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RF-08-2069Project Address 1440 NE 101 Street Miami Shores Village, FL 33138- Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 To R+l - New PROVED Expiration: 06/01/2009 Parcel Number 1132050240030 Block: Lot: Applicant AO**, ,,, amer"....mwWWWNIIIIIZMO*WASIVWFW GEORGE BURCH Address GEORGE BURCH 1440 NE 101 ST MIAMI SHORES FL 33138 -2613 Valuation: Total Sq Feet $ 14,000.00 135 Contractor(s) Phone OBENOUR ROOFING SHEET METAL k 305 -757 -2612 Cell Phone Type of Work: Re Roof Additional Info: COLOR THRU Classification: Residential Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $8.40 $2.80 $275.00 $12.00 $6.88 $305.08 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Phone Available Inspections : December 03, 2008 Tile In Progress Tin Cap Inspection Type: Up Lift Report Final Roof Hot Mop Nailing Affidavit Date Cell Wednesday, December 3, 2008 1 BUILDING PERMIT APPLICATIO FBC 2004 Owner's Address Job Address (where the work is being done) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) noirag Burch Phone # ONO NE I off +err+ Cit [Pi (? 1d. ,c hOfP3 State FL- Zip 3313 Tenant/Lessee Name Phone # /Ltib NF /Olsi S t - d City Miami Shores Village y County Miami -Dade FOLIO / PARCEL # ( )- , / - 63 ee Is Building Historically Designated YES NO P/ Contractor's Company Name beft//)Ltt aoo l Phone # 3a„ - 2j7 / Z Contractor's Address 153 Ai E 97 S �r,', -� City Miami Jhort-S State re-- Zip 33/3 Qualifier N a m e JJY) f • t f7 a N O L U r P h o n e # 3 0 6 — 7 5 7 - 2 1 0 / 2 State Certificate or Registration Neee ( Sac Certificate of Competency No. 0['277 lP4 Arch_It�e omdWih licable) Ph ne # o. Value of Work For this Permit $ / 3, 3rio . cv" Square / Linear Footage Of Work: Type of Work: ['Addition Describe Work: / ['Alteration ['New / ? t0/11L15 lru h i & Color - -hru. Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Review. $ DPBR $ Double Fee $ Master Permit No. Total Fee Now Due $ Permit No. RM _.0 1 Zip Repair/Replace * * * ** **, ter * * * * ** **** * **** **** *** * *** ** ** F ** ** **** ** ** * *, * * * **** ** * * ***** CCF $ CO/CC /36F Technology Fee $ Zoning $ See Reverse side --> Roofing 0 Demolition Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if applicable) Mortgage Lender's Address tea. City State Zip 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 d after the building permit is issued. In the absence of such posted notice, the inspection will not be app r d and a reinsp °ction fee w. l be charged. Signature State Owner or Agent The foregoing instrument was acknowledged before me this d a y of fi r , 20 05 , by • who is personally known to me or who has produce& 1'# AV PUB i T�" J i L 01 FL RIDS As den ; cation; 044vth MARL an oath. cos :41sStoN # DD403808 EXPIRES: APRIL 02, 9049 Bonded Thru Atlantic Boadlfg CO., UM NOTARY PUBLIC: Sign: APPLICATION APPROVED BY: (Revised 02/08/06) Print: My Commission Expires: Zip Contractor The for going instrument was acknowledged before me this 7 day of NO t ,20 0, by who is personally known to me or who has produced as identificMIdkRAVA SANDRA D. HART NOTARY PUBLIC: ':_J ; COMMISSION $ D0403808 ExPIIES: APRIL 02, 2,009 Boosted Than Atlantic Banding Co Enc. Sign: Print: d My Commission Expires: /08" c Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements HI be made to certain real property, and in accordance with Char ter 713, Florida Statutes the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: J /o /-S-t iniajAL h ores-y- f.- 33/38 2. Description of improvement: 3. Owner(s) name and address: / D N /0/ S1._/tu4-i Interest in property: R party: Name and address of fee simple titleholder: 4. Contractor's name and address: _ l 7 a N ? 