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988 NE 93 St (14)Test Location 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Uplift Pull Test(P or F) THIS REPOB S = ITTED BY: Lab Certification # 98- 0608.04 U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 SITE SPECIFIC INFORMATION �C'I 0 �12�tfi� . Owner's Name• � P - Permit # � ��� -- G'�( Job Address ci �f 0 "g- - q 3 � � I / ad. f � ., (-(-0 Roofing Contractor: 1044 (- 4 -Ff P9 4 0 Vic' Q- Cu-6 , &- ) Type of Tile: ()N « C 0621 Date Installed ®- i Approximate Roof Height: I feet Roof Pitch: Type of Access to Roof: Scaffolds ✓ Ladder Approximate Square Footage of Roof 4 20 ft2 Required Testing Force: 35 lbs. Testing Equipment: Chatillion 100 Date Tested. tP — i `I ' - = Test Location P.E. 27 28 29 30 31 32 33 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 State of FL Certificate Authorization # 4100 Uplift Pull Test(P or F) TEST RESULTS P = PASS, F = FAIL Test _ocation Uplift Pull Test(P or F) 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 Test Location 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 Project IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TpT. Other Uplift Pull Test(P or 9 Sketch of Roof Job 0 /.)' a- 9 3 1 64• Sheet Number Hof Contractor r iFa Checked By Scale l � EA 1 a a cr 4 D Notes: 44 it Or 1 9 2005 MIAMI SHORES VILLAGE - BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Name Date Approved Correction Re-Insp'n Fee o Phone # Inspection Date IC) Type Insp'n ` tn0 Permit No. C11 3dn r Address Company a tea- ❑ MIAMI SHORES VILLAGE 11 DEPARTMENT 305- 795 -2204 Building Inspection Request Date 1 Type Insp'n f wl p ftI— PermitNo. 0 0 CDC Phone # Name &Cr& Address cfes�1 ■5 935+ Company rqu .6 to e Inspection Date Approved Correction ❑ Re- Insp'n Fee 11 MIAMI MORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request 'i' Type Insp'n d Permit No. 7� G Name Address Company Phone # Inspection Date Approved Correction Re- Insp'n Fee NE 9-71.0 (1 � 1 LC , � �C il-zecO A/2-4 1 /k C CO Building Permit Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2005 -1066 Printed: 7/21/2005 Applicant: JOHN KREUZ Owner: KREUZ JOHN JOB ADDRESS: 988 NE 93 ST Contractor KAWALEK, PAUL RICHARD Local Phone: 786- 277 -9540 Parcel # 1132060350080 Contractor's Address: P.O. BOX 531051 Page 1 of 1 Legal Description: MAGEE & HAWKINS SUB PB 51 -5 LOT 8 LOT SIZE 103.030 X 118 OR Fees: Description Amount FEE2005 -10020 Building Fee $300.00 FEE2005 -10021 CCF $8.40 FEE2005 -10022 Notary Fee $5.00 FEE2005 -10023 Training and Education Fee $2.80 FEE2005 -10024 Technology Fee $7.50 FEE2005 -10025 Scanning Fee $3.00 Total Fees: $326.70 Total Fees: $326.70 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 1/15/2006 Construction Value: $13,700.00 Work: TEAR OFF EXISTING ROOF TILE ROOF REPLACE MONIER COLOR THROUGH Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 10/4/2005 Applicant: JOHN Owner: KREUZ JOB ADDRESS: 988 NE 93 Contractor KAWALEK ROOFING, INC Local Phone: 786- 277 -9540 Parcel # 1132060350080 Signed: (INSPECTOR) Building Permit Permit Number: BP2005 -1066 KREUZ JOHN ST Contractor's Address: P.O. BOX 531051 Page 1 of 1 Legal Description: MAGEE & HAWKINS SUB PB 51 -5 LOT 8 LOT SIZE 103.030 X 118 OR Fees: FEE2005 -10020 FEE2005 -10021 FEE2005 -10022 FEE2005 -10023 FEE2005 -10024 FEE2005 -10025 FEE2005 -13117 Description Building Fee CCF Notary Fee Training and Education Fee Technology Fee Scanning Fee Building Fee Total Fees: Amount $300.00 $8.40 $5.00 $2.80 $7.50 $3.00 $35.00 $361.70 Total Fees: $361.70 Total Receipts: $326.70 Permit Status: APPROVED Permit Expiration: 4/30/2006 Construction Value: $13,700.00 Work: TEAR OFF EXISTING ROOF TILE ROOF REPLACE MONIER COLOR THROUGH 1`7 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: BUILDING PERMIT APPLICATION FBC 2001 Plumbing Mechanical Roofing Owner's Name (Fee . Simple Titleholder) = ' In Krei,uz- ° (�. Owner's Address _ e , � V t . R 1. " ' T r City �"�, `Oityt e ? S State FL- - Zip ). / ' e, Tenant/Lessee Name Permit Type (circle): Building Job Address (where the work is being done) 1 cl re 93 City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name l 5 �t 64 1 L( I 1 Phon # 1 ��e J - - -? j� 1 Contractor's Address Po� 50X 1): ! 1;5 City ("f 1 State FLT Zip j : i �� P I� State Certificate or Registration No. Certificate of Competency No. 4) 1 3 1 e76 R Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Submittal Fee $ Notary $ Training/Education Fee $ Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Fee $ Electrical Master Permit No. Phone # qs i3C tr L. L/g Phone # Phone # Square Footage Of Work: Type of Work: ['Addition ['Ai ation [New ❑ Repair/Replace ❑ De 1 molition Describe Work: , (hail, -�'�►, 1'1) _ ( b � i "u t�l�� i�I r- co ?1 C �' Y - ' t � r� t`. * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Code Enforcement $ Structural Plan Review. $ CCF $ CO /CC Technology Fee $ P ermit No. BP_ CO ly _, I Zip Scanning $ Radon $ Zoning Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address 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) 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 Owner or Agent The foregoing instrument was acknowledged before me this day of ,20_,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: chc 05/13/03 • I!1` 1, Contractor The fore oing instrument was acknowledged before me this ,a day of . 1 1 �. , 20 Ls � by 14111 k al ti (1 ( who is personal ly know to Ale or who has produced as identificat NOTARY PUBLIC; Sign: 1 Print: My Commission Expires: A1;�_ 'rv.. J. VAZQUEZ ;.I MY COMMISSION # DD 415936 EXPIRES: April 6, 2309 f)onded Thru Notary PL.hhc U. de,wnters ************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** * * *** * * *s< * * * x / * « *s* ss 7 * * * * * * * * * * * *s * * * * * * * ** APPLICATION APPROVED BY: C OJ Plans Examiner Engineer Zoning MIA M WADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 135 NW 20 Street Boca Raton, FL 33431 • • • ••O •• • • • • • • • • ••• • • U • • • • . . • • • • • • • • • . • ••• • • • • • • • • • •• • • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MI I, FLORIDA, 33130 -1563 (305) 3: 5T 9 FAX (345) 3c75-908 SCOPE: 11 I This NOA is being issued under the applicable rules and regulations governing the use- s c tiory r matefial- `:' c\ The documentation submitted has been reviewed by Miami -Dade County Product Control Division and at eePte 9 ; by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where alowed by c the Authority Having Jurisdiction (AHJ). 