Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
RF-15-971
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-237621 Permit Number: RF -4-15-971 Inspection Date: June 25, 2015 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: ROSE, ERNEST & CYRENA Work Classification: Tile/Flat Job Address: 1219 NE 96 Street Miami Shores, FL 33138 - Project: <NONE> Phone Number Parcel Number 1132060143810 Contractor: JOHN BUSTA ROOFING INC Phone: (305)757-7620 Building Department Comments RE- ROOF SLOPED AND FLAT ROOFS TILE OFF COLOR Infractio Passed Comments INSPECTOR COMMENTS False THRU TILE BACK ON Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-233199. Roof ok Missing renailing affidavit Failed El Correction Needed Re -Inspection D Fee No Additional Inspections can be scheduled until re -inspection fee is paid. For Inspections please call: (305)762-4949 June 25, 2015 Page 1 of 1 RE: Permit #_ ms /-/• 15 ° 9 %J Miami shores Village Building Department 10050 N.E2nd Avenue Miami Shores, Florida 33138 Tel: (305) 798.2204 Fax: (305) 758.8972 INSPECTION AFFIDAVIT DATE:Al ;?6) ";2'01 licensed a<) Contracto / Engineer /Architect, (Print name and circle License Typp) FS 468 Building Inspector License #: -- 0,5—g oz/ 18 Y 1p On or about 4% l� �, �1� I did personally inspect the roof deck nailing (Date &time) work at �� �� c�`�. (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) L � Signature a +. WWA MIN BWA �.: My camssm tf FF 1620 a EXPIRES: September 14, 2018 State of Florida ,t�°� tbnded TM MW Public U1*Mfters County of Dade: j A k m Q_ The undersigned, being the first duly swum, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this 0 day ofA�pY� J Notary Public, Sate of Florida at Large �� a , � 'General, Building, Residential, or Roo ft Contractors or any individual certified under 468 F.S. to make such an Inspection. Include photographs of each plane of the roof w+ih permit i# and address # clearly shown marked on the deck for each inspection Revised on (7/1012014)SP21Y2009 John Basta Roofing 300 Northeast 91 Street NflArni Shores, Florida 13138 3120 Project; In, bona ion tri ded lay client. Permit Number: RF41571 Gj Date Completion: June 20, 2015 Roofing Contractor: John Busta Roofing Project Number; 15-0561 Dear Sirs, (Testing Laboratory Certificate #11-0715.04) In accordance with your request and authorization,, a representative of Reiieh Engineering Corporation completed tine Roof Tile LTp Test at the above referenced project. This testing was perforated in, general accordance with Roofing, Application Standard TAS No. 106 -- Standard procedure for fioid verification ofthe bonding of mortar or adhesive set tale system and meehan cally attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type oftile used for this project was reported to be Santa Fe Roof Tule. This tile, wasreported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) file in ten (10) of all components in the field area and one (1) file in five (5) of all tiles in the Perimeter and comer areas were .physically examined. A ,minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter ;area, ridge caps and (1) in the comer areas were conducted. Reileih Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation ao rha>irit" Sonny .Bauch, P.E.49014 eject- alnager TILE UP T Cr Itesidetttial Home 1219 Northeast 96 Street Miami Shores, Florida Reileh Engineering Corporation — Project Number - 15-0561— Page 2 of 5 Report of TILE UPLIFT TEST for Residential Home 1219 Northeast 96 Street Miami Shores, Florida Project Number: 15-0561 77 77277. Test Number Test Load b. Test. States 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Reileh Engineering Corporation -- Project Number - 15-0561 — Page 3 of 5 Test Number 16OLoadObl Test Status ` 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass Reileh Engineering Corporation — Project Number -15-0561— Page 4 of 5 --�iTest Nur4ber Test Load Obf) T t .. Staxu�. 55 35 Pass 56 35 Pass 57 35 Pass Test 1-18 Comer, 19-32 Perimeter, 33-38 Ridge Caps, 39-57 Field Reileh Engineering Corporation — Project Number - 15-0561 — Page 5 of 5 6 1 r-� i'� rami Shores Village 0ilding Department JUN 16 2015 0 E.2nd Avenue, Miami Shores, Florida 33138 I: (305) 795-2204 Fax: (305) 756-8972 F"z_ INSPECTION LINE PHONE NUMBER: (305) 762-4949 C201 () BUILDING Master Permit No. S - eT)� PERMIT APPLICATION 1p BUILDING ❑ ELECTRIC FX ROOFING Sub Permit No. NJ,REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: /,Z/ 9 Folio/Parcel#: Is the Building Historically Designated: Yes NO -- Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): ���� �U�L� Phoneft- � Address: l 2/ /V E City: Tenant/Lessee Na�m/ : A Email: /"A � We/S State: CONTRACTOR: Company//Name: UK Address: 360 /VL City: &W11111 Qualifier Name: State Certification or Registration #: DESIGNER: Architect/Engineer: �V&S/-73 &6. - 1441C - cate of Competency #: Address: City: State Value of Work for this Permit: $ Square/Linear Footage of Work: _ Type of Work: ❑ Addition 0 Alteration ❑ New ❑ Repair/Replace . s Zip: ❑ Demolition Description of Work: k09E &%e 20 C�l cAAL,Z- Specify color of color thru tile•cSXlfilmxlo&2p✓G z Submittal Fee $ Permit Fee $ CCF CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (4q-00 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do th ork and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and t at 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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. 64��Z'e��z Vv Signature qKSignature OWNER or AGE CONTRACTOR The foregoing instrument °w``as����acknowledged before me this ,,going lyl� , 20 by who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: as Seal: i.. M*�k&�k*�k#�k4�k�kakak APPROVED BY (ReAsed02/24/2014) The foregoing instrument was acknowledged before me this TT ;( by !d day of JU l , 20 05 . JWN 7CU8�2T'�litlrA who is personally known to me or who has produced ('" L UwN identification and who did take an oath. NOTARY PUBLIC: Sign: 5,-Fh Print: Seal: `°` I Y 'Le Notary Public State of Florida s' . ,ANORAANiMWA Sindia Alvarez 9 •i : MY c;[ANSSION f Ff 1N120 day COMMIssion FF 1-SP':n `€ EXPIREc 5eptemyer 14, 2018 Expir, 08103/2018 ,,7pi4 �k�k> I's Plans Examiner Zoning Structural Review Clerk I ul w Z n 0 R c a m Q Florida Building Code Edition 2010 "%JCek-�1r- High Velocity Hurricane Zone Uniform Permit Application For II INIA A Section D (Steep Sloped Roof System) Roof System Manufacturer: 04(//�/�d//4;,& Product Approval Number:-/ -®loz• ®,,Z Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1.3 9s / P2: P3:- Z®i-, _ i um Design Pressure r ct Approval Specific System: 39,7 e od of Tile Attachment: ,aQ Steep Sloped System Description Deck Type: Slope: :12 Ridge Ventilation? 15 Mean Roof Height: /S Type & Spacing: . . .... ...... Underiayment: �® ...... .� ; ...... Insulation: .... ...o. ...... .... ..... .. .. .. . ...... Fire Barrier: �/� ...... . . . . . ...... Mean Roof Height: /S Type & Spacing: 0000 0.Goo 0000 0000 0000 .. 0000.. . 0. 0000.. 0000.. .0000. 0000 0000.. 0000. . 0000 0000. 0000 0000.. . . 0000.. . .. .. .. . . ...... 0.000. . . . . 0000.. .0000. . . . . Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E Nile Calculations) For Moment based tale systems, choose either Method 1 or 2. Compare the values for Mrwith the values from Mt. If the Mrvalues are greater than or equal to the M, values, for each area of the roof, then the the attachment method Is acceptable. p 96 Method 1 "M ment Based rile Calculations Per RAS 127" (PI x 1�e3% = z,- M8:9, Y/ = M„ 2- � Product Approval Mt30, 7 (P2: x, _, , - Me: = M,� ,� Product Approval M� (Pa x X# - M$: 0 = Mf3 r % Product Approval Md Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval M, 000.00 *Must be used in conjunction with a list of moment based the systems endorsed by Ow 0.0 BdC w Bard fR ro l ar ounty o o u es and Appeals. 0000 For Uplift based tile systems use Method 3. Compare the values for Fwith tie values for,.,. F,. If the F values are greater than or equal to the F, values, for each area 041110 foof, timet' ; the tile attachment method is acceptable. 0000.. 0000.. 0000.. 0000.. 00000 00000 000000 0000:0 Method 3 "Uplift Based Tile Calculations Per RAS 127 e 000900 (Py: x 1: = x w:= )-W: x cos 0. - -Fr, Product AISpr� 41`' ... ; 0 • 00: ; (PZ: x 1: = x w:= _ )-W: x cos 0. - = F,z Product Approval F' ..' (P3: x 1: = x w:= ) - W: x cos 0: - = Fra Product Approval F Mt ReQuIred Moment Resistance* Symbol Where to find Mean Roof Height --io- Roof Slope 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 32.2 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 • 030.0 000.00 *Must be used in conjunction with a list of moment based the systems endorsed by Ow 0.0 BdC w Bard fR ro l ar ounty o o u es and Appeals. 