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RF-09-1116
03lIolw lov BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address 11 3 00 fk) €- City 0 S or e`a State Job Address (where the work is being done) 1 0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Roofing t3trry tl ��r 8 [ Phone# 2 e- P L.. Zip 3 3 Tenant/Lessee Name Phone # City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Z 1 3 6 06 Coo W Is Building Historically Designated YES NO s Contractor's Address if / S NA City sg Pah 1 Contractor's Company Name State Qualifier Name Ceol 1/43,461/./...)c State Certificate or Registration No. Z(f /3 2 10 9 q Value of Work For this Permit $ 62000, O A Type of Work: ['Addition ['Alteration Describe Work: Miami Shores Village FMEEME1 Building Department JUL 0 6 2009 i ii ' Mb le A /I o s IU0 6 Submittal Fee $ ° S 0.0D Permit Fee $ Notary $ Training/Education Fee $ ` p� .40 Scanning $10:00 Radon $ DPBR $ BY: Permit No. Ncoct-itto Master Permit No. 3o -Mci -3785 Zip 3 3 / Zip Phone # 561 a 3 9• f Z 3 Phone# /9 2 3 Certificate of Competency No browyri - Architect/Engineer's Name (if applicable) Phone # r WS4UiarGJ Linear Fuolat, X13 , ?q iluL n u3 vM .. s`tO 38©Ct+0; mai .13 e e e Oittek-e- 7, ❑ Demolition **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ 5 `). g-O iC Technology Fee $ jig . Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 594-0 See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must . promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will t be a oved and a reinspection fee will be charged. Signatur <. ,? ; i. , ' 4 �' Signature I Contractor (Revised 07 /10/07) NOTARY PUBLIC: Sign: Print: L v%kc S. INV Owner or Agent My Commission Expires: ( I J 6) 13 APPLICATION APPROVED BY: The foregoing instrument was acknowledged before me this 3 The foregoing instrument was acknowledged before me this_ 6_ day of -).A. - , 20 Oc`I, by k Iex cAziOtawes , day of who is persona known to me or who has produced who is pe As identification and who did take an oath. `i,,piisa LINDA S. MITTS 4 0; Notary Public - State of Florida • •1 My Comm. Expires Jun 16, 2013 Commission 9 DO 883031 , 204, by CEoR6e j iC , known to me or who has produced 4 .Q tJ dentification and who did take an oath. NOTARY PUBLIC: Sign: Print: N0TARY FOLIC-STATE OF FLORIDA My Commission cpiesCw ,il V. Cubillos ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * *** ** ****** *** *********• x********.x****Ix..._ . > e . gilarO 47923 It far **:x ***** I/I� BONDED TRW ATLANTIC BONDING CO,,INC Plans Examiner Engineer Zoning Inspection Number: INSP - 118592 Permit Number: RF -7 -09 -1116 Scheduled Inspection Date: September 30, 2009 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Project: <NONE> Miami Shores, FL 33138 -0000 Contractor: SOLARGUARD ROOFING INC. Building Department Comments REMOVE EXISTING ROOF AND UNDERLAYMENT. INSTALL ARMOR AND COLOR THRU TILE WORK PERFORMED AT BROWNE HALL Passed atif Failed Correction Needed Re- Inspection Fee Cnn +eml,nr 7G 'MAO q )6ii9 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments Cc /1/ Aid ci For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1121360000050 Mane 'I of 1'1 Test Date: September 28, 2009 Permit #: RF -7 -09 -1116 Address: Browne Hall Building 11300 NE 2 Avenue, Miami Shores, FL Contractor: Solarguard Roofing, Inc. Roof Pitch: 4:12 Attachment method: Two Component Polyurethane Foam Adhesive — PolyPro AH 160 (NOA 06- 0201.02) Hanson Roof Tile Tile Type: Device Used: "IMADA DPS 110" force gauge (Serial # 155879E) Sloped Roof Area: 70.00 squares Roof Area: 70.00 squares Total Number of Tests Number of tests Passed % Passed % Failed Field Area (1): 40.00 squares 48 40 100.00% 0.00% Perimeter Area (2): 30.00 squares 30 30 100.00% 0.00% No. of Comer Areas (3): 8 8 8 100.00% 0.00% Ridge/Hip Areas: 178 pcs 13 13 100.00% 0.00% September 29, 2009 To: Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 All Testing is in strict accordance with the Florida Building Code, 2007 Edition, High Velocity Hurricane Zone — Testing Application Standard (TAS) 106. Based upon the field tests, I certify that the static up -lift test "PASSED" the testing criteria and DOES meet the attachment resistance for Adhesive Set Systems, as specified in the NOA. Should you have any questions regarding the above, or if require additional information, please do not hesitate to contact this office. Sincerely, - CeBB Engineering .