2i " This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Cgrrtr'ol • "' 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 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. TERMTNATIO14 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 consigs gf.pages.1 tlarouuh :6.. • • The submitted pocumettltiOn ivaa rgytev$ d by Frank Zuloaga, RRC • • •• • • • ••• •• •••• • •• • , - - • • • • • • • • • • • • • • J \ % i __ �/ LJ �' NOA No.: 02 1211.08 . • • • • Expiration Date: 12/16/07 • • Approval Date: 01/09/03 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake & State Concrete Roof Tile, as manufactured Monier Lifetile LLC 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 Dimensions Monier Lifetile 1= 15" Atlantis Shake and w = 10 3 / Slate Tile 1 '/," thick Trim Pieces 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. 1= varies w = varies varying thickness The Center for Applied 25- 7094 -8 Engineering, Inc. •• ••• • • • • • •• The Center@ •. • • 25- 7094 -5 Engineering, Pnc.. • • • ' • • • • • • • • • • • • •• • • • • • • • • • • . • l • • • • • • • • Roofing Flat Profile Roofing Tiles Concrete Test Identifier 7161 -03 Appendix III 94 -060A 94 -084 25- 7094 -2 • • • • • . • • •• • • • • • • • • • • • • • • • • • • ••• • • • • • ..'•• • • • •• '• • • • •.o s • Test Specifications PA 112 PA 112 Product Description Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For direct deck, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) (Adhesive Set) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Date Dec. 1991 March, 1994 May 1994 Oct. 1994 Oct. 1994 Oct. 1994 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 2 of 6 Test Aeencv 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 EngineePi? ,1)1 Walker Enginsera )nc Walker Engineering, Inc. • • •• • • • ••• •• •• ••• •• • •• • • • • • •• • • .. • • • • • • • • • • • ••• ••• • • • • • ••• • • • • • • • • • • • • • • • • • 00 • • • • • • • • 0000 •• • • • •• • • • 000 • • Test Identifier Test Name/Report 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 • Calculations ' Calculations Calculations • • 520109 -1 520111 -4 520191 -1 Calculations Calculations Calculations Calculations Calculations • • • • • • • Static Uplift Tcsting 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 NOA Expiration Approval 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 March 1999 Sept. 1999 February 1996 April 1996 December 1996 March 1995 April 1999 April 1999 No.: 02- 1211.08 Date: 12/16/07 Date: 01/09/03 Page 3 of 6 Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Atlantis Shake & Slate Tile 8.5 1.25 0.865 Table 3: Restoring Moments due to Gravity- M. (ft-Ibf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater DirectOeck Monier Lifetile Atlantis Shake & Slate Tile Direct Deck Direct Deck Direct Deck Direct Deck 6.0 5.9 5.8 5.6 5.5 Table 2: Aerodynamic Multipliers - X. (ft Tile Profile X. (ft Direct Deck Application Monier Lifetile Atlantis Shake & Slate Tile 0.24 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 1 12, 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 .• ... . • • • O •• • • • • • • • • •• • • • • • 1 • • •• • • : • • •• • ••• • • • • • ••• •• o•• •• • • • o • • • • •• • • • • •• . . • • • • • • • • ; • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• 0 • ••• • • • • • • • • • • ••• • • • • • • •• • •• •.• ••O • • •• • NOA No.: 02- 1211.08 Expiration Date: 12 /16/07 Approva: Tate: 0_ /u4 /C3 Page 4 of 6 Table 5B: Attachment Resistance Expressed as a Moment - Mr (ft - Ibf) • • ••: : : . • • _ fo • ortar or Adhesive Set Systems _ - • .: ..tire . •••• • . •' • • ° ° P r o f re • ° ° • Tile Application Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Mortar Set' 39.0 Table 5A: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile PolyProTTM 118.9 PolyProT' 40.4' 4 Large paddy placement of 45 grams of PolyProh'. 5 Medium paddy placement of 24 grams of PolyProTM. Table 4: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Nail -On Systems Tile Profile Monier Lifetile Atlantis Shake & Slate Tile Fastener Type 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 Nail (Eave Clip) Direct Deck (min 15/32" plywood) 30.9 7.3 14.0 30.8 51.7 24.3 19.0 Direct Deck (min. 19/32" plywood) 38.1 9.8 18.8 30.8 51.7 24.3 19.0 Battens 17.2 4.9 7.4 18.2 24.4 24.2 22.1 2 1Ai M c " - ,,,. d S o.... ., cw P) 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 65.5 48.3 2 -10d Ring Shank Nails' 50.3 1 Installation with a 4" tile headlap and fasterners are located a min. of 2Yi from head of tile. 32.2 Shank Nails (Field Cli Table 5: Attachment Resistance Expressed as a Moment Mr (ft for Two Patty Adhesive Set Systems Tile Profile Monier Lifetile Atlantis Shake & Slate Tile Tile Application Adhesive 2 See manufactures component approval for installation requirements. 3 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' • • • • • •: • • • • • . • • • . • • • • • • • • • ••• •• • • • • • • • • • • • • •• • • • ••• • • ••• • . • • • • • • • • ••• • • • • • • :• • • : : • • •• • • • • • • • • • 35.5 35.5 34.8 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01 /09/03 Page 5 of 6 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. OVERLAY CVERLAY • • • ••• • •• • • • • • • • ••• • • • • • • • • • • • • • •• ••• PROFILE DRAWINGS In IA f, :- ' � . ".. .d ` , ::� :., • • • • ••• • • • • • • • • • • • • • • • • ® ® • • • • • • • • • • • • • • • a • • • • • • • • • • • • • • • • • • • • MONIEg'LIFETICE;AT $HAKE & SLATE CONCRETE ROOF TILE • • e • • 1 • • • • • • • • • • ••• • • • • END OF THIS ACCEPTANCE NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 6 of 6 Roof System Manufacturer: MD in \ e Notice of Acceptance Number: D a -at) ° oe Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): P1: 11511-5 P2: lo0LV P3: 10 0 1 5 Maximum Design Pressure (From the NOA Specific System): 1 i C ' 1 1 Method of tile attachment: PO y f oC& �� - b I tie Roof Slope: : 12 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Ridge Ventilation? 123_01 -48 5/03 PAGE 4 Steep Sloped Roof System Description Deck Type: i opl HAlga _ • .. .. ••• •• • • • • : • • • • ; • : : : • •,• • • •• •• • • s • • • •:° • • • • • • • • • • • • : im • _ • • • •• •: ••• ••• • • �3v F� htb ype Underlayment: nsulation: tv/N- Fire Barrier: . • - W3o Fe If N * astener Type & Spacing: dhesive Type: �f4 RS � bit tt- & s hI on-A' ld w s ype Cap Sheet. oof Covering: Type & Size Drip Edge: Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height 11 Job Site Roof Slope 8 Job Site Aerodynamic Multiplier A. NOA Restoring Moment due to Gravity M. NOA Attachment Resistance .. Mr NOA •Rege$Q1 MortiSentgetistince • M. Calculated lrrnmnrm Mlac • • F NOA • Ref(ItTied ..' Fr Calculated . • • •'A /e Tile Wei W NOA Tile Dimensions 1= length .. w= NOA Albcalculations mndt Be suBraitted to the Bliilding Official at the time of permit application. M Required Moment Resistance' Mean Roof Height 15 20 25 30 40 — 2:2 34.4 36.5 38.2 39.7 42.2 3:12 32.2 344 38.