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825 NE 91 Terraim— PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date / 0 - p1 ! - OO Job Address (5 (9 / T /L Tax Folio Legal Description Owner/Lessee / Tenant 7,t./o -774 y Aitez.. G e Master Permit # L/ 7 7 s - -6 Owner's Address !Z� 4/6 9/ / &2 4494i /' S/ -s' Phone c 30*J 7 -6- Contracting Co. iz .1 R '/ $ &,/i n - Address (r6r/ , 4/E /D GT Qualifier (AP VJet &Pe■ € " - V/ State # C-= eoe 7/ •3 7 Architect/Engineer Bonding Company Mortgagor Permit Type (circle one): WORK DESCRIPTION coCO2- 4-4v0 r 3U, ei4P sigeei Square Ft. 2-DO 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 ab• .contractor to do the work st \tbag4 Signature of owr er and/or Condo President Municipal # Competency # Address Address Address BUILDING ELECTRICAL PLUMBING MECHANICAL �OOFIN FENCE SIGN Fe ..000e % Cor1 koGL iii & Date Dae Notary as to Owner and/or Condo Preside My Commission Expires: t ROSEMARIE P. LETHBRIDGE 3�'r' h • : MY COMMISSION # CC 662871 , EXPIRES: Amt 1,2001 ., o: �•• Balled Thu Notary Public ()tidewaters FEES: PERMIT p�, 7v / RADON APPROVED: Zoning Building Mechanical Plumbing C.C.F. /' 0 NOTARY ° ' BOND 3 0.0 TOTAL DUE /7 oi0foo Historically Designated: Yes Estimated Cost (value) /1, .3,e) Electrical Ins. Co. . DO Signature o :n ac or or Owner -Buil . r date 1 No . as to Contractor or Owner- Builder My Commission Expires: : ROSEMARIE P. LETHBRIDGE :.: .. MY COMMISSION 1)-CC 662671 EXPIRES: August 1, 2001 ' ? ''.•• Banded ThN Notary Ric U utenentere No Date Engineering NOTICE OF COMMENCEMENT PZ: 19293P[ 3465 RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO STATE OF FLORIDA: COUNTY OF DADE: 2. Description of improvement: 3. Owner(s) name and address: Interest in property: ' /,./10 /2— Name and address of fee simple titleholder: 4. Contractor's name and address: 77k/ /140e-/-&e.. 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: /1/ //,i,414( Notary Publi e GL 'JU ROSE MARIE P BRIDGE Print Notary's Name '. Y'' " � : i. ! •r MY COMMISSION # CC 662671 671 My Commission Expires: :. '"` `- ��: EXPIRES: August 1, 2001 "'fi�p Wi g;; Bonded Thal Notary Public llnrenverthns TAX FOLIO NO i k c3 Z. ®> - 005 t'Z SO igrrwrs of Owner / / Print Owners Name ///10/ y y /R . N!! Sworn to and subsc • d before me this /, ? day o /P4((360.- Z ' o 100R46 1546 2000 SEP 22 15:18 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1. Legal description of property and street address: 'ZS /Vi // �f1,ex-- /6;60 Jida7,263 i 3 3/ 5 / X 25 - Ne- 9/ 7 ' r ,67 /4,tf/ Wi /te4 , 3 3,3 a 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: d v 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: /11/4 9. Expiration date of this Notice of Commencement: (the expiration dale is 1 year from the date of recording unless a different date is specified) Prepared by two wv arr,CIAL r , OF CAAECOUNTY, FLQQjQ& RECORO vERIPIEO HARVEY RUVIRI cl Ctdk c/aruir comp ZeT,<-/73z /Rp/7 d1, Address: � / `D *-44-1 / f 23/ OS') `7 59 v/ 123.01 -52 10141 Contractor's Name:/ /Z. -77 (.66,...y 4 T. Job Address: ROOF CATEGORY �� Lld (Low Slope Application) ❑ (Nail -On Tile) Lod (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft') ‘00 Sloped Roof Area (ft') to U Total (ft 4 2.00 Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): 123.01-76 499 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Gi4F 75# ROOF HEIGHT AND SYSTEM DETAILS C AF 2 -pZ_y (Draw details as needed) cAp 5H Er 50 Ft. Ft. v A V A RIM Deck type: WOOL) DOL) ATTACHMENT SPACING 3 " x 3' Fastener Type: 174 " �//✓� c. 1 t'k . /i Field: / Z Perimeter: Corner: f , DETAIL 1 & 2 Page-1 e2S r ROOF PLAN Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Rid ge .V�adlation? Deck type: Underlayment: 30' Insulation: 12" ROOF SLOPE SLOPED SYSTEM DESCRIPTION Fastener type & Spacing: eih/ASHA9 - Cap Sheet: - 7-1?Pr Root Covering: Drip edge: ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control , Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals TILE CALCULATIONS (Pmax1:7 X (Aerodynamic Multiplier):_) - M :&•3 M b7CA: 48 (Pmax2: /Of •Z x X (Aerodynamic Multiplier): • 21 ) - M: (� �D = M D.1PCA: G 4.40/ (Pmax3 /O1Z a (Aerodynamic Multiplier): ° 2q ) - M '• ✓ 0 = M PCA: e--C9 to • Page -2 APPENDIX. "F" REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F", it is the responsibility u: utC rooting contractor to provide tilt owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of thc South Florida Buildin, Code (S1 13C) govern all the minimum requirements and standards of the aereen ent between tls owner and tll cuntra�tarClo Tl " �, l t e c ` OIIO "t t l t . 1 il in the should be addressed as part adjacent box indicates that the item has been explained. ((-\ 1. Acstitictics- Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roofing system meets the wind resistance and water Intrusion performamce standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of [he agreement between the owner and the contractor. 1 Q�`M2. Renailing Wood Deck: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealecLprior to removing the existing roof system) , 1, Y'M 3. Common Roofs: Common roots are those which have no visible delineation between nei!hboring units (i.e. townhouses, condominiums, etc'). In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing work to he performed. -p\ 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof deckin, can be ' , 'ie���ed from below. The owner may ti�ish to maintain the architectural appearance, therefore, roofing, nail penetrations of the underside of the deckinc may not be acceptable. The SFBC provides the option of maintaining this appearance. '`CQ 3. Ponding Water: The current roof system and /or deck of the buildinw. may not drain well and may • cause water to pond (accumulate) in low -lying areas of thc roof. Ponding can be an indication of structural distress and may require the review of a profes structural cri incer. f ondin_ may shorten the life expectancy and performance of the new: roofing system. Pondin; conditions may not be evident until the onctl,:,l roofing system is removed. Pondin`, conditions should be. corrected. 'I lZ 0 • 1 \ 6. Overflow Scuppers (wall outlets): It is required that rainwater flow: off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. 7. Ventilation: Nlost roof structures should have some ability to vent natural airflow throe fh the interior of the structural assembly (the building itself). The exisun amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting .Which can result in cxtcndim.; the service life of the roof. ' f �' The owner may contact the Miami -Dade County Consumer Services Department fc further information re,lyding the above. Owncr's /Aecnt s Signaturc U:Itc Co; ract S ign a tu r e O0T = i6:77 FR BRHL. _r; 11(c_l 3 40E MI M 140 WEST PRODUCT CONTROL NOTICE OF ACCEPTANCE Monier Lifetile LLC !35 NW 20 St. Boca Raton, Florida 3343 Your application for Product Approval of: Muzier Lifetile LLC Villa, Capri, & Roll Tiles ,:n cr Chapter a of the Miami -Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Redland Technologies, The Center for Applied Engineering, Inc., and Professional Service Itidu.