& Testing Co. (NOA 08-0924.12: revises NOA 07- 1002.07) 09/29/2009 Eduard C. B Fla. Reg. N P.E. 997 Cc: Solarguard Roofmg, Inc. Enc. Location Sketch Calibration Certificate CBB Engineering & Testing Co. 7450 Griffin Road, Suite 140, Davie, FL 33314 Phone: (954)581 -7115, Fax: (954)581 -2415 www.cebb.net Roof Tile Uplift Test Report HANDLIFT RESULTS: Passed the protocol criteria of less than 3% loose. We performed the up -lift test. T — Tested tiles and Passed; Total Area: 70.00 squares No. of tested Tiles: F — Tested tiles and Failed; - Field Area (1): 40.00 squares - Field Area: 48 M — Missing Tiles; - Perimeter Area (2): 30.00 squares - Perimeter Area: 30 - No. of Corner area (3): 8 - Comer areas: 8 - Ridge/hip areas: 215 pcs - Ridge/Hip areas: 16 111111.111111.111•111.111111111111111101111111.11111111111111.1,11111111111111.111111B. FM 1111111111111 . ...� l.. .N..l.■ • ..u.... 74wpaRltAiRAia�ARRi.. R N Mil 1! i UM 1 . � s w �� ■ :+ : . i•i s � .. - . t:_- .. -�;f.• ►�... 1 ... . ..m.......R 1.►i.1 .1 i ' .i .1.1. AVM '� " , ' I� iii II Ir f1�1�i3IM3��`i�ii:: A ' !■M L�1' OM N as i aluu �� 1 :: : q�.I.! .�. 1... R .1. !!R ■I.11IA ■ ■, RRhuRwa •i&i PIE. ua F I 1 11.� � %a M .lr�. u . I - �.� i � M . ' R•� � • . 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A ■ l i x....11111..1. 111.1. TAS 106 TESTS LOCATION SKETCH Permit # RF -7 -09 -1116 Browne Building 11300 NE 2 Avenue Miami Shores, FL CEBB Engineering & Testing Co. Purchase Order No. Verbal IMADA Digital Force Gauge 0-110 S/N 155879E METALLURGICAL, INC. Testing & Consulting Services 2870 Stirling Road • Hollywood, FL 33020 -1199 • (954) 889 -0089 T1.0 -.9 T5.0 -4.9 T10.0 -9.9 T20.0 -19.9 T40.0 -39.9 T60.0 -60.0 T80.0 -80.0 T100.0 -100.0 C1.0 1.0 C5.0 5.0 C10.0 10.0 C20.0 20.1 C40.0 40.2 C60.0 60.3 C80.0 80.3 C100.0 100.4 CALIBRATION CERTIFICATE Standard Lb's Instrument Reads Lb's Digital Force Gauge is within d 1.0 Lb's. T= Tension, C=Compression Calibrated with Instron Tensile Machine, Load Cell. S/N 936, QCM -414, 2 pieces. Range 0 -1000 Lb's.. Accuracy at ±1.0 %. N.I.S.T. # Celts #30303, 30304. Date 7/22/2008 - 7/22/2009. Calibrated I.A.W. ANSI/NCSL Z540 -1 The accuracy and calibration of this instrument are traceable to the National Institute of Standards & Technology and are guaranteed to meet published specifications. Environmental Condition:70 °F ±3 °F, approx. 50% RH. Calibration Date = 2/27/2009 Calibration Due = 2/27/2010 Fax (954) 241 -5890 • Email: fgrate@iqcmatcarn February 27, 2009 QCM Job No. 9BM -143 e C. etallurgical, Inc. NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 36 52 41 40 AC SE1 /4 OF NE1 /4 LESS E35FT & LESS W4OFT 2. Description of improvement: Re -Roof Browne Hall $. Owner(s) name and address: Barry University, 11300 NE 2 Avenue, Miami Shores, FL 33161 Interest in property: 100% Name and address of fee simple titleholder. Barry University, 11300 NE 2 Avenue, Miami Shores, FL 33161 4. Contractor's name and address: Solarquard Roofinq Inc . 1515 N. Federal Highway, #300, Boca Raton, Florida 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: none Amount of bond $ 6. Lender's name and address: none 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration d;,yW this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different d Signat re of Owner Print Owner's Name Bruce Edwards, VP Business & Finance Prepared by Freddy Ulloa Sworn to and subscribed before me this /3 day of , 20th?. Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 8/02 TAX FOLIO NO. 11- 2136 - 000 -0050 d) December 31, 2009 Notary Public State of Floorlda CI r" geids Gerber My r'o nmission 00520060 Exotres 0510812010 1 1 1 1 1 11 1 11 11 1 1 1 11 1 1 1 11 1 1 1 1 C H 20H 9980506589 OR Bk 26938 Ps 2804? t190 RECORDED 07/14/2009 09:14:35 HARVEY RUVIN, CLERK OF COURT MIAMI -CAGE COUI4T'Yp FLORIDA LAST F'AGE 33432 Address: Barry University 11300 NE 2 Avenue Miami Shores, FL 33161 STATE OF FLORIDA, COUNTY OF DADE 1 HEREBY CERTIFY thet this Is true espy ofd original fried this A D 20-- WITH SS my Iran 1st Seat Courts of Circuit era! Gwmt9r BY "fi D.G. 1 w HARVEY R BARRY UNIVERSITY Division of Business and Finance July 1, 2009 Miami Shores Village Building Department 10050 N.E. 2 Avenue Miami Shores, FL 33138 To whom it may concern: This letter authorizes Solar Guard Roofing, Inc. to obtain a roofing permit for the replacement of the roof for Sage Hall located on the main campus of Barry University. If you have any questions, please feel free to contact me. Respectfully, Alex MacNamara Director of Facilities Barry University 305.899.3791 (direct) Physical Plant 11300 NE 2nd Avenue Miami Shores, FL 33161 voice 305 - 899 -3785 fax 305 - 899 -3794 1. Fire Director► Listine Page Attachments Required See List Below L owSlope Application j. � 2. From Product Approval: Front Page Specific System Specific System Umitai General Limitations '` Applicable Detail Drawl `` te s e - OP d 3. Design Calculations per Chap - i p� S Wood Shinnies and Shakes S 4. As Applicable O 0 O 6. Owners Riotification far Roofm Cons -= ors Reroofln On; 7. Any Required Roof Testing/Calculation Documentation Roof System Required Sections of the Permit Application Fenn Attachments Required See List Below L owSlope Application A,B.0 1.2.3.4.6.6.7 4.6.6.7 Prescriptive BUR -RAS 160 A.B.0 Asphaltic Shingles A.B.D 1.2.4.6.6.7 1.2.3.4.6.6.7 1.2.3.4.6.6.7 1.2.4.5.6.7 1.2.3.4.6.6.7 Concrete or Clay Tile A.B.D.E Metal Roofs A.B.D Wood Shinnies and Shakes A.B.D Other As Applicable SECTION 4402.14 HIGH VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Penult Application FLORID BUILDING CODE -- BUILDING INSTRUCTION PAGE COMPLETE THE NECESSARY SEC THE UNIFORM ROOFING PE APPLICATION FORM AND ATTACH -HE REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHMENTS REQUIRED: ROOF ASSEMBLIES AND ROOFTOP STRUCTURES NOTES 111 REMOVE AND REPLACE ALL DETERIORATED AND DAMAGE FASCJA AND SOFFIT. 1.02 INSTALL NEW AURAD VENTS SY ACTIVE VENTILATION PRODUCTS iNF 1.03 REMOVE AND REPLACE TILE ROOF WRN NEW CEMENT TILE AND UM1IDERLVYMENT. 1.04 INSTALL NEN BUTTERS AND DONN SPOUTS. 1.00 INSTALL METAL RIDGE CAP MAILERS. —17171 0 O 1' O NORTH >oF— Revisions: No. Date Dept /Section By BARRY UNIVERSITY - BROWNE HALL DEMOLITION ROOF PLAN A -3 BARRY UNIVERSITY BROWNE_ HALL" 11300 NE 2nd AVENUE MIAMI SHORES, FL 33161 BenchMark CONSULTING GROUP, INC. 2771 S. W. 86th Way, Davie, Florida 33328 Phone: (954) 476 -0801 Fax (954) 880 -0070 Barry University - Project Specifications - Scope of Work - Browne Hall 0 - u 3 I1 q re Is lei tractor's IAddress 1 New Hope Roof (ooO Plan: Illustrate melons Name 57) � R7) 0 6 Th c' ' ( (1 3t7 /v E r-- ❑ Low Slope ❑ Mechanically Fastened Tile a MortarIAdhesIve Set Tile ❑ Asphaltic ❑ Metal PaneUShingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE Roof B er offing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Area (SF) Steep Sloped Roof Area (SF) Total (SF) Soar:tinn B (Rnnf Plan) 1/001' all levels and sections, roof drains, scuppers, overflow scuppers and overflow d of sections and levels, clearly Identify dimensions of elevated pressure zones and locatio n i 121 n r mum erne 01 111 01110 l Sketch include parape FLORID ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Sac:finn A (Central Infnrmatiinnl r Permit No Process No. rains. of Rc of System Manufacturer: X i A ,, / i 7 /i.A �lb f %JJ •? ,./a ./.1ice Notice of Acceptance Number: 0 6 _0(80(f %) t- gv nimum Design Wi d Pressures, If Applicable (From RAS 't2 or iculations): 1 1: t- P2: P3: f 2 M (F imum Design Pressure m the Product Approval Specific System): { I t( i IF ROOF ASS RUES AND ROOFTOP STRUCTURES ape: 12 Ri e Ve�ilatti - on? can Roof Height FLORIDA SU ! 