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 284 30.1 31.8 32.8 34.9 8:12 264 28.0 294 30.5 324 7:12 244 25.9 27.1 28.2 30.0 123_01 -48 5/03 PAGE 5 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Fonn. For Moment based tile systems, choose either Method 1 or 2. Compared the values for M with the values from Mp If the Mr values are greater than or equal to the Mr valves, for each area of the roof then the tile attachment method is acceptable. Meth (P 441 L x (P Required Moment of Resistance (M) From Table Below 'Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F. If the F' values are greater than or equal to the F values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P z1: = w:_ ) -W: cos Co: = F NOA F' (P : z 1: = z w: _ ) – W: z cos 8: = F NOA F' (P3 : z 1: – w: a ) — W: z cos 8: = F NOA F' • - • • •• • . . • • •• • • • • . . • . • • • • • • • • • • ••• • ••• • • • . • • ••• • •• • . . • • . •• • • . • ••• Section E (Tile Calculations) 1 "Mo ' nt Bases' Tile Cale Tile M epic. _ M �r - Mg: .AMU – Mg: Mr : Method 2 "Simplified Tile Calculation Per Table Below" • • • • • • • . •• •• • • Per RAS 127" NOA NOA H � 1111, : t NOA 111E NOA M, Miami Shores Village P , • Building Department BUILDING PERMIT APPLICATION FBC 2001 City //: / ' j �_ < r State Tenant/Lessee Name - Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Contractor's Company Name Contractor's Address • City Qualifier State Certificate or Registration No. Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Type of Work: ❑Addition 1 EAlteration ❑New Describe Work: t` �Fa'�' ' v � Code Enforcement S Total Fee Nov Due S 3 • 70 (Continued on opposite side) 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 t,: Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) " " � I-; Phone # 7 , °') Owner's Address G Zip County Miami -Dade NO k ster Permit No. Phone # • Phone # State - Zip Certificate of Competency No. Permit No. 1CX Phone # Square Footage Of Work: Repair /Replace ikKe ****************************Fees****************************** Zip Structural Plan Review. $ 'JUL 2 PAID °1 A 1 4-4 -tom •■ ❑ Demolition t L 4 1r :. - Submittal Fee $ , Permit Fee $ 3DO 2 ' CCF $ ' .4D CO /CC Notary $ L • r Training /Education Fee $ 2 ° Technology Fee $ 7-W Roofing Scanning S . • 00 Radon $ Zoning Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address 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 sev n (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be app oved and a rei spection fee will be charged. Signatur' 1�� Signature NOTARY PU : LIC: , Sign: Print: My Com ission Expires, APPLICATION APPROVED BY: chc 05/13/03 As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: ( er or Age t' Contractor The foregoing instrument was acknowledged be e.thi I ) The foregoing instrument was acknowledged before me this day of , 20( 3 , by , day of , 20 _, by who isspezbnally'kno . to who has produced. J _ who is personally known to me or who has produced as identification and who did take an oath. My Commission Expires: * * * * * ** * * * * * * * * * * * * * * * * * ** *****************************************::****** * * * * * * * * * * * * * * * * * * * * * * * * *** * **r ****************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * / * * ** ****** * * * * ** * * * * * * * * ** * * * * * * ** * ** * * /// � Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION 4 PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 036 7 5 4 cl"f 2. Description of improvement: 9ij('Q 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's n me an address: � 50)e 5 31057 Aiwa 7 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 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 following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration different to is spe if - d) gl Signat f of Owner Print Owner's Name _ \/1) h 1 Y' .— Sworn to and subscri Notary Public Print Notary's Narhe My commission expres: 123.01 -52 PAGE 4 8/02 before me this I ) day of t. IATE OF FLORIDA, CCU TY OF CAD`: I 1-1£1 WIRY CERTIFY the t trans is a true c0 orl ;i1od i s ornce� "� _day of , AD 2.0 racial ,. al. hand and unty Courts I 11 1111 11111 1111 1 1111 11111 11111 111 11 1111 1111 CFN 2005R0736 073654 - 23576 Ps 2443; (is;' RECORDED 07/15/2005 14112:35 HARVEY RUVINe CLERK OF COURT MIAMI -DADE CCOUNTY P FLORIDA LAST PAGE Prepared by date is 1 year from the date of recording unless a Address: 9 O8 ie. 9545--/- //1/1 /(ljS'he -FL 2313 1 F@@ da Building Code Edition 2002 Hurricane Zone Uniform Permit . !!cation Foram. orget Ns). J Address L to 0a S5@ eAsphalg@ ShInglee Now ©© SeMBo � l� (General Information t0 (g(e7 Priweos o P Li 0Q,e-X O G°aOJF O anOgaIk Fa nod no C9. • 0 s°aneliShligiso Pu'ooc ipeov TEOOMT ROOF TYPE W Roao@Ong RecmoAng ROOF SYRTEtfl INF 320919 R U aO S ON rIAdh kz We no Shingles/Shakes Are thepe Gas Vert Stacks Yes Ego 7V0982 Mahn* g LPON RopaIP O kis8 ff Ayea (Sn 4ot O (PF) Section 13 (Root Rai Sketch Roof Pfem Ofbioqrate all levels and sections, ,, <:.f drains, scup; -rs, ow pow ©uppers and welt w grains. Include dimensions ; f sections and Oevels, clearly identify dimensions df @Bev ated pressure zones and location of parapets. C 1 1 r■ sCCE' B EEQ 10111111:4511:111111 ==�� iSECga" E EE: i Eiiiii CEa E � iiC r C 'C C " , u ■■ ■ ■..i■■irr ■ .■,�■r■■ rr ■ ■■rE maim � ■r�r ■■ r ■■■■■■■■, u ■ • ■ ■E �. 110 EEE■ j rmP E MI ■■ ■ G■ ■ �■ ■ C u , .0 . .. ESC ,. ■ .. C. C.�.CC�CCQ ■ CC ■C ■C C :, r■ ■ C ■ a ■ E1.■ I■C_■ MI E .: i E .. ■■ ■ ■ QEI■ m •■C :� r 1 E !rill E■■■ C � IC■ ■C , ■■■CCCCCr■ ■ C •■NC ■�i•1111410310:14114141"": ' CE'C' 'CCCC' E■ CC■.1CC::w••C,CCCC■C 'r' u •i "' C ■ C I" E■ ;■ ■■ C ■CC I 'C.:'CCC:CC "C: G'C , 111111 1 °44""- 0 111 E C'ECCCCC: n r.1 CE u C I ■ ► ' :CDC � n C- C�iC :� C i� = ■ ■ C C C c�■� n G i-i ■ G I E f ■ E .-� ■ ■r ■ i qr75111111111 E E • E 1 E, E I,�' C CC■ Viz■ ■■ . . G CC C r EEC. . 11011::14:49 �' ■C �� ■ r ■.�: E ■ E E ■ ■ ■ E r �■r■n■ ■ ■ k:.0 EE�: ■■ CE■ C C■ ■C ■C C CC ■r,r C ■ • P C CCC �C E041,0 E ■ C C E 1 C 0 111 _ ■■ ■urr■ ■ Ei C • i ANDO G a EE ° �iiii m G G9 ■■ C ' ■ ■ 131U 1 r■i CCC ■ ' ■ C ■ ' ■ 1 G•■ ■ it • C SE■■.EE .� ■ECE . ■ m iiI P 'l ■ ■■ Iii ■■ ■■ EQC ■ � ■C� EE • S .114:111 C CC � '■■■C. ■C. CCEECC C■ ■ CCC ` ' G C:E E Irl,: EC 1111:11111111111 C.■. CC.■ C ■. ■■ •.■ C ■ • • CCCC ■ i 4111.2.111111111i r,.CCC ■. ..G r ■e_ _ ■ ■ G �, .0 EC ,I CC E ■CE -C.CC ..0 p■ ill CC C, Fi ll . E ■ ■ ■�i■ ■■ ■ C ■ r■ • I�$EC 11`` .r ■ CC G ..iE.■ ► ■ ■,:,EC Ph _ • .. r i. s ■. ■�.rr rr■ . C i■■ ■ ■C • ; I C E 1 . ■ X11117 : EE1 ' N il E' : E �. !Orli ■ Er C 0 r; ■ ■■C ■ .j lr C ■ Ir1 ■ E C, E - -- C W . E __� - - - C ■■ ■ r ■. 