Nc.: 98- 0423.10 Product Description Produc^ Description High profile, interloc::in: :ne- picce, `S' shaped, corcre :roof tile equipped with two nail For nail -on, mortar or adhesi • set applications. Accessory trim, clay roof ;. feces for use at hips, rakes, rid es :1:.d valley terminations. Manu:act.: :d for each tile profile. Single ply, nail -on underlayment. Single ply, nail -on underlayrr ent with 2" self - adhering top edge. Self-adhering underlayment for use as a top ply in a two ply underlayment system with Approved 1130 or 1143 as the base layer. anzing - :nance, Inc. is • .. urrent PCA Vs Grace Co. wi .t current PCA iL! •i: ufacturcr ;t -O -Wrap, Inc. :urrent PCA Frank Z :iloaga, RRC Roofing Product Co ::tr< .xamincr METRO ROOF TILE INC. Wood Battens Tile Nails Product Tile Screws Roof Tile Mortar ( "TileTiteTM ") Roof Tile Mortar ( "Quikrete® Roo: Tile Mortar ") Roof Tile Mortar ( "BONSAL® Roof Tile Mortar Mix ") Roof Tile Adhesive (Polypro® AH 160) Dimensions vertical min. 1" x 4" horizontal min. 1" x 4" for use with vertical battens or min. 1 "x2 "for u. :e alone min. 8dx21/2" min. 10d x 3" #8 x 21/2" long 0.335" head din. 0.131" shank dia. 0.175" screw thread diameter N/A N/A N/A N/A Test Specifications Wood Preservers Institute LP - 2 PA 114 Appendix E PA 114 Appendix E PA 123 PA 123 PA 123 PA 110 Page 3 of 12 Product Controi N ).: 98- 0423.10 Product Description Salt pressure treated or decay r lumber battens Corrosion resistant, screw or smooth shank nails. Corrosion resistant, coated, square drive, coarse thread wood screws 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. M ;11- .Afacturer :neric : neric .y neric F ° . tuda Roof Inc. .urrent PCA u ikrete nstruction rodycts :ur4ent PCA Bonsai Co. :urrent PCA am Products, Inc. :urrent PCA Frank Zuloaga, RR Roofing Product Cr:;:r :xaminer METRO ROOF TILE INC. Test Product Dimensions Specifications Hurricane Clip & Clips PA 1 14 Fasteners min. %" width Appendix E min. 0.060" thicl: Clip Fasteners min. 8d x 1' /," Page 4 of 12 Product Control Ni.: . 98- 0423.10 Product Description Corrosion resistant bronze, alninum, stainless steel, galvanized steel or plastic attachment clips for supplemental tile attachment. Clips are installed with corrosion resistant roofing nails compatible with the clip. Stan facturer :neric Frank 7_uloaga, RRc:. Roofing Product Cc .::I :xaminer METRO ROOF TILE INC. Test Ayency Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Tec'mologics Redland Technologies Redland Technologies Redland Technologies The Center or Applied Engineerint., Inc. Testwell Cr. ig Laboratorie; & Consultants, Inc. E VWENCE SUBMITTED Test Identifier 7161-03 Appendix 111 7161 -0:3 Appendix. III 2:5-7200-1 94 -084 94 -083 7161 -03 Appendix II :::port Dated ..ug. 1, 1994 P0647 -01 PO402 Pro::ct No. 307024 ••st #MDC -73 ab I /:EA 22 T •: ch: G. Suarez Page 5 of 12 Product Control Nc.: `►8- 0423.10 Test Name/Renort Static Uplift Vestin PA 102 Static Uplift Testing PA 102(A) Static Uplift Testing PA 102 (Quik -Drive Screws, Battens) Static Uplift Testing PA 101 Static Uplift Testing PA 101 (Adhesive Set) Wind Tunnel Testing PA -108 (Nail -On) Wind Tunnel Testing PA-108 (Mortar Set) Withdrawal Resistance Testing of smooth vs. screw shank nails Physical Properties PA 112 0;1:e De 1991 D ... 1991 R • 995 1994 .ri.1994 Window Tunnel Testing °c.. 1991 PA 108 (Nail -On) u? 1994 1994 .1993 Wind Driven Rain 1994 PA 100 . 1994 Frank Zuloaga, RR('. Roofing Product Cc :t: • •1 • .xaminer METRO ROOF TILE INC. Product Control No.: 08- 0423.10 SYSTEMS SYSTEM A: Counter -Batten Application Deck Type: Wood, Non - insulated Deck Description: New Construction 19/ or greater plywood or wood plank. Slope Range: 2 ":12" to 7":12" Note: Counter - Battens, as noted below, a'rc required for slop,: ngc 2 ":12" to less than 4 ":12" and are optional for sloFts c f - " :12" to 7 ":12 ". For slopes exceeding 7 ":12 ", refer to System C. Underlayment: Install underla. system in compliance with Miami -Dade '2c1 .:::,i Roofing Application Standard PA 118. Vertical Battens: Install vertical battens in compliance with Miami -Dade . o..r.. Roofing Application St :mdard PA 118 Horizontal Battens: Install horize:: al battens in compliance with Miami -Dade .;c a ' Roofing Application S::t.rdard PA 118. Roofing Tile: Comments: 1. For re-roc applications, 15 /32" plywood is an acceptable o: t e. Install tile in compliance with. Miami -Dade County Roc.: ng ..pplication Standard PA ' l8. (See - "Data.for Attachment Calculations' led in this Approval.) Page 6 of 12 rank Zuloaga, RR( : Roofing Product Cc .trc' <amincr METRO ROOF TI INC. Product Control No.: 53- 0423.10 SYSTEMS (CONTINUED) SYSTEM B: Direct De;k Application Deck Type: Wood, Non -insu fated Deck Description: New construction 19/32" or greater plywood or wood plank. Slope Range: 4 ":12" to 7 ":12" Note: System is only acceptable in this slope range. For slo;:c: less than 4 ":12 ", refer to System A. For slopes in excess of 7 ": ". refer to System C. Underlayment: Install ur;derlay:nent system in compliance with Miami -Dade Co:::. i Roofing Application Standard PA 118. Roofing Tile: Install tale in compliance with Miami -Dade County Root.ag ?.pplication Standard PA 118. (See "Data for Attachment Calculations" :nc..: ed in this Approval.) Comments: 1. For r: -roof applications, • plywood is an acceptable Page 7 of 12 Frank Zuloaga, RR(.' Roofing Product Co:itrc : caminer METRO ROOF TILE INC. Product Control No.: !