$tries has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida udder the specific conditions set forth on pages 2 -14 and the standard conditions on page 15_ This approval shall no, be valid after the expiration dat' 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 g 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 t: ' °t the rrquiremen's date South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 97- 1124.16 EXpIM S: 06/2 THIS IS THE COVERSH T' ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE application , . tion for Product Approval has been reviewed by the Miami -Dade County Building Code Compliance Office and approved by the Building Code Committee to be used in Dade County, Florida I . r ion, set forth the conditions above. � P! ' ROV E D• l)6i i9S Revues: 95- 032107 95- 03222.03 95-03 TO 307594101 F. 0 1; 1 1 METROPOLITAN DADE COUNTY. FLOP.IDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE E T PTO -DADE FLAGLER BUILDING FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION' (305) 375 -2902 FAX (3C5) 372-6339 au i itodriguez Product Control Supervisor ‘/) Charles Danger, P.E. Din -ctor Building Code Compliance Dept. ,M iami -Dade County M ON ER L 'E".t LLL LLC Product Control No.: 97 -1124. I6 Product :NIon.ier Lifetile LLC V iila & Roll Monier Lifeitik LL.0 Cap: Tile Trion Piec Product ! at .pro*of �R4DE N .ME.S 01 PRODUCTS MANUFACTURED OR L A 3ELET) By APPLICANT Test Dimensionsecifications 1= 16%2" w — 13" thick i7 L " / 113/ %2" thick 1 =' var1eS valics varying thickness Dimensions 30" x 75' roil 36" N. 75' roll or 60" x 75' roil 36" x 7 >" roll PA 112 Pk 11 PA 112 TRADE NAMES OF PRODUCTS MANUFACTURED OR I,ABELF:1) BY APPLICANT Tes Product Specifications Description PA 104 PA 103 P.gr. 2 of 1S Low profile, interlocking, high pressure extruded concrete roof the equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, rnortar or adhesive set applications. Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roii' ribs. For direcr'deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Single ply, nail -on underfayment with 2" self - adhering top edge. Self-adhering underiayment Frank Zuloaga, RRC Product Description Manufacturer Protect -O- Wrap, Inc. (with current NOA) W.R. Grace Co. (with current NO.A) 'ZONEER LII:E "I1LE i i,C Product Woo—.:' Battens T tic Nails Tile Screv,s ICc f Ti ?� irio +.T R:aol !Mortar 1 ! 40") Ti le Mot tar "BONS.A Roc.f Tile Mortar ix") 1 <oot Tile .Adhesive ('Polyprc, 1160 •_,11 p Dimensions Vertical MM. 1 :'x 4' Horizontal Min. 1"x 4" for t:sc with vertical battens or Min. I "x 2" for use alone Niin. Zsd x 2 IA' or min. 10dx 3" 48x 2 V2" long PA 1 14 Appcfcdi 0?35" head dia. 0.111" rl:a 0.! 75" screw thread dia. N /A N/A Clips C.C60 '' rh;�•;, Clip Faded rs Sd ..' Test Specifications Wood Preservers Institute LP — 2 PA 114 Appendix E Corrosion resistan screw or smooth shank nails x E Corrosion resistant, coated, square Lyn Ivan coarse thread wood od screws PA 123 PA 1 23 PA 123 See CCA P!(Ir . 0! Product Description Salt pressure treated or decay resistant lumber vartens 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. Two component polyurethane adhesive designed for adhesive set roof tile applications. PA 114 Appendix E Corrosion resistant clips with corrosion resistant nails. Product Control No.: 97-1124A 6 { oagaTIZRC' - -- — — Manufacturer generic generic generic Bermuda Rocf Company, Inc. with current PCA Quikrete Construction Products with Current PCA W. R. Boma! Co. with current PCA Polyfoarn Products, Inc. PCA #94- 0401.01 Generic 1?n;'Fr,n ;MONIER L.IFETTT.J 1:,LC EVIDENCE SUBMITTED "Test Aencv Test Identifier Test Name/R.eurt Date Redl.i;td Technologics 7161 -03 Ststie Uplift Testing Dec. 199I Appendix 111 PA 102 Redla d Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III PA 102(A) The Center for A.pplird 94 -084 Static Uplift Testing May 1994 Engineering, Inc. PA 101 (Mortar Set) The Center for Applied 94 -0603 Static Uplift Testing March, 1994 Engineering, Inc. PA 101 Thy Center for Applies 25-- 1094 -1 Engineering, Inc. The :.enter for Applied 254094-7 Engineering, Inc. The Center for Appii :a 25- 7094 -4 'Engineering, Inc. .1 Center for Apolted 25-?1S3-1 I:ngincering, The C,.:Lter Cur ,Ap l ' 1 rp��rd ��- - . 83- Er.Elin:- cnn1;, Inc. Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Dec;:, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" I - feac'_1ap, Nails, Direct Deck, Recover/Reroof) Static Uplift Testing PA 102 (2 Quik• Drive Screws, Direct Deck) Static Uplift Testing PA 102 ( 11 Quik -Drive Screws, Ba tens) Product Control No.: 97-1124.16 Oct. I994 Oct. 1994 Oct. 1994 Feb. '.995 Feb. 1995 1 anT uloaga, RR(: Reofins, ots''k:R L1FT:TILE. LLC Teat .Agency The Center for Applied rngireering, Inc. The Oe::ie: for Applied s;tginterit;g, Inc. E�:;land Technologies Red and Technologies Red land Techtwlovies Rtdland i e::h1Cologies roe Center for Applied Engineering, Inc, Professional Ser: �cc industries, Inc. Test Identifier 25- 7214 -2 25-7214-6 7161 -03 Appendix Letter Dated Aug. 1, I994 P0631 -01 1'0402 Protect No. 307025 Test Ktv{DC -76 ^r Page 5 O t i Product Control No.: 97- I124.16 Test Natne/Report Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Dec() Static Uplift Testing PA 102 (1 Quik -'Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Date March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Wind Driven Rain Oct. 1994 PA 100 Physical Properties Sept. 1994 PA 112 ��; -- - ______ ak- Zaloag9 C 4 n. \ ., T P. , i� .- ..... r. 'T1L�i�'?IR LT'ETTi.E L1_C:: Product Control No.: 97- 1124.16 SYSTEMS (CONTLNUED) De d: T ype: Wood, Non - insulated Lack Description: New construction 19 /3" or greater plywood or wood plank. SYSTEM .0: Mortar or Adhesive Set Application hire Rauge: 2 ":1 to 7":12" Note: System D is only acceptable in this slope range. For slop e✓ in excas of 7":12", refer to System C. r'a�f�rl:; It]Ct2t: Roofing 'silt: Comments: Install underiaymcnt system in compliance with Dade County Application Standard PA 120. (See System Limitation 45.) Instaii tile in compliance with Dade County Application Standard PA 120. 