7.f 2J°LJ s1ozo,_ - 1 .1/ 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: Mate bTIc •Pfdfry's.N r e My commission expires: 123W-52 PAGE 4 5/115 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the followir g person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of omm = ncement: (the expiration date is 1 year from the date of recording unless a different date is p cified) Signature of Owner Print Owner's Name Sworn to and subscribed before me this I I day of a , 20 04. iQO(9( batch C6440021-Alsuc SANDY D. toxxi ssroN4 DB4433.08 -- FxvrxES: APRIL 02, 7009 ed Mrs Ad4u►de 101/62$ Co% tau 1111111 11111111111111111111111111111 CFN 2008Rn988319 OR 1.k 26679 Ps 2602; (1) RECORDED 12/10/2008 10:20 :30 HARVEY RUV'IN, CLERK OF COURT MIAMI -DADE COUNTfr FLORIDA LAST PAGE Prepared by Address: Laoa yjoa/ ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Contractor's Name ©13 E0 Oc / Job Address r o A iE 4' / S% ❑ Low Slope ❑ Asphaltic Shingles ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive SUR -RAS 150 ROOF TYPE ❑ New Roof IN Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Florida Building Code Edition 2004 High-Velocfty Hurricane Zone Uniform Pent* Application Form NO 2 Section A (General information) Master Permit No. Process No. ❑ Repair ❑ Maintenance Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) /123 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Total (SF) /323 MIK 1 Plia%1111111111111■ imnimmimun. MEM 113 _ __ IC 4'1111\ � l 1111 2 rll�M. /A �+ \ ' Ari f1�1if I11I�12..r1■ 1111111 .11111111111112N01 - 111Ea w .... '-'' MI 1,1 tl 1522 FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Mp t v NN1I Notice of Ac t e p /© Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations: 1: 3.,-4 P2: fOLI P3: a 6 Maximum Design Pressure (From the ProduA Specific System): P R o9f Slope: i 4 J : 12 Ridge Verytilation? A- I Mean Rspf Height: f g Steep Sloped Roof System Description Deck Type: Type Underlayment: *m 1 4 22.4 \ Insulation: �.` Fire Barrier: Fastener Type & Spacing: �t - l F� d °X- \ Adhesive Type: oe / if. \, Type Cap Sheet: M r 4 .2-11 9 - 1 y'I \ Roof Covering: ti )1Ec2 I g e: Type & Size Drip fa 18.34 FLORIDA BUILDING CODE — BUILDING Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier .i Product Approval Restoring Moment due to Gravity M Product Approval a ttachment Resistance Mr Product Approval Required Moment Resistance M Calculated Minimum Attachment Resistance F, Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W =width Product Approval All calculations must be submitted to the building official at the time of permit application. e qui M required Moment Resistance* Mean Roof Height -> Roof Slope ,i, 15' 20' 25' 30' 40' 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 30.4 322 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 • For Moment based tile systems. choose either Method 1 or 2. Compare the values for M with the values from Mr. If the M f values are greater than or equal to the M values. for each area of the roof. then the Ole attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P r t t1' ` X 7. 4018* �y = � �) - M Ctrl .Mr, f rj 9 � / Product Approval Mf ¥). f' (P2: _ /p fi x A r �y � tl i =4. 3J) Mg; !'j, �r = M �G�l Y Product Approval Mf4� (Pat- x 2, A► Mg:lJ• = f ' / /' M r t 4• D G Product Approvaf l M T a - Rred Moment of Resistance (Mr) From Table Below Product Approval M f *Must be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tle systems use Method 3. Compared 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. Method 3 "Moment Based Tile Calculations Per RAS 127" (P xL = xw:= )-W xcos =Fri (P2: xL = xw:= ) -W: x cos9 = Fr2 ra. Yt. xw:= 1 W: x cos0 =F • FLORIDA BUILDING CODE - BUILDING Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) Method 2 "Simplified Tile Calculations Per Table Below" ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Product Approval F' Product Approval F' Product Approval F 1 5.35 • For Moment based tile systems. choose either Method 1 or 2. Compare the values for M with the values from Mr. If the M f values are greater than or equal to the M values. for each area of the roof. then the Ole attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P r t t1' ` X 7. 4018* �y = � �) - M Ctrl .Mr, f rj 9 � / Product Approval Mf ¥). f' (P2: _ /p fi x A r �y � tl i =4. 