'INC CODE — BUILDING Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. ,r ertion r! (Staep Slnped Roof Systonm) Steep Rlnnwcl Rnnf Ry tem leacrintion Deck Type: PLyw od Z Type Underlayment: ( e — k 4 M o Insulation: N/A- Fastener Type & Spacing: Type Cap Sheet: Roof Covering: Type & Size Drip Edge: Tu pito uv i+A-Air .16\44.44"<neL412,-, 1 3'x3" . g 4 1 ALL • • M ... .....�::1'.i' ,. -II, Mg M Tile Dimensions L ° length W = width ere to Obtain Information All calculations must be submitted to the building official at the time of oennit anallcnion. a hlethod Required Moment of Resists= (Mr) From Table Below FLORID BUILDING CODE — BUILDING Florida Building Code Edition 2007 h•Velocity Hurricane Zone Uniform Porm(t Application Form. S r±finn ITiih CalrurlatinnMe4 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES For Moment based the systems. choose '. 1 or 2. Compare the values for M,. with the values from Mp If die M ( values are greater than or equal to the M values, for each area of the too then the tile attachment method is acceptable. (P sea 3, `4 � r ' • (P3rtL x11 !1 ' ' Based 1 Per 127" v ® Mr I Product Approval M _111 y Mr2 -/- ' ) Pm., Approval M f 1 V 1 1 0 ( Product Apps M1 ` j 1 Product Approval Mf M • aired Moment Resistance* Mean Roof Haight a Roof 15' 20' 25' ! /�� 1! 0,1 X01 -1 �M- millummuorrimmum *Musa be used In wajuncion with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tie systems use M 3. Compared the values far F with the values forFr. If the cables are greater than or equal to the Fr values, for each area of the roof, then the tile sit method is acceptable. Method 3 " Moment Based Tile Calculators PerRAS 127" cos B = P Product Approval F' (P x L x w: = 1-Net x cos B = Fez Product Approval It (P x L x w• _ ) - W: x cos B = F, = Product Approval F MIAGI WADE BULAWG CODE COQ OFFICE (BCCO) PRODUCPtOL DIVISION NOTICE OF ACCEPTANCE (NOA) GAY Material Corporation 1361 Alps Road Wayne, Ni 07470 MIAMI-DADE COUNTY, + A METRO DADE FLAME BUILD 1 140 wSsr FLAGLER s rRErr, EWE 103 MAW, FLORIDA 331304 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued ender the anilicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Cab and Product Review Committee to be used in Miami Dade County and othm. areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The MiaiDade County Product Coaaol Division (In Miami Dade County) and/or the AHJ (m areas other than Miami Dade County) rase ve the right to have this product or material tested for quality assurance purpses. If this product or dial fails to perform in the accepted =mien the manufacturer will incur the expense of such testing and the AM may immediately revoke, modify, or suspend the use of such product or material within theii jurisdiction. BORA reserves the right to revoke this fie, if it is detesmined by Aciaui-Dade Couriy Product Control Division that this product or material fails to meet the requirements of the appLcable building code. This produce is approved as described herein, and has been designed to comply with the Florida Building Coda and the Hlgh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Deck-Amy Undertayment LABELING: Bach unit shall bear a perrmanent label with the man er"s name or logo, city, state and ',cawing stag "Miami. Ike County Product Control Approved ", unless otherwise noted hoeee. RENEWAL of this NOA shall be ccesldered after a renewal application has been filed and there has bear no change in the applicable buffing code negatively affecting the performance of this fit. 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. Mame 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 NOk ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and fon ed by the expiration date may be displayed in advertising literature. If any portion of the NOA is yed, then it shall be done in its entirety. ON: A copy of this cnth a NOA shall be provided to the user by the manufacturer or its and shall be available for inspection at the job site at the tequest of the Building Official. This OA consists of pages 1 through 4. The documentation was reviewed by J NOA No.: 06- 0606.04 Expiration Date: 10/12/11 Approval Dam 