1. For re-root-applications, 15/37" plywood is an acceptable substrate. Psg+: 9 / r � Zulo RRC i1'tONIER LIFE 'fJI,F. LX,C Product Control No.: 97-1124.16 SYSTEM LIMITATIONS The standard minimum roof pitch for Monier Lifetile LLC Villa, Monier Lifetile LLC Capri (3c ltitonicr Lifetile LLC Roll, low profile tile shall comply with Dade County Application Standards PA 118, PA l i 9 or PA 120, depending on the method of installation. For uail -on applications, fasteners for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. The method of attachment utilized shall provide sufficient attachment resistance zo meet or exceed the required resistance determined in compliance with Dade County Protocol PA 115 or PA 127. Tile profiles listed here in have been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with PA 115 or PA I 7 shall be done as a 'Moment Rased System'. 4. Fui adhesive set tile applications, a field static uplift test by a Dade County accredited testing a2enc■. in compliance with Dade County Prr.tnnl PA If1.< chniI he. r rfnrrn 5. For the applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch unless stated otherwise by the underlayment material manufacturer's published literature. A11 tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for ide:itification in th f eid. Applications for roofing permits shall include a completed Section 11 of the Uniforrn Building Pe:�nit, a copy of manufacturer'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. S. The applicant shall retain the services of a Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. Samples taken shall be in compliance with Dade County Protocol PA 112, Appendix 'A'. F c c assification is not part of this aceptance. Frank Zuloaga, RRC Fl?c}''rit? Prndt_cr ( FY: R inrr T1UN ;s�@ LIF1:1111 LLC Product Control No.: 97-1124.16 DA 1A FOR A T C;<i : CALCULATIONS Table 1: Aerodynamic Multipliers - X (ft') TiIg X (ft') ;ti (ft') l Prate I Batten Application I Direct Deck Application Monier Liietile LLC Villa Tile, 0.29 Roil Tile, arid Capri Tile _ _ 0.27 f - Table 2: Restoring Moments due to Gravity - M (ft-Ibf) Tile 3 ":12" ) 4":12" --� Profile —. .. I vv• V4 L•Nwr.. V41•b41 1 I VII GVL !Monier _�f�.tile L1.0 '''J Iw a Tile, n , l and Capri ;Tile (Monier e t;k r' s Deck 1 s 5.57 6.30 5.48 L/11 LL.L Deck 6.18 Page 11 : >f L5 s Deck 5.37 6.05 Table 3: Attachment Resistance Expressed as a for Nail -On Systems r Tile Tile j Approved Approved Profile j Application Nails Screws 1 nail (2 nails T 1 2 VGLLl.,$ VI /GL..I VGLLGI1 s 5.24 Moment - M (ft -Ibt) Approved Field Clip With: 1 nail 2 nails screw screws Battens 4.10 7.10 22.90 1 49.10 24.20 34.80 Direct Deck 11.80 21.90 1 25.80 * 47.10 24.301 35.50 19.00 31.90 Data noted in Table 3 is for installation with a 3" tile headlap. Approved screws are as noted in the 'Trade Names of Products Manufactured By Others' and 'Prof ile Drawings' sections of this Approval. Clips on eave tile are not required for this attacncnent configuration unless the Required Moment. of Resistance exceeds the values not:-?,(.: above. Deck 5.90 Approved Eave Clip With: 1 nail 2 nails 22.10 32.20 7 ":12" or 1 greater uloaga. RRC Roofing Produci Contro! Exannincr VII CLL s Deck 5.09 N/A MONTER T.TF .TILE LLC Product Control No.: 97.-1124.16 Table 3 -A: Attachment Resistance Expressed as a Moment - M (ft -!bf) for Nail - On Systems Tile Tile Two (2) 10d x 3" long nails Profile 1 Application Monier Lifetile Direct Deck 67.50 LLC Villa life New Construction Roll Tile, and (min. 11: / plywood) Capri Tile Monier Lifetile LLC Villa Tile, Roll Tile, and Capri Tile DATA FOR. ATTACHMENT CALCULATIONS (CONTINUED) Direct Deck Recover /Reroof (min. 15 / 32 " plywood) Battens New Construction Ps�c 12 or 15 43.00 50.90 1 Tilo inct& $inn oa it" kel ell .nn I vcirin fiun polymer coated, corrosion resistant, ring shank nails installed in manufactured holes located 2W from the head of the tile. Clips on eave tile are not required for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. Table 4: Attachment Resistance Expressed as a Moment - Mf (ft for Mortar or Adhesive Set Systems Tile Tile Attachment Profile Application Resistance Mortar Set 20.60 Adhesive Set 86.61 Roof Product Control Examiner MONIER LIFEIILE LLC PROF E.DRAWINOS NAIL Has jil 147 V AERL MONIER LIMILE LLC ViLLa TILE NOSE WATER COURSE COY 2-1/Er MONIER L:FETILE LLC ROLL TILE Product Control No.: 97- 1124.16 Villa ' , or ? c /s, 6 -F - rem �uloaga, RFC Roofing Product Comm! Examiner MONTER LIFETILE LLC PROFILE DRAw1NCs (CONTINuED) .- 0]7 \ 0.34 0. 16' , 4-2,) MONIER LIFETILE LLC CAM AYrRoVE0 SCREW FOR SCREW DATA TN TABLE 3 Pagc ! 4 01 I 5 . A Product Control No.: 97-1124.16 RooluT, Product Cor.cro! E.-7.Naminer :: • 1)'VTF'P TILE q -Nt,.,-, _ ii-.!,ti!.. t ACCEPTANCE NO: 97- 1124.16 13• N.W. 20 S;. APPRO ED : June 25 199S 8. -,ca Raroe, hi.. 3343 t EXPIRES June 25 r''OTtC1 nE ACCEPTANCE_ STANDARD CONDITIONS l Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (3) years. 2 Any and all approved products shall be permanently labeled with the manufacturers name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. Renewals of Acceptance wiii not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 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 oiher purposes. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of lire Notice of Acceptance is displayed, then it shah be. don_ 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. S Failure to comply with any section of this Acceptance shall oe cause for termination and removal 1 Acccp(a ;rc{. l his Acceptance contains pages i through 11). EN!) Cif: THIS ACCFYFAnit E: Product Control No.: 97- 1124.16 KKC� Roofing Product Control Ex in Apr -30 -98 04:1OP Polyfoam Products Inc. METRO-DADE METROPOLITAN DADE COUNTY, FLORIDA `s ~'" METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Polyfoam Products, Inc. 2400 Spring- Stuebner Road Spring, TX. 77383 Your application for Product Approval of: rolyfoam Prgducts "Polvpro All - 160" Roof Tile Adhesive under Chapter 8 of the Miami -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: Thc Center for Applied Engineering, Inc. anti Miles Laboratories Polymers Division 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 - 14 and the standard conditions on page 15. This approval shall not be valid after the expiration date stated below. The Building Codc 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, thc Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. Thc 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 South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 98- 0303.02 Renews: 96- 0402.02 EXPIRES: 04/16/01 THIS IS THE COVERSHEET, SEE AI)I)1TIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Miami -Dade County Building Codc Compliance Office and approved by thc Building Code Committee to be uscd in Dade County, Florida under the conditions set forth above. APPROVED: 04/16/98 intermit mall address: postmaster @buildingcodeonlIne.com is r� 954 475 -1462 P.02 BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305} 315 -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. Miami -Dade County Homepage: http : / /www.bulldingcodeonllne.com • Apr -30 -98 04:1OP Polyfoam Products