0000 For Uplift based tile systems use Method 3. Compare the values for Fwith tie values for,.,. F,. If the F values are greater than or equal to the F, values, for each area 041110 foof, timet' ; the tile attachment method is acceptable. 0000.. 0000.. 0000.. 0000.. 00000 00000 000000 0000:0 Method 3 "Uplift Based Tile Calculations Per RAS 127 e 000900 (Py: x 1: = x w:= )-W: x cos 0. - -Fr, Product AISpr� 41`' ... ; 0 • 00: ; (PZ: x 1: = x w:= _ )-W: x cos 0. - = F,z Product Approval F' ..' (P3: x 1: = x w:= ) - W: x cos 0: - = Fra Product Approval F Where to Obtain Information Description Symbol Where to find Design Presa n3 P7 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 She Roof Shope 8 Job She Aerodynamic Muhipller ?, Product Approval Restoring Moment due to Gravity M, Product Approval Attachment Resistance K Product Approval Required Moment Resistance Mr Calculated Minimum Attachment Resistance P Product Approval Required Uplift Resistance Fr Calculated Average Tile weight w Product Approval Tile Dimensions I = length w - width Product Approval Ali calculations must be submitted to the Building Clidal at the time of permit application. 0000 0000.. 0000 . . 0000 .. . 6 6 6 .. 0000.. 0..000 0000.. 0000 0000. . 6 . 0000. . 0000 0000. 000 0000. . . . 0000.. .0 .. .. .. 6 . 0000.. 0.6000 . 6 . . 0000.. . 6 0 0000.. . ... .. ., — \ MIAMI -DARE COUNTY MIAMI-DADE) PRODUCT CONTROL SECTION - 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Mfisird. Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) v�Y,,d.nnia4niidade.,2®d/i eco)nom� Crown Building Products of Florida, LLC. 6018 HWY. 72 Arcadia, FL 34266 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section 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 Section (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 AW may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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; Sanibel Concrete Roo£'Tile 0000 LABELING: Each unit shall bear a permanent label with the manufacturer's name or IogD, cit% state and following • • • statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. " • .09999 09 9 000600 RENEWAL of this NOA shall be considered after a renewal application has been filed and; o • has been no chanj .... in the applicable building code negatively affecting the performance of this product. • • • • • • 0090 . 0 .000 . . 0000.. 0000 0000. TERMINATION of this NOA will occur after the expiration date or if there has been a. wcwion or -weir& in th% 0 0 0 0 materials, use, and/or manufacture of the product or process. Misuse of this NOA as an eodettnent of auy product, • • for sales, advertising or any other purposes shall automatically terminate this NOA. Failureto cptaply v$kq&• sectitm • • • of this NOA shall be cause for termination and removal of NOA... 0000.. • .6 . 6 000 0 . 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 consists of pages 1 through 6. The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 14-0102.04 `xpi mfion Date: -02113/19 Approval Date- 02/13114 Page 1 of 6 0000 ..0000 0000 . . . . 0000 .. . . .. 0000.. . 0000.. 0000.. 0000 0000. . . . 0000. . 0000 00.00 0.00 0000.. 0 ...... . .. .. .. . ...... 000.00 . 0 0 . 0000.. ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This approves a system using Sanibel Concrete Roof Tile, as manufactured by Crown Building Products of Florida, 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 Sanibel Concrete Roof L= IT' Tile W = 13.25" H=3.1" Thickness: 0.56" Trim Pieces L = varies W = varies varying thickness Test Product Specifications Description TAS 112 High profile, interlocking, one-piece, 'S' shaped concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar set 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. 2.1. MANUFACTURING LOCATION 11.1. Arcadia, FL 2.2. EVIDENCE SUBMHTED Test Agencv Test Identifier PRI Construction Materials ACU -002-02-01 PRI Construction Materials Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Nutting Engineering ACU -002-02-04 7161-03 Appendix. III 7161-03 Appendix H P0402 Letter Dated Aug. 1, 1994 P0631-01 13343.1 NOA No.: 14-0102.04 Expiration Date: 02/13/19 Approval Date: 02/13/14 Page 2 of 6 0000 0000.. .. 0000 0000.. 0000 .0006. 6 6 6666 .666.6 6 66666 Test • • 00000 TAS -112 9e%t.1006 600::0 •••••0 TAS -100 :S0:2006 • • • • • • Static Uplift Testing 6 • • • 6 IRee 0 -1991 : • • • • TAS 102 & TAS 102(A) • • • Wind Tunnel Testing Dec. 1991 TAS 108(Nail-On) Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Physical Properties June 2006 TAS 112 NOA No.: 14-0102.04 Expiration Date: 02/13/19 Approval Date: 02/13/14 Page 2 of 6 0000 0000.. 0000 . . 0000 .. 0000.. .0000. 0000 . *Goo*: . . . 0000 0000. 0000 0000.. . . 0000.. . .. .. .. 6 . . .0600. 0.0060 . . . . 0000.. 6 0000.. . . . 0 0 Test Aeencv Test Identifier Test Name/Reuort Date The Center for Applied 25-7688-3 Static Uplift Testing June 1996 Engineering, Inc. 25-7688-10 TAS 101 (Adhesive Set) July 1996 TAS 101 (Mortar Set) The Center for Applied 25-7688-5 Static Uplift Testing June 1996 Engineering, Inc. TAS 102 (3" Headlap, Nails, Direct Deck, New Construction) ❑ The Center for Applied 25-7688-4 Static Uplift Testing June 1996 Engineering, Inc. TAS 102 (4" Headlap, Nails, Clips) Celotex Corporation 520111-3 Static Uplift Testing Dec. 1998 Testing Services 520191-2-1 TAS 101 March 1999 Trynity/ERD Calculations Aerodynamic Multiplier & Restoring Sept. 2006 Moment Due to Gravity American Test Lab of South RT1028.01-13 TAS 112 11/13/13 Florida American Test Lab of South RT1206.01-13 Aerodynamic Multiplier & Restoring 02/05/14 Florida Moment Due to Gravity I Limrmms 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set file applications, a static field uplift test shall be performed in accordance with TAS 106. 0.00 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to Worn?quWdrly teg0 0 0.0 in accordance with TAS 112, appendix W. Such testing shall be submitted tome SEami--Dada Product . Control office for review. of*:** • • • 0098:6 3.4 Minimum underlayment shall be in compliance with the applicable Roofing A f 1tCdttons Standards listee 0 0 9 section 4.1 herein . • • • • . • 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to Ilii ro&f slope unless state7:". 0000. 0000 .9909 otherwise by the underlayment material manufacturers published literature. e.g..* • 0 • • : Got*:* 3.6 This acceptance is for wood deck applications. Minimum deck requirements siva bq in compliance with 0 applicable building code. : ' : 0999:0 3.7 All products listed herein shall have a quality assurance audit in accordance witty the Flenea eAuilding .9.... Code and Rule 61 G20-3 of the Florida Administrative Code. • • • • • • 4. INSTALLATION 4.1 Crown Building Products of Florida, LLC.'s Sanibel 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 NOA No.: 14-0102.04 Expiration Date: 02/13/19 Approval Date: 02/13/14 Page 3 of 6 0000 0000.. 0000 . . 0000.. . .00000.. 0000.. 0000.. 0009... 0000. . 0000 0000. 0000 000,0. 0000.. . .. .. .. . . 9.9096 6.0990 . . . . 0000.. 0000.. . Table 1: Average Weight (W) and Dimensions (1 x w) Tile Profile Weight -W (lbf) Length-1(ft) Width -w (ft) Sanibel Concrete Roof Tile 11.33 1.417 1.104 Table 2: rodynamic Multipliers - ft to Gravity - M Tile Profile % (t3) Batten Application I Direct Deck -A lication Sanibel Concrete Roof Tile 0.289 0.313 Table 3: Restoring Moments due to Gravity - M fta Tile 211:12 3":12" 4":12" 5":12" 6":12" 7":12" or Profilegreater plywood) plywood) Sanibel Concrete Sanibel Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Concrete Roof 20.7 Deck Deck 2 48 Screws Deck .432. . 29.8 Deck 1-10d Smooth or Screw Shank Nail Deck 28.1, 0 019.0 Deck Tile 9.05 9.05 8.95 8.96 8.79 5.81 8.60 8.62 8.38 8.40 8.13 8.16 Table 4: Attachment Resistance Expressed as a Moment - Mf (fi Ibf) for Nail -On tems Tile Fastener Type Direct Deck Direct Deck Battens Profile 1 See manufacturer component approval for (min 16132" (min. 1913211 plywood) plywood) Sanibel Concrete 2-10d Ring Shank Nails 28.6 41.2 19.4 Roof Tile 1-10d Smooth or Screw Shank Nail 5.1 6.8 400002.8 2-10d Smooth or Screw Shank Nails 6.9 •9.2 -'-**"7.3 1 48 Screw 20.7 1 2 48 Screws 43.2 .432. . 29.8 1-10d Smooth or Screw Shank Nail 23.1 28.1, 0 019.0 Field Clip) •0.00• :0000' .. 1-10d Smooth or Screw Shank Nail 29.3 •29°3; • •: •Z4.0 • • Eave Clip)0• 0 • • • • • 2-10d Smooth or Screw Shank Nails 27.6 38.6 Field Clip). •:0 ' • 2-10d Smooth or Screw Shank Nails 38.1 • $$'1; 0 041.8 ; • Eave Cli • Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Sanibel Concrete Roof Tile Adhesive 29. 1 See manufacturer component approval for installation requirements. 2 The Dow Chemical Company TileBond Roof Tile Adhesive, average weight per patty 10.7 grams. 