3J) Mg; !'j, �r = M �G�l Y Product Approval Mf4� (Pat- x 2, A► Mg:lJ• = f ' / /' M r t 4• D G Product Approvaf l M T a - Rred Moment of Resistance (Mr) From Table Below Product Approval M f *Must be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tle systems use Method 3. Compared 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. Method 3 "Moment Based Tile Calculations Per RAS 127" (P xL = xw:= )-W xcos =Fri (P2: xL = xw:= ) -W: x cos9 = Fr2 ra. Yt. xw:= 1 W: x cos0 =F • FLORIDA BUILDING CODE - BUILDING Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) Method 2 "Simplified Tile Calculations Per Table Below" ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Product Approval F' Product Approval F' Product Approval F 1 5.35 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DMSION NOTICE OF ACCEPTANCE (NOA) Monier Lifetle, LLC 200 Story Road Lake Wales, FL 33898 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 Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Atlantis Shake & Slate Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION 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. Misuse 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, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA #02- 1211.08 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 07- 1023.12 Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub- Category: Material: 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile LLC in Boca Raton, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant, Monier Lifetile 1= 16" Atlantis Shake and w =10" Slate Tile 1 ' /a" thick Trim Pieces 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Roofing Flat Profile Roofing Tiles Concrete Test Dimensions Specifications 1= varies w = varies varying thickness Test Identifier 7161 -03 Appendix III 94 -060A 94-084 25- 7094 -2 25- 7094 -8 25- 7094 -5 Product Description TAS 112 Flat, interlocking, high pressure extruded concrete shake and slate roof file equipped with two nail holes. For direct deck, mortar or adhesive set applications. TAS 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Date Static Uplift Testing Dec. 1991 PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) (Adhesive Set) Static Uplift Testing Oct, 1994 PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing Oct. 1994 PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing Oct. 1994 PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) March, 1994 May 1994 NOA No.: 07- 1023.12 Expiration Date: 12/16/12 Approval Date: 12/13/07 Page2of7 Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineerins Test Identifier 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 PO402 Project No. 307025 Test #MDC -77 224-47099 520109 -1 520111 -4 520191 -1 Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations TAS -112 Test Name/Report Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) 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 Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Aerodynamic Multiplier Moment of Gravity 25 -7094 25 -7496 25 -7584 25- 7804b -8 25 -7804-4 & 5 25- 7848 -6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System 13343.1 Date Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Sept. 1994 Dec. 1998 March 1999 October 2007 August 2007 February 1996 April 1996 December 1996 March 1995 April 1999 April 1999 June 2007 NOA No.: 07- 1023.12 Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 3 of 7 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 Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake and Slate Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Atlantis Shake & Slate Tile 8.5 1.33 0.833 Table 2: Aerodynamic Multipliers - A (ft3) Profile X (ft) 1 (ft) Batten Application Direct Deck Application 0.208 Monier Lifetile Atlantis Shake & Slate Tile N/A Tile Profile Monier Lifetile Atlantis Shake & Slate Tile 2 ":12" Battens N/A Direct Table 3: Restoring Moments due to Gravity - M, (ft-ibf) 4 ":12" 3 ":12" Battens Direct Deck Battens Deck Direct Deck 6.17 N/A 6.11 N/A 6.01 5 ":12" Battens N/A Direct Deck 5.89 6 ":12" Battens N/A Direct Deck 5.75 7 ":12" or greater Battens Direct Deck N/A 5.59 NOA No.: 07-1023.12 Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 4 of 7 Table 5A: Attachment