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436 NE 94 St (12)11 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buil+ +ing , spection Request Dated 5 Type Insp'n 1 i n proa Y 'Ps5 Permit No. SP - /l ` Name la cci Address 'T SG NE q Compan too I uJ 1 / Q . Phone # Inspection Date V..) Approved Correction ❑ Re- Insp'n Fee ❑ Date Type Insp'n Permit No. Name Address ' ` ' f Company Phone # I For Inspector( /C / f ' 4. Name 04 Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request / Time CA BUILDING PERMIT APPLICATION FBC 2001. Contractors Address City m12/n1 State ,b/. Qualifier ae1 Joys. $ Value of Work For this Permit Type of Work: ❑Addition ❑Alteration Describe Work: Total Fee Now Due $ (Continued on opposite side) Tel: (305) 79 71,5¢ Sw. '4 .4 6 Jr ,ea F p Crake Miami Shores Village Building Department 10050 N.E.2nd Ave C ;I4 s Florida 33138 ermit No. sPc Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) '. V. La C.70 Phone # 6- 0 $) .375 /44D Owner's Address 4340 NC 9 et ST' City fl S�o�•� State /�� Zip ,x/38 Tenant/Lessee Name N/A Phone # Job Address (where the work is being done) .43t /4G '4 ST - cC�l► Owner City Miami Shores Village County Miami-Dade Zip 33/3 8 .3 Is Building Historically Designated YES NO ✓ Contractor's Company Name / 1,4 e 6 ,� ��r y Ph # (3 5) 66/ • 5454 State Certificate or Registration No. G G 6'3-7 55 9 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # ['New s ills.. S 7LC� -�- I ) Zip .95/ 55 Square Footage Of Work: i) GOD 0 3 - 5 1 El Repair/Replace ❑ Demolition C in 1 0 v 5 \ 00 e Fees Submittal Fee $ Permit Fee $ 75 CCF $ A To coicc ‘ Notary $ Training/Education Fee $ g© Technology Fee $ � � Scanning $ / Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. 5 Bonding Company's Name (if applicable) N /p- Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature -i c 016 Sign Owner or Agent Contract The foregoing instrument was acknowledged before me this P The foregoi instrument was acknowledged before me this day of ca , 20 Of- , by , day of OC , 20 VI, by who is personally known to me or who has produced✓ / who is personally known to me or who has produced As identification and who did take an oath. as identific- in and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires. APPLICATION APPROVED BY: Chc 05/13/03 ******************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 4 Zip ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NOTARY PUBLIC: Sign: Print: My Commis OCT 2 * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning 1 High Velocity Hurricane Zone Uniform Roofing Permit Application MIAMI-DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Master Permit No. Contractor's Name: JoyA Roore El Low Slope E Asphaltic Shingles E Prescriptive BUR-RAS 150 Roof Type ri New Roof reRe-Roofing El Recovering Ei Repair E Maintenance Are there Gas Vent Stacks located on the roof? E Yes MI(0 If yes, what type? 0 Natural 0 LPGX Roof System Information Steep Sloped area (ft.2) 1 1, 4- 1 Total (ft. 1 ioo Section B (Roof Plan) Low slope roof area (ft. Section A (General Information) Process No. Roof Category • Mechanically Fastened Tile O Metal Panel/Shingles O Other: Page 2 Job Address: 1 4 3;. 