314rm 2 -Component Foam Roof Tile Adhesive AH -160, average weight per pa8 grams. NOA No.: 14-0102.04 MIAM4QAD; C, LINTY Expiration Date: 02/13/19 Approval Date: 02/13/14 Page 4 of 6 •6*• 0 0 ••000• •1Yi i • • -00 • • • • • 0 •*010• • Y• 6666•• • •••*6/ •000• • 01•• •• •*••• 0066 6666•• • • • • O. oo0 • • •1106• 0*0000 • • 6 • •0 • 0 • 0 •• Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patly Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Sanibel Concrete Roof Tile 3M 2 -Component Foam Roof Tile Adhesive AH -160 66.5 3M 2 -Component Foam Roof Tile Adhesive AH -160 38. 3 Large paddy placement of 63 grams of 3MTm 2 -Component Foam Roof Tile Adhesive AH -160 4 Medium paddy placement of 24 grams of 3Mm 2 -Component Foam Roof Tile Adhesive AH -160 Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Sanibel Concrete Roof Tile Mortar Set 24.5 5 Tile -rite Roof Tile Mortar. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below or following statement: "Miami -Dade County Product Control Approved'. 0000 Q 0000 0000.. .. 0.00 . 0000.• i• • 0000.• • 0000.• • • • 0000•• 0000 • • • • • . 0000.• 0000 . .000. LABEL FOR SANIBEL CONCRETE ROOF TILE • • • • •. . • 0 0 0 0. (LOCATED UNDERNEATH OF TILE) • • • • • • • • • s • • • 0000.• 0000.• 6. BmDING PER]VIIT REQUIREMENTS: ' ..' 0 0 0 0 • • • • 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 Building Official or Applicable building code m order to properly evaluate the installation of this system. NOA No.: 14-0102.04 APPROVED haaatnl►ue couNrir Expiration Date: 02/13/19 Approval Date: 02/13/14 Page 5 of 6 . ••60so . .. 6 f 00000 • •••• •0•.• 0•0• •00.60 00.00• Y •. •• •. • •00.0• • • • 6:000: • i • • • UNDERUOCK �APPROVcDI, 131/4" Lm A PROFILE DRAWING am 17" NOA No.: 14-0102.04 Eapiradoa Date: 02/13/19 Approval Date: 02/13/14 Page 6 of 6 ...... .. . ...... ...... .... . . .... . ..... CONCRETE ROOF TILE • • • • • • THIS ACCEPTANCE ' • • • NOA No.: 14-0102.04 Eapiradoa Date: 02/13/19 Approval Date: 02/13/14 Page 6 of 6 Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Parcel Number Applicant 1219 NE 96 Street 1132060143810 Miami Shores, FL 33138- Block: Lot: ERNEST & CYRENA ROSE Owner Information Address Phone Cell ERNEST & CYRENA ROSE 1219 NE 96 Street MIAMI SHORES FL 33138-2553 1219 NE 96 Street MIAMI SHORES FL 33138-2553 Contractor(s) Phone Cell Phone JOHN BUSTA ROOFING INC (305)757-7620 of Work: Re Roof onal Info: RE- ROOF SLOPED AND FLAT ROOFS TILE ification: Residential Tina: 4 Fees Due Amount Bond Type - Contractors Bond $500.00 CCF $12.00 DBPR Fee $4,88 DCA Fee $4,88 Education Surcharge $4.00 Permit Fee - New Roof $325.00 Scanning Fee $12.00 Technology Fee $16.00 Total: $878.76 Valuation: $ 19,500.00 Total Sq Feet: 3020 Pay Date Pay Type Amt Paid Amt Due I Invoice # RF -4-15-55307 05/01/2015 Check #: 1962 04/23/2015 Check #: 1961 Bond #: 2699 $ 828.76 $ 50.00 $ 50.00 $ 0.00 Avaname Inspection Type: Up Lift Report Final Roof Tile In Proaress Review Rc Car) Sheet 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 AFFID VIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction d z ermo , I authorize the above-named contractor to do the work stated. o May 01, 2015 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy May 01, 2015 1 SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE APPLICATION FOR SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT REVIEW Property Address: oma, ' ®, Property Owner's Name: Property Owner's Address: Property Owner's Phone Number- a / Contractor's _ Address: Flood Zone BFE Lowest Floor Elevation (Excluding garage or carport) Check one of the following: [ ] I am attaching a State Certified Appraiser's report, valuing the structure at: XI am not attaching a State Certified Appraiser's report and I accept the use of the valuation of my property that has been recorded by the Countv Propertv Ancraiser's nfFicp SIGNATt Property Contractc SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE PROPERTY OWNER'S SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT AFFIDAVIT Property Address: J-% � — Contractor's Name: 0 01-IAI Property Owner's Name. /— "n. . ?:n—�- Property Owner's Address: 1,:?Yq Property Owner's Phone ' Number:0--5 - I hereby attest that the list of work and cost estimate submitted with my Substantial Damage or Substantial Improvement Application reflects ALL OF THE WORK TO BE CONDUCTED on the subject structure including all additions, improvements and repairs and, if the work is the result of Substantial Damage, this work will return the structure at least to the "before damage" condition and bring the structure into compliance with all applicable codes. Neither I nor any subcontractor or agent will make any repairs or perform any work on the subject structure other than what has been included in the attached list. I UNDERSTAND THAT 1 AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES, IF ANY INSPECTION OF THE PROPERTY REVEALS THAT I, OR MY CONTRACTOR, HAVE MADE REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE APPROVED BUILDING PLANS. See attached itemized list. STATE OF COUNTY OF Before me this day personall VW. �' who, being duly swom, d g oses and ays tha a/she has read, understands, and agrees to comply with all the afo d c i19 Property OwnWs Signat re Sworn to and subscribed before me this n day of ra p D � Notary ublic State of _ My commission expires SNM AN SMA 1 1 1VtHtlGIp.7171V1 M IN120 P "���111P , 8011YQY IIUY —�r•—••l'YWi V�wW�>•1aWa SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE CONTRACTOR'S SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT AFFIDAVIT Property Address: A// Contractor's Name: Contractor's Company Contractor's Address: Contractor's Phone Number: ��o q — Contractor's State Registration or Certification Number: Contractor's We Registration Number (if applicable):__ XA 1 hereby attest that I, or a member of my staff, personally Inspected the subject property and produced the attached itemized list of repairs, reconstruction and/or remodeling which are hereby submitted for a Substantial Damage or Substantial Improvement Review. The list of work contains ALL OF THE WORK TO BE CONDUCTED on the subject property. If the property sustained Substantial Damage, this list of Work, will return th cture to at least its condition prior to damage and bring the structure into compliance with all applicable codes. I further attest that all additions, improvements or repairs proposed for the subject building are included in this estimate and that neither I nor any subcontractor or agent representing me will make any repairs or perform any work on the subject structure other than what has been included in the attached list. I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES, IF ANY INSPECTION OF THE PROPERTY REVEALS THAT I, OR MY CONTRACTOR, HAVE MADE REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE APPROVED BUILDING PLANS. See attached itemized list. STATE OF COUNTY OF Before me this day personally appeared , who, being duly sworn, deposes and says that he/she has read, understands, and agrees to comply with all the afor n Itio ' �� -A Contractor's Signature Swom to and subscribed before me this daypf 4 ' Notary Public State of. My commission expires: ,� 8ANDRAAt1#1�lBrA a= W C0A91AS M f FF 159120 EXPIRES: September 143 2018 11 ' eordW Thru Notary PuW c Utut mbr9 Application Cost Estimate of Reconstruction / Improvement This cost estimate of reconstructionlimprovement must be prepared by and signed by the contractor or by the owner if the owner acts as the contractor. Owners who act as their own contractors must estimate their labor cost at the current market value for any work they Intend to perform. Sub -Contractor Bids Contractor or Owng Estimates_ '5?90 Bid Amounts (see note "D") 1. Masonry 2. Carpentry Material (rough) 3. Carpentry Labor (rough) 4. Roofi 5. nsulation and Weather-strip 6. Exterior Finish (stucco) 7. Doors, Windows & Shutters 8. Lumber Finish 9. Hardware 10. Drywall 11. Cabinets (Built-in) 12. Floor Covering 13. Plumbing 14. Shower/Tub/Toilet 15. Electrical & Light Fixtures 16. Concrete 17. Built-in Appliances 18. HVAC 19. Paint 20. Demolition & Removal 21. Overhead & Profit Material Labor Cosla Costs=_�st���q �5 EC -EU � Miami Shores Village S O g APR 2 3 2015 Building Department BY' 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 )FBC 20 10 BUILDING Master Permit No. �EA-- jcc�—Ql�- PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC 19 ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL E] PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: � �V 96 IL(,-/—, `` `l rity Miami Sy hnrPc rniintMiami D;Idp An -39 l3 o?,S. Folio/Parcel#: .° ®/,v, 3 g T0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 7- Phone#: Address: Z2Z2 ME 0/- J1 —KEFT City: /f %� ��/ � �i ,5 State: �� Zip:. Tenant/Lessee Name: AffA Phone#: 1(Z14 Email: CONTRACTOR: Company City:—State: �� • Zip: Qualifier Name: 20 // &/ 1/�,r� /&- - - P h o n e # �la� State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: AIIA Address: % 6 City: A)lz State: _ Zip: Value of Work for this Permit: $ / �,e�L�c Square/Linear FgQ_Qf_IMgrk;.