Resistance for Single Patty Expressed as a Moment - M (ft -Ibf) Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile PolyProm' 118.9 PolyProm' 40.4 3 Large paddy placement of 45 grams of PolyProm% 4 Medium paddy placement of 24 grams of PolyProTA°. Table 4: Attachment Resistance Expressed as for Nall-On Systems Fastener Type a Moment - M (ft -lbf) Tile Profile Monier Lifetile Atlantis Shake & Slate Tile 2 -10d Ring Shank Nails 1 -10d Smooth or Screw Shank Nail 2 -10d Smooth or Screw Shank Nails 1 #8 Screw 2 #8 Screw 1 -10d Smooth or Screw Shank Nail (Field Clip) 1 -10d Smooth or Screw Shank Nall (Eave Clip) 2 -10d Smooth or Screw Shank Nails (Field Clip) 2 -10d Smooth or Screw Shank Nails (Eave Clip) Direct Deck (min 15/32" plywood) 30.9 7.3 14.0 30.8 51.7 24.3 19.0 35.5 31.9 Direct Deck (min. 19/32" plywood) 38.1 9.8 18.8 30.8 51.7 24.3 19.0 35.5 31.9 Battens N/A N/A N/A N/A N/A N/A N/A N/A N/A Table 5: Attachment Resistance Expressed as a Moment Mr (ft -Ibf) for Two Patty Adhesive Set Systems Tile Application Tile Profile Monier Lifetile Atlantis Shake & Slate Tile Adhesive' 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Minimum Attachment Resistance 31.3` Table 5B: Attachment Resistance Expressed as a Moment - Mf(ft Ibf) for Mortar or Adhesive Set Systems Tile Profile Monier Lifetile Atlantis Shake & Slate Tile Tile Application Mortar Set Attachment Resistance 39.0 5 See specific mortar manufacturers Notice of Acceptance NOA No.: 07- 1023.12 Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 5 of 7 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. L.: MONIER LIFETILE LLC, ATLANTIS SHAKE AND SLATE (BOCA RATON, FL PLANT) LOCATED UNDERNEATH TILE NOA No.: 07- 1023.12 Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 6 of 7 MI ADM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 331304563 (305) 375 -2901 FAX (305) 375 -2908 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 BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION 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. Misuse 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, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by Jprge L. Acebo. NOA No.: 06.0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane 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® AH 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 PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications Polypro® AH160 N/A TAS 101 Foampro® RTF1000 N/A ProPack® 30 & 100 N/A Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 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 +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% 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. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062141] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 • 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. f � ' W • 2. F = . MS NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 3 of 7 it ante 1: Acmesive Placement For Each Generic Tile Profile Tile Profile 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 1 7/side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 INSTALLATION: 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. 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 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. 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. 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. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 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. LABELING: All Polypro® AHI60 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06 0201.02 Expiration Date: 05 /10/11 Approval Date: 04 /13/06 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY toP Pardo o}e a ease course cover b. A6rdtosecond course of pan tiles. Eerie sere end of pan and cover deo ere MAAAat ease be. Eavadosaro Weepole Facia (morlw shown) &rough dada cement Optional Poitap Kollar Hanle NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 6 of 7 Mall through plastic cement I x3in. Single paddy on under- layment Single paddy under tile Paddy ( between tile) Paddy (under file) Ease cause on X 7 In. medium p of file \\ � � size paddy ease Fascia course only ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Single paddy under tile Single paddy between We 2>A.x7 in. mediate size paddy ease course only END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7 WAI QLL= • " OVERLAY `" ",4,•.: • �. • PROFILE DRAWINGS WAIERLOCK • ' °^ 16118" " •...,• ;�. a `., .. "•' .,�. •..... OVERLAY `� :.