10/12/06 Page 1 of ROOFING ASSEMBLY APPROVAL Roofmg Un lay t .are: "stenorv: ..ial E NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dim Deck Arnim 54" x 222' rolls Weather Watch 36"x 50' mils 3G' x67'rolls Storm Guard 36" x 66.7' rolls EVIDENCE SUBMITTED: Test Aar PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. PRI Asphalt Tecdmologies, Inc. Polypropylene Test 4bedHcatlon ASTM D 226 Type II ASTM D 1970 ASTM D 1970 Test Iffier GAF- 025 -02 -01 GAF - 026-02-01 GAF-112 -02 -01 Product A U V-stabilized polypropylene breathable undezlayment. To be used for roof deck protection as an tmdedayment in sloped roof ate. Crumb r Surfaced modified. fiberglass reinforced, bituminous sheet material for as an underlayment in sided roof assemblies. Designed as an ice & rain shield Modified, fiberglass r:infrared, bps sheet material for as an underlayment in sloped roof assemblies. Designed as an ice & rain shield Test Name/Report ASTM D 1970 ASTM D 1970 ASTM D 226 Type II Rals 03/26/2002 03/26/2002 03/15/2006 NOA Na: 06-0606.04 Exinrathm Dam 10112111 Approval Dar 10112/06 Page 2 of 4 AP ; OVED LIES: ZYpe 1: Wood, Non-insulated DesaipUom ' /rr" or greater plywood or wood plank A(1): Leak Barrier is installed as per cuaeat NOA approval at vulnerable leak areas. Deck-Armor Membrane is sulsegneutly installed. Standard huttalialion, no expire to raw prior to budallathm of the Surface Row Ably minimum slope: eon 12". . Install Weather Watch® or St nnGuard® leak barrier as per current NOA app/oval at all vulnerable leak areas, this includes but is not limited to all eaves, valleys, rakes, skylights, and dormers. One or more plies of Deck- Armor underlaymeat membrane with a minimum 3" side lap and 6" end lap. Place the first course of nmmbnum parallel to the eave. Fasten side and end laps with approved nails and tin caps 6" o.c. and fasten middle of the roll with approved nails and tin caps 12" o.c. in two staggered rows, in the field of the roll. Approved Roofing Assembly. Wood, Non - insulated Description: ," or greater plywood or wood plank A(2): Leak : ; : er is installed as per current NOA approval at vulnerable leak areas. Deck Ammar a _ :,;;_ is subsequently installed. SpeeIal instalbtfion, for exposure to prior to installation of the Surface Roofing Assembly mininnun slope: 2 Bay: Install Weather Watch®or approval at all vulnerable leak ; -: this includes but is not limited to all eaves, valleys, rakes, skylights, and dorms. ® leak barrier as per current NOA One or more plies of Deck -Armor nmemrane with a mmnmmmm 3" side lap and 6" end lap. Place the first course parallel to the eave. Fasten side and end laps with approved nails and tin 6" o.c. and fasten middle of the roll with approved nails and tin caps 12" o.c. in ' staggered rows, in the field of the roll. If roof is exposed to rain' /snow, tape all ' side laps with approved butyl adhesive based seamicover tape or an approved f cloth duct tape (fallow the tape manutactimes installation instructions). Always apply tape over all fasteners at the center of the roll or the laps to help prevent rain or snow from entering at the fasteners. Approved Roofing Assembly. NOA No.: 06-0606.04 Expiralba Date: 10/12111 Approval Date: 10/12106 Page 3 of 4 ATIONS: 1 . r = classification is not part of this ice. 2. ► - .. Armor shall not be used as roof tile 3. acceptance is for prepared roofing applications. Minimum deck requiremems shall be in fiance with applicable building code. Deck Amcor shall be installed in strict compliance with licable Balding Codes and and g. 4. ► : Amur shall be applied to a smooth, clean and dry surface with deck free of 5. ► e : -Armor shall not be applied over an existing roof fie. 6. ► by: -Armor Mate shall not be left exposed as a temporary roof for longer than 14 days of lication. 7. nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking Sweep the deck thoroughly to remove any dust and debris prior to application. 