811:111:11:81111. E..■ � • •.s.. ...0 C 123_01-48 5/03 PAGE 2 Roof System Required Sections of the Permit Application For Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 12.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 9,2,3,4,5,6,7 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations •. • General Limitations • • • • • • • Applicable Detail Drawings : • .' • • • • • • .••• . . • 3. Design Calculations per Chapter 16, or if Applicable, R,127 or .... RAS 126 • • • 4. Other Component Notice of Acceptances � • •• • • • 5. Municipal Permit Application •••• • _' 6. Owners Notification for Roofing Considerations (Re-Rc Only) .. 7. Any Required Roof Testing /Calculation Documentation • • • •••• : Florida Building Code Edition 20 ► L High V . . Hurricane Zone Uniform Permit ; • !cation Form. ATTACHMENTS REQUI INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFIN3o PERMIT APPLICATION FORM AND TTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: EDo • 0.•. • • • • •...o• 0 • 0 •... 0 • ••..0 • • • • •.••0. o • 123_01-48 5/03 PAGE 1 Roof Slope: :12 Florida Building Code Edition 2002 H , h Vebcf Hurricane Zone Uniform Permit . icon Fan. Roof System Manufacturer. MONer Notice of Acceptance Number: © U 05 Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): i Pmax1: , � ' Pmax2: 0 0 r b Pmax3: 0 Maximum Design Pressure rom the NoA S .: ific .S tem : Method of tile attachment: � a Wl cc t J\ e 5; J(2 Ridge Ventilation? • NI14 • • .. • Section D (Steep Sloped Roof System) Steep Sloped Roof System Description 5J as'' p I wo od ype Undedayment: I 3o re H- Deck Type: Insulation: Fire Ba McAn RoWleight: I n - • i • ... • .. . . • .... • • r 1 1 / A rden 1 m pf 1 1 1. Iva 1 AVM 'N Adhesive Ty 04 ASpict ype Cap Sheet; 1 oof Covering: Type S Size Drip Edge: .• 1.11.1 u••.. • • •••• • • • •••• • •4•••• • • • bi • 123_01-48 5/03 PAGE 5 For Moment based for M with the values values, for each area of H FE h Vol dda Building Code Edition 2002 Hurricane Zone Uniform Permit ° !cation Form. Section E (Tile Calculations) e a y s, choose either Method Il or 2. Compared °h1 e via r es M tb If the M r values are greater than or equal to °r a Mr e roof, then the tile attachment method is acceptable. 11 f+9r I ;It Il "Mo II it Based Tile Callc 1 mg: n ��' °N4 J Arli4 g: — Mg:!!tri Method 2 'Simplified Tile Calculatio er Table Below' evoked Moment of Rosfatamoo (M) From Table Below 0 s er RAS 127 NOA ag 0oW NOA 11/, t % NOA r'4r o 1 NOA x:12 244 38.2 38.0 33.8 20.4 21 32.8 30.5 :° 49° Mean hoof' Height Roof 8Iope j 12 3:12 4:12 6:12 M Required Moment Resistance° 10° 34.4 322 304 284 26.4 36.5 S9.J 42.2 34A 37A 39.8 31.6 282 322 30.1 28.0 25.9 34.0 32 .0 *Must be used in eonlffisi tfeo witl! a Dist of moment booed tile systems endorsed by the Broward County Board off hales and Appeals. For Uplift based "e systems use Method 3. Compared the values for F° wiitn wire values for F. If the F° vr•, yes are greater than or equal to the F values, for each area of the roof, then a'ls ei1_' attachment method is acceptable. E rldscription •.. ••• eth 4 3'Uplift Based Tile Cale ':ations Ter RAS 127' : IID: = w := ) —W: x cos 9: = I r 9: IkTOA a : X 11: = II w: _ ) — ' a • x cos 9: = fir$: PICA ]F' Q>a� a D: = II v :_ ) —W: xeds = f'p& RT ^ eit ]F° • • *Design Pressure • • . • • • Mein Roof Height • • • Roof Slope Multiplier • . } to Gravity AU/alb/neat Resiste Where to Obtain Information Symbol PI orP2 orP3 11 0 Ma Job Site Job Site NOA NOA Mt NOA •• .�: ReVedi�fomeat m, Calculated • •At F NOA • Rp ujt p1 lift Resiutsnce F Calculated .. _ •Average Tile Weight W NOA • • • • " " " Tile Dimeneicns 1 length NOA • ••• . •. w= width . • rini-A calculations mist be admitted to the Building Official at the time of permit application Where to find RAS 127 Table 1 or by an engineering analysis pry by PE bid Oil ASCE 7 Roof System . MO er Notice of Acceptance Number: 0 -° )D 5 1 05 Minimum Design Wind Pressures, If Applicable (Fumin RAS 127 or Calculations): P1: L iq lb P2: 100%6 = 3: 10 Maximum Design Pressure / ( i (From the NOA Specific System): l� � Method of tile attachment: Po I y Fo c � a �k S i lie Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. J Roof Slope: : 12 123_01-48 5/03 PAGE 4 Section ®(Steep Slowed Roof System Steep Sloped Roof System Description Deck Type: \16 v i n1 ype Underlayment: nsuiation. Fire Barrier. Ridge Ventilation? Mean Roof Height: (2 1 (A-H=1 ma, astener Type & Spacing: 1 V S N tr (' t O P dhesive Type) ja (Asp A•m • ype Cap Sheer?: 6 4t me4 ;• � •ev or Type & Size Dvip� • • • `f-b�rrDc • cage: oof Coueoing: • ... ' GEC 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 roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. /�i.i �I Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion 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. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be enailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. . xposed 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. 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 roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. • • 6-• rpverflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not : "' •Qverloa ; d :from a; butltl of water. Perimeter /edge walls or other roof extensions may block this discharge if •: • • • ©verfl8yv Ampperc (wall outlets) are not provided. It may be necessary to install overflow scuppers in • • accordance with ttig 1prida Building Code, Plumbing. • • • • : Wentilations Most roof structures should have some ability" to vent natural airflow through the •••• • jnteriev of. the structural assembly (the building itself). The existing amount of attic ventilation shall not be : .... xeduced, It may be•56tieficial to consider additional venting which can result in extending the service life of the • ••• • •••• •• • • o• • • • • • Owners Agent' ature Date Contractor's Signature o tvk a 5 C:IDOCUNI E- IkmAOCAIS- I\TempISECTIOY !S2J.da • . • ••••• • • • •• • • • •. • •••••• • • a •• 0000 • M t A M l•OADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION -NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 135 NW N Street Boca Raton, FL 33431 SCOPE: This NOA is being issued under the applicable rules Miami-Dade County Product uct Control Di accepted The documentation submitted has been reviewed by 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 (AI -(J). ntrol This NOA shall not be valid after the expiration date area other than Miami Dada County) Product the to Division (In Miami Dade County) and/or the AH have this product or material tested for quality assurance expense of such testing and AHJ may i`Immediatelyn in the ex n