•\ ~'``! , •,. " ~•••,.. .J•� MONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 07- 1023.12 Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 7 of 7 Owner's Notification Form "Delivering Excellence Every D SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofin g system installations. Additionally, the following items should be addressed as part of the agreement between the o and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 Zone are for the purpose of providing that the roofing system meets the wind resistance and intrusion Hurricane performance 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 the agreement between the owner and the contractor. 2. Renalling Wood Decks: When replacing roofmg, the existing wood roof deck may have to be { renail • in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida is uilding Code. (The roof deck is usually concealed prior to removing the existing roof system). MOW 3. Common Roofs: Common roofs are those which have no visible delineatio i.en between townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or ng r should notify the occupants of adjacent units of roofing work to be performed. rw 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofmg system. Ponding conditions may not be evident until the original roo g system is removed. Ponding conditions should be corrected. 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 . e Florida Building Code, Plumbing. r n 7. Ventilation Most roof structures should have some ability to vent natural a' of the structurai;assem airflow through the interior (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficiell to consider additional venting which c result in extending the service life of the roof. A AP : YO PE / (3/ jfec / MIAM COUNTY Owner's /Agent's Signature: Contractor's Signature: Property Address: fileJ / /q/ Documents a 0and %20SettinSs/sky/Desktop/SECTION 1524[1].htm9/27/20075:46 :06AM Date: ,J / Permit Number: Inspection Date: December 31, 2008 Inspector: Rodriguez, Jorge Owner: BURCH, GEORGE Job Address: 1440 NE 101 Street Project: <NONE> Miami Shores Village, FL 33138- Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Building Department Comments Tuesday, December 30, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New tk •• •••• •r/ i 3 hone Number Parcel Number 1132050240030 Phone: 305 - 757 -2612 Page 1 of 1 Inspector Comments cc Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Date: December 31, 2008 Inspector: Rodriguez, Jorge Owner: BURCH, GEORGE Job Address: 1440 NE 101 Street Project: <NONE> Miami Shores Village, FL 33138- Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Building Department Comments Tuesday, December 30, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New tk •• •••• •r/ i 3 hone Number Parcel Number 1132050240030 Phone: 305 - 757 -2612 Page 1 of 1 Test Location; Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift NI Test (P or F) Test Location Uplift Pull Test Tor 1 '' 26 y 51 s gL. -' 76 -6 ''`A- -• 2 O 27 52 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 11 38 61 86 12 37 62 87 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 0 22 47 72 97 23 48 73 98 24 49 _ 74 99 25 - 50 75 w a 100 SITE SPECIFIC INFORMATION Owner's Name: .o t-i Permit # R 1 7—D8 4 or-7 Job Address: ll 4 Orr Fig— i c 1 51 , L1 t &-t t c 5 a C) Roofing Contractor: '3� - ' c)- i sJ4 Type of Tile: - RJ i.e e_L Io0.- -C 404- - ( & Date Installed 1 2- - (q —6 Approximate Roof Height: I t feet p c_ r3 s V Type of Access to Roof: Scaffolds e! Ladder 4 Other Approximate Square Footage of Roof: t I ce ft Required Testing Force: 35 lbs. Testing Equipment: F.G.E. 100X, Shimpo Instrument Date: 9 T-13 . —C F.I.E. FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB INSIGHT•INNOVATION• INTEGRATION 16701 Southwest 117th Avenue • Miami, Florida 33177 Phone: (305) 378 -1991 • Fax: (305) 378 -1997 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH MIAMI-DADE BUILDING CODE COMPLIANCE PROTOCOL TAS 106 I c 1�-�1Z 0 74 TEST RESULTS P = PASS, F = FAIL IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. RESPECTFULLY SUBMITTED BY: fo f Miami -Dade Lab Certification # 07 - 0612.11 No 1763 Vinayagar M. Balalaishnan V. P. E. Licit 63107 State of FL Certificate of Authorization # 27273 Scale 0. S Notes Job: i 4 © i c 1 �" ; ti tv4 i ss. wn Contractor: 5• Checked By: Sketch of Roof Page 2 of 2 Sheet Nillither of .I,=It.u11MMI SINUIt1111111mMthhUU ■I uhIitut ■ ■i1'a>IIIIuIlIIa ■■ // / /i/■ ■i /ii11/ii11i / /tin /i■ inumummaserarzwoommeranammanammuma ii/ /iii■ /fhiiirii11i■iii 111111i11iiii /iii■ ■NUMMU t1V /tt /tit / / / / /i / /tt MUME /t /tt/ nummumummiiiiniiiiimaumummun 111111 _..___111 //i- 11111111111 /ttt /11III/ ■/!t /uI.Pai /i /t11tiititith1i!cr irl�i`I u ii /■/'1i 1a■■1 nia^11iilft 7silib'/ ►'i!LD�rMIS ciii�i11iii► Liiiis7IIL►!`/iril■ ii /11111 ■► ��.. ��� ,�i1 /��■ 111111111i PMit iiS /IMU/ IV Chi■ ■N /11/11! . . 11 //'111/` °' ►t: i/l L I'I Riil► . IlI /& hiii1 /1I/ M2 '.iiiiiL]11lli ;. z i' ll1 0i11711t■ iiLIMli /Wi ,iriii o \�Oi1ii11T� �� . _ �� ■/1111./ 11 T iil i ii' saissionsaiukfmso mlimmiLMERGIElliaMIIMISMONIUMINERINUI monsumramaiiitiamaisraniimiannizas 1111111 ■11■ uMc filum rAI iii itMANIUM ■ 11111111! 76i1tt1111t1MUMBUTlMUMORIMI iilii■ ■► viii /fiiiii►iitsiii:�ii1!ii1Ei■ 1111111111111171 i• ■11ii ■11r4i1111Aii111111iitL ' 11L 111 1111 ■/1111/1 /11tit1111iS11tiiiiMIUM `; °ii1111i1 //■ 11113111111MIKZEIPMEMINVEMIMINN IUMMIMIUMMICURIMIIMENNIMPANIFAMINIUM 1111111■111111ME iii tall/M►ii ®iallardEi11titIt■ ■i111111111i11si11L%111`iZEOM i■i z IMPL 1 MUM munlionsianwarreinammaimuntonsimma ■1111111111Eldi11ESP ■■■i11t\11iIMIV! IIMM il'i /■ ■/1.111 /11i�1111�11 �� -, � 1��/11 ■111 ;111 ■I Lill .4it.' / /11t '/i'itti //:.C�.I/i /11 ■/i...1111ri11L1111 41r 1E1►N,11ii ' ►1111i■ ■1131 ■11111111111 M1111111CAUM Ig iiiitrianom ■ iminiumwriiii11111111111SEAVIIIIIIMINININ Iir■ii u i iiiiIi / /■i11u11/ fir• e�ts�- - : -� '- neI -- 1111111/11■ iii ■ / /iiiiiii /i// / /// INIMINIMMEMEIHIMMORIMISI ■11iuiuiiiiii1111 Owner: Inspection Date: December 17, 2008 Inspector: Rodriguez, Jorge Job Address: Project: <NONE> Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Building Department Comments Tuesday, December 16, 2008 Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1132050240030 Lot: Phone: 305 - 757 -2612 Page 1 of 1 Passed Inspector Comments CC ,tea 5 ` Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Owner: Inspection Date: December 17, 2008 Inspector: Rodriguez, Jorge Job Address: Project: <NONE> Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Building Department Comments Tuesday, December 16, 2008 Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1132050240030 Lot: Phone: 305 - 757 -2612 Page 1 of 1 Inspection Date: December 16, 2008 Inspector: Rodriguez, Jorge Owner: BURCH, GEORGE Job Address: 1440 101 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Building Department Comments Monday, December 15, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132050240030 Lot: Phone: 305 - 757 -2612 Page 1 of 1 Infractio Passed Comments TIN CAP SPACEING False Passed Inspector Comments cc � ( Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: December 16, 2008 Inspector: Rodriguez, Jorge Owner: BURCH, GEORGE Job Address: 1440 101 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Building Department Comments Monday, December 15, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132050240030 Lot: Phone: 305 - 757 -2612 Page 1 of 1 02/26/2009 13:43 3057588484 AFFIDAVIT OF COMPLIANCE WITH ROOF DE WATER BARRIER HURRICANE MITIGATION SINGLE FAMILY RESIDE PURSUANT TO SECT To: Building official Mr. Norinan Bruhn Village of Miami Shores 10050 NE 2nd Ave. Miami Shores, FL 33138 Re: Mr.& Mrs. George Burch 1440 NE 101st Street Miami Shores, FL 33138 Roofing Permit Number- Dear Building Official: Upon opening of the roof at the subject property it complies with requirements of "Manual of Hurrican Family Structures" adopted by the Florida Building QualtYing Agent Print inne SATE OF FLORIDA COUNTY OF -DADE Sworn lo A _ and subscribed bolero me this daY of (SEAL) Poxhiced Idcntification NOTARY PLISLIC-STATr. OF FLU CATHERA NE A. DUFF' comosslov 9 DD4037 ElPraEs: MIL 07, 2 Bee • tern Adande Howl* Co, OBENOUR ROOFING KING ATTA TROFTT FOR E STRUCTURES ON 533.844 F.S. AND SECONDARY ING SITE-BUILT • determined that rooito wall attachment Retrofits for Existing Site-Built Single (emission by Rule 9$-3.047 F.A.C. PAGE 01 Primary Zone: 1600 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL- SINGLE FAMILY Beds/Baths: 3/3 Floors: 2 Living Units: 1 Adj Sq Footage: 3,605 Lot Size: 12,352 SQ FT Year Built 1954 Legal Description: MIAMI SHORES BAY PK ESTS AMD PB 56-86 LOT 7 BLK 1 LOT SIZE 102.930 X 120 OR 10878 -2286 0980 1 Year: 2008 2007 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/$479,335 $25,000/$488,918 County: $50,000/$479,335 $25,000/$488,918 City: $50,000/$479,335 $25,000/$488,918 School Board: $25,000/$504,335 $25,000/$488,918 Folio No.: 11 -3205- 024 -0030 . 2007 Property: 1440 NE 101 ST $1,700,815 Mailing Address: GEORGE E BURCH &W ALICE P 1440 NE 101 ST MIAMI SHORES FLA 33138 -2613 �, Year 2008 2007 Land Value: $1,360,652 $1,700,815 Building Value: $511,160 $511,160 Market Value: $1,871,812 $2,211,975 Assessed Value: $529,335 $513,918 Year: 2008 2007 Homestead: $25,000 $25,000 2nd Homestead* YES NO Sale O/R: 108782286 Sale Date: 9/1980 Sale Amount: $235,000 Property Information Report J]"i! t><l 'a► d e.go . MIAMt•[)AflE Property Information Report [Close window] My Home Summa Details: Pro Information: Sale Information: Assessment Information: Exemption Information: Taxable Value Information: [Click here to Print] This report was created on 11/25/2008 8:58:11 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. Page 1 of 1 http: / /gisims2. miamidade .gov /myhome /proptextj,rint .asp ?folio= 1132050240030 &cmd = 11/26/2008 November 14, 2007 Building Official Village of Miami Shores 10050 NE 2nd Ave. Miami Shores, FL 33138 Re: Property located at: 1440 NE 101st Street Miami Shores, FL 33138 Dear Sir: Arco Construction Corporation was retained by the owner of subject property and o perform roof re- strapping if necessary. Due to the fact that roof attachment is impossible to be verified prior to tile and paper removal, we are providing at this moment engineering data for right angle gussets that are complying and exceeding minimum requirements. We will embark on re- strapping only in case it is determined that the roof is not in compliance. Otherwise, Arco will issue an affidavit stating compliance with the requirements as mandated by Florida Status section 553.844. Sere ester for Ar ,A�eyc� Cvn�tucfi�ion Geoiipesjie,r& ction Corporation , T U g ZD7a Gene /tot Corrsrzuotcm/CGC150516311665 N.E. 13711i Te ce/N.Micuni, FL 33181 305.892- 6507/Ea 305.892 -2379 SERIES pica) HGAM10 installation Embossed gussets Improve ` 31/2 lateral load resistance HGAM10 ■ i toned tit cslting gable end trusses to wood *Oates and �iltasonry walls. tl 17tf - Versatile wood -to -wood connector that Uplift aatisues. high wind and seismic loading ' 41011M10 - For installation into grouted concrete beam or masonry bond beam. Provides lateral ► d'upiift resistance. Materials: 14 gauge Finish: G90 galvanizing Codes: NER -532, FL819 Installation: • Use all specified fasteners. See Product Notes, page 16. • HGAM10 - Install USP's WS15 Wood Screws into the truss and drill holes for wedge bolts. Install wedge bolts into concrete block per manufacturer's recommendation. • HGA10 - Install with USP's WS3 Wood Screws into top plate, and WS15 Wood Screws into the truss. • WS Wood Screws are included with HGA10 angles. • WS Wood Screws and Wedge bolts are included with HGAM10 angles. • Moisture barrier may be required. HGA10 H 1 HGAM10 HGAMIO 14 (4) WS15 14 (4) WS16 Typical HCPRS stud to plate installation Typical HGA10 installation Embossed 3 1/2 gussets Improve lateral load resistance HGA10 1 • www.USPconnectors.com 1) Allowable lads are based on the 1997 NDS10. 2)A40wahle loads have been turd 33- 1/3 %or60% for wind orsesmlc lads; rw further Increase shall be West 3) WSW Wood Screws are 1/4"x 1 -1/2 - lag and WS3 Wood Screws are 1/4"x 3" long. 4) Use Powers Fasteners 1 /4"x 1.3/4" Wedge•Bolt@ (Included); or equal. Drill hole In concrete or masonry with 1/4" masonry drill it�er manutactwa's literature for further lnforma,on. 9 or updated product information are designated !med. H-i I .RR CANE/ EISMIC ANCHORS - HC520, HCPRS, HHCP2, & RT SERIES These anchors tie trusses and rafters to top plates and may be used to tie wood framing members to resist uplift and lateral forces. Materials: See chart Finish: G90 galvanizing; RT7A -GC & RT15 -GC - Gold Coat Options: HHCP2, RT3A, RT4, RT5, RT7, RT7A, RT10, RT15, RT16, RT16 -2, and RT20 are available in Triple Zinc. To order, add TZto stock number, as in RT10 -7Z. RT4, RT5, RT7, RT10, and RT16 are available in Stainless Steel. To order, add SS to stock number, as in R77 -SS. Codes: NER 505, NER 510, NER 564, ICBO 2039, SBCCI 2031C, LA. City RR 23888 & RR 25303, FL565R -1, FL816, FL817, FL818, FL859R -1, FL3923R -1, Typical HC520 Dade (aunty, FL 05- 0105,05 - RT7, RT10, RT15, RT16, RT20 gable brace installation 1 9 /16" 2 9 /16 o . 15/a" Typical HC520 stud to plate installation HC520 continued on next page USP2000 -071 "1 iliRIRiCANE GUSSET ANGLES H A SERPES Designed for attaching gable end trusses to wood top plates and masonry walls. HGA10 - Versatile wood -to -wood connector that Uplift satisfies high wind and ,,seismic loading requirements. HGAM10 - For installation Ir1 grouted concrete F . � tie beam or massMry bond beam. Provides lateral and ;uplift h uge f in G9Agalvanizing COOS: NER -532, FL819 Ins al a Lion • Use ` I' spec fled fasteners. See Product Notes p • H(.iA 1 O Install USP's WS15 Wood Screws Into th010WSs and drill holes for wedge bolts. Install we lge bolts into concrete block per manufacturer's recommendation. A1? - install with USP's WS3 Wood Screws i plate, and WS15 Wood Screws into the ood Screws are included with HGA10 • WS Wood Screws and Wedge bolts are included with HGAM10 angles. '''44aniOr may be required. Typical HCPRS stud to plate installation F Typical HGA10 installation 51/ Embossed gussets improve lateral load resistance HGA10 DF•L 1) Movable loads are based on the 1997 NDS®. 2) Allpfttle loads have been increased 33-1/3% or 80% for wind or seismic loads; no further Increase shall be counted. 3) WS15 Wood Screws are 114" x 1 -1/2" tang and WS3 Wood Screws ere 1/4 3" long. 4) Use Powers Fasteners 1/4 - x 1-314 Wedge-BoU® (hnctudod); or equal. DrfB hole In concrete or masonry wfth 114 drill. rto manufacturer's ftterature for further Information. 1 , hPupdated product hdormation are designated tared. cal HGAM10 Installation Embossed gussets Improve 31/2" lateral load resistance t 1 93 37y5� HGAM10 14 (4) WS15 (4) WS3 10 14 4) WS15 4 1i4 MEN MEN 133% 160% 133% F3 Uplift yen � + y :: r' /fiitlA lY+iiQ 'K�' 1876 LJlE01 1580 1110 1170 1335 1315 1315 1875 1875 ui in iLa r;:' 925 1115 895 kh HURRICANE /SEISMIC ANCHORS - HCS2O HCPRS, These anchors tie trusses and rafters to top plates and may be used to tie wood framing members to rresist uplift and lateral forces. Materials: See chart Finish: G90 galvanizing; RT7A -GC & RT15 -GC - Gold Coat Options: HHCP2, RT3A, RT4, RT5, RT7, R17A, RT10, RT15, RT16, RT16 -2, and RT20 are available in Triple Zinc. To order, add 7Zto stock number, as in RT10 -17. RT4, RT5, RT7, RT10, and RT16 are available in Stainless Steel. To order, add SS to stock number, as in RT7 -SS. Codes: NER 505, NER 510, NER 564, ICBO 2039, SBCCI 2031C, L.A. City RR 24888 & RR 25303, FL565R -1, FL816, FL817, FL818, FL859R -1, FL3923R -1, Typical HC520 Dade;.€ounty, FL 05- 0105,05 - RT7, RT10, RT15, RT16, RT20 gable brace installation 1 9 /16` 2 9 /16 ,- 1 5 /8 u 5 HCPRS Typical HC520 HCPRS3 stud to plate installation HC520 1 • www.USPconnectors.com continued on next page USP2000-071