8. k Amaar may be used with any moved roof coveting Notice of Acceptance listing Deck-Armor a component part of an assembly in tier Notice of Acceptance. If Deck -Amour is not listed, a nay be made to the Authaffiy Raving Jurisdiction (ABJ) or the A City Product Dipartnnit for approval provided that appropriate won is provided to detail of the products, wind uplift resistance, and fire testing results. 9. applying the membrane in the valley, start d sta�rt�atpth�.e ��low paint and work to the high point, rolling ne fro n the center both In rections. 10. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 11. All membranes shall bear the imprint or identifiable marking of the s name or logo, or *Mowing statement "Miami-Dade County Product Control App" or the Miami-Dude logo. END OF TSIS ACCEPTANCE 1111 ti)11llY 1 1) 11 1,11 NOA Na.: 064606.04 &Oration Date: 10W1Zn1 Approval Date: MINN Page 4 of 4 I01 1 J I . 1011.11:.. ii M i C O N This CODE COMPLIANCE ) CONTROL DIVISION N ±► TICE OF ACCEPTANCE (NOA) G ' -ELK Corporation ;1 Alps Road W . NJ 07470 MIAMII -DADS COUNTY, FLORIDA METBO -DADS NAGLER BUILDING IOW TFIAGLER SU=1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (30) 375 -2908 luzEttlablingseidergsma NOA is being issued under the applicable rules and mores governing the use of won The dation submitted has been reviewed by the BCCO and =geed by the Building and Product Review Committee to be used in Miami Dade County and other areas where allowed by ' Authority Having Jurisdiction (AHJ). NOA shall not be valid after the expiration date stated below. The AMiamiDade County Product • I "1 Division (In Miami Dade County) and/m the AHT (m areas other than Miami Dade County) 1 the right to have this product or material tested for quality assurance purposes. If this product or I 1 , fails to perform in the accepted , the manufactmer will incur the expense of such testing and 1, AHJ may icy revoke, ; ma y , or suspend the use of such product or material within '1 jurisdiction. BORA reserves the right to revoke this acceptance, if it is dateimined by ATa ni Dade • I I . ∎ Product le building �l Division that this product or material fails to m the of the e. is approved as described herein, and has been designed to comply with the Florida Building and the High Velocity Huo3cane Zone of the Florida Building Code. UnderRoafru 2 EL1NG: Each unit shall bear a pemunnst label with the manufactutea's name or logo, city, state and ►Bowing statement "Miami -Dade County Product Control Approved", unless otherwise noted AL ofthis NOA shall be considered after a renewal app licati on bas been filed amlthme has been 1 change in the applicable building code negatively affecting the performance of this product ' ; 11 : TION of this NOA will occur after the expiration date or if there has been a revision or 1 r I 1 in thematuials, use, and/or zee of the product or process. Misuse of this NOA as an X1.1 of any product, for sales, advertising or any other purposes shall automatically terminate this sA. Failure to comply with any section of this NOA shall be cause for termination and removal of. NO AD : The NOA number preceded by the words Miami Dade County, Florida, . and folio by the expiration date may be displayed in advertising literature. If any portion of the NOA is lisp. - _' 1 then it shall be done in its entirety. ON: A copy of this entire NOA shall be provided to the user by the manufacturer or its distil and shall be available for inspection at the job site at the request of the Building Official, This OA revises NOA No. 06-0403.06 and consists of pages 1 through 3. Irv.. documentation was reviewed by Jorge L. NOA Na.: 07- 0720.01 Expiration Data 09/224.1 Approval Dane 09/20/07 Page 1o3 1'1, ).M11 4 1111 i''J O, . 1)111, X11„ R R f FING ASSEMBLY APPROVAL Roofing Underlayment Rubberized Asphalt PR t DUCTS DFSCRIPTION: E PRI Tec Test Dimensions Snealcongn 2 39M "x667'rolls TAS 103 ASTM D 1970 ENCP SUBMjTTED: T Test Identifier Testing Services NA Ltd. 3077464-01 3077464-02 3090131 Materials RGM-023-02 -01 ATIONS: Product ftaliall Sei-adhering reinforced membrane of rubberized asphalt with a poly g for use as an underlayment in sloped tile and