>8- 0423.10 SYSTEMS (CONTINUED) SYSTEM D: Mortar or Adhesive Set Application t Deck Type: Wood, Non- insi.:iated Deck Description: New construction i9/32" or greater plywood or wood plank. Slope Range: 2 ":12" to 7 ":12" Note: System D is only acceptable in this §lope range. For ::1c,rwr in excess of 7 ":12 ", refer to System C. Underlayment: Install underlay went system in compliance with Miami- Dade +:'c :: ! Roofing Application Standard PA 120. (See System Limitation #5.) Roofing Tile: Comments: 1. For re -roof applications, 15 /32" plywood is an acceptable Install tile in compliance with Miami -Dade County Roof. Standard PA 120. (See "Data for Attachment Calculations" n: in:.:ed in this Approval.) • Page 8 of 12 Frank Zuloaga, RR. Roofing Product Cc r..: ( caminer - METRO ROOF TILE INC. Product Control N '> - 0423.10 SYSTEM LIMITATIONS 1. The standard minimum roof pitch for 'Metro Roof Tile's "Spanish S ", flat profile tile ii ;omply with Miami -Dade County Roofing Application Standards PA 118 or PA 120, depend r,; c:i the method of installation. f 2. For nail -on applications, fasteners f,;; mechanical attachment of tiles shall have a he:.: ; .'.i,_ neter larger than that of the preformed holes in the tile. 3. System installation shall be in compliance with the system specifications outlined ii- ; F .oduct Control Approval. The method of attachment utilized shall providt; sufficient attacl _.::: .rsistance expressed as a moment to meet or e:-.:ce °d the required moment of resistance determ::. compliance with Miami -Dade County Protocol PA 115 or PA 127. The Metro Roo`. . 3panish S" tile profile has been tested for borh wind characteristics and static uplift perform: :{:: , :.erefore, attachment calculations for installation in compliance with PA 115 or PA 127 shall : as a 'Moment Based System'. 4. For mortar or adhesive set tile applications, a field static uplift test by a Miami- D:.:: accredited testing agency, in compliance with Miami Dade County Protocol PA 10i:, ., . : be performed. 5. For mortar set tile applications, 3M0 hot mopped underlayment applications may :i alled perpendicular to the roof pitch unless stated otherwise by the underlayment materia' : facturer's published literature. 6 All tiles shall hear the imprint or id it fiable marking of the manufacturer's name CC T..:4( .or identification in the field. 7. Applications f. r roofing permits si;:: l include a completed Section I1 of the Unifor;: is :l ling Permit, a copy of Metro Roof Tile':; current specifications and details, a copy of th:s P: r ict Control Apprcval and a copy of the Product Control Approval of any Roofing Con--: ", . n. used in the proposed tile application. Refcr::nce shall be made to appropriate data for the r _:,u : fire rating. 8. The applicant shall retain the servi, :cs of a Miami -Dade County certified testing laE:.,-::. , ! to maintain quality control in compli::nce with the South Florida Building Code and r:: r. )rotocols. Samples taker. shall be in compliar e with Miami -Dade County Protocol PA 112, lix 'A'. Page 9 of 12 Frank Zuloaga, RRC Roofing Product Cont miner Table 2: Restoring Moments due to Gravity 5 ":12" - M (ft -Ibf) G ":12" Tile Profile 3 ":12" 4 ":12 " 1 r I. Batten s Direct Deck Batts. n s Direct Deck Batten s Direct Deck Batten s Direc: F. DecP Metro Roof Tile Concrctc (3.70 7.10 6.60 7.00 6.46 6.84 6.30 6.67 Table 3: Attachment Resistance Expressed as a Moment - M. for Nail -On Systems Tile Profile Tile Application Approved Nails .Approved Screws Approved Field Clip With: 1 r I. 2 nails 1 screw 2 screws 1 nail 2 nai' Metro Roof Tile Concrctc Battens N /.'\ _ NI A N/A 26.80 N/A N/A Direct Deck 6.70 8.40 2.8.70 31.80 21.20 25.3' METRO ROOF TILE INC. Metro Roof Tile Spanish 'S' "Tile File Profile Metro RoofTi:c Concrete DATA FOR ATTACI[MEN'I' CALCULATIONS Table 1: Aerodynamic Multipliers - X (it') 'Tile X (ft') Profile Batten Application 0.2.9 Tile Application Mortar Set Adhesive Set Page 10 of 12 Product Contra! 98- 0423.10 Frank Zuloara. RR Direct Deck A.! plication "jt I sail 90 1 D a t a noted in Table 3 is for in:.,'.allation with a 3" Tile hcadlap. 2 Approved :;crews are as noted in the 'Trade Names of Products Manuf: i ;ti 1 By Others' and 'Profile Drawings' sections el this Approval. Clips on cave tile are n:. ' r :iced for this attachment configuration unless the Required Moment of Resistance e:.::e .: the values noted above. Table 4: Attachment ;resistance Expressed as a Moment — f) for IV, crtar'or Adhesive Set Systems At lc .cnt R: ;i: ;.. ice 2� `., ":12" or greater' en 8 Direct Deck N/A .pproved _ave Clip With: 2 nails N/A 34.90 METRO ROOF TILE INC. 1/2' 1 3/ 1' - PROFILE DRAWINGS 3-3/Er i■ RoOrri Page 1 I of 12 10 1/ 4' Product Cont; • d : .98 5-7 /0' 3/4 -1 - METRO ROOF TILE INC. Product Control No.: 93- 0423.10 Metro Roof Tile, Inc. ACCEPTANCE NO 'F 1- 0423.09 11501 N.W. 117 Way APPROVED : .11 ne 4, 1998 Medley, FL. 33178 EXPIRES : .T, r.; 4, 2001 NOTICE OF ACCEPTANCE STANDARD CONDI1 IONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal applicatio: h :.; been filed and the original submitted documentation, including test supporting data, engineer; ...Y documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently labc!ed with the manufacturer's :!ar.: city, state, and the following statement: "i'.1iami -Dade County Product Control Approved , c specifically stated in the specific co:1('.itions of this Acceptance. 3 Renewals of' Acceptance will not be considered if: a) There has been a change in the :: Florida Building Code affecting the evalu. c) this product and the product is not i ; compliance with the code changes; b) The product is no longer the s6m. product (identical) as the one originally apprc :ve• ; c) If the Acceptance holder has net complied with all the requirements of this acce including the correct installation of the product; d) The engineer who originally pr ;pared, signed and scaled the required document::tic . initially submitted, is no longer practicHg the engineering profession. 4 Any revision or change in the materials, use, and/or manufacture of the product or l.nc shall automatically be cause for termination of this Acceptanc•, unless prior written approva has been requested (through the filing of a rc application will appropriate fee) and gr.:: te: '.; this office. 