Inc. POLYFOAM PRODUCTS, INC. Product Control No 98- Q303,02 Applicant: Polyfoam Products, Inc. 2400 Spring - Stuebner Road Spring, Texas 77383 -1132 PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING COMPONENT APPROVAL Category: Roofing Component Sub - Category: Fastening/Adhesivc Type: Roof Tile Adhesive Sub-Tvpe: Two Component Polyurethane System Description Polyfoam Products, Inc., produces two- component expanding polyurethane adhesive for the attachment of clay and concrete roof tile. Polypro® AH160 is specially designed for application of concrete and clay roof tile over a variety of roof deck substrates and underlayment materials. Polypro® adhesive is applied with proprietary Foampro® RTFI000 dispensing equipment. Approval of this product is specific to the two component mix and Foampro ® dispensing equipment. Alternative methods of dispensing will require a revision to this approval. l'ulypro® adhesive shall be applied only by 'Qualified Applicator, licensed by Polyfoam Products. Inc. Certificates and identification cards are issued to applicators upon successful completion of a application training program. Approval of this adhesive system is contingent upon application by a 'Qualified Applicator. Contact: Pat Murray P.O. Box 1132 Spring, Texas 77383-1132 Phone: (713)350 -8888 Fax: (713)288 -6450 Page 2 of 15 954 475 -1462 P.03 Product Control No.: 98 0303.02 Approval Date: Anril 16, 1998 Expiration Date: April 16, 2001 Frank Zuloaga, RRC Roofing Product Control Examiner Apr -30 -98 04:11P Polyfoam Products Inc. POLYFOAM PRODUCTS, INC. Product Control No.: 98- 0303.02 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Product Product Dimensions Specifications Description Polypro® AH I60 N/A PA 101 Two component polyurethane Foampro® RTF1000 N/A See Detail Attached Dispensing Equipment Page 3 of 15 954 475 -1462 P.04 Frank Zuloaga, RRC Roofing Product Control Examiner Apr -30 -98 04:11P Polyfoam Products Inc. 954 475 -1462 P.05 POLYFOAM PRODUCTS, INC. Product Control No.: 98 - 0303.02 Product Underlay:nent Roof Tile TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Criteria Product Description Page 4 of 15 Manufacturer PA 120 All Dade County Component Approved All Dade products as detailed in Dadc County County Application Standard l'A 120 Approved Products PA 101 All Approved roof tile systems having All Dade tested in compliance with Dade County County Protocol PA 101, as detailed in the systems Approved section of this Component Approval Products rank Zutoaga, RRC Roofing Product Control Examiner Apr -30 -98 04:11P Polyfoam Products Inc. POLYFOAM PRODUCTS, INC. Product Control No.: 98- 0303.02 TEST REPORTS Test Agency Test Identifier Test NamclRenort Date Center for Applied #94 -060 Miami Dade Protocol 04/08/94 Engineering PA 101 Center for Applied 257818 -IPA Miami Dade Protocol 12/16/96 Engineering PA 101 Center for Applied 25- 7438 -3 SSTD 11-93 10/25/95 Engineering Center for Applied 25- 7438 -4 SSTD 11 -93 10/25/95 Engineering Center for Applied 25 - 7438 - SSTD 11 -93 11/02/95 Engineering Center for Applied 25 -7492 SSTD 11 -93 12/12/95 Engineering Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, 9637 -92 ASTM E 108 04/30/93 Inc. Southwest Research 01- 6743 -01 I ASTM E 108 1 1/16/94 Institute Southwest Research 01-6739-062b[ I ] ASTM E 84 01/16/95 Institute Trinity Engineering 7050.02.96 -1 PA 114 03/14/96 Page 5 of 15 954 475 - 1462 P.06 Frank Zuloaga, RRC Roofing Product Control Examiner Apr-30-98 04:11P Polyfoam Products Inc. POLYFOAM PRODUCTS, INC. Product Control No.: 98- 0303.02 TYPICAL PIIYSICAL PROPERTIES Property Test Results Density ASTM D 1622 1.6 lbs. /ft.' Compressive ASTM D 1621 18 PSI Parallel to rise Strength 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM U 2127 0.08 Lbs. /Ft Moisture Vapor ASTM E 96 3.1 l'erm / Inch Transmission Dimensional ASTM 1) 2126 Stability Closed Cell Content ASTM D 2856 86% Page 6 of 15 954 475-1462 P.07 +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change ® 158 °F., 100% Humidity, 2 weeks Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are suhject to normal manufacturing variation. Frank Zuloaga, RRC Roofing Product Control Examiner Apr -30 -98 04:11P Polyfoam Products Inc. POLYFOAM PRODUCTS, INC. Deck Type: Dcck Description: SYSTEM A: Slope Range: Undcrlaymcnt: Roofing Tile: Comments: SYSTEMS Wood, Non - insulated, New Construction /Rcroof 15/32" or greater, plywood or wood plank. Adhesive Set Application 2 ":12" to 7 ":12" 954 475 -1462 P.O8 Product Control No.: 98-0 2 Shall comply with Miami -Dade Roofing Application Standard PA 120 Any roof tilt assembly having a current shall be applied in compliance with the Component Application section and the corresponding Placement Details of this Notice of Acceptance. The adhesive attachment shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment fing of resistance on Standards n PA 1 15 or compliance 127. w The Miami - Dade dhesive Roofing attachment fing App data is noted in the roof the assembly NOA. 1. All 'System Limitations' noted in the tile Roof System Assembly Product Control Approval shall apply. Page 7 of 15 Frank Zuloaga, RRC Roofing Product Control Examiner Table I: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Two -Piece Barrel #1 'S' Shaped #2 Double Roll #3 Flat #4 Apr -30 -98 04:13P Polyfoam Products Inc. COMPONENT APPLICATION 954 475 -1462 P.10 POLYFOAM PRODUCTS, INC. Product Control No.: 98- 0303,02 1. Polypro® AHI60 tilc adhesive shall only be applied over an undcrlayment installed in compliance with application instructions detailed in its NOA.. Underlayment ntay be any underlayments or underlayment systems listed Miami -Dade County Roofing Application Standard I'A 120. 2. Adhesive application shall be in accordance with the instructions provided herein. Tthe manufacturer may provide additional instructions subsequent to this approval date which may prevail. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. 3. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A) : 1.0 (R). The dispense timer shall be set to deliver 0.08 to 0.15 pounds per tile as determined at calibration. No other settings shall he approved without revision of NOA. 4. Adhesive shall be dispensed in a 17 in to 23 in pad at time of application. The cured pad shall be approximately 5" x 12 ". Foam placement shall be in accordance with the Placement Details' herein. Each generic tile profile requires a specific placement, as noted in Table I, below 5. Adhere tile directly in freshly applied adhesive. Tile must be set within 2 to 3 minutes after foam has been dispensed. Page 9 of 15 Frank Zuloaga, RRC Roofing Product Control Examiner Apr -30 -98 04:13P Polyfoam Products Inc. 954 475 -1462 P.11 POLYFOAM PRODUCTS, INC. Product Control No.: 98- 0303.02 ' SYSTEM LIMITATIONS 2. Polypro® AH160 adhesive shall be instilled only by 'Qualified Applicators' approved and licensed by Polyfoam Products, Inc. 3. For adhesive set tilt applications, a field static uplift test by a Miami-Dade County accredited testing agency, in compliance with Miami -Dade County Roofing Application Standard PA 106, shall be required not less than 72 hours after application to confirm tile adhesion. 