�s Type of Work: ❑ Addition ❑ Alteration ❑ New R e p a i Replace Demolition Specify color of calor zhrY,lile: Q AaeAV&� Submittal Fee $ Permit Fee $�,(-� .<Cz Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ - Bond $_�7� •0�)/ TOTAL FEE NOW DUE $ 3 2� 9 ' (Revised02/24/2014) Cq (`�0 �6 Bonding Company's Name (if applicable) A11A Bonding Company's Address City �lState 1/4G Zip/, Mortgage Lender's Name (if applicable) Mortgage Lender's Address 1J/A 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 se ays after the building permit is issued. in the absence of such posted notice, the inspection will not be appr,&yed a a reinspectfee will be charged. OWNER or AGENT Signature d CONTRACTOR The foregoing instrument was ac nowledged before me this The foregoing instrument was acknowledged before me this day of '.� I 20 /E : r5�r-- Ao 4 day of 1 20 r �- ho i��s_personally known - -—sntl}o+ eta sully known me or who has produced as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: �. �o,, SPORAMW KWA MY COMMISSI 159120 yr: t EX R 5: Ser 1 18 &AfW v htiq Sign Print: �Gf h e4- ra Seal: identification and who did take an oath. NOTARY PUBLIC: Sign: Print: MM Seal: rwk')") WGOh 1iFF159120 EXPIRES:S raw 142018 BWM ThM Nfty PuhBE"(Mperr bN APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores; Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONT CTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. a BUSINESS NAME: _ e BUSINESS ADDRESS3690 CITY /11 A STATEAZ- ZIP 2 BUSINESS PHONE: C305 FAXNUMBERG�ZAJ 6A CELL PHONE (365QUALIFIER'S NAME: QUALIFIER'S LIC NUMBER: 966-774 3 00 STATE OF FLORIDA DEPARTMENT OF BUSINES CONSTRUCTION INDUSTRI 1940 NORTH MONROE STR TALLAHASSEE FL 3231 BUSTA, JOHN ROBERT JOHN BUSTA ROOFING INC 300 NE 91ST STREET MIAMI FL 33138 Congratulationsl With this license you become one of the nearly _. one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfforldallcense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Departments initiatives. Our mission at the Department is: License Efficlen#ly, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Fkuida, and congratulations on your new license! DETACH HERE ` -3001415-01 STT#�� 0 ' � rN __zV,w STATE OF FLORIDA DEPAR BUSINESS. ND f'RO �ULA'IiON >: CCCQ580A81/03/2094' CERTIFI®R " BUSTA; JOH ::-JOHN BU$TA _ dN ; J9 CERTIFIEI?<-urtdec-tt a pYOKisiorts ofi Ch.488 f -3001415-01 STT#�� 0 ' � rN __zV,w .q n,RrX CERTIFICATE OF LIABILITY INSURANCE °A 'DD"'"Y' TYPE OF INSURANCE 0411 04/15!15 THIS CERTIFICATE IS ISSUED AS A MATTER OF )NFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER ft AUTHOR® REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: ti the certificate holder is an ADDITIONAL INSURED, the poRcy(les) must be endorsed. if SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statemerd on this certificate does not confer rights to the certificate holder in lieu of such endormnent(s). PRODUCER CT Southeast Insurance Agency PHONE (954)680-2255 No 954 6803208 5001 S University Drive Suite K .net Davis, FL 33328 DMOURN AFFORDING COVERAGE MAIC e INSURER A : ARCH SPECIALTY INSURANCE COMI*W Phone 954 680-2255 Fax (954) 680-3208 INSURED INSURER B INSURER C : JOHN BUSTA ROOFING INC. INSURER D : 300 NE 91 Street INSURER E: Miami Shores, FL 33138 (305) 219-9699 INSURER F: GOVEKAOL3 CERTIFICATE NUMBER: REVISION NUMBER THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECTTO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. MTSRR TYPE OF INSURANCE ADD POLICY NUMBERL[CY POLICY EXP LaITrS A GENERAL LIABILITY ER COMMERCIAL GENAL LIABILITY ❑ ❑ CLAIMS -MADE © OCCUR ❑ AGLOO22583-00 02/20!2015 022=16 EACH OCCURRENCE $ 1,000,000.00 DAMA©RENTED PREMISES o S 100,000.00 MED EXP (Ary one� P $ 10,000.00 MED & ADV INJURY $ 1,000,000.00 ❑ GENERAL AGGREGATE $ Z000,000.00 GENT. AGGREGATE LMT APPLIES PER: ❑ POLICY ❑ PRO- ❑ LOC PRODUCTS - COMPIOP AGG $ 1,000,000.00 $ AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ ALTOSN� ❑ AUTO�.SUIED NON -OWNED ❑ HIRED AUTOS ❑ AUTOS ❑ ❑ CO � SINGLE LIM3T BODILY INJURY (Pr Person) $ BODILY INJURY(Per acddefrt) $ �r =erd GE $ $ ❑ UMBRELLA LMB ❑ OCCUR ❑ EXCESS L1AB ❑ CLAIMS -MADE N I A EACH OCCURRENCE $ AGGREGATE $ ❑ DED ❑ RETENTION $ WORKERS COMPENSATIONWC E PLOYERS' LIABILITY Y I N ANY PROPRIETORIPARTN UVEXECUTNE OFFICERMAEMBER EXCLUDED? I d(yas InE.L. esotba under DESCRIPTION OF OPERATIONS below $ STATU 1:1 OR E.L. EACH ACCIDENT $ DISEASE - EA EMPLOYE $ EL DISEASE - POLICY LIMIT $ DESCRI+TION OF OPERATIONS I LOCATIONS I VEHICLES (Adaeh ACORD IN. Additional Rmnaft Selmdul% B mare spam isrequired) CONTRACTORS LICENSE#CCC-058048 CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE 10050 NE 2 AVENUE MIAMI SHORES, FL 33138-2382 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHOR® REPRESENTATIVE MASSIMO PULCINI ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) QF The ACORD name and logo are registered marks of ACORD 12/31/13 Repormewer =11 110096 • • CE2THWATE OF ELECTION TO BE EXEBIPT FROM FLORIDA WORKERS' COBWEIIISMION LAW: COI�TRUCTIONi INDUSTRY EXElI TM Tlft aeMM fia181e m ivtduai 6eled below has elected to be ammptlrom Florid %Whets Cin law_ EFFECTIVE DATE: 11202013 EXPIRA71ON NATE: 11/20/2015 PERSON: BUSTA JOHN R FSI: 651013141 BUSIMESS NAME AND ADDRESS: JOHN BUSTA ROOFING INC 30b NE 91 STREET SCE MFICKMOFHEMCHM8EE)U3WTWNMM 07-12 OESnO 4? 05M413-1809 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores., Florida 33138 Tel (305) 795.2204 Fax: (305) 756.8972 Notice to Owner —Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440,05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore, you may be personally liable for the worker compensation injuries of any =rson allowed to work under this permit. Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner Print N6 6ev:,i Signature: J 6 State of Florida ) County of Miami -Dade ) Sworn t and subscribed before m this day of , 20. By4'> (SEAL) EXPiRFS: SFtdt'm ;,2018 Bonded Ila, T::- • .. . k; a Eters Contractor Print Name% State of Florida ) County of Miami -Dade ) Sworn to d sutismibed before me this day of "� ►� e , 20—L!5... -}— By r�P.11l�l. h o W vl Type of Identification produced P (Se) ixg I IV Ic- rt o LO ;I SANORAANHWITA �+: r MY COMM ION # FF 159120 A EXPIRES: PISep nber 14, 2018 °!1t„ Notary Undew� April 23, 2015 State of Florida County of Miami Dade Before me this day appeared John Robert Busta who being duly sworn, deposes and says that he will be the only person working on the project located at 1219 NE 96 Street. Sworn to (or affirmed) and subscribed before me this 23rd day of April, 2015 by Personally known X Sandra A. Busta Print type or stamp Name of Notary �'"`�, 8MI�iAAlSI�ISTA -.. .? MY OMUSS M# ff 158120 UMES• SqW nber 14, MS ��,.: � Bor�TluulblaryPubOCI• ROQF TTPE Type: Natural❑ LPG 3 mew Roof 0 Re-RooH W a Rmwmft a Repair a vembm ROOF SYSnU 984)RJ►TM _ar Sleee Roof A� 12R1 Ste. MV%md Reel Ams (M TeMISM >Recn MOT mare uiusgaw an www aoo Ste, Wow ararrrs, scuppers, vveru■ our8 wW ovflow drahm Indude dknonskm of secftm and leveb, deo dmdNfv dfnemisrnnt: of almadmorl euatmna alllel lee wflal of n anlnnia_ ramai-=W--aG-W4iFrkiiniGiiiinnoaaasaMai i IR2■II1d11IN all Manson dill/�fi1=Palk`.�illt ■/§�■i/iiiliBiiiM■i■Ma/Mica■ vsvll It2KllL7lrmomtiiAumoito■1muIt�i�l������t� a, ��)Zi�;/61Lf■■■iii■■■■�■i�i■■t■�i■iii■■■■a■ 3AiL.2i '1"■/■i■■ iii■■ ■■■ii/■■ ■ a�ll� t�falQr iL•+taiiii■i ■/�/:i■iit/i/w/��A�i�irlri� a 9ti`,iL1Yri/!lliMi/r■■/Miiiiiii-i-iRwA-- ti�m •cV/PSrii/11:■■■■■■/iiiiii/iii■it■iii�iiii talk wi4/ilii■tri■■/Aiiii/i■■■■■fiiiiU:i I4.20MUINW).11i■MMraaMi/pIMM■aiiiliii/iMia/0 10 A/411106 !l 4(volit■■M ■eon■annKrim /iii/i■ii/■■t■■i eral■i5.�r►;�e�71r1■p■r'■■iliili■/■i■■■■■■■i�Mii will 24 r1iFyX7i//■Mi■C*41M■ e IdAa Ilar lIIStilti■it/1 iii■MitttttiMMiiiM'/M! Mf'--■ 1 CrllaAi/PIffi11/Bail ■ilii■i■ii■ii■/ii/,�LMlit\ Ir:1ar'fit'tilll■1�l//ll,iiti/iiiiii■■■■ilTiit� AL 111!�it:lii:016 ■/i:r�ar_/ialka�aarr�r�.�va;��� d110 11f(■■if ■ �JltfMii71■rittiii/lliar■i:l:tli:iatia 11�%( Tie �IA���A:m#Atorri11l1m■rm1[ t�1r11i;11 IiliRMi:Milli■■■1■/>t/■■■///it■■■lt■■!iJi�1i!//■ Florida Building Code 2010 Edition High Velocity Hurricane Zone Uniform Permit Application Form AmMoon C_(Low Sloped Roof MOWN Fill In SpecBlc Roof fly Caff"n ft Farr Spacing for Andwd8use Sheet and Mwdffy 11rurufa urer Aftachmwwk (If a cow Is w Used. Iftft as %A' 9 sysian, NGAW13-ate 1 /.� s7.7.,. 1, ! :til .