the accepted manner, the manufacturer will incur p revoke, modify, or suspend the use of such produc County Product Con Di Bs that this p oduc� o to revoke this acceptance, if it is determined by Miami-Dade material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has bccn designed to comply IN th thc 1 (igh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Villa, Roll, and Capri Concrete Roof Tile LABELING: Each unit shall bear a permanent label with trol manufacturer's u nless othcrwi hercin following statement: "Miami -Dade County Product Control A pP roved RENEWAL of this NOA shall be considered after a renewal application has been filed and there has bccn no t. change in the applicable building code negatively affecting the performance of this been a c evision or change in the TERMINATION of this NOA will occt:: after the expiration date or materials, use, and/or manufacture of the product or s Pro dautomat ally fermi OA this endorsemen n o comp/; product, for sales, advertising or any other purposcs of this NOA shall be cause for terrnination and removal of NOA. y AVERTISEtlegT: The NOA number preceded by the words Miam Da the County, NOA Florida, di an d, foll ow i c hall the expiration date may be displayed in advertising literature. If any p • • be dq;; in its etletraty • •• •. j \Sf ��'IOh:•A ropy of this entire NOA shall be provided to thc user by thc manufacturer or its distributors weal be ava• ••• il abl e for inspection at thc job site at the request of thc Building Official_ _ • • This NOA consists of pages 1 through 7. e=tiliimittenlidetlmcntation was reviewed by Frank Zuloaga, RRC • • • • • • ••• • • •••• MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-290S t .._ NOA No.: 02- 1205105 Expiration Date: 12/I6/0T ° - • Approval Date: 01/02/03 Page 1 of 7 • • • • ••••.. • • ..... • . • • . • •• • • ROOFING ASSEMBLY APPROVAL Roofing Category: Sub - Category: Material: 1. SCOPE This renews a system using Monier Lifetile in Section 2 of this No a oncrete of Acceptance. e, For manufactured Monier Lifetile LLC and described applicable Building Code does not locations where the pressure requirements, as determined by a pp exceed the design pressure values obtained by calculations calculations m pl ian c done a AS a 127 using g the values listed in section 4 herein. The attachment system. 2. PRODUCT DESCRIPTION Manufactured by Apps Monier Lifetile LLC Villa & Roll Monier Lifeitilc LLC Capri Tile Trim Pieces L =17" W= 12'/ 1/2" thick 1= varies w = varies varying thiclmess pl. SUBMITTED EVIDENCE: ••• . • .. TcstI ncv ••.• • . • • • • •,�gdland Tteh' ologies • • • . . .. . ..e,n. .. • • • �odland : 3 ologies . • . • Redlancritel pologies • . ...The Centel Ms Applied • • • £ngincering, Inc. The Center for Applied Engi $ 'ng, Inc. Low Profile Roofing Tiles Concrete Test Product Dimensions Specifications Doc ri don 1= 16'/" PA 112 Low profile, interlocking, high pressure w = 13" extruded concrete roof tile equipped with one 1" thick nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive sct applications. PA 112 Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For dircct deck or battened nail -on, mortar or adhesive sct applications. PA 112 Accessory trim, concrete roof pieces for use at rakes, ridges and valley terminations. Manufactured for each tile profile. Test identifier 7161 -03 Appendix 111 7161 -03 Appendix 11 PO402 94 -06013 94 -084 Test Name/Re ort Date Dec. 1991 Static Uplift Testing PA 102 & PA 102(A) Dec. 1991 Wind Tunnel Testing PA 108 (Nail -On) Withdrawal Resistance Testing of Scpt. 1993 screw vs. smooth shank nails March, 1994 Static Uplift Testing PA 101 (Adhesive Sct) May 1994 Static Uplift Testing .; PA 101 (Mortar Sct) NOA No: 02- 1205.0 Expiration Date:.. 12/16/07 Approval Date: 01/02/03 Page: of 7 • • • • • • O • •...• • • • • • • • Test Agency Redland Technologies Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Thc Center for Applied Engineering, Inc. Thc Ccntcr for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. • •. • • . •.. . ••'Walker t gid;ering, Inc. • • • •'dYalker engineering , Inc. • • • • •••• • . . •• • • .. • Valle pa:leering, Inc. • • Walkertvigineering, Inc. • • ••• • •• • • • •••• •• •. • • • . • • . Test Identifier P0631 -01 Letter Dated Aug. 1, 1994 224 -47099 25- 709 -1 25- 709 - 25 -709 Project No. 307025 Test ItMDC - 25- 7183 - 25- 7183 -2 25- 721 -2 25- 721 - 528454 -2 - 520109 - Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Test Name/Re ort Date Wind Tunnel Testing PA 108 (Mortar Set) Wind Tunnel Testing PA 108 (Nail -On) Physical Properties PA 112 Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Dcck, New Construction)0 Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, R Wind Driven Rain PA 100 Static Uplift Testing PA 102 (2 Quik -Drive Screws, Dircct Dcck) Static Uplift Testing PA 102 (2 Quik -Drive Scrcws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Dircct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7183 25-7094 25 -7496 25 -758 25- 7804b - 25 -7804-4 & 5 25- 7848 -6 Aerodynamic Multipliers Two Patty Adhesive Sct System July 1994 Aug. 1994 Sept. 1994 Oct. 1994 Oct. 1994 Oct. 199 Oct. 1994 Feb. 1995 Feb. 1995 March, 199 Scp. 1998 Dec. 1998 March 1999 March +995 February 1996 April 199 December 1996 April 1999 April 1999 NOA No.: 02- 1205.05 Expiration Date: 1211 Approval Date: ge/3 of 7 • • • • •.•.• • . • • • • • • 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive sct tilt applications, a static field uplift tcst 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. Applications 3.4 Minimum underlayment shall be in compliance with the applicable Roofing App Standards listed section 4.1 herein. may 3.5 30/90 hot mopped underlayment applications mates l manufac p ,rp , turers published lih ratuoe unless stated otherwise by the underlaym 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 115, RAS 119, and RAS 120. 4 Data For Attachment Calculations Tile Profile Monier Lifetile Villa and Roll Tile Monier Lifetile Ca ri Tile Length -1 (ft) Width -w (ft) X. (ft) Batten As •lication Tile Profile 0.267 Monier Lifetile Villa, Roll and Cap Tile (ft ) Direct Deck As •lication 0.289 5 ":12" 5.57 6.30 Battens 6.18 5.37 Battens Direct Deck 6.05 Tiler ••• • • •. profi 6 ":12'• 7 ":12" or reater Battens Direct Battens Deck Deck , 5.24 5.90 5.09 1 5.73 • • • • • • •••. • • •.•• • • •••• • • • . • • • • ..