4. Refer to application drawings published by the National Tile Manufacturers Association for penetrations and terminations, as well as the 'Placement Details' included with NOA. 5. Refer to tile Roof Tile Assembly Product Control NOA for system acceptance with this Component. 6. Refer to the Prepared Roof Tile Assembly for fire rating. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Polypro® AH160 shall be applied with Foampro RTF1000 dispensing equipment only. 9. Polyfoam Products Inc. shall supply Building Official with a list of 'Qualified Applicators' approved and licensed by Polyfoam Products, Inc. Page 10 of 1 5 Frank Zuloaga, RRC Roofing Product Control Examiner , .,Apr; - -98 04:15P Polyfoam Products Inc. FOLYFOAM PRODUCTS, INC. Product Control No.: 98- 0103.02 M =II lM.roh plr /lc a•••••• lww..r r.oJv 1 by c++•) ur•e.vl.ye••.t c... Cor■•• PLACEMENT DETAILS (CONTINUED) !.v Coro•. •ly, M•• - H. *pp..drw.11.y r .p q,— w..plrJr. Placement Detail #3: Double Roll Profile Page 13of15 •..ly •w.e/h .dh..ly• 1. ••••••. 11.2] aquae Umbels 1. maximal with IM tile. 954 475 -1462 P.14 Rove Cl..w• • Frank Zuloaga, RRC Roofing Product Control Examiner Apr -30 -WU 04:16P PuIyfugnl Pruductb Inc:. 954 478 -1462 P.10 POLYFOAM PRODUCTS, INC. Product Control No.: 98103.03 -02 Polyfoam Products, Inc. ACCEPTANCE NO: 98=0103 2400 Spring- StucbncrRoad APPROVED Aaril•16. 1498 Spring, TX 77383 EXPIRES : krti-1b3001 NOTICE OF ACCEPTANCE STANDARD CUNDUIRirONS Renewal of this Acceptance (approval) shall be considered after a renewal application has boon 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 manufacturers name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as speoi(ioally stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered it a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not m 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 oldie product; d) The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. Any revision or change In the materials, use, and/or manufacture of the product or process shell 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 Miami -Dade County. Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A cupy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains page% I through 15 I;ND OF THIS ACCEPTANCE Pagc 15 of 15 Frank Zuloaga, RRC Roofing Product Control Examiner Approved: 11/04/97 PRODUCT CONTROL NOTICE OF ACCEPTANCE Acceptance No.: 97- 0804.21 Revises No.: 95- 1003.03 Expires: 11/04/00 Internet mall address: postmasterabulldingcodeonlIne .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 GAF Materials Corporation 1361 Road Wayne, NJ 07470 Your application for Product Approval of: GAF 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: Dynatech Engineering, Inc., Factory Mutual Research Corporation, and Underwriters Laboratories, Inc. has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2 -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 jobsitc 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. v aul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Office and approved by the Building Code Committee to be used in Dade County, Flori under the conditions set forth above. Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.bulldingcodeonllne.com Insulation Types: Basalt Wool Perlite Polyisocyanurate Composite Board Wood Fiberboard High Density Wood Fiberboard Rockwool Maximum Design Pressure Material Design Pressure Wood ', ' -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 Rooting Materials Directory for Fire Classifications. Page 3 of 41 ga, Roofing Product Control Examiner Product GAF Asphalt Concrete Primer •I GAF Mineral Shield® Granules GAF WeatherCoate Emulsion GAF Premium .Fibered Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement RU13EROID® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS® 1175 GAFGLAS #80 Ultima Base Sheet GAFGLAS Ply 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 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for (lashing applications only. 5 gallons ASTM ,1227 Surface coating for smooth surfaced roofs. 1, 5 gallons ASTM D 2824 Fibered aluminum coating. I, 5 gallons 5 gallons 5 gallons ASTM D 4586 Asphalt flashing Cement 3 sq. roll 75 Ib. roll 2 Sq. Roll 70 Ibs./roll 5 sq. roll 45 Ib. roll 5 sq. roll 45 Ib. roll ASTM D 3019 ASTM D 3409 ASTM D 4586 Fiber reinforced. polymer modified Flashing cement ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. ASTM D460I 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 asphal oa11tag -- Page 4 of 41 Product Control No: 97- 0804.21 Product Dcscriu(ion Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. mg Product Contro Test Product Dimensions Specification GAFGLAS ® • Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Perforated 60 Ib. roll ' . • �• GAFGLAS® Flashing various GAFGLAS® STRATAVENT Nailable 69 Ib. roll RUBEROID Modified 3 sq. roll Base Sheet •. 67 lbs. GAFTEMP® Isotherm R 76 Ib. roll ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. various Tapered GAFTEMP® various Isotherm R GAFTEMP Isotherm various RA Tapered GAFTEMP various Isotherm RA GAFTEMP Isotherm various RN . Tapered GAFTEMP various Isotherm RN GAFTEMP® : various Composite ASTM D 4897 D 3672 ASTM D 489 D 3672 Product Control No: 97- 0804.21 Product Description Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottorn side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D4601, Premium glass fiber reinforced SBS- Type II, UL Type modified base sheet G2 BUR PA 110 Polyisocyanurate foam insulation. PA 110 Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlitc insul Page 5 of 41 Roofing Product Control xam +•• . n' • Product I. Dimensions RUBEROID® 'h sq; roll TORCH PLUS 93 lbs. RUBEROID®; • 'h sq. roll TORCH FR 90 lbs. RUBEROID® 30 1 sq. roll 92 lbs. RUBEROID® 30 FR 1 sq. roll 92 lbs. • RUBEROID ULTRACLAD® SBS Vent Stacks (metal and plastic) GAF Aluminum Emulsion 1 , RUBEROID MOD Asphalt ! • +!,r , , • lsq. roll 101 lbs. 5 gallons RUBEROID® • 109. Roll ULTRACLAD® SBS 101 lbs. GAF Aluminum Roof 5 gallons Paint GAF Built -Up 100 Ib. cartons, Roofing Asphalt bulk 60 Ib. kegs Test Specification ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 PA 100(A) ASTM D 1929 ASTM D 635 None • ASTM D 5147 ASTM D2824, Typel ASTM D312, Types 1, 11,111 and 1V • Page 8 of 41 Product Control No: 97 0804.21 Product Description Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules, Non woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with