• i t: .. r Ir:.ii. � 1 Number of Fa tonem Per Insulation Board uhr I b, I I compormft Now and Demos as Applicalft: Base &F 8) & Pic. of MAMA 20 FT. MM Roof He%" OM C Florida Building Code 2010 Edition High Velocity Hurricane Zone Uniform Pennit Appiicaion Form Section D tS#eea_Sloaed Roo_;m) Roof -System Manufacturer: Nom of Acceptance Number: /Z' 0, 02 , 2Z /RAS 127 or Ca�latloni* Minimum Design Vftd Pressures, N ApplkwWe (From Mwdmum Design Pressure ram the NOA §pecifle . aq�2: Mediod of this aNachnreet 31-fc ! �� J ' /��✓ 9 ' /� �: . = i. ILT77, _ . 6L Deck Type: Florida Building Code 2010 Edition High Velocity Hurricane Zone Uniform Permit Application Form S—ction, E (Tile Calciul_on_s) For MomeW based the systems, choose ekber Method 1 or 2. Compared the wdues fW M,wf& the vdaes Am Mf*. Iithe Mt TAW are greaten" to or equal to tt Mr vat im for each area of the roof, Sm the tae attachment mod is aceepta]l& M 1 esht Bored Per RAS 1ZT' �y (Pa: : _ NOA 111Th (Pa• z 7l FNOA a �a Method 2 "Sbnp=W Tile Cakdodon Per Table Below" Required Moment of Resistance @Q From Table Below NOA M, *Must be used in conjunction with a list of moment )and We systems endorsed by the Browerd County Board of Ada and Appeals. For UpM based the ase Method 3. Compared the values for r with the vahhes for X. If the F0 values are greater than or equal to the x vah"% for each am -of the roof., teen the Me adachm gt mWlod is aced Method 3 "UpHR Based Tfle Comlaftm Per RAS 1270 (P,: :L•_=�: w:a,)—W:_:eosti:_= F.,: NOAF' (Pa: zL• =�z w:=_)—W zws8:_= Fre. NOA F (Pa:—zl: mTz w:——W:_zeas8:a= Fm: NOAF Informathm to GAF 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section 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: GAF Conventional Built -Up Roof Systems for wood Deeks. 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 NOA renews and revises NOA No. 13-0424.09 and consists of pages 1 through 16. The submitted documentation was reviewed by Jorge L. Acebo. APPROVED NOA No.: 13-1022.15 Expiration Date 11/04/18 Approval Date- 11/06/14 MIAMFDADE MIAMI RADE COUNTY vffl = PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIMION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) V m V'.nbi;aTh1203e.g0T/ec0n0 M GAF 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section 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: GAF Conventional Built -Up Roof Systems for wood Deeks. 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 NOA renews and revises NOA No. 13-0424.09 and consists of pages 1 through 16. The submitted documentation was reviewed by Jorge L. Acebo. APPROVED NOA No.: 13-1022.15 Expiration Date 11/04/18 Approval Date- 11/06/14 ROOFING SYSTEM APPROVAL Ca 1 ': Roofing Sub -Category BUR Material: Fiberglass Deeek Type: Wood Maximum Design Pressure: -75 psf. TRADE NAMES OF ]PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions GAFGLAS®#75 Base 39.37" (1 meter) Sheet Wide GAFGLAS* #80 Ultima? 39.37" (1 meter) Base Sheet Wide GAFGLAS® F1exPly 6 39.37' (1 meter) Cap Sheet Wide GAFGLAS® Ply 4 39.37" (1 meter) 39.3T'(1 meter) Wide TABLE 1 Test Product Specification Description ASTM D4601 Type H asphalt impregnated and coated glass mat base sheet. ASTM D4601 Type H asphalt impregnated and coated, fiberglass base sheet. ASTM D2178 Type VI asphalt impregnated glass felt with asphalt coating. ASTM D2178 Type IV asphalt impregnated glass felt with asphalt coating. GAFGLAS® Mineral 39.37' (1 meter) ASTM D3909 Asphalt coated, glass fiber mat cap sheet surfaced Surfaced Cap Sheet Wide with mineral granules. GAFGLAS® EnergyCap 39.37" (1 meter) ASTM D3909 Asphalt coated, glass fiber mat cap sheet surfaced BUR Mineral Surface wide with mineral granules with factory applied Cap Sheet EneWCote GAFGLAS® Stratavent® 39.3T'(1 meter) ASTM D4897 Fiberglass base sheet coated on doth sides with Eliminator Perforated Wide asphalt. Surfaced on the bottom side with mineral Venting Base Sheet granules embedded in asphaltic coating with factory perforations. GAFGLAS® Stratavent® 39.37" (1 meter) ASTM D4897 A nailable, fiberglass base sheet impregnated and Eliminator Nailable Wide coated on both sides with asphalt. Surfaced on the Venting Base Sheet bottom side with mineral granules embedded in asphaltic coating. Ruberoie SBS Heat- 39.3T'(1 meter) Weld' Smooth Wide Ruberoie SBS Heat 39.37" (1 meter) Weld 25 Wide Ruberoid® 20 39.37" (1 meter) Wide Ruberoie Mop Smooth 39.37" (1 meter) wide ASTM D6164 Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. ASTM D6164 Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. ASTM D6163 SBS modified asphalt base sheet reinforce with a glass fiber mat. ASTM D6164 Non -woven polyester mat coated with polymer - modified asphalt and smooth surfaced. NDA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description FireOuim Fire Barrier 5, 55 gallons Proprietary Low VOC, water based fire barrier coating. Coating VersaShieieFire 350 sq. ft. roll Resistant Roof Deck Protection Topcoat® Surface Seal 5 gallons SB APPROVED INSULATIONS: EnergyGuarC Polyiso Insulation EnergyGuar(r RA Polyiso Insulation EnergyGuarC RN Polyiso Insulation EnergyGuard m Perlite Roof Insulation EnergyGuar(r Perlite Recover Board EnergyGuarC RA Composite Polyiso Insulation SecurocV Gypsum -Fiber Roof Board Structodek' High Density Fiber Board DensDecV Roof Board ASTM D226 Non -Asphaltic Fiberglass Based Underlayment. ASTM D6083 Solvent based sprayable thermoplastic rubber sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Perlite insulation board. Perlite recover board Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation Gypsum roof board High density fiber board Gypsum board Manufacturer (With Current NOA) GAF GAF GAF GAF GAF GAF United States Gypsum Corp. Blue Ridge Fiberboard, Inc. Georgia-Pacific Gypsum LLC NOA No.: 13-1022.15 twAne county Expiration Dote: 11/04/18 PP • Approval Date. 11/06/14 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Num -be Name Descrintion Dimensions ff-Ai Current NOM 1. Drill -Tec # 12 Fastener Insulation fastener for steel, various GAF wood & concrete decks. 2. Drill-Tec"m #14 Fastener .Insulation fastener for steel, various GAF wood & concrete decks. 3. Drill -Tec XHD Fastener Carbon steel extra heavy duty Various GAF fastener used in steel decks. 4. Drill -Tec"' ASAP 3S Drill -Tec"' #12 Fastener with Various GAF Drill -Teem 3" Standard Steel Plate 5. Drill -Tec"` 3" Steel Plate Round galvalume stress plate 3" round GAF used with DrillTec"' fasteners. 6. Drill -Tec"' 3" Standard Steel Round galvalume plated steel 3" round GAF Plate stress plate with reinforced ribs for use with Drill -Tec fasteners. 7. Drill -Tec AccuTrae Flat AZ -SS aluminized steel plate 3" square GAF Plate for use with Drill -Tec"` #12 Fastener, Drill -Tec"` #14 Fastener and Drill-TecT' #15 Fastener. 8. Drill-Tec'm AccuTraco Galvalume Steel plate for use 3" square GAF Recessed Plate with Drill -Teem fasteners. NDA No.: 13-1022.15 zm!M E�rmr Expiration Date: 11/04/18 R Approval Date: 11/06/14 EVIDENCE SUBMITTED: Test Agenev Test Identifier Deserigtian Date Factory Mutual Research Corp. J.I.2B8A4.AM 4470 07/02/97 J.I.3B9Q1.AM 4470 01/08/98 LL ODOA8.AM 4470 07/09/99 J.I.ODIA8.AM 4470 07/29/94 J.I.OY9Q5.AM 4470 04/01/98 3029832 4470 05/11/07 UL LLC R1306 UL 790 07/22/13 PRI Construction Materials GAF -012-02-02 ASTM D4977 11/06/01 Technologies, LLC GAF -020-02-01 ASTM D4977 02/01/02 GAF -082-02-01 ASTM D6083 05/07/06 GAF -084-02-01 ASTM D6083 05/09/06 GAF -270-02-02 ASTM D226 11/15/10 GAF-276-02-01Rev ASTM D6083 12/16/10 GAF -276-02-02 ASTM D226 11/15/10 GAF -306-02-01 ASTM E96 07/07/11 GAF -314-02-01 ASTM D2178 08/23/11 GAF -315-02-01 ASTM D2178 08/23/11 GAF -369-02-01 ASTM C1289 10/22/12 GAF -417-02-01 ASTM C1289 05/28/13 GAF -464-02-01 ASTM C1289 10/22/12 GAF -499-02-01 ASTM D6083 03/12/14 GAF -500-02-01 ASTM D6083 03/12/14 IRT of S. Fl. 02-005 TAS 114 01/18/02 02-014 TAS 114 03/22/02 Trinity ERD G30250.02.10 -3-R1 ASTM D3909 11/26/12 G31360.03.10 ASTM D6164 03/31/10 G33470.01.11 ASTM D6164 11/16/11 G34140.04.11-2 ASTM D6163 04/25/11 G34140.04.11-4 ASTM D6401 04/25/11 G34140.04.11-5 ASTM D4897 04/25/11 G34140.04.11 -5 -RI ASTM D4897 10/18/13 G40630.01.14 -2A-1 ASTM D6164 01/07/14 643610.01.14 ASTM D3909 01/22/14 G6850.08.07-1 ASTM D3909 08/13/07 G30250.02.10 -3-R1 ASTM D3909 11/26/12 NDA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Membrane Type: BUR Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier. FireOufm Fire Barrier Coating, VersaShiele Fire Resistant Roof Deck Protection or (optional) SecurocO Gypsum Fiber Roof Board. Base sheet: GAFGLAS® #80 Ultima' Base Sheet, Stratavene Eliminator Nailable Venting Base Sheet, Ruberoie 20, Ruberoie SBS Heat -Weldor Smooth or Ruberoie SBS Heat -Weld' 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® FlexPly 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure -45 psf. See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® F1exPly 6, GAFGLAS® #75 Base Sheet or any of alcove base sheets attached to deck with DrillTec #12 Fastener or Drill -Tec #14 and