5 Any of the fol: owing shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance o,' this product or b) Misuse of this Acceptance a : an endorsement of ::ny product, for sales, advc . is .: or any other purposes. 6 The Notice of Acceptance number ;.receded by the words Miami -Dade County, Flo: id: :.;td followed by the expiration date may be displayed in advertising literature. If any p' : ti •)f the Notice of Acceptance is displayed, 'Men it shall be done in its entirety. 7 A copy of this Acceptance as well , approved drawings and other documents, whc shall be provided to the user by the :manufacturer or its distributors and shall be av;:.ia: it or inspection at the job site at all time:;. The copies need not be resealed by the engin::•::. 8 Failure to comply with any section cf this Acceptance shall be cause for terminatic a ._. ; emoval of Acceptance:. 9 This Acceptance contains pages 1 !::rough 12. EN:) OF THIS ACCEPTANCE Page 12 of 12 oaga, RRC Roofing Product Cont: .)1 ::miner PRODUCT CONTROL NOTICE OF ACCEPTANCE GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Your application for Product Approval of: GA F Conventional Built -Up 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: Dynatecli 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 -40 and the standard conditions on page 4 I. 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- 0804.21 Revises No.: 95- 1003.03 Expires: 11/04/00 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 in Dade County, Flori under the conditions set forth above. Approved: 11/04/97 Internet mail address: postmaster @buildingcodeonline.com METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 aul Rodriguez Product Control Supervisor Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING S`iVSTEM APPROVAL Category: Membrane Roofing System Sub - Category: Built -up Roofing Type: Conventional Sub -Type: Fiberglass Contact: William J. Woodring Director of Technical Services (973) 628- 4134 Page 2 of41 Product Control No: 97- 0804.21 Product Control No.: 97- 0804.21 Approval Date: November 4, 1997 Expiration Date: November 4, 2000 System Description GAF Materials Corporation, a manufacturer of commercial roofing .products for 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. 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 1- 800 - ROOF -411. ran 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' Product Control No: 97 0804.21 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 41 aga, 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 RUBEROID® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS® #75 GAFGLAS #80 Ultima Base Sheet GAFGLAS PIy 6® GAFGLAS Flex PIyTM 6 GAFGLAS Ply 4® 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 Ib. bags ASTM D 1863 5 gallons 1, 5 gallons ASTM D 2824 .Fibered aluminum coating. 1, 5 gallons 5 gallons 5 gallons ASTM D 4586 Asphalt flashing Cement 3 sq. roll 75 Ib. roll 2 Sq. Roll 70 lbs. /roll 5 sq. roll 45 Ib. roll 5 sq. roll 45 Ib. roll ASTM 1227 ASTM D 3019 ASTM D 3409 Page 4 of 41 Product Control No: 97- 0804.21 Product Description Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced. polymer modified Flashing cement • 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. 5 sq. roll ASTM D 2178. Type IV asphalt impregnated glass felt with asphalt o.bz„__,. 0o ing Product Contro Product GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATA VENT® 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 76 Ib. roll ASTM D 3909 60 Ib. roll various 69 lb. roll various various various various various various various ASTM D 4897 D 3672 ASTM D 489 D 3672 PA 110 PA 110 PA 110 PA 110 PA 110 PA 110 PA 110 Page 5 of 41 Product Control No: 97- 0804.21 Product Description Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. 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 D460I, Premium glass fiber reinforced SBS- Type 11, UL Type modified base sheet G2 BUR Polyisocyanurate foam insulation. Tapered, Polyisocyanurate foam insulation Polyisocyanurate foam insulation Tapered Polyisocyanurate foam insulation Polyisocyanurate foam insulation Tapered Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insula Th Roofing Product Control xam Product Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate foam Composite insulation with high density fiberboard or Permalite perlite insulation. GAFTEMP® Composite A GAFTEMP® Composite N GAFTITE® #12 Standard Roofing Fastener GAFTITE® #I4 Heavy Duty Roofing Fastener GAFTITE ASAP Test Product Dimensions Specification Description various Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate foam Composite A insulation with high density fiberboard or Permalite perlite insulation. various Product Control No: 97 0804.21 PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate foam Composite N insulation with high density fiberboard or Permalite perlite insulation. GAFTEMP® various PA 110 Fiberboard insulation. Fiberboard GAFTEMP® various PA 110 Perlite insulation board. Permalite® GAFTEMP Recover 1/2" thick PA 110 Perlite recover board Board GAFTEMP® various PA 110 High density wood fiberboard High Density insulation. Fiberboard 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 plastic plates. Page 6 of 41 oofing Product Contro xam RUBEROID MOP Smooth 1 sq. roll 87 lbs. RUBEROID® MOP 1 sq. roll PLUS 102 lbs. RUBEROID® MOP 170FR 1 sq. roll 103 lbs. Page 7 of 4 I Product Control No: 97- 0804.21 Test Product Product Dimensions Specification Description GAFTITE® Base PA 114 Base sheet fastening assembly. . Sheet Fastener and Plate Galvalume Plates 3" and 3 ''A" 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 ''/" PA 114 Round polypropylene stress plates. Ruberoid® 20 1.5 sq. roll ASTM D 5147 SBS modified asphalt base sheet and 95 lbs. 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. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and smooth surfaced. ASTM D 5147 Non -woven polyster mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID® MOP 1 sq. roll ASTM D 5147 Non -Woven polyester mat coated with FR 105 lbs. fire retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID® 1 sq. roll ASTM D 5147 Heavy duty, polyester reinforced, TORCH Smooth 87 lbs. asphalt modified bitumen membrane, smooth surface. RUBEROID® 1 sq. roll ASTM D 5147 Heavy duty, polyester reinforced, TORCH Granule 102 lbs. asphalt modified bitumen membrane, granule surface. oo ing 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 % sq. roll 93 lbs. 'h 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 ASTM D 5147 ASTM D 5147 Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. ASTM D 5147 ASTM D 5147 PA 100(A) ASTM D 1929 ASTM D 635 None 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 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. lsq. roll ASTM D 5147 Woven fiberglass mat coated with 101 lbs. 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. Mineral colloidal bituminous emulsion with reflective aluminum flakes ASTM D 5147 Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non- fibered. aluminum pigmented, asphalt roof coating ASTM D312, lnterply mopping and surfacing asphalt Types 1, II, III and IV SEBS modified asphalt Roofing Product Control Examiner Product Test Product Dimensions Specification Description RUBEROID MOD 60 Ib. kegs SEBS modified asphalt Asphalt L RUBEROID MOD 60 Ib. kegs SEBS modified asphalt Asphalt P Product Control No: 97 0804.21 GAFTEMP Various PA 110 Polyisocyanurate /wood fiberboard Composite A composite GAFTEMP Tapered Various PA 110 Tapered Polyisocyanurate /wood Composite A fiberboard composite GAFTEMP Various PA 110 Polyisocyanurate /wood fiberboard Composite N composite GAFTEMP Tapered Various PA 110 Tapered Polyisocyanurate /wood Composite N fiberboard composite GAFTEMP Tapered Various PA 110 Tapered polyisocyanurate foam Isotherm R GAFTEMP Tapered Various PA 110 Tapered polyisocyanurate foam Isotherm RA GAFTEMP Tapered Various Tapered polyisocyanurate foam Isotherm RN GAFTEMP Various Cut perlite board GAFCANTT^' GAFTEMP Various Tapered perlite board GAFEDGETM Tapered Edge Strip GAFTEMP PERMALITE® Tapered Roof Insulation Various GAFTEMP Recover 1/2" thick, Board Various sizes PA 110 Tapered perlite board PA 110 Perlite board Shingle- MateT"t 4 sq. roll Fiberglass reinforced shingle Underlayment 30 Ibs. underlayment Page 9 of 41 Roofing Product Control Examiner Product Control No: 97- 0804.21 Test Product Product Dimensions Specification Description GAFTITE® ASAP 500 per box PA 114 Pre - assembled fastener and metal and plastic plates Page 10 of 41 Roofing Product Control Examiner Pyrox TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Product Product Dimensions Specification Description Product Control No: 97 0804.21 Manufacturer various PA 1 10 Polyisocyanurate foam Apache Products Co. insulation (with current PCA) ACFoam I various PA 110 Polyisocyanurate foam Atlas Energy insulation Products (with current PCA) ACFoam 11 various PA 110 Polyisocyanurate foam Atlas Energy insulation Products (with current PCA) Hy -Therm Nail -line various PA 110 Polyisocyanurate foam Celotex Corp. insulation (with current PCA) Hy -Therm SP various PA 110 Polyisocyanurate foam Celotex Corp. insulation. (with current PCA) Hy -Therm AP various PA .1 10 Polyisocyanurate foam Celotex Corp. insulation (with current PCA) Hy -Therm Stable R various PA 110 Polyisocyanurate foam Celotex Corp. insulation (with current PCA) Hy -Therm White various PA 110 Polyisocyanurate foam Celotex Corp. Line insulation (with current PCA) Anchorbond Fastener Dekfast Fasteners #14 Dekfast Hex Plate 2 7/8" x 3 1/4" PA 114 Insulation fastening Celotex Corp. assembly (with current PCA) PA 114 Insulation fastener for steel Construction and concrete decks Fasteners Inc. • (with current PCA) PA 114 Galvalume hex stress plate. Construction Fasteners Inc. (with current PCA) Page 11 of 41 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 #12 ISO 95+ Composite PA 110 Polyisocyanurate / perlite Firestone ridged insulation (with current PCA) Asphalt ASTM I:) 312 Type II1 or IV Hot asphlat generic bitumin adhesive Asphalt Primer ASTM D 41 Asphalt Primer generic EPS various PA 110 Extruded polystyrene generic insulation High Density Wood various Fiberboard Pelite /Urethane Composite Perlite Insulation various Polyethylene 4 mil min. Red Rosin various Roofing Nails various Minimum # 12 Product Control No: 97- 0804.21 Manufacturer 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) 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 Rosin paper for barrier generic layer on wood decks PA 114 Corrosion resistant annular generic ring shank nails Page 12 of 41 Roofing Product Control Examiner Tin Caps Product MB aluminum roof coating Dens -Deck #12 Roofgrip #14 Roofgrip Gripdek Fastener Hexcel Fastener Hextra Standard Plastic Plate ISO 95+ E'N RG'Y-2 ISORoc Test Dimensions Specification Min. 32 ga. x 1 s / various 3" round various various various 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 PA 110 Polyisocyanurate foam / fockwool composite insulation Olympic Standard 3" round 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) 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) 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 Product Control No: 97- 0804.21 Test Product Product Dimensions Specification Description Manufacturer Olympic Fastener PA 114 Insulation fastener Olympic # 14 Manufacturing Group, Inc. (with current PCA) Olympic 3.25" round PA 114 Polypropylene Olympic Polypropylene plastic plate Manufacturing Group, Inc. (with current PCA) Olympic Fastener #12 GlasFast Fastener PA 114 Insulation fastener Olympic Manufacturing Group, Inc. (with current PCA) Olympic Fastener PA 114 Pre- assembled Insulation Olympic ASAP fastener and plate Manufacturing Group, Inc. (with current PCA) Olympic