reflective alum flakes Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non- fibered. aluminum pigmented, asphalt roof coating Interply mopping and surfacing asphalt SEBS modified asphalt Roofing Product Control Examiner , ! I Dekfast Lock Plate Dekfast Fasteners 1114 , .., Dekfast Fasteners X12 ;• ISO 95+ Composite Asphalt Asphalt Primer EPS• • High Density Wood Fiberboard Pelite/Urethane ' Composite Perlite lnsulatiop Polyethylene Red Rosin Product Roofing Nails Dimensions Specificftion *Test • I 1 ';; • Product Description 3" x 3 1/4" PA 114 Polypropylene locking plate. various various various various 4 mil min. various Minimum # 12 ,• ,,. PA 114 Insulation fasteners for concrete decks PA 114 Insulation fastener for steel and wood decks. PA 110 Perlite insulation board Vapor barrier / Air barrier kosin paper for barrier layer on wood decks PA 114 Corrosion resistant annular ring shank nails Page 12 of 41 . Product Control No: 97- 0804.21 Manufacturer Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) PA 110 Polyisocyanurate / perlite Firestone ridged insulation (with current PCA) ASTM D 312 Type 111 or IV Hot asphlat generic bitumin adhesive ASTM D 41 Asphalt Primer generic PA 110 Extruded polystyrene generic insulation PA 110 Wood fiber insulation board generic PA 110 Perlite / urethane composite generic board insulation generic generic generic generic aga, Rooting Product Control Examiner Test ► Product Product L Dimensions Specification • Description Tin Caps Min. 32 ga. x 1'4" #I4 Roofgrip Gripdek Fastener Hexcel Fastener Hextra Standard Plastic Plate ISO 95+ E'NRG'Y -2 ISORoc 3" round various various various PA 110 Corrosion resistant circular discs. PA 121 Aluminum roof coating MB aluminum roof coating Dens - Deck'' '' `' • various PA 110 Gypsum insulation board. #12 Roofgrip PA 114 Insulation fastener for steel or wood decks PA 114 Insulation fastener steel, wood or concrete decks PA 114 Insulation fastener PA 114 Insulation fastener PA 114 Insulation fastener and metal or plastic plate PA 114 Polyolefin plastic plate PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation Polyisocyanurate foam / rockwool 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 Examine Tcst 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 .1.I.OT4AI.AM 08.26.92 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I. 1 V8A4.AM 06.28.93 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 . J.l. IRIA6.AM 11.15.91 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.1.0T2Q4.AM 10.17.91 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.1. 0Q6A6.AM 07.16.91 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.1. 3X3A2.AM 08.02.94 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 i.1.0Y9Q5.AM 07.29.94 Factory Mutual Research Corp. Wind Uplift, FMRC 4470 - PA 114 • J.I. 1139A8.AM Underwriters Laboratories, Inc. Fire Resistance Classification UL 790 - PA 114 R1306, 87NK11819 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 Product Control No: 97- 0804.21 Page 17 of4I ga, Roofing Product Control Examiner Deck Type 1: Deck Description: System Type A(2): All General and Sy Base Sheet: Ply Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: • Wood, Non - insulated New Construction or Reroof 11, " or greater plywood or wood plank decks Base sheet mechanically fastened. ±: stem Limitations shall apply. GAFGLAS® #75, GAFGLAS #80 Ultima Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS FlexPly, GAFGLAS® STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum I ' / 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. Two or three plies of GAFGLAS® PLY 4 ®, GAFGLAS FIexPIy 6 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 Ibs./sq.. (Optional) One ply of GAFGLAS0 Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 - 40 Ibs.sq.. (Required if no cap sheet is used) Install one of the following: I.GAF WEATHER COAT® Emulsion with an application rate of 3 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 Ibsisq. & 300 lbs. /sq., respectively. -45 psf. (See General Limitation #7) 'A'. See General Limitation 112. Product Control No: 97- 0804.21. 6":12"; See General Limitation 113. 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- B- 5 -C/PC, N- B -5 -G, N- B- 5 -G /P6, N- B -5 -M, N- 13- 5 -M/P6 Page 21 of 41 ga, Roofing Product Control Examiner Wood Deck System Limitations: I. 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 P as tested is below 95 lbf, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Merto -Dade County Protocol PA 105 and c11 calculations in compliance with Metro -Dade Roofing Application Stanadrd PA 117. . r 'I 21, All standard insulation panel sizes are acceptable for mechanical attachment. When panels are applied in hot asphalt, maximum panel size shall be 4' 4'. ;., • a. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') of ' "275' lbf. as tested in compliance with Merta•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® Flex PIyT"' 6 and Ply 6® when used as a mechanically fastened base or anchor sheet. 4. 'A Type X gypsum board is acceptable to be installed directly over the wood deck.. Page 37of41 Product Control No: 97- 0804.21 oaga, Roofing Product Control Examiner GENERAL. LIMITATIONS 'Page 38of4I 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 isocyanuratc foam insulation, the maximum design pressure is limited to — 6Qpsf. 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 11 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. Roofing Product Control Examiner Page 39 of 41 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 Toad requirements of Chapter 23 of the South Florida Building Code and Roofing Application Standard PA 117. I I 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. 12 Asphalt moppings shall be with applied with approved asphalt and shall be in compliance with equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 13 Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or hdhesive, which shall comply with provision of Roofing Application Standard PA 117. Roofing Product Control 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 GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 9 This Acceptance contains pages 1 through 41 END OF THIS ACCEPTANCE Page 41 of 41 Product Control No: 97- 0804.21 ACCEPTANCE NO.: 97- 0804.21 APPROVED : November 4, 1997 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 ma(ufacturer'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, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Metro -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of thi>; 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 Acceptanceihall be cause for termination and removal of Acceptance. oaga, Roofing Product Control Examiner 38 • 1 r sloe lop 1 Bate Sheet pee below) Nallabte Dock Sheathing Paget (11 trochee) GIUGLAS Ply Materials __ Shealldng paper (1 ply, II required) Base Sheet GAfGLAS Ply (3 plies) GAF Materials Col potation Ruining Asphalt hderplies Cap Sheet (1 ply) Approximate Weight pet Square GAFGLAS® Specifications N- B- 5- IVi /P6 and N -a -5 -M noollnt — WW1 r Sldo lap GUM AS Morel Surlaud Cap Sheol North, .South, and West Zones . . . Nailable decks up lo 6 Inches per fool slope, except fur li!Ihlwelghl hlsulaling concrete decks which are limited to a maximum slope of I" per tool. Wood, plywood, shut:heal wood liber, acceplabin precast nailable decks, poured gypsum. for lightweight insulating cuncrele, see page 9. 