Drill - Tec 3" Steel Plate, Drill -Tee AccuTrae Flat Plate or Drill TecTdAccuTraco Recessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure -45 psf. See General Limitation #7) GAFGLMS Flex Ply"' 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure S2.S psf. See General Limitation #7) GAFGLAS® #80 Ultima' Base Sheet, Ruberoie 20, Ruberoie Mop Smooth, base sheet attached to deck with approved 1'/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf. See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -Teo ft #12 Fastener or Drill -Tec' #14 Fastener and Drill -Tec' 3" Steel Plate, Drill -Tec' AccuTrae Flat Plate or Drill -Tec' AccuTraco Recessed Plate 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf. See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tee insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf. See General Limitation #7) NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Fastening Options: GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -Tec` (Continued) #12 Fastener or Drill -Tee #14 Fastener and Drill -Tec 3" Steel Plate, Drill -Tec'°` AccuTrae Flat Plate or Drill -Tec AccuTrac® Recessed Plate 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf. See General Limitation #7) Ply Sheet. One or more plies of GAFGLAS® Ply 4 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCap'm BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbsJsq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 4001bsJsq. and 3001bsJsq. respectively in a flood coat of approved asphalt at 601bsJsq. 2. Topcoat® Surface Seal SB applied at Ito 1.5 galJsq. Maximum Design Pressure: See Fastening Options NOA No.: 13-1022.15 rnaha�wecounrnr Expiration Date: 11/04/18 "APPROVED Approval Date: 11/06/14 WOOD DECK SYSTEM LDWATIONS: 1 A slip sheet is required with GAFGLAS" Ply 4 and GAFGLAS® Flex Ply' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum I/4" DensDecO Roof Board or Y2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIlVIITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The fust layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EW range and at a rate of 20-40 lbsJsq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 2751bf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter hailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NDA No.: 13-1022.15 ppppECp5 Expiration Date: 11/04/18 ®� Approval Date: 11/06/14 MIAM4` -- MIAMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADNvNiSTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) e,,r m miamidade.gyov/vera Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA. 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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: Villa 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 Oficial. This revises NOA# 11-0714.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. iaPPROVED NOA No.: 12-030812 Expiration Date: 1102/16 Approval Date: 0621/12 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Villa Concrete Roof Tile, as manufactured by Boral Roofing, LLC in Katy, TX. 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 Anulicant Dim usious Villa Tile 1=161/2 " w= 13" %2" thick Trim Pieces 1= varies w = varies varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Katy, TX 2.2 EVIDENCE SUBMTI"10ED Test Asenc� Nutting Engineers Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies (APPROVED Test Product ,S-necifications ye scriutioi TAS 112 Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail - on, mortar or adhesive set applications. TAS 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Test Identifier Test Name/Report Date 13343.1 TAS 112 06/15/06 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & TAS 102(A) 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108 (Nail -On) P0402 Withdrawal Resistance Testing of screw Sept. 1993 vs. smooth shank nails 94 -WB Static Uplift Testing March, 1994 TAS 101 (Adhesive Set) 94-084 Static Uplift Testing May 1994 TAS 101 (Mortar Set) P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) NOA No.: 12-0308.22 Expiration Date: 11/02/16 Approval Date: 06/21/12 Page 2 of 7 2.2 EVIDENCE SUBMITTED Test Agency 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. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier 224-47099 25-7094-1 25-7094-7 25-7094-4 Project No. 307025 Test #MDC -76 25-7183-1 25-7183-2 25-7214-2 25-7214-6 528454-2-1 520109-2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Test NameJRwe Physical Properties TAS 112 Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing TAS 102 (4" Headlap, Nails, Battens) Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Wind Driven Rain TAS 100 Static Uplift Testing TAS 102 (2 Quik Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing TAS 101 Aerodynamic Multiplier 25-7183 25-7094 25-7496 25-7584 25-7804b-8 25-7804-4 & 5 25-7848-6 Aerodynamic Multipliers Two Patty Adhesive Set System Date Sept. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 March 1999 March 1995 February 1996 April 1996 December 1996 April 1999 April 1999 NOA No.: 12-0308.22 r w�E COUNTY Expiration Date. 11/02/16 Approval Date: 06/71/12 Page 3 of 7 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set file applications, a static field uplift test shall be performed in accordance with TAS 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. 4. INSTALLATIQN 4.1 Villa 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 (VII) and Dimensions (I x w) Tile Profile Weight W (lbf) Length -I (ft) 1 1 Width -w (ft) Villa Tile 10.4 1.375 1.08 Table 2: Aerodynamic Multipliers - X (ft) Tile Profile % (ft) Batten Application 2 Oft) Direct Deck Application Villa Tile 0.267 0.289 Table 3: Restoring Moments due to Gravity - Mg (ft-lbf) Tile Profile 3":12" 4":12" 6":12" 6":12" 7":12" or greater Villa Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.57 6.30 5.48 6.18 1 5.37 6.05 5.24 5.90 5.09 5.73 NOA No.: 12-0308.22 MIAM4DAQE COUNTY JAPPROVEDI Expiration Date: 11/02/16 Approval Date: 06/21/12 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 16132" plywood) Direct Deck (min.19132" plywood) Battens Villa 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 43.0 T 67.5 50.9 F Installation with a 4" tile headlap and fastemers are located a min. of 2"N from head of tile. Table 6: Attachment Resistance Expressed as a Moment Mf (ft4bf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Villa Tile Adhesive 26.1 2 See manufactures component approval for installation requirements. 3 Flebble Products Company TileBond Average weight per patty 11.4 grams. 3M'-" 2 -Component Foam Roof Tile Adhesive AH -160 Average wei ht per patty 8 grams. rwarf�e cout�rrr NOA No.: 12-0308.22 Expiration Date: 11/02/16 Approval Date: 06/21/12 Page 5 of 7 Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Villa Tile 3M 2 -Com nent Foam Roof Tile Adhesive AH -160 86.61 3M 2 -Component Foam Roof Tile Adhesive AH -160 45.5 4 Large wd-dy placement of 54 rams 5 Medium paddy placement of 24 rams rwarf�e cout�rrr NOA No.: 12-0308.22 Expiration Date: 11/02/16 Approval Date: 06/21/12 Page 5 of 7 Table 8: Attachment Resistance Expressed as a Moment - MI(ft-lbi) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Villa Tile Mortar Set 20.60 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". BORAL ROOFING LLC, VII.LA TILE (KATY, TX) LOCATED UNDERNEATH TILE 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 Building Official or Applicable building code in order to properly evaluate the installation of this system. NOA No.: 12-0308.22 Expiration Date: 11/02/16 Approval Date: 06/21/12 Page 6 of 7 PROFILE DRAWING i- JAPPROVED I` y �� VILLA CONCRETE ROOF TILE END OF TFUS ACCEPTANCE Bit NOA No.: 12-0308.22 Expiration Date: 11/02/16 Approval Date: 06/21/12 Page 7 of 7 MIAMI -DADS, a MIAM DADE COUNTY v - -- PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Sfte% Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) nt tvs.miamidadg°a Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section 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: Polyglass Polystick Underlayments 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 revises NOA #12-0713.02 and consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. APPROVED NOA No.: 14-0717.08 Expiration Date: 09113116 Approval Date: 01/22/15 ROOFING COMPONENT APPROVAL C teeorv: Roofing Sub-Cateaorv: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: NOA No.: 14-0717.08 rae►rtan�►oecountrr Expiration Date: 09/13/16 • Approval Date: 01/22/15 Test Product Product Dimensions Specification Description Polystick MTS Roll: TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing Location 658" x 3'3 3/8" membrane, glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick MTS Plus Roll: TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing Location 65'8" x 3'33/8" membrane, glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick IR Xe Roll: ASTM D 1970 A fine granular/sand top surface self -adhering, Manufacturing Location 65' x 3'3-3/s" APP polymer modified, fiberglass reinforced, #1 & #2 Or 65' x 3' bituminous sheet material for use as an 60 mils thick underlayment in sloped roof assemblies. Designed as an ice & rain shield. Polystick TU Plus Roll: TAS 103 and ASTM A rubberized asphalt self -adhering, glass - (Surface Printing) 65' x 3'33/8" D 1970 fiber/polyester reinforced waterproofing Manufacturing Location 80 mils thick membrane. Designed as a metal roofing and roof #1 & #2 file underlayment. Polystick TU P Roll: TAS 103 and ASTM A rubberized asphalt waterproofing membrane, Manufacturing Location 32'10" x 3'V/8" D 1970 glass-fiber/polyester reinforced, with a granular #2 130 mils thick surface designed for use as a tile roof underlayment. Polystick Tile Pro Roll: TAS 103 and ASTM A rubberized asphalt self -adhering, glass - Manufacturing Location 61' x 3'33/8" D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. Polystick Dual Pro Roll: TAS 103 and ASTM A rubberized asphalt self -adhering, glass - Manufacturing Location 61'x 3'33/8" D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and ropf file underlayment. NOA No.: 14-0717.08 rae►rtan�►oecountrr Expiration Date: 09/13/16 • Approval Date: 01/22/15 PRODUCTS DESCRIPTION: Product Polystick TU Max Manufacturing Location #2 Test Dimensions Specification Product Descrintion Roll: TAS 103 and ASTM A rubberized asphalt self -adhering, polyester 65'8" x 3'3-3/8" D 1970 reinforced waterproofing membrane. Designed as 60 mils thick a a roof tile underlayment. Elastoflex S6 G Roll: TAS 103 and ASTM Polyester reinforced, SBS modified bitumen 32' 10" x 3' 3-3/8" D6164 membrane with a burn off polyethylene or sanded back face and a granule top surface. For use in roof tile underlayment systems. MANUFACTURING PLANTS: 1.Hazelton, PA 2.Winter Haven, FL EVIDENCE SUBMITTED: Test Amencv Test Identifier Test Name/Report Pi, Trinity BRD P10870.09.08 -R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 & G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798 & G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798 & D1970 10/19/11 P40390.08.12-1 TAS 103 & TAS 110 08/06/12 P40390.08.12-2 ASTM D 1623 08/07/12 P40390.10.12 ASTM D 1970 10/03/12 P37590.07.13-1 ASTM D6164 07/02/13 P45270.05.14 TAS 103, TAS 110 & ASTM 05/12/14 D1623 P46520.10.14 ASTM D1623 10/03/14 P44360.10.14 TAS 103 & TAS 110 10/07/14 P43290.10.14 ASTM D 1970 & TAS 110 10/17/14 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-089-02-01 TAS 103/ASTM D4798 & G155 07/06/09 Momentum Technologies, Inc. JX20H7A TAS 103/ASTM D4798 & G155 04/01/08 RX14E8A TAS 103/ASTM D4798 & G155 11/09/09 DX231)8B TAS 103/ASTM D4798 & G155 02/18/10 DX231)8A TAS 103/ASTM D4798 & G155 02/18/10 NOA No.: 14-0717.08 Expiration Date: 09/13/16 Approval Date: 01/22/15 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(1) Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick membranes self -adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(2) Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Elastoflex S6 G, hot asphalt applied Surfacing: See General Limitations Below. Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(3) Base sheet mechanically fastened deck, subsequent cap membrane self- adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Ply Sheet: Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical (Optional) laps. Membrane: Polystick TU Plus, self -adhered Surfacing: See General Limitations Below. NOA No.: 14-0717.08 Expiration Date: 09/13/16 Approval Date: 01/22/15 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3-'/Z" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be Pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. GENERAL LIlVIITATIoN5: 1. Fire classification is not part of this acceptance. 2. Polystick MTS, Polystick MTS Plus, Polystick TU Plus, Polystick Tile Pro and Polystick Dual Pro may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof file systems. Elastollex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. sure Imo. . . ns (days) MTS IR -Xe Elastoflex S6 G TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus Winter Haven, FL. 180 90 180 180 180 180 180 90 180 Hazelton, PA. N/A 90 N/A 180 N/A I N/A N/A N/A N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. NOA No.: 14-0717.08 �a�n naoE counmr Expiration Date: 09/13/16 JAPPROVEDI Approval Date: 01!22/15 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU Plus, Polystick Tile Pro, Polystick TU Max or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof file applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9a. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Elastoflex S6 G Polystick TU Plus, Polystick TU Polystick MTS TU P, Tile Pro, Max Plus' Dual Pro Flat Tile Prohibited 4:12 No limitation No limitation 5:12 without battens Profiled Tile Prohibited 4:12 No limitation No limitation 4:12 without battens 9b. The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all times. 'The following limitations shall be apply when using Polystick MTS Plus: Slopes up to those shown in the table above will require stagging of tiles — two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles. (See Figure 1 below) Battens shall be used for stagging of lugged tiles above 4:12 Battens shall be used for stagging of flat tiles above 5:12 4e Slope Figure 1: Stagging Method There shall be no roof slope limitation for the Polystick MTS Plus / Polystick TU Plus two-ply underlayment system when a applied using the stagging method outlined above. NOA No.: 14-0717.08 MWMI-DADE COUNTY Expiration Date. 09/13/16 Approval Date: 01/22/1$ 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. as CL 0 as N T 1 m Phi Deck prepared with POLI'SfICKTU Ria 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, Polystick MTS Plus, Polystick IR -Xe, Polystick TU Plus, Polystick TU P, Polystick TU Max, Polystick Dual Pro, Polystick Tile Pro or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, Polystick MTS Plus, Polystick 1R -Xe, Polystick TU Plus, Polystick TU P, Polystick TU Max, Polystick Dual Pro, Polystick Tile Pro or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, Polystick MTS Plus, Polystick IR -Xe, Polystick TU Plus, Polystick TU P, Polystick TU Max, Polystick Dual Pro, Polystick Tile Pro or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. BUILDING PER.NIIT REQUII mws: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 14-0717.08 Expiration Date. 09/13/16 Approval Date: 01/22/15 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" O.C. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back - nailed (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. S. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens, as required by the file manufacturers NOA's, must be used on all projects for pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6'/4"/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. S. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 8944563. NOA No.: 14-0717.08 rnar�anan� counrnr Expiration Date: 09/13/16 1APPRApproval Date: 01/22/15 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NBCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS .REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 14-0717.08 Expiration Date. 09/13/16 Approval Date: 01/22/15 I I MIAMI-DADE'', MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Shu*, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) DIC1-nB Dhi; i 2 pec®n 3M Company 3M Center Building 0220-05-E-06 St. Paul, MN. 55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER -Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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: 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 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 atter 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 revises NOA 13-0502.02 and consists of pages I through 11. The submitted documentation was reviewed by Alex Tigera. ¢� NOA No.: 14-05.01 O ED 1 E t1on.Date: 05/10/17 Approval Date: 09/04/14 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3Mrm 2 -Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do 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 tile systems using 2 -Component Foam Roof Tile Adhesive AH -160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Descriat�ion Specifications 3Mrm 2 -Component N/A Foam Roof Tile Adhesive AH -160 Foam Dispenser N/A RTF1000 ProPackS 30 & 100 N/A TAS 101 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 attachment resistance values with the use of 2 -Comment Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Test Density ASTM D 1622 Compressive Strength ASTM D 1621 Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor Transmission ASTM E 96 Dimensional Stability ASTM D 2126 Closed Cell Content ASTM D 2856 Results 1.61bs./ft 3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 LbsJFt2 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. APPROVED NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier Test Name/Report Date #94-060 TAS 101 04/08/94 257818 -IPA 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 NB -589-631 ASTM D 1623 02/01/94 9637-92 ASTM E 108 04/30/93 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 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 LIMITATIUNS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3M7 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high the 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 3M7 2 -Component Foam Roof Tile Adhesive AH - 160 roof the adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 14-0505.01 APPROVrw►rtw�e ED Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 3 of 11 INSTALLATION: 1. 