CR Base PA 114 Insulation fastener Olympic Felt Fastener and assembly for Base Sheet Manufacturing Base Sheet Disc fastening only Group, Inc. (with current PCA) PA 1 14 Insulation fastener Owens- Corning assembly with recessed Fiberglas Corp. plastic plate (with current PCA) Paroc Base Board various PA 110 Rockwool insulation Partek, Inc. (with current PCA) Paroc Cap Board various PA 110 Rockwool insulation Partek, Inc. (with current PCA) Multi -Max various PA 110 Polyisocyanurate foam Rmax, Inc. insulation (with current PCA) Multi -Max FA various PA 110 Polyisocyanurate foam insulation Page 14 of 41 Rmax, Inc. (with current PCA) Roofing Product Control Examiner Test Product Product Dimensions Specification Description UltraGard various PA 110 Polyisocyanurate foam Schuller insulation International Inc. (with current PCA) Insul -Fixx Fastener Insul-Fixx P Rawl Fasteners 412 Rawl Fasteners 414 Rawl 2" Plate Rawl 3" Plate Rawlite 3" Plate Super Prep II Tru -Fast DL 3" round PA 114 3" round polyethylene SFS /Stadler stress plate (with current PCA) 2" round 3" round 3" round PA 114 PA 114 Insulation fastener for steel SFS /Stadler and wood decks (with current PCA) PA 114 Insulation fastener for steel and wood decks PA 114 Insulation fastener for use in steel, wood or concrete PA 114 2" round galvalume AZ55 membrane plate PA 114 3" round galvalume AZ55 steel plate 3" round galvalume AZ55 steel plate for use with Rawlite fasteners Product Control No: 97 0804.21 Manufacturer The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) PA 121 Roof coating Thermo- Materials, Inc. (with current PCA) • PA 114 Insulation fastener for steel, Tru -Fast or wood (with current PCA) Tru -Fast Plastic 3.04" round PA 114 3.04" round polyethylene Tru -Fast Plate plastic plate (with current PCA) Page 15 of 41 oaga, Roofing Product Control Examiner Product Tru -Fast MP-3 Tru -Fast HD Tru -Fast Ultra Tru -Fast DP Tru -Fast TP Structodeck Dimensions 3.23" round various Test Specification PA 114 PA 114 PA 114 PA 114 PA 114 PA 1' 10 Product Description 3.23" round galvalume AZ50 steel plate Insulation fastener for use in wood, steel or concrete decks Stainless Steel fastener for use in steel, wood and concrete decks Insulation fastener for use in steel or wood decks Insulation fastener for use in steel or wood decks High density wood fiber Page 16 of 41 Product Control No: 97- 0804.21 Manufacturer Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Wood Fiber Industries (with current PCA) Roofing Product Control Examiner Test Name Report Date Agency /Identifier Factory Mutual Research Corporation Current Insulation Attachment Requirements FMRC 1996 01.01.96 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I. OT4AI.AM 08.26.92 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I. I V8A4.AM 06.28.93 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I. IRIA6.AM 1 1.15.91 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA. 114 J.I. 0T2Q4.AM 10.17.91 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I. 0Q6A6.AM 07.16.91 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I. 3X3A2.AM 08.02.94 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I. 0Y9Q5.AM 07.29.94 Factory Mutual Research Corp. Wind Uplift, FMRC 4470 - PA 114 J.I. 1B9A8.AM Underwriters Laboratories, Inc. Fire Resistance Classification UL 790 - PA 114 R1306, 87NK1 1819 01.01.93 Dynatech Engineering Corporation Wind Uplift PA 114 #3600.02.95 -1 02.02.95 Dynatech Engineering Corporation Wind Uplift PA 114 #4482.02.95 -1 02.02.95 TEST REPORTS Page 17 of 41 Product Control No: 97- 0804.21 Roofing Product Control Examiner Deck Type 1: Wood, Nr . d New Construction or Reroof Deck Description: 19 / 12 " or great ,vood or wood plank decks System Type A(2): Base sheet mech..iically fastened. All General and System Limitations shall apply. Base Sheet: Product Control No: 97- 0804.21 GAFGLAS ® #75, GAFGLAS #80 Ultima Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS FIexPIy, GAFGLAS® STRATAVENT® Nailable, RUBEROID Modified Base Sheet 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 sheet in the field. Ply Sheet: Two or three plies of GAFGLAS® PLY 4 ®, GAFGLAS FlexPly or GAFGLAS® PLY 6® ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Surfacing: (Required if no cap sheet is used) Install one of the following: 1.GAF WEATHER COAT® Emulsion with an application rate of3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating with an application rate of 1.5 gal. /sq.. 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. Maximum Design Pressure: -45 psf. (See General Limitation #7) Maximum Fire Classification: 'A'. See General Limitation #2. Maximum Slope: 6 ":12 "; See General Limitation #3. Specification No.: N- B -3 -G, N- B -3 -C, N- B -3 -M, N- B-4 -G, N- B- 4 -G /P6, N- B -4 -M, N- B- 4 -M /P6, N- B -4 -C, N- B- 4 -C/P6, N- B -5 -C, N- 13- 5 -C /PC, N- B -5 -G, N- B- 5 -G /P6, N- B -5 -M, N- B- 5 -M/P6 Page 21 of 41 Roofing Product Control Examiner Wood Deck System Limitations: 1. Fastener spacing for anchor sheet attachment is based on a Minimum Characteristic Force. (F') of 95 lbf 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. If the fastener value, as field tested, are below 275 lbf. insulation attachment shall not be acceptable. 3 A slip sheet is required with Ply 4® FlexPly'' 6 and Ply 6® when used as a mechanically fastened base or anchor sheet. 