220 -275 lbs. Specifications General Design and Application Considerations detailed In Ihis Manual shall apply In addition 10 the following recommendations and specifications. Application of Rooting Membrane 1. Starting at the low point of the roof, lay one ply of Base Sheet, lapping each sheel 2 inches al edges and not Tess titan 6 Inches at end laps. Nail along lap of base ply al intervals not to exceed 9 Inches and stagger -nail doom center of sheet In Iwo lows with nails spaced at 18 Inch Intervals In each low.. Use •las- loners with Inleural metal heads al least 1 Inch In dtameler or squat e That are recommended byGAF Materials Corpotallon or Ilia fleck man iacloer. (See 'Special Instrticlions' below.) 2. Starling at the low point of the roof, mop tldoe plies of GAfGI AS Ply shingle fashion; lapping each sheet 26 Inches over the preceding . sheet; solidly mop - •ping to the ululeilying base sheet to provkle lour plies over the entire tool area. • Asphalt Requirements ' I I ' Intel ply moppinys of Roofing Asphalt must be applied u a continuous lien and shill crarrslal of approximately 25 pounds per 100 squa n feet of lout area whir • r .. , Slopes per loot ' Aspltall Type Up lo 3' `Sleep ASIM Type ill`' r ..:' 3•_ 6• III -Sleep ASIM Type IV a tolerance not 10 exceed 207. plus or minus. The appropriate aspi'it for the slopes Involved must be used. On slopes op to'/, Inch per fool, flat AS1M typo II may be used o.rczot In Florida, texas, New Mexico, Arizona, and California. Surlacing Apply GAFGLAS Mineral Surfaced Cap Sheet in accordance with Il.e application Instructions on page 20, so that the laps are offset from the laps ul the ply sheets. Special instructions 1. See recommendation for use over gypsum decks on page 9. 2. Acceptable Base Sheets Include,: SIIIAIAVLN f• Nailable, LAIC! AS /75 Base Sheet. RUBEIIOIU' Muddied Base Sheet, GAFGLAS" PLY G'. Ply 4. 3. II GArGLAS PLY 4 or GAfGLAS PLY f is used as Ilie base .. t rivet wood or structural wood libel decks, a sheathing paper is refereed. '1. Ovei freshly pooled gypsum anal IighlwelgIlt insulating Col ;u:, .locks, Slit/UAW NI (Vent Ply) for Nailable Decks is required, see page U. 5. for applicaltuns over lightweight insulating coucrele decks, see page 9. G. for "Nailing 01 Base Sliced," see page 19. 7. For roof slopes of 1 Inch per fuel or more, all piles must be back- nailed 4 inches In from the felt edge. Sec. "Installation on Steep Roots," Page 10. UL Classification UL Class A A B inIVNIRMIVATIPSWEIWIWIRIIVIVIM Substrate C NC C Slope _ — 2' 3' 3 '/l UL Chart Key 1. Substrate C = Combustible and Noncombustible Combustible = Wood planks, boards, etc., plywood (min. "/n Inch thickness), oriented strand board (min.'1. Inch thickness). NC = Noncombustible only Noocunlbuslibie = Sleet, poured 01 piecasl shuct concrete, lighlweIghl Insrdaling concrete, gypsum, shuclulal wood libel, etc. 2. Slope Maximum slope allowed, in locks per lout. Guarantees Available Spocllicalion .. .. � - - -- -- Llberl Guaranlsos_ N- 0- 5-M/PG Z0 yr. West /um only, Wuutl Uocks. N- B- 5 -M/P6 20 yr• Lightweight Insulating Conclete. (See page 0.) N-0 -5-M 12, 10, 5 yr. J. 441,111,aar .1...wr• •.r,a, • .r•.w, ... «. .. ...... ... I . \ , r r ' OVERING MATERIALS (TEVT) SYSTEMS (TGFU)— Cunli;rued •1y -Iso Special" with "Duly :oaur 251" or "Polyfoam :. applications "Gacoflec U11- 7050 ", applied at 1 :nee applications, applied 1 -1/4 gal /sq/application .1 Series (various colors). applied 1 gal /sq (12 Incline: 1/2 •Iy -Iso Special" with "Polyfoam 251" or "Polyfoam •. applications "Gacnflex 1111. 7050 ", applied at 1 nee applications, app 1.1/4 gal /sq/application • \•60" Series (various colors), applied 1 gal /sq (15 Insure: 2 Iso Special" with "Polyfoam 251" or "Polyfoam 40", applied at 1 gal/sq (10 dry mils). •.W0", applied at 1 gal /sq (10 dry mils). Incline: 1 •r "Polyfoam 303 ", any thickness. ••- Shield 7007 ", 40 dry mils. Incline: 2-1/2 any thickness. 6211", 1 -1/2 gal;sq (14 dry arils). 6200" series (various colors), I.1 /2 gal /sq (14 R1306 (N) NJ 07470 SID Modified Base Sheet" may be utilized as an .1s in any of the l I!awiny Classifications. : board or 1/4 in. thick (min) Georgia-Pacific id may he used in any existing noncombustible '.is is done, the resulting roofing system is rstible (15/32 in. olio) roof decks. the joints in ,•went board are offset 6 in. with the joinls in the ' the roof system, it roust be placed belu•.v the .TENS WITH HOT ROOFING ASPHALT • base sheet ( "GAFGLAS 11/5 Base Sheet") is a asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or A, B or C roof system; indicated below. covered with a Type G2 asphalt glass mat base (Vent -PIy) perforated" or "GAI Slratavent '. Perforated to be rr.;:pn I and nailable to be side duwn. glass prat base sheet ( "GAI GI AS 1175 Base Sheet' Ply) fur nailable dells ") may be substituted for ?t ( "GAFGLAS PIy 4" or "GAFGLAS PIy 6 ") as the •rug systems. y be solid mopped, spot mopped or mechanically 11 insulations may be hot mopped or mechanically rid' may be used for (lashing in any of the Class . this includes "GAFTMM' PERMALIILo" or any •elation. :table alternates for gravel in any of the Class A, ing units are considered suitable to be included .rss A. B or C systems listed over C -15/32 or NC. vier any of the following Class A, 6 or C systems rating. The use of 1/2 in. 'nit' gypsum board is ,sulation over C -15/31 decks. ',rtion board between min 3/4 in. perlite board (ocular/rosin paper /polystyrene /perlite) is a ornate board in lire following (.lass A, 11 or C Af1Cl•1P tattered Isotherm RA" and 'GAFIEMP •rd for any tsocyanurate insulation in any of the '.lass A, B and C. ...Atli organic and glass felts or modified bitumen Class A Incline: 3 One or more layers perlite, wood fiber, glass bane, perlite/isocyanurate composite, perlite/ LOOK FOR MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 135 ROOFING SYSTEMS (TGfU)— Corrlmued urethane composite, wood Filler /isocyanurate composite,' phenolic, any thickness. Ply Street: Three or more layers Type 61 "GAfGLAS Ply 4" or "GAfGLAS Ply 6 ", Trot propped. ' Surfacing: Giavel: 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite,. perlite/ urethane composite, wood fiber /isocyanwate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type 61 "GAFGLAS Ply 4" or "GAFGLAS I'Iy 6 ". . Cap Street: One layer Type 63 "GAFGLAS Mineral Surfaced Cap Sheet ". 3. Deck: NC Incline: 2 Insulation (Optional): One or nrore. layers perlile, wood fiber, glass fiber, isocyanurate, urethane, perlile /isocyan composite, perlile/ urethane composite, wood fiber/isocyanurate composite, phenolic, 2 in. max. PIy Sheet: T■vo or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS PIy 6". Cap Sheet: One layer Type G3 "GAfGLAS Mineral Surfaced.Cap Sheet ". 4. neck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max,. hot. mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphall glass fiber prat system. I 37 Tc -15/32 ,. Incline: 1 1 1 1 Slip Sheet (Optional): Red rosin paper nailed tb dec ' Base Sheet: One layer 'Of Type G2 "GAF 1175 Bas Sheet" (may' be nailed). Ply Sheet: One or more layers of Type G1 " GAFGLAS Ply 4" or GM Ply 6 ". C. r Sheet: Or nc n Base Sheet: One layer of Type G2 "6AfGLAS 1175 Base Shcel ". Ply Sheet:: One or more layers of fype 61 "6AfGLAS Ply 4" or GAI61.AS PIy fr". Cap Sheet: One layer of Type 6-3 "GAFGLAS Mineral Surfaced lap Sheet ". 7. Deck: (-15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isur.yanwale, urethane, perlite/isocyanurate composile, perlile /urelhane composite, phenolic, 1.0 in. min (offset from plywood joints 6 in.). • Base Sheet: Ouse or more layers of Type GI, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Phis" (granule), "Ruberoid Mop" (snonlIs nr granule) or "Rnberuid Mop Plus" (granule). Cap Street: "GAFGLAS Mineral Surfaced Cap Sheet ", Iwt. mopped. 8. Deck: ( Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlile/ methane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of Type 62 or 63. Ply Sheet (Optional): One or more layers of Type (1. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAfGLAS Mineral Surfaced Cap Sheet ", hot mopped. • • Class If . 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. PIy Street: Two or nrore layers of TY1re 61 "GAFGLAS Ply 4" or "GAFGLAS I'ly 6" Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 2. Deck: C -15/32 Incline: 3.1 /? Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlile/ urethane composite, wood fiber/isocyanurate composite, phenolic, any Thickness. Rase Sheet: Iwo or more layers of Type GI, 62 or 63. Membrane: One or 11101e layers of "Rube/old limb (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped, Class C I. Deck: ( -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wool fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite perlile/ • PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address tc)-5 NE i f tea. Tax Folio / I 3x060 005 o015 Legal Description G°Iaen GR +e IAA // - ►1 0 B ^ W- O Lots isftq oR 135,29-.135 /(�7q Owner / Lessee / Tenant 94'5c CAp,,k * 1 i rx Ott !r e(ke Master Permit # 3;3 Owner's Address Fa NE 91 T -e g_R• Phone 757- 613i Contracting Co. q Oul it as Address 5>i Qualifier SS# - - Phone State # Municipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING PENCE SIGN WORK DESCRIPTION PAivItt ,, CWhite) Square Ft. ado() I .p.fr. Estimated Cost(value) 1 75 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated Signature of owner and /or Condo President Date: Notary as to Owner and /or Condo President My Commission Expires: * * * FEES: PERMIT � /' C.C.F. APPROVED: Fire Zoning Buildin as to '7 l o �1TPPAr �� DK y Commission Exp I :' °� n 1 procluceci: ❑ DID rake an oath or * * * * r 14 NOT taike an , oaf* ** NOTARY ( "0b CHURCH ary Public, State raFtotttla TOTAL DUE *15 "d Mechanical Plumbing Engineering MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement or 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 ..I....'...1 /I C E R. Registered Architect and /or Engineer .<,• Name and address of licensed contractor P /1 ^ / reJ / s ' ,, Q �! 33b Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done .. aL'_.,/. � : .._..._._. State work to be doe and purpose of building (by A r tii L' PA'ESC /1' S' o� / e& ,r P` 3 aip� , ,%� ±../ P 2 ... � ./ !�. SA/I .P(e t.Pc ir�J�. /V. ii} t4 eV f /�dj ., ,1p1. . ...... . IIt�EI y -L/4/ Rec and for no other purpose. Ncw Building Remodeling Addition No. of Stories. To be constructed of Kind of foundation Roof Coved ng. r e�j� : T ,/ T? � jj vJ Estimate © Total cost of improvements $.•. ( 1 (� ° Amount of Permit 5... L •4 / L 1' Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to.. The undersigned applicant for this building perinit 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 ssith the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such subcontracto on rk to be performed under this permit, as are licensed by Miami Shores Village. Remarks. -._ (Signed) _ No... ..... Street.../l Repairs STATE OF FLOP,IDA, 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 saute, and that all facts therein by him stated are true.. Permit No..___Za It Date 4) 1 ( � . _ ... Read, Sworn to and Subscribed before me. Disapproved q' Date (Signed) ot,v. /4K Notary Public, State of Florida Building Inspector My Commission Expires _ to me well known, PLANNING BOARD DATE Chairman Member Member Member Member .. .. _.....__....._..._._ ...._....... Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the 1'I.utnir. lto,ird. 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 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 1,7/55 ,19 Owner's Name and Address... Keystone Developement N 122 Stree' 101st St, Registered Architect and /or Engineer.. Name and address of licensed contractor_.__Lang__RQOf1Ig a81S1_..'1'_ile_._GII,. Q_11_e___W,.__ St. Location and legal description of lot to be built on: Lot Block Subdivision 825 N. E. 91st Terr., Miami Shores Street and Number where work is to be done State work to be done and purpose of building (by floors) and for no other purpose. New Building K Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering`!"i•_le_& Built Up Estimated Total cost of improvements $ 760 0 00 Amount of Permit $ J5.00 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 be posted for inspection on the site of the work such ublic notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work p rforme under this permit, as are licensed by Miami Shores Village. Lang Roofing and 'Tile Go y nc, Remarks (Signed) !!� d r�v<J 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. d Permit No _. ®__(t) __ Date Read, Sworn to and Subscribed before me. Disapproved Date (Signed) Notary Public, State of Florida Building Inspector My Commission Expires PLANNING BOARD DATE Chaff man Member Me er Member Me ber Member Co cil Approved Date Disapproved Date NOTE: A charge of $1.00 will be nude for making corrections or changes to this application after approval has been obtained from t e Tanning 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.