3MTm 2 -Component Foam Roof Tile Adhesive AH -160 maybe used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of 3MTm 2 -Component Foam Roof Tile Adhesive AH - 160. 2. 3MTm 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof file assembly's adhesive attachment with the use of 3MTm 2 -Component Foam Roof Tile Adhesive AH -160 shall provide sufficient attachment resistance to meet or exceed the resistance value 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. 3MTm 2 -Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTm 2 -Component Foam Roof Tile Adhesive AH - 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 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)• 6. 3MTm 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTm 2 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. & Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after 3MTm 2 - Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTm 2 -Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. NOA No.: 144W5.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High Profiles All Eave Course 17-23 sq. inches 45-65 Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile, 9-11 sq. inches at overlap Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 grams per bead edge) 20-25 sq. inches each bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. TrT jAPPROVED BUILDING PERMIT REQUIItmmis TS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 5 of 11 ADHESIVE PLACEMENT DETAIL N 1 NAd IMIdill- PfASUL Wa�ftl PaMir i6cas,alli TJQ aAir lucitsit"'. l01a. "ittaninvo,*rial F Ovt rtwf to lam FA'tib E"M (10'U" Mail through plasiw coin ol 1wit-ne'-quirt.d. Faie's Nail VI'Mush plastic .. fff ,Wleenrecitc,jedl Paddy 16.nalh Til.) It Z10 4n. x 2 in. w"lv daacns Op"Hal 10� V 14 clossil. or, Flat/Low Profile Tile 1. Starting at the cave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm.) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set 2. Continue in same manner. Insure approximately 17 (109.7 cm) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm.) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 1. Starting at the cave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm) — 23 (148.4 cm2) square inch adhesive contact with the underside of the Me. NOS, No.: 1440805.01 Expiration Date-- 05/10/17 Approval Date- 09/04/14 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 t.il lhwugh pl+tlit t.m.n1 paddy ia-wsll+W t ®►sun's rmwrgd� 41rv4vr3�ym.nl � � �&*V 7cn 8ittsess ��pttnal EaOw Cousw • • FaWA E bIQ (►fl4VIF Nail tht""h plaoir r.rn.nt wh.n r.quirtdl pamy'Bvnaath IdeWi as AJ r:... (lattrne apt�:+naB v,4 y , *,Ip a is Esv. Cour. - a..r �' f.iru APPROVED��� Flatf[Aw Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2) -12 (77.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the file being set. Insure approximately 17 (109.7 cm) — 23 (148.4 cm2) square inch adhesive contact with the underside of the We. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the file closest to the overlock of the file being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) -14 (90.3 cmz) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 7 of 11 ADHESIVE PLACEMENT DETAYL # 2 (CONTINUED) Nall though plasty <emcnt- when tequued , p.dd, M."&Ih ril. >ti P �21n r Battens eptional • CaveCnuiw � � '� �'' ¢auin � �. ►9wphc.Is Dnp adge APPROVED High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the file closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x T' (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 1 T' (109.7 cm2) -19 (122.6 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 14-0805.01 Expiration Date- 05/10/17 Approval Date: 09/04/14 Page 8 of 11 • ADnEsivE PLACEmzNT DETmL # 3 Nail through plastic cement Paddy rbetween tilesa (when required) ( Battensoptional ° Paddy lunder tile) Single paddy on top of rile 4x4in. SinglepaddV under Single paddy on undedayment t'2 x a m. Loin. Eave closwe Flat/Low Profile Tile Nail through plastic cement Single paddy under the (when required( / r Paddy(between tiles Battens Paddy (under tile) optionalti� -� v single paddy on top of the .f4in. Sin rtlepaddy on 2Y4in.' n efayment, - Oil.01. J J to m, 2 in.� Eave aowre Eave Canrse Fasda +` yAPPROVED Medium Profile Tile 1. On the cave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat file or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (10 1.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 int (109.7-148.4 cm) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the undedayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8-9 int (51.6-58.1 cm) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: QP/04/14 Page 9 of 11 V ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nail through plastic cegerr! Single paddy under file (when required) paddy !between tiles, Battens optional ., - /Paddy tunder tile) an eda Wigle 2Yain paddy on ��•-. top of file E cow Weephole t0in.2 Eave dosure Drip edge &1164 JAPPROVED High Profile Tile 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (19 mm) paddy on top of the cave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm) -11(71cm) square inch adhesive contact with the underside of the the at the overlap and 7 (45.2 cm) - 9 (58.1 cm) square inch adhesive contact with the underside of the the at the head of the tile. Continue in same manner. NOA No.: 140805.01 Expiration Date- 05/10/17 Approval Date: 09/04/14 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL I l Piece enough adhesive to achieve 65 to 70 sq in. Steep pitch applications in contact with the pan tile. (when required) 2) Tum covers upside down. Place adhesive in to t in. from outside edge of cover tile. Then install the tile. Ensure 20 to 2S sq. in. contact area. Underlayment - t - Sheathing Eave closure (motar shown) Weephoie Fascia Board Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) Tile 1. Starting at the cave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support cave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm) — 70 (451.6 cm) square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm) - 25 (161.3 cm2) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used END OF THIS ACCEPTANCE NOA No.: 144)805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 11 of 11 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. 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 Section R4402 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. 1. Aesthetics -Workmanship. The workmanship provisions of Section R4402 are for the purpose of prthatthe roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) 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. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be re ordance with the current provisions of Section R4403. (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 )ne hboring units (Le. townhouses, condominiums, etc.) In buildings with common roofs, the roofing contra r and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking ed 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. This 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 m 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.Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not 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 the requirements of Sections 114402, R4403 and R4413. 7 Ventllation: Most roof structures should have some ability to vent natural airflow through the int o the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Exception: Attic spaces, ' ned by a Florida licensed engineer or registered architect to eliminate the attic 40wn, ventin hall n be r ired. /4� �`� /✓/✓� is gent's Signature Date Contractor's Signature f_l9�6sr- Property Address Permit Number