• • •- ...... •••• • • • • • NOA No.: 02- 1205. Expiration Date: 12/16107 Approval Date: 01/02/03 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 19132" plywood) Battens Monier Lifetile Villa, Roll, and Capri Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' I 43.0 1 67.5 1 50.9 Installation with a 4 tile headlap and fasterners are located a min. of 2W from head of tile. Table 5: Attachment Resistance Expressed as a Moment M, (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile. Application Minimum Attachment Resistance Monier Lifetile Villa, Roll, and Capri Tile Adhesive 26.1' 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Polyfoam Product. Inc. Average weight Average weight per patty 11.4 grams. per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment = Mf (ft -Ibf) • •• for Single Patty Adhesive Set Systems • • • "" • Tile • • Profile Tile Application Minimum Attachment Resistance Monier Lifetipaill4 Roll, Capri Tit% • • • Polyfoam PolyPro 86.61 Polyfoam PolyPro 45.5 4.4 • Large paadtt acement of 54grams of PolyPro"'. �, Medium oa441 placement of 24grams of PolyPro TM . • • • • • •• • • • ••• • •••• • •• • • • • • NOA No.: 02-1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 5 of 7 • • • • • • 0 • • • • • Table 5B: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Mortar Set Systems Tile Profile Monier Lifetile Villa, Roll, and Capri Tile Tile Application Mortar Set' Attachment Resistance 20.60 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. • •• • • • ••• • • • • •••• •••• • • • • • • • • • • • • • • • • • • • • • • ••• • • • •• • •• • • • • • • • • • • •• • • • • • • •• •.• • • • PROFILE DRAWINGS MONIER LIFETILE VILLA CONCRETE ROOF TILE NOA No : 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 6 or7 .. • • • • • • • •••• • • •• • • • •• • • • • • ••• •• .• • • • ••. • • .• • • • • • MONIER LIFETILE ROLL CONCRETE ROOF TILE END OF THIS ACCEPTANCE MONIER LIFETILE CAPRI CONCRETE ROOF TILE NOA No.: 02- 1205.0 Expiration Date: 12/16/07 Approval Date: 01/02/03 - Page 7of7 •.•.. • ••••• • • • ••••• •.•41• • •00. • • • •.•• • • • •0.• • • •••• • Roof slope: :12 • Ridge Ventilation? • • • •• 4141 0041. • • 0 .410 'Wean �ftieight: • •... • •4141• • • •••. •• • • • •.• •••• • • 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Unifwnn Permit Application Form. J NI • •• • • • • • • • • • • •0.•410 • • • • • • • Section D (Steer) Sloped Roof System) Steep Sloped Roof System Description Deck Type: pe Underlayment: I 3o re H JnsWatlorn Fire Ba 1 • fv /lPt- ,. 1 }v)pf 1 astener Type & Spacing I 1 S N a i I n Adhesive Ty ek a ype Cap Sheet: oof Covering: 1 1 Type a Size Drip Edge: 3X3 cwt (v M, Required Moment Resistance* awl sight -- asnr t Rho. 15' 20' 364 25' 31i 30' e0' --- 212 34.4 34.7 412 - 3i "-- 32.2 30.4 34.4 -- ism AO 33.8 t: 3 .8 4 T2 5: 2 T 30. 311 3 .8 ij1A 6:12 26.4 26.0 2s.4 - 3771 30.5 4 '• . 7:12 24.4 25.9 ••• • •••1.•• ••• •• • • • • •••• For Moment based tile systems, choose either Method 1 or 2. Compared the values for Mr With the values from M e If the Mt values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Description r- •• � � b M e ; (p j : t =� 0,2:_im_wbg X ( 1 00A1 X •_ - •••• • •• • • • • • • 0 ••• Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations nt Based - Mg: Mg: Mg: 0 x hS, M� RAS 127" NOA M, .1)1 NOA NOA + NOA M -_ Method 2 "Simplified Tile Calculatio Per Table Below" //��jj Required Moment of Resistance (M From Table Below NOA bi e-h �` v i t I *Most be used In conjunction with a cast of moment based ti e systems endnrted by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F° values are greater than or equal to the F. values, for each area of the roof, then she dle attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pa - - x 1 ...- s w: ° —_) - W: - x cos 8: __. = F1:_.._ NOA F' - - . (P : - �• x I: - - -- ° t w: J - W: _ x cos 8: - F.a: __ NOA (P : - x I: _ _= _. >< w: _ — j - W: z cos 8: = F, _ NOA F _ _- Were to Obtain Information Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engidoering analysis prepared by PE bayed r ASCE 7 H Job Site Job Simi NOA • s • Mean Roof Itei�ht 4 • • • • • • • Roo( Slope •• ••• • •• • • • L hlnttiplier • • ••• • • • 're storti Maanent duct to Gtxviv NOA • • • es— • Atimhnuar Resistance NOA • • tomcat Resistance .— M, Calculated • • • • • • • • • • • • • • T.meut Resistance F NOA • • • • • • • • •��(�e ! U hQ ft Rcst;tarce F Calculated • ••• " " •••Avea Tile We g W NOA • • ••••• • • • • • Tile Dimctttitms length NOA • • • w' width • r ••s All esjektissi:os mast be submitted to the Building tlflieiti at 'he time of nasals ayQlSrai;os. 4 I -2001 16:24 FROM -ABC SUPPLY 048 '/23/01 MON 13 FAI 954 578 1042 MIA M • PROD ON rely feu m Products, Inc. 2400 Spring- Stucbncr Roma Spring ,TX .77383 -1132 No Your application for Notice ol'Acceptance (NOA) of: Two Component Polyurcthene Foam Adhesive under Chapter 8 of the Codc 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 Mimed - Dade County Building Code Complinncc 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 product or material at any time from a jobsite or manufacturer's plant for'quality control testing. It this product or material fails to perform in the approved manner, BCCO may revoke, modif or suspend the use of such product or material immediately. BCCO reserves the. right to revoke 'this approval, if k is determined by BCCO that this product or material fails to meet the requirements or the South Fl Building Codc, Florida The expense ofsuch testing will be incurred by the mnnulacturcr, ACCEPTANCE NO.: n► n► - EXPIRES: o5/lo/2no( 111. STJ1t COVF stlrrT s This application for Product Approval has Cade apd PrgdetReview Committee to be Ivri above. ••, • •' . .... • • • •••• •• • 1616 •••• •••• • ••••• a••• • • • ••••• • • • • • • • • • • • • •••••• . • 1 • • • •••••• • • • 1616•••: •••• •••••• • • • • • •••• • s�PPl Oyt.4 :• 06/I4/7f a • • • • • 1616►•• • • ••• 000 • •• • • • • 0 V.1 :i 1, 0 0 4 1 `.C2000iltvrnniac,lnouce CC•pc ntc co,or wtP,d n 561 585 4657 POLY FOAM PRODUCTS, INC. PTA MAR 2 MIAMI•DADE CO11NTy, FLORIpq . METRO -DADE FLAGLER DUILD(NQ OUILDINC COOS COMPLIANCE OFFICE HMO-DADE FLAMER OUILDINQ 140 WUSTTIAGLER STRem*, SUITE 1u MI,u s t. FI.AMM 33130.9363 (303) 373.2901 FAX (30S) 375- 290li CAMAC.. a ucENseric r;1:C ION ( MX 003) 37 14$311 CO,'I71Ac71'ok INFORC t r11N'r DIVISION (105) 3 ?3.2966 PAX (30) 373 3yua Al. PAGES FOR SI'E BUILDING CODE & PRODUCT R1:VIE\V COMMITTEE; been reviewed by the BCCO and approved by the Building used in Miami -Dadet County, Florida under the conditions set T -779 P.00I /008 F -260 rea002 I'AODU CI' COM'UOt- DIVISION ( FAX (305) 372.6330 Raul Rodriguez Chief Product Control Division NI:RA I'raneieo J „Qui R.A. 2nectgr Mrin11?Uade� Cotitit)' fuilelirjg Colic Compliance Office 16:24 ' FROM -ABC 'SUPPLY 048 1 NON 13:08 FAX 954 578 1042 �ly( Prgducts, inc t OOFING ASSEMBLY APPROVAL tc nlv: Rooting ;2311- Calegnry: RoorTilc Adhesive plat critt1s1 Polyurethane SCOPE This approves Pulypru® AIIIGO as ntanul'octurcd by Pulyfwtnt Products, Inc. as described in Section 2 ot'this Notice or Acceptance. For the locations where the design • pressure requirements. as determined by applicable building coda, does not exceed the design pressure Valdes obtained by calculations iri coniplinnee With Roofirig'Appiictron Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polyproe AN 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplil' bused system for double potty systems !. PRODUCT DESCRIPTION Manufactured by Test Product Applicant nintsnNinns Snecillepllotut D i t e Polypro® AH 1 GO N /A' PA 101 'Rvo component polyurethane N/A Dispensing Equipment Poantpro® RTF1000 ProPacl:h 30 & 100 2.1 Components or products nt:lnuFacturcd by ulhcr : Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list uplift resistance value, with the use of Polypro A11160 ruortile adhesive. 