9'4.5r 1 0 Wood Shingles/Shakes Page 1 of 1 Sketch Roof Plan: Ilustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and leve s, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): 1 Corner Size (a' x a'): n " IMP 111 1 1 11111•LINIII. Imm aill oim mommim 1, 1111111MISPIN111111111 tft 4 - s' " 1 11 1 1 M1111111111110111 ?kg') the Specific System Manufacture NOA No: Design Wind Pressures, From RAS 8 or Calculations: Pmax1: I — • 45 Pmax 2: Pmax3: f - `,S.! Maximum Design Pressure, Fro NOA System: Deck type: 5/8" P • These decks require a astener pull test by an approved test labra • ry Other Deck Type: High Velocity Hurricane Zone Uniform Roofing Permit Application MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION • ., Insulation Base Layer /Size & Thickness: Se Fill in the Specifi Roof Assembly components and Identify Manufacturer (I a component is not used, identify as "NA ") Joist Spacing: Slope: Anchor/Base Sheet & No. of Ply(s): Anchor /Base Sheet Fastener /Bonding Material: Base Insulation Fastener /Bonding Material: Top Insulation Fastener /Bonding Material: 1 Insulation Top Layer /Size & Thickness: Wood Nailer: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener /Bonding Material: Ply Sheet(s) & No. of Ply(s): Ply Sheet Fastener /Bonding Material: Drip Edge Size & Gauge: Drip Edge Material Type: Hook Strip /Cleat gauge or weight: Coping Metal: Top Ply: Top Ply Fastening /Bonding Material: Surfacing: Page 3 11 '/ %" R.S. Nails Alternate Fasteners: 1. Field: (Galvanized Metal id FASTENER SPACING FOR BASESHEET ATTACHMENT Fastener Type: ' o/c © laps & rows l • 2. Perimeter: I ] " o/c © laps & rows ©( I " o/c 3. Comers: " o/c © laps & I1 rows @ " o/c NUMBER OF FASTENERS PER INSULATION BOARD Field: ( Perimeter: I Comer: I Page 1 of 1 " o/c LEI High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base Flashing,Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16. Page 3a Parapet Wall Height K/A Ft. Mean Roof Height Ft Page 1 of 1 Roof Slope: Roof Mean Height: Ridge Ventilation: High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Method of Tile Attachment: IN /A Altemate Tile Attachment Method: L Clip Spacing for Metal Roof Panels Field: I Perimeters: Perimeter Width: ( 2 / i "/12" IAVA Comers: Section D (Steep Sloped Roof System) Sloped System Description Deck Type:1 / Plywood E Page 4 Alternate Deck Type: I-N1g Underlayment type: Insulation /Fire Barrier Board: I /J1A Optional Nailable Substrate: 4114. Fasteners: Cap Sheet Type /Adhesive Type: I 40 II- Roof Covering: 19a di Roof Covering Attachment Method: Polp-aai , P,D Drip Edge Size & Gauge:I face 26 ga. Drip Edge Material Type: Drip Edge Fastener Type: I / a a "o.c. Hook Strip /Cleat ga. or weight: IGalvinized Metal lEf Page 1 of 1 Roof System Manufacturer: I Como C795" ,4 - 71b,v Notice of Acceptance Number:1 eV-- 6 964. D Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1:1 -- P2:1. 9 1Jp3: —95) 1 Maximum Design Wind Pressures, (From the PCA Specific system): Roof Slope: Roof Mean Height: Ridge Ventilation: High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Method of Tile Attachment: IN /A Altemate Tile Attachment Method: L Clip Spacing for Metal Roof Panels Field: I Perimeters: Perimeter Width: ( 2 / i "/12" IAVA Comers: Section D (Steep Sloped Roof System) Sloped System Description Deck Type:1 / Plywood E Page 4 Alternate Deck Type: I-N1g Underlayment type: Insulation /Fire Barrier Board: I /J1A Optional Nailable Substrate: 4114. Fasteners: Cap Sheet Type /Adhesive Type: I 40 II- Roof Covering: 19a di Roof Covering Attachment Method: Polp-aai , P,D Drip Edge Size & Gauge:I face 26 ga. Drip Edge Material Type: Drip Edge Fastener Type: I / a a "o.c. Hook Strip /Cleat ga. or weight: IGalvinized Metal lEf Page 1 of 1 Mean Roof Height in Feet 15' 20' 25' 30' 40 ' Roof Slope 1 1 1 1 1 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 '11.6 32.8 34.9 26.4 28.0 29.4 30.5 32.4 6:12 7:12 24.4 25.9 27.1 28.2 30.0 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section E (Tile Calculations) For Moment based tile systems, chose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P 144. 