4. '/ Type X gypsum board is acceptable to be installed directly over the wood deck.. Page 37 of 41 Product Control No: 97- 0804.21 u oaga, Roofing Product Control Examiner GENERAL LIMITATIONS Product Control No: 97- 0804.21 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 I1 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 38 of 41 Roofing Product Control Examiner Product Control No: 97- 0804.21 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 lbf., as tested in compliance with PA .105. If the fastener value, as field tested, are below 275 lbf. insulation attachment shall not be acceptable. I2 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. Page 39 of 41 Roofing Product Control xam Product Control No: 97- 0804.21 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 Toad 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.) Page 40 of 41 `./ �� u oaga, Roofing Product Control Examiner 1 9 This Acceptance contains pages 1 through 41 END OF THIS ACCEPTANCE Page 41 of 41 Product Control No: 97- 0804.21 GAF Materials Corporation ACCEPTANCE NO.: 97- 0804.21 1361 Alps Road APPROVED : November 4, 1997 Wayne, NJ 07470 EXPIRES : November 4, 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 permanently 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. 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, arid/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. Roofing Product Control Examiner _ 9 ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) — Continued t h e gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below th overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered "Dens- Deck" in hot asphalt. "GAFGLAS Stratavent Naitable Base Sheet" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT T y pe G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS ;80 Premimum Base Sheet ") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") in the Class A, 8 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 ". "GAFGLAS 480 Premium 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, 6 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 ;:eck 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 reek 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 insulation in any of the fotlo:.ing Classifications. iru:. �tl "Perna Mop" may be utilize(: f t si l S ; tits s with Hot Roofing Asphalt ". G.A=G_AS #80 Premium Base Sheet may be used in any of the following Class A, 8 and C. Ho: r;ofing asphalt, for use with organic and glass felts or modified bitumen �i�r:� ?c <. Class A Deck: C -15/32 Incline: 3 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 Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply .1. hot mopped. m Surfacing: Gravel. 2 ; Deck: C -15/32 _. . Incline: 2 �' Insulation (Optional): One tir more layers perlite, wood fiber, glass 'fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic. any :hi. :kness. Ply Sheet: Three or more layers Type GI "GAFGLAS Ply 4" or. "GAFGLAS Ply Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 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.\ . . . • Pty Sheet: Two or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 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. 1. • LOOK MARKON PRODUCT ROOF COVERING MATERIALS (TEVT) 133 ROOFING SYSTEMS (TGFU)— Continued Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber coat system. 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 G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". Deck: NC Incline: 3 Base Sheet: One layer of Type G2 "GAFGLAS 475 Base Sheet". Pty Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type.G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". 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 G1, 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 G1. 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 Can Sheet ", hot mopped. Class 8 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 GI "GAFGLAS Pty 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 pertitr, wand fiber, glass fiber, isocyanurate, um+! , .nerlite /isnr': .e, perlite/ ,ret!.ine compm'' .. . - otic, any ,hic:.dess. Base Sheet: Two or mu: ' - .,■ !y Membrane: One or more layers of "Rubeioiri !,... . ...i 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 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 ". Surfacing: "Special Roofing Bitumen" 20 lbs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A Deck: C -15/32 Incline: 1/2 Insulation (Optional):. One or more layers perlite, wood fiber, glass fiber. isocyanurate, urethane, perlite /isocyanurate composite, pertite/ 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 110T AND COLD SYSTEMS . .. Class A Deck: NC Incline: 2 . . Insulation (Optional): One or more layers perlite, wood fiber or glass fiber; 2 in. 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. • . OAF MATERIALS CORPORATION Non•Nalla b or Accepts Roof Insul Asphalt Roofing Ar rillE r f Acceptable a /i r Side Lap A4,10 GAFGLAS Ply GAFGLAS Mineral Surfaced Cap Sheet South and West Zones Only Non - nailable decks or insulated decks up to 6 inches per foot slope. Poured concrete, acceptable roof insulation. See 'Roof Insulation,' pages 10, 11, for recommendations for roofing over GAFTEMP® Isotherm Insulation. Materials GAF Materials Corporation Asphalt/Concrete Primer (when applicable) GAFGLAS Ply (2 plies) GAF Materials Corporation Roofing Asphalt Interplies Cap Sheet GAFGLAS Mineral Surfaced Cap Sheet (1 ply) Approximate Weight per Square 175 -190 lbs." • Plus weight of insulation and fasteners. Specifications General Design and Application Considerations detailed in this Manual shall apply in addition to the following recommendations and specifications. Application of Roofing Membrane Starting at the low point of the roof, apply two plies of GAFGLAS Ply shingle fashion; lapping each sheet 20 5 4 inches over the preceding sheet; solidly mop- ping to the underlying substrate to provide two 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. On slopes up to '/t inch per foot, Flat ASTM Type II 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. 32 Slope per foot Upto3' 3'- 6" Asphalt Type Steep ASTM Type III HT -Steep ASTM Type IV GAFGLAS® Specifications I0 -3 -M and NN -0 -3 -M Special Instructions tri 1. For roof slopes of 1 inch`•per foot or more, all plies -must be back - nailed 4 inches in from the back f;dgeof the felt into wood nailers. See 'Installation on Steep Roofs," page 10. 2. For insulated decks, there are estrictions. See 'Roof Insulation,' pages 10-11. UL Classification UL Class Substrate Slope Insulation A B NC .� C 2' 3A 3 '/2 3A UL Chart Key 1. Substrate C = Combustible and Noncombustible Combustible = Wood planks, boards, etc., plywood (min. 15 /35 inch thickness), oriented strand board (min. V2 inch thickness). - NC = Noncombustible only Noncombustible = Steel, poured or precast structural concrete, lightweight insulating concrete, gypsum, structural wood fiberboard, etc. 2. Slope Maximum slope allowed, in inches per foot. 3. Insulation 3A = Optional, GAFTEMP PERMALITE®, Isotherm and Composite (perlite side up) Insulations. Specification I -0 -3 -M and NN -0 -3 -M Guarantees Available Liberty Guarantees 10, 5 yr. Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test? or F) 1 A 5 26 27 ?A S G.D 51 52 2,4- -3) 2 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 50 - 75 Du Quesne & Associates, Inc. Consulting Engineers Testing Laboratory ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN ACCORDANCE WITH METRO-DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 Owner's Name: Nr •( Permit #• 4 3 9 Job Address 2-5 (0 ( sT , 1►.,( (kd --( Roofing Contractor kik 1) 1z ( gyp-' E Q-4-( Type of Tile tea. -Qk-r-k -5 S ( c °k' 4T Date Installed Fert. 400 Pte-- Approximate Roof Height ( Z feet Roof Pitch 4' 1 Z Type of Access to Roof: Scaffolds 1<Ladder Other Approximate Square Footage of Roof: I 7,O0 ft 2 Required Testing Force: 35 lbs. Testing Equipment: Chatillion DFIS 100 Date Tested 5 ' 3 • ct l IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. e Du Quesne, P.E. Engineer. P. \•24513 Du •uesne & Associates, E.B. License #0005245 Lab Certification #94- 0318.01 SITE SPECIFIC INFORMATION TEST RESULTS P = PASS, F = FAIL SKETCH OF ROOF IN BACK 7815 S.W. 24th Street • Suite 109 • Miami, Florida 33155 • Telephone (305) 264 -1425 • Fax (305) 264 -1426 UTR 15592 Environmental • Civil • Structural Building Inspection Services 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) SKETCH OF ROOF JOB SHEET NO OF CALCULATED BY DATE CHECKED BY DATE SCALE NOTES b KETCH OF ROOF 3C GO JOB Z 3 (■ ' 10 t 67 . t �•�, - $ (4-m SHEET NO OF DATE 3 - CALCULATED BY CHECKED BY DATE SCALE lagUNECE... C_ r ■irgJa rommmilk ." MN IV MN' GM= avo F NOTES' 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 building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida. all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date 9 -4 -90 19 Owner's Name and Address No. 253 Street N. E. 101 Location and le al d scription of lot to Lot! 7 Block Name and address of licensed contractor STFVE PILCHMAN Registered Architect and /or Engineer ALBERT'S ROOFING INC. 14690 N.W. 26 AVE.OPA LOCKA e built on: 253 N.E. 101 ST. Street and Number where work is to be done State work to be done and purpose of building Iby floors). state exterior colors (submit samples) RE-ROOF MAIN ROOF WITH NEW 4 PLY BUILT UP GRAVEL ROOF. and for no other purpose. New Building Remodeling Addition To be constructed of - - Kind of foundation / � Roof Covering GRAVEL 2,760.00 Amount of Permit S�7 6' ` Estimated Total cost of improvements $ 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 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 obligatons 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 subcontractors employed by him in the work to be performed under this .ermit: 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 . e ploy 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 appeared 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. ` /21/ ' Date Disapproved (Signed) Building Inspector PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved ' ate Disapproved Date NOTE: A charge of $25.00 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 $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and or workmanship. Subdivision 127 L /i/14,0 // IQf06 /./496 2 , Repairs X eN, 73i( No. of Stories 1 - / 9 Read. Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires State work to ione an purpose of building (by floors) P Y BU e MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby wade 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. Owners Name and Address John Galbraith 253 NE 101 St. No .............._....__. Street._.. Registered Architect and /or Engineer Name and address of licensed contractor Obenour roofing Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 2.5 LY..E......1�1. S...._..__ __ remove existing carport ,.roof.,..._replace r£.Sid and for no other purpose. New Building Remodeling Addition Repairs X No. of -5 To be constructed of Kind of foundation Roof Covering 'f ' Estimated Total cost of improvements $ $350.00 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 upp1lentent, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors e .yed 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 th public notice or notices as are required by the Act. The undersigned agrees to employ only such subco ors, on . ' ed under this pcnnit, as are licensed by Miami Shores Village. Remarks (S ; d )1-- +t- STATE OF FLORIDA, COUNTY OF DADE. j ss• Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared _.. and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him star Date G � Date Read, Sworn to and Subscribed before me. Permit No. Disapproved _... _.. r � N (Signed) _. 1\ . Notary Public, State of Florida �� v'�' ' � - -- r Bud ing spector to me well known, My Commission Expires 1 PLANNINC 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. BUILDING ELECTRICAL PLUMBING ROOFING D °❑ PERMIT a Owner of „ r , Building -. .. Architect Contractor or Builder Legal Description Lot MIAMI SHORES VILLAGE, FLORIDA N9 4992 DATE 19 Contractor's '' • License No. Work to be performed under this Permit B1 Subdi- vision Address of Value of 1 Amount of Building Project $ t = ° I Permit $ This permit is granted to the contractor or builder named above to const-uct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all 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 as cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY AR SOT 'teal' Building Ins =ctor MIAMI S HI O RES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date ��//�� , 19 Owner's Name and Address eel" S SG' Z 7/e 0 d AAA/ No 2 5 3 Street_ 44.'_1 _jL 4 _ Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done __53 __Ai State work to be done and purpose of building (by floors)__ tz 7r�+rQ� and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering__.1__ Estimated Total cost of improvements $__5 >5 _Amount of Permit $ Zone cubage required plan Cubage Distance to next nearest building 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 Compensatiop 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. j Ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared _ - - - - -- - - - - - -- to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. 'Y st Permit No iti Disapproved (Signed) Date ' 4— Chairman Member Member Council Approved Date NOTE: A charge of $1.00 will be made for making the Planning Board. A re- inspection fee of $1.00 will be charged materials and /or workmanship. LANNING BOARD DATE _Size of Building Lot Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires Member Member Member Disapproved Date corrections or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty er C NV Owner's Name and Address ......I!_____. 7/_4. 1f.-/--1�'f }� Registered Architect and /or Engineer...-. - Name and address of licensed contractor MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Subdivision !V. C..;z 7- 5 7 / 4 /NB r/ Location and legal description of lot to be built on: Lot Block Street and Number where work is to be done ..__6. 3 . 2 / a/ r".R , 47 floors)...-. State work to be done and purpose of building (by floors)__- ...r- � -erN- -,--ipra 1r 0 '- -.z - ( ( J J �� -�- .. X 2 =74' and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering___ .L¢ Estimated Total cost of improvements $ _ -_ -Q 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 subcontractor on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) Date__. S&A ! / PLANNING BOARD DATE 19 No.. 3 Street_J/-_.JD / -a 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. C� / r Permit No 3 Date 1 f r" ° 7*-" Read, Sworn to and Subscribed before me. Disapproved !/ ! at ; (Signed) - -- - - - :uildin_ ' pector Notary Public, State of Florida My Commission Expires Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. MIAMI SHORES VILLAGE, FLA. N? 5686 JOB 41 C &Roop ADDRESS o I t: /1 /D' • INSPECTION g TIME READY /C> - /0. n 4iJ• REMARKS : (LL5 INSPECTOR- DATE Permit No Disapproved (Signed) uilding Inspector Chairman Member Member Council Approved Date N 1`E: A charge of $1.00 will be made for making corrections the P .nning Board. A re- inspection fee of $1.00 will be charged aterials and /or workmanship. 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 tnade 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.... 1!.... ✓�� Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done e -f Date Date )0/ . 19 No i f Stre t C State work to be done and purpose of building (by floors) and for no other purpose. New Building Remodeling. Addition lam— Repairs No. of Stories To be constructed of Kind of foundation Roof Covering...' Estimated Total cost of improvements $ Amount of Permit $ J1if e- o 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 ,. l(e N b .6 , The undersigned applicant for this building pennit does here y 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. Date Read, Sworn to and Subscribed before me. PLANNING BOARD DATE 9/ 2' /6/ Notary Public, State of Florida My Commission Expires Member Member Member Disapproved Date or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty REQUEST FOR INSPECTION Company PHONE Job Address a.3-3 Inspection Time Ready v A.M . P.M. Date Ready L. ? Z - No. 736:v STREET /i/j4(' PART OF LOT LOT BLOCK SUBDIVISION 01,05 FRONT DEPTH HEIGHT STORIES TYPE OF CONSTRUCTION BUILDING TO DE USED FOR ROOF COST OF BUILD LW G PERMIT FEE , ko7 ... .14 • , , ,0 . _•..._... 0 Residence. Apt., Stores, Hotel 1 i 1/ 2107 e_...- I BUILDING PERMIT Owner of Building Architect • Contractor or Builder 174-V MJay.Shores Village, Florida, PROPOSED LOCATION MIAMI SHORES VILLAGE OFFICE F BUILD LNG INSPECTOR PO STE D ON T N° 122 DESCRIPTION OF BUILDING =9 ...... , 193.... X FIO LL , t-=- 6/ /■ ° To - 7/ - - 7 - - the building above described, as per applicatt , Hans a d Spe ficatio hereto/ore filed in this office. This p rmit is granted upon the ex- press condition that all facts stated in the application are true and thit the construction complies strictly with the plans and specifications submitted, and in accordance and compliance with the building laws of the State of Florida and with the building ordinances and zoning laws of Miami Shores Village, and rules and regulations of the building department of Miami Shores Vil • e. This permit may be revoked at any • •e upon the violation of any provisions of said laws, ordinances or rules and regulations, or-u any change in the plans and specifications uthorized by the building inspector. --------;---- - 7 - - -----__ -9 This permit is hereby issued to In consideration of the issuance to me of this building permit I hereby agree to do the proposed construction in strict conformity with the application and plans and specifications thereof heretofore by me submitted, and in compliance with all provisions of all building laws of the State of Florida, all the building ordinances and zoning laws of Miami Shores Village and all rules and regulations of the building department of Miami Shores Village. , 19. 141 "" 7/2) BuiV1rG INSPECTOR