2.2 Typical Physical Properties: P rnnct•ty Density • .. CM► I ... > >resuwc • Strcngth •••• �' Stt�Agtlt ' Vjr��tcr Absgrption • •••M.oistureY.;p;r •• "nowt issinn • ••• •••••. • t2jmens c :It • Stability • •••••• � • • • • • • • ••• •••••• • • n ASTM D 1622 • ; STM D 1621 • • • • • • A S.TM D 1623 • • •••0•STM D 2127 . ". •nS'fM E 96 •„ �t•TM I) 2126 •••••• •..••• • .• • • • • • 561 585 4657 1-778 P.002 /008 F - 260 P0LYF0AY PRODUCTS, INC. ACCEPTANCE No.: 41 Approval Datc:.lnne 14.2901 Expiration Drib:: INav I n, 1O06 N/A Dispensing Equipment 12cstnitS 1.6 Ibsjfl? 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel lo rise 0.08 LbsJF( 3.1 Perm / Inch + 0.07% Volume Change n -40 F.. 2 weeks 1.6.070 Volume Chan 1 Iuntitlity, 2 v'i: : 1=nnk 2uloabn, I&RC Product Control Examiner 4 003 16:25 • Fk0%1 -ABC SUPPLY 048 , HON 13:09 FAX 954 578 1042 olyJo:tm Products._Tnc. ACCEPTANCE No.: 01- 0,521.0 lute: The physical propertict listed nbove are presented us typics4 average values as determined by ncccpted ASTM test methods and are subject to normal manufacturing ynrintlott. ;. LIMITATIONS 3.1 fire classification is not part or this acceptance. Refer to the Prepared Roof Tile Assembly for lire rating, 3.2 Polypro® A1-1160 shall solely be used with fiat, low, & high tile profiles. . 3.3 Minimum undcrlayments shell be in compliance with thc Roofing Application Standard RAS 120. 3.4 hoof Tile manufactures acquiring acceptance for the use of Polypro® AH1.60 roof _ ..tile.adhesive witl.t.their tile essemblies.shall test in acc.orda.ncc.wi [ h.PA._101... . 3.5 Roof Tile manufactures acquiring acceptance for two paddy placcmettt.with the use of Polypro® Ail 1 60 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein, _ t � �- w F'— ( 561 585 4657 T -TT9 P•003/008 F -260 POLYFOAtr PRODUCTS, INC. 4 MS 4. INSTALLATION 4.1 Polypro® AH 160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH 160. 4.2 Polypro® AH 160 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® Al-1160 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 notedin thc roof tile assembly NOA 4.3 Polypro® AI -1160 roof tilt adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc, Polypro® AH 160 Operating instruction and Maintenance Booklet. 4.4 installation must be by a Factory Trained 'Qualified Applicator' approved and licensed • by Palyioam Products, Inc. Polyfoam Products Inc. shall supply a list of approved •••.. appltedttlrs to tpe atwthority having jurisdiction. ..1.� Caliq3fitan of the dispensing equipment is required before application of • any adhesive. Thc rnlx ratio between the "A" component and the "B" component shall '••••• bc nxt+ratained by1.wFpn 1.0 -1.15 (A) : 1.0 0:3), The dispense timer shall be set to •;;• deti�'r • 0 017544).0.1.5 pounds per tile as determined at calibration, No other settings s halt belp p r4) ved' • • � �•• S Polypro® A(I IGb be applied with Foampro IC11f 1000 or ProPack® 30 &. 100 • di using cq641141i only • .:..i. I o AI rI O•shatl not bc exposed perimtncntly to sunit •• • • • • 3 Frank Zutoasa, RRC Product Control Examiner Table l: Adhesive Placement For Each Ccncric Tile Profile 1'ileProfilc Placement Detail Single Paddy Wciytht Min. (grans) Two Paddy Weight per paddy Min. rnma Flat. Low, Hi h Profile t11 35 t?/side on and ..... 34 /pan N/A High Profits (2. Piccc Barrel) _ ._..._ .. -...11 t ._ ............. -.._ _ ...... NJA- : Flat Low, Huh Profiles t12 24 N/A Flat, Low, High Profiles #3 . 8 .6 :2t ' Fi)DM -ABC SUPPLY 048 ICON 19:09 FAX 954 575 1042 Llyfo:lm Products, I nc , 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AHIGO has bccn dispensed. 4.9 Polypro® AH 1 60 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic the profile requires the specific placement noted herein, 5. LABELING All Polypro® AI containers shall comply with the Standard Conditions listed herein. 6. BU ILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable building Code in order to properly evaluate the installation of this system. • •• • • • • • •••••• • •• ••• • • • • • • • • • • • • ,. • • • •••••• •••••• •••• ••••• • • • • •o •• • • •• . • • OOO 000 • •••••. •••• •••••. • • ••••.• • • • • • • • o• • • • ••••• •••••• • •••••• •• • • • ••• •••• 0 • • • 561 585'4657 rULlruAn rxuuut.ia, im.. 4 T -779 P.004/006 F -260 ACCEPTANCE No.: 01.052'1.01. frank 2uloa8a, RAC Product Control Examiner 7• v • 6:2E FROM -ABC SUPPLY 048 HON 13:09 FA.a 854 578 1042 j!fo'tm Prodti (. Tne. (4414 C•aaa ho Ilea 9I ilh) ha0 ••ph ptlalk Guns! U••+ltftaan .''..-4* 44 %kl‘ .F J \' I la -....;,, r. .:..,..• ....:, ,,,,,,. e,.. COaa \ i/ 1� tan uana ■«r � � aannna wet • 1► ap Ina •aaph•la P14 11.1 • d tM •ha co.aa tee. Mo. , D+a Is wend wlte ea nr.. 4W,a n I d r+• a•I•w n raa• Il nn m sat the lt e F 04*.b (+n Ovum Moe rher raw.. • of' catata haw how • r InOerial .. heal ai dM ha Nos nail Ms supe paatle c0••M tMo•n•IT•w M•Y4• OM tenure* 1 Ca.n1 70 la ••r• a ay, Plinth. appael4 N. vl •I1 WWI • • ••••.6 • • ••41••• sass • •• • • • ••• • • • ••.• • • • • • • • • • • • • 6 • •• • : • • •. • ••• ••e•• 41 ..41 • • 4141••• • • • • 0.41.41 414100 ••••• • • • •4164 • • • • 4141•••• •41.41•• • •• • • • • •41..•• • • ••• • 4141 6••••• 4141•0 • • • • • • • 561585 465T ruLl YUM1 rKUUUI:1 ,1 pV. 11 nan.••yh I111••las to saint 17 NM T -TT9 P.005/008 F -260 •Al le to er ACCEPTANCE No. 0 01-0521.02 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 04146141114 for 44,,,,t• *what 4 a•�yap MN the pm Ms lwr r1c1, 0e�•ii••1 Nsd Ihrw ph tlueg RfNrt n hot caws uslee ban 0►an wouh• to In` b l Yr lun lie. Ola.I merlin. Theo I�acaY the 11•. 