4'S x A I D.2o3 P 2: - jqr P3:F4 xA ( .143 ZL 3 - Mg: - Mg: - Mg: 8.21j = Mr1: - o 991 NOA Mf: I •5 a.37 8.2 = Mr1: 33 2 7 NOA Mf: = Mr1: 1 33. NOA Mf: 166 5 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: 1 30• / Mr Required Moment Resistance* Page 5 1 665 NOA Mf: *This Table must be used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. Page 1 of 1 Description Symbol Where to Find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by a P.E. based on ASCE 7 -98 Mean Roof Height H Job Site Roof Slope 8 Job Site Aerodynamic Multiplier A NOA Restoring Moment due to Gravity Mg NOA Attachment Resistance Mf NOA Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' NOA Required Uplift Resistance Fr Calculated Average Tile Weight W NOA Tile Dimensions I = length Hr =Width NOA 'High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. (P1: (P2:I (P3: Method 3 "Uplift Based Tile Calculations Per RAS 127" (: =1 =1 X w: NOA F' I Xw: = I x NOA F' ) - W: -W: NOA F' Page 5a ) - W: Where to Obtain Information x cos 8: = Fr1I x cos 8: = Fr2I x cos 8: = Fr3I All calculations must be submitted to the Building Official at the time of permit application. Page 1 ot• 1 rye► AsMtDA t1U1LUtNG CODE Comrt,t,\NCt: OI FICE(irCCO) I'ROI)UCt' CO,`•I'ROI. DIVISION NOTICE OF ACCIsI'TANCE (NOA) Copra Cast Corporation 4383 SW 70"' Court Miami, FL 33155 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the 13CCO and accepted by the Building Code and Product Review Committee to be used ita Miami Dade County and other areas where allowed by the Authority 1 Jurisdiction (A1(1). 3'his NOA shalt not be valid after the expiration -date stated below. 1 hL. - CCO (In. County) and /or tl \It1 (in areas other than Miami Dade County) reserve the right to have this product or material tested fur qua lii assurance purposes. If this product or material fails to perform in the accepted manner. the manufacturer will inct the expense of such testing and the AI-11 may immediately revoke. modify.. or suspend the use of such product material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by I3CC( that this product or material fails to meet the requirements of the applicable building code. This product k approved as dcscribedhcrein, and has been designed to comply with the South Florida Building Code. 1994 Edition for Miami-Dade County or Florida Building Code. DESCRIPTION: Colterrn "S" Roof Tile RENEWAL of this NOA shall be considered after :t renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TEi mINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. N•lisusc of this NOA as an endorsement of any product, for sales. advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the" words Miami-Dade County. Florida. arid followed by the expiration date rimy be displayed in advertising literature. if any portion of the NOA is displayed, then is shall bc done in its entirety. INSPECTION: A copy of this entire NOA shall bc provided to the user by the manufacturer or its distributors and shall bc available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 5. The submitted documentation was reviewed by Frank Zulaaga. RRC GO a � L /y'H Tait. 3 ,4 . 40 % o13A Ice" 5Aa, ,,11,\:\1( -DARE COUNTY. FLOi \IliTRO•DAUt: FLAGLCf{ (JU11.( 140 WEST (•LAGLER S•('It(•:(;'('. SUITE \I(A\1I. FLORIDA 31130- (305) 375 - 2901 FAX (305) 375- NOA No.: 01- 090 -4.04 Expiration Datc: 11/21/06 App roval Datc: 11/21/01 Page 1 of 5 1. SCOPE ROOFItNG ASSEttIIiLY APPROVAL Category: Sub Category: t\l;tterial: 1 I'IZOI)UC"1' DESCRII' "PION Manufactured by Applicant Coltcrra 'S' Clay Roof Tilc Trim Pieces Product Rainproof II Icc and Water Shield Tile. Nails Tile Screws Roof Tile Mortar ( "TilcTitcr" ") Roofing Rooling Tiles Clary This new roofing system using Coma Cast Coltcrra 'S' Clary Rool' Tile, as manufactured •Corny Cast Corporation described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. For the locations where the pressure requirements. (10 not exceed the design pressure values obtain by calculations in compliance with Ri \S 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. Dimensions Length: IS" Width: 11" varying thickness Length: varies Width: varies varying thickness COMPONENTS OR PRODUCTS tNIANUhACTUREI) BY OTHERS Dimensions 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll Alin. l0dx 3" 115x 2 1/2 long 0.335" head dia. 0.131" shank dia. 0.175 screw thread dia. N/A 'rest Specifications Test Specifications PA 104 PA 103 Sclf- adhering undcrlayrncnt l't\ 1 1 4 Appendix E PA 114 Appendix E Product Description Single ply, nail -on undcrlaymcnt with 2'' self- adhering top edge. Corrosion resistant screw or smooth shank nails Corrosion resistant, coated, square drive, galvanircd, coarse thread wood screws Product Description 1 profile, one - piece, 'S' shaped, clay roof PA 112 tilt with a single roll. For direct deck nail - on, mortar sct, or adhesive sec applications. Accessory trim, clay roof pieces for use at PA 112 hips, rakes. ridges and valley terminations. Manufactured for each tilt profile. r`lnnufncturcr Protect -O -Wrap. Inc. (with current NOA) W.R. Grace Co. (with current NOA) Gcncric (with current NOA) Gcncric (with current NOA) PA 123 Prepared ntort:rr mix I ?errnud :t Roof designed for mortar set roof Company, Inc. tile applications. (with current NOA) NOA No.: 01- 0904.04 Expiration Datc: 11/21/06 Approval Dntc: 11 /21/01 I'nt;c 2 of 5 l Tile Profile Colterra 'S' Colterra 'S' Tile Profile Colterra 'S' Table 2: Restoring Moments due t• avit - M. (ft -lbf) 6 ":12" I 7":12" Direct Deck DirectDeck DirectDeck DirectDeck DirectDeck 8.58 8.44 8.27 8.07 7.84 Table 3: Attachment Resistance Expressed as a Moment - M (ft -Ibf) for Nall-On Systems The Fastener Type Direct Deck Direct Deck Profile (ruin 15/32" (min. 19/32" plywood) plywood) 3 ":12" 4":12" 2 -1Od :Rinq Shank Nails 1- 1OdSmooth or Screw Shank Nail :' 2- l Od Smooth ``or'Screw Shank Nails 1 .118 Screw 2 .1t8 Screws 1 -10d Smooth or Screw Shank Nail (Field Clip) 1 -10d Smooth or Screw Shank Nail (Eave Clip) 2 -10d Smooth or Screw Shank Nails (Field Clip) 2 -1Od Smooth or Screw Shank Nails (Eave Clip) 2 -10d Ring Shank Nails 5 Medium paddy placement of 24grams of PolyPro "'. 5 ":12" 28:6 5.1 6.9 20.7 43.2 23.1 29.3 27.6 38.1 Installation with a 4 to hoadtap and fastornors aro located a min. of 2i: from head of Lilo. Resistance Polyfoam Pot 66 Polyfoam PolyProrN 38.7 =l Lar o .add placomont.of 63 rams of PotyPro 41.2 6.8 9.2 20.7 43.2 23.1 29.3 27.6 38.1 33.1 48.1 Table 4: Attachment Resistance Expressed as a Moment M, (ft-lb() for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Colterra 'S' Adhesive 29.3 2 See manufactures component approval for installation requirements. 3 Flexible Products Company Tile8ond Avorago weight per patty 10.7 grams. Polyfoam Product. Inc. Avorago weight por natty 8 grams. Table 4A: Attachment Resistance Expressed as a Moment - M ((t -Ibf) for Single Patty Adhesive Set Systems Tile Application Minimum Attachment NOA No.: 01- 0904.04 Expiration Date: 11/21/06 Approval Date: 11/21/01 Pete 4 of Product Roof Tile Mortar ( "Quikrctc0 Root Tile fvfortar tl 1140 Roof Tile Mortar ( "13ONSALO Roof Tile Mortar (tilix ") Root Adhesive ( "Polypro0 A11160") Roof Tile Adhesive Tilcl3ond Hurricane Clip & Fasteners Dimensions N/A N/A N Factory premixed canisters Clips Min. 'A" width Min. 0.060" thick Clip Fasteners Min. 3d x l r/" Test Specifications PA 123 PA 123 Sec I'CA Scc PCA PA 11 Appendix E Pr od u ct Descript Prepared mortar mix designed for mortar set roof file applications. Prepared mortar mix designed for mortar set root tile applications. Two component polyurethane adhesive designed for aclhcsive set rout tilt applications. Si'nble component polyurethane loam root tile adhesive Corrosion resistant clips with corrosion resistant nails. \ 11(111 f.i et 1, r.. r Quikretc Construction Products (with current NOA) \V. R. Qonsal Cu. (with current NOA) Polyfo:un Products, Inc. (with current NOA) Flexible Products (with current NOA) Generic (with current NOA) 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications. a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a fvtianti -Dade: County Certified Laboratory to perform quarterly test in ;accordance with PA 1 12. alipcndix 'A'. Such testing shall be submitted to the Building Code Compliance Office for rcvice'.. 3.4 Minimum undcrlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped undcrlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the undcrlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall bc in compliance with applicable building code. 3.7 May bc installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Coltorra 'S' Clay Roof Tile and its components shall bc installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4,2 Data For Attachment Calculations Tile Profile Coltorra 'S' Table 1: Aerodynamic Multipliers - (ft') ? (ft') Direct Deck Application 0.263 NOA No.: 01- 0904.04 Expiration Date: 11/21/06 Approval Date: 11/21/01 Page 3 of 5 Table 4B: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Mortar Set Systems Colterra 'S' Tile Tile Attachment Profile A.plication Resistance Mortar Set 24.5 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's !tame or logo, or following statement: "tvliatni -Dade County Product Control Approved ". 6. BUILDING I'I:Rtti1IT REQUIREMENTS 6.1 Application for building permit shall be accontpaniccl by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any-other documents. required by the Building Off cial'or applicable building code in order co properly evaluate the installation of this systeitt. PItoh1r,E D ItA\YINCS COI,TI:IZIZA 'S' CLAY ROOT' TILE ENI) OF THIS ACCEPTANCE NOA No.: 01- 0904.04 Expiration Date: 11/21/06 Approsal Datc: 11/21/01 t'ut;c 5 of 5 A. TESTS: Test : \Lcncv Test Idcnttrrr Test Mime/Report Date Redland Technologies 7161.03 Static Uplift Testing Dec. 1991 Appendix 1(1 I',\ 102 Rcdland Technologies 7161 -03 . Static Uplift Testing Dec. 1991 Appendix III PA I 02(A) The Center for Applied 9-1-083 Static Uplift Testing April 1994 Engineering, Inc. PA 101 (Adhesive Sct) The Ccntcr for Applied 94 -084 Static Uplift Testing May 1994 Engineering. Inc. PA 101 (Mortar Set) The Ccntcr for Applied 25- 7094 -9 Static Uplift Testing • Oct. 1994 Engineering. Inc. PA 102 (4" 1leadlap, Nails, Direct Deck. Ncw Construction) • The Ccntcr for Applied Engineering, Inc. The Ccntcr for Applied Engineering. Inc. The Center for Applied y 25- 7183 -3 Engineering. Inc. Thc Ccntcr for Applied 25- 72(4 3 Engineering. Inc. Thc Ccntcr for Applied 2 5- 7214 -7. Engineering, Inc. Rcdland Technologies Rcdland Technologies 13. CALCULATION Cnlculntinn Walker Engineering, Inc, Walker Engineering, Inc. 25- 7094 -6 Static Uplift Testing Oct. 1994 PA 102 (4" Headlap. Nails, Battens) 25- 7183 -4 Static Uplift Testing Feb. 1995 PA 102 (2 Quik -Drive Screws. Direct Deck) 7161 -03 Appendix 11 Letter Dated Aug. I, 1994 Test Report Fvniturted 25-71S3 25.7094 Static Uplift Testing, PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing P,\ 102 (I Quik - Drivc Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik Drive Scrcw, Battens) Wind Tunnel Testing PA IOS (Nail -On) Wind Tunnel Testing l',\ 108 (Nail -Ott) Mite ttilarch 1995 February 1996 Fcb. 1995 - March. 1995 March. 1995 Dec. 1991 Aug. 1994 NOA No.: 01- 0904.04 Expiration Date: 11/21/06 Approval Date: 11/21/01 E-1 'Calculation Test Report Evsituatccl Walker Engineering. Inc. .25-7496 Walker Engineering. Inc. Walker Engineering. Inc. Walker Engineering. Inc. 25-75S4 25.750 -I b -S 25.7504-4 & 5 25- 7S 4S -6 - C. O'I'IGLIZ 1. NTRMA Association Member 2. Notice of Acceptance number 01- 0904.04 I);r tc April 1996 December 1996 Aerodynamic Multipliers April 1999 Two fatty Adhesive Set System April 1999 NOA No.: 01- 0904.04 Expiration Datc: 11/21/06 Approval Datc: 11 /21/01 E -2 MIA MIOADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Polyfoam Products, Inc. 2400 Spring - Stuebner Road Spring ,TX 77383 -1132 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0521.02 EXPIRES: 05 /10/2006 APPROVED: 06/14/2001 MIAMI -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 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION . (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Two Component Polyurethene Foam Adhesive under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office \\ s0450001 \pc2000\ \templateslnotice acceptance cover page.dot Internet mail address: postmaster ®buildingcodeonline.com Homepage: http : / /www.buildingcodeonline.com Polyfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Roof Tile Adhesive Materials: Polyurethane 1. SCOPE This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems 2. PRODUCT DESCRIPTION Manufactured by Applicant Polypro® AH160 Foampro® RTF1000 ProPack® 30 & 100 Dimensions N/A N/A N/A Dispensing Equipment 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list uplift resistance values with the use of Polypro AH160 roof tile adhesive. 2.2 Typical Physical Properties: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 2 Test Specifications PA 101 1.6 lbs./ft. 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch Approval Date: June 14, 2001 Expiration Date: May 10, 2006 Results +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Chan ' e Humidity, 2 weeks Product Description Two component polyurethane Dispensing Equipment Frank Zuloaga, RRC Product Control Examiner Po lyfoam Products, Inc. ACCEPTANCE No. : 01- 0521.02 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 3.2 Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3.3 Minimum underlayments shall be in compliance with the Roofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. r— F _ F- ' MS 4. INSTALLATION 4.1 Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 4.2 Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A) : 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 4.6 Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® AH160 shall not be exposed permanently to su 3 Frank Zuloaga, RRC Product Control Examiner Table 1: Adhesive Placement For Each Generic Tile Profile TileProfile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 Polvfoam Products, Inc. 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 4.9 Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. 5. LABELING All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. 4 ACCEPTANCE No.: 01- 0521.02 Frank Zuloaga, RRC Product Control Examiner Polyfoam Products, Inc. Nail through plastic cement Paddy (Beneath Tile) Underlayment 1 Eire Course Eave Closure 101 ,, y�Zin Fasda eve course only. Keep adhesive approx. 4 In, up from weepholes Eave course only: Kee adhedve from weepholes approx. 4 in u p ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nall through plastic cement Undertayment 1 10 In: Eave Cottle Eave course only: Keep adhesive approx. 4 b up from weepholes Paddy (Beneath Tile) Fasda Weepy* Eave closure Drip edge 1) Place enough adhesive to achieve 11 to 23 square Inches In contact with the pan tile 2) Tum covers upside down. Place adhesive 112 in. To 1 In. From outside edge of cover tee. Then install the Me, 5 Underlayment 1 top portion of the eave course cover file, Abul to second course of pan Wes. Ensure eave end of pan and cover lies are flush at save line. Eave closure (router shown) ACCEPTANCE No.: 01- 0521.02 Weephole Fascia Bo Optional2x4's for steep pitch applications Nall through plastic cement ( Optional Point -up Mortar on longitudinal edges of t Sheathing Frank Zuloaga, RRC Product Control Examiner Polvfoam Products, Inc. ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY 6 ACCEPTANCE No.: 01- 0521.02 Nail through plastic cement Underlayment 7 *e 2 In. Eave Course Paddy (Beneath Tile) Fascia Weephole Eave closure Drip edge Frank Zuloaga, RRC Product Control Examiner Polyfoam Products, Inc. ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement r3 x3in. Single paddy an under. layment Single paddy on top of tile Single paddy under tile Paddy (between tile) Paddy (under tile) Eave course in. X7 in medium size paddy eave Fascia course only Single paddy on top of tile Eave Course 4 In. re- 3 in 4 in. Single paddy on under. layment Single paddy under tile Nall through plastic cement t r 3 in.x31n, Ingle paddy n undedayment Single paddy on top of the Eave Course ACCEPTANCE No. : 01-0521.02 Nail through plastic cemenst Single paddy under the Underlaymeni 1 . x 3 In. Single paddy between tile N the paddy eave course only 2 in. x 7 in. medium Single paddy between the 4111 4441 .4.1 . 4 p■ Po P X"‘ O r 2 In. x 7 in. medium size paddy eave course only Fascia Eave Closure Frank Zuloaga, RRC Product Control Examiner Fascia Weephole Eave closure Drip edge Polyfoam Products, Inc. ACCEPTANCE No. : 01- 0521.02 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, 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: "Miami -Dade County Product Control Approval", or as specifically stated in the specific conditions of this Acceptance. 3 . Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and 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 Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 through 8. END OF THIS ACCEPTANCE 8 Frank Zuloaga, RRC Product Control Examiner Polvfoam Products Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA.) A. DRAWINGS: NONE B. TESTS: Test Agency Center for Applied Engineering Center for Applied Engineering Center for Applied Engineering Center for Applied Engineering Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Celotex Corp. Testing Services Celotex Corp. Testing Services Test Identifier #94 -060 257818 -1PA 25- 7438 -3 25- 7438 -4 25- 7438 -7 25 -7492 NB -589 -631 9637 -92 01- 6743 -011 01- 6739- 062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 E -1 ACCEPTANCE No.: 01- 0521.02 Test Name/Report Miami Dade Protocol PA 101 Miami Dade Protocol PA 101 SSTD 11 -93 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 PA 114 Miami Dade Protocol Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 03/14/96 Miami Dade Protocol PA 101 10/23/98 Miami Dade Protocol PA 101 12/28/98 Frank Zuloaga, RRC Product Control Examiner Polyfoam Products Inc. ACCEPTANCE No. : 01-0521.02 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA.) C. CALCULATIONS: Walker Engineering, Inc., Evaluation of Tests. Dated 04/07/99 D. MATERIAL CERTIFICATIONS: NONE E. STATEMENTS: NONE E -2 Frank Zuloaga, RRC Product Control Examiner Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2004 -1331 Printed: 10 /20/2004 Applicant: GLORIA LUCIO Owner: LUCIO GLORIA JOB ADDRESS: 436 NE 94 ST Contractor MANUEL JOYA ROOFING Local Phone: Parcel # 1132060140340 Signed: (INSPECTOR) Building Permit Contractor's Address: Page 1 of 1 Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOT 8 BLK 51 LOT SIZE 50.000 X 128 Fees: Description Amount FEE2004 -10336 Building Fee $275.00 FEE2004 -10337 CCF $2.40 FEE2004 -10338 Training and Education Fee $0.80 FEE2004 -10339 Technology Fee $6.88 FEE2004 -10340 Scanning Fee $21.00 Total Fees: $306.08 Total Fees: $306.08 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 4/5/2005 Construction Value: $3,800.00 Work: RE -ROOF W /SPANISH S TILES In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: MEM c•1•v•I•t E•N•G•I•N•E•E•R 2020 Northwest 7th Street Miami, Florida 33125 Mr. Manuel Jaya. -- 5841 Southwest 51st Street Miami, Florida 33155 Project: Dear Sirs; In accordance with your request and authorization, a representative of LG Engineering Services, Inc. completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 30 feet above ground surface. The type of tile used for this project was reported to be Spanish S Roof Tile. This tile was reported to have been foamed in place. At the time of this testing, one test for every corner, one test for every 100 square feet of roof tile in perimeter the area __,a test for eve 200 square feet o f roof the in the field area wet- j Ste Initially the entire area of the roof was examine for loose tile. More than 10°6 of the too, t � d in the field area and more than 20% of the roof tile at the roof perimeter andco rner 717A' ' cally 3asem ontoulntes a icst ests O+ prgj e ct'in40(s a`kP.Opy, V d LG ENGINEERING SERVICES, INC: Consulting Engineers Tel: (305) 649 -6454 Fax: (305) 541 -3298 February 3, 2005 es M1e yG1:' TILE UPLIFT TEST Residential Home 436 Northeast 94 Street Miami Shores, Florida Information provided by client: • Permit Number: BP2004 -1331 Date Completion: January 28, 2005 Roofing Contractor: M.J. Roofing LG Engineering Services, Inc: Project Number: LG05 - 0317 (Testing Laboratory Certificate #00- 0224.07) eft ereneed easel Eric LG Engineering Services, Inc. appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; LG Engineering Services, Inc. TILE UPLIFT TEST Residential Home 436 Northeast 94 Street Miami Shores, Florida /lK/lohamad Sonny Salleh, P.E. Project Manager umber ,.Test L oad (bf}n��; r, ... Nest Sta tus: 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 . Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Report of TILE UPLIFT TEST for Residential Home 436 Northeast 94 Street Miami Shores , Florida Project Number: LGO5 -0317 LG Engineering Services, Inc. — Tile Uplift Test Result -- Project Number: LG05 - 0317, Page 1 T est Number , Tes Load (lbf)' 3 K ., Test Status F 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass LG Engineering Services, Inc. — Tile Uplift Test Result -- Project Number: LGO5 -0317, Page 2 Test umb 55 56 57 58 59 Test Load (Ibf)° 35 35 35 35 35 Test Status:. Pass Pass Pass Pass Pass LG Engineering Services, Inc. — Tile Uplift Test Result -- Project Number: LGO5 -0317, Page 3 4 + t + + + + + + + + + + + + + + + + 40' + + + + + APPWX, POO If 5T ILOCAf1ON5 ANP C2IMN510N5 Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMEN 305- 795 -2204 Building Inspection Request Date Type Insp'n [� > ) Permit No. A D 7 /S Name � / Address 4 /v E 9 Y Company Phone# ( , o3 — , ct7 0 4.6,cof 4' • T MIAMI SHORES VILLAGE BUILDING DEPARTMENT ( Permit No. Phone # Inspection Date CI Approved Correction Re- Insp'n Fee k eed 305- 795 -2204 Bui }ding Inspection Request Dates 7 Type Insp'n Tirti I '0-C) . 3R54— I Name SEO' l G Address 4 SG N _ 94 �+— Compan P U t (»2- joictc