104 Frank Zuloaba, RRC Product Control Examiner •26 ' .FR0M°ABC SUPPLY 048 561 585 4651 T -1T9 P.007 /008 F -260 NON 19:10 FAX 954 578 1042 POLYFOAU PRODUCTS, INC. o11T11 Product inc, I411I Inrough plastic eement In. a 3 In, Singh paddy on undrNymtnl Ens Cowx • 1 fln.it 3In. Single , In. ■ d under ptdyen hymonl Jn Coupe Ein Clones lough plastic cornett! Single paddy 31n. under 1111 11 3 In. Ile paddy on ere nevi gle paddy top of the • • 00000 0000• • • 0000 • • •••••• • • 00000 • 0000 • • •• • • • • ••• • •••••• • • •••• • •:•s•• • •••• • • 0000 • • • •• • • • • •• • • • • • ••• ••• • • ACCEPTANCE No,' : 01.05211,01: ADHESIVE PLACEMENT DE'T'AIL 3 DOUULE PATTY •• •• • • •• •••• • • •••• • •••••• • •• • • • • • Paddy (between e) Nddl (under IIIs) Frank ZUIong1, R .0 Product Colltro(Exz111ncr IQJ V V e SINN paddy undor Ills Singh paddy between IDs l In. a l! In. rnsfluro she paddy obi course only Fsea1 tars closure Rdp adge i:25 FROFA -ABC SUPPLY 048 VON 19:10 FA.t a 5 4 518 .1U4 z yfo;trtt Products, Inc. ACCEPTANCE No. o O1 1 i,ol Renewal of this Acceptance (approval) shall be considered oiler a renewal application has beim filed and the original submitted documents, including test - supporting data, engii eilnb documents, are no older that eight (8) years. Any and all approved products shall. be permanently labeled with the manul'aeturcr'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. Renewals of Acceptance will not be cot sidercd a. There ILZS been a change in the South Florida Building Code affecting tho evaluation of this . product and the product is not in compliance: with die code changes. b. Thy product is no longer the sai»m (identical) as the one originally approved, c. If the Acceptance holder has no complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initiaOly submitted, is no longer practicing the engineering profession. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be causc for termination of this Acceptance. unless prior written approval has been requested (through rite filing of a revision application with appropriate fee) and granted by this office:. Any of the following shall also be grounds for n:mova1 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. 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 ponion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 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. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acccptanrx:.•' •� • • ••• • • • • •• • • • t. • Tlti� Notioc o� Ptcecpt .Ince consists of pages 1 through 8. •• • • • •••• END OE T IIIS ACCEPTANCE • • ••••• • • •• • • • • • •. • • • •••• • • •• • • • ••• •• •• • • • • •• • • •• • • • • • 561 585 4657. T -778 P.008/008 F -260 ruLlruns rAumuu,./.4n ... Frank Zuloaga, RRC Product Control Examiner •• • • • • • • • • • • • •• •• • • •• • • • • • • 4 1 0 • • •• • • • ••• • • •••• • • • • •••• • • • •• • • ••• • •••• • • • • •••• • • • • •• •••• • • • • • ••••• •••• • • to • • • • • PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY (OWNER TO RETAIN COPY) Data q /q/ql Job Address 988 N.E. 93 St. Miami Shores, F1. Tax Folio l f 37- ? — r :" C C ffff / 1 Permit. # 3/ e Legal Description „9 / Lessee / Tenant Owner's Address Architect /Engineer Bonding Company Mortgagor Square Ft. Approx. 100 Mr. Ray Stewart WORK DESCRIPTION Tile roof repair 988 N.E. 93 Street Miami Shores, Fl. Phone Address Address Address . Estimated Cost 754 -6620 Contracting Co. Perkins & Wharton Roofing, Inc. Address 1701 N.E. 145 St. Miami, F1. Qualifier Steven R. Wharton State# RC# 61057 Competency# CC# 18517 st�0, Ina. Co. USF &G SSip Phone 945 -3442 Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL PAVING FENCE SI 750.00 to 1200.00 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE ' DO .SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF Y( INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, a on the attached addendum (if applicable). I certify that all work will be performed to meet t. standards of all lava regulating construction in this jurisdiction. I understand that separa permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING, and MECHANICAL work. OWNER'S AFFIDAVIT: I certify that'all the foregoing information is accurate and that all wo. will be done in c lianas with all applicable laws regulating construction and zonin: Furthermore, I authq ize the above -named contractor to do the work stated. Sig ' ?k ture of Owner.and /or Condo President Date: 9,- 5 -4 II r 1 fD7�f;' ;p y : ;' fib E:ir: 1 '''>'' "_ 97 1 :1"Ii3N Notary as o Owner and /or Condo " Pri ent Hy Commission Expires: * * * * * * PERMIT FEE: APPROVED: Zoning Mechanical at •e of Contrac or or Owner- Builder Date: N• +Tary to Contractor r er- Builder My Commission Expires: * * * * Building Electrical Plumbing ® Engineering * BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder Legal Description Address of Building Lot _1.- .' a' 4_ MIAMI SHORES VILLAGE, FLORIDA PERMIT N? 11306 Work to be performed under this Permit Bl. Value of 7 / ,tom ./ L R / � , Project $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. _ f - / J Signed: f ,t , BY r SPE • _ s 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 assutie responsibility for all work done by either, myself, my agent, servant or employee. / ...- r" ., ad tr w 4 OR • ILDER AUTHORITY Subdi- vision DATE 195 Contractor's License No 7 Amt. of Permit $ Street and Number where work is to be done M A urV, Fll [7_ V EL, LA 13 E LJILDING INSPECTION DEPARTMENT AFPLOCAM:1N FCIR 62L.HLOMCZ PERMQ7 Application is hereby made for the approyal of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Name and address of licensed contractor 0 '' Location and legal description of lot to be built on: Lot Block Subdivision Date To".0:).?" 1_7! . 19 Owner's Name and Address 0 3 ' Registered Architect and/or Engineer C1 0 0 'r 3 1 ■11.:1:1 - 4.0 7 " State work to be done and purpose of building (by floors) r '- r• 0 1. ( 7 - 1 '3 1; and for no other purpose. New Building Remodeling Addition Repairs lzs. - ' 1 n ' No. of Stories To be constructed of Kind of foundation Roof Covering 1 : 1 --) Estimated Total cost of improvements $ __J Amount of Permit $ Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to..) 71 7 1:1 1 ° • to I The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub-contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for nspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such s o ctors, on wpiQ to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed STATE OF FLORIDA, COUNTY OF DADE. ss. Date 11 Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared .._.._...» .to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No Read, Sworn to and Subscribed before me. Disapproved Date_ (Signed) ttzit 0) L Notary Public, State of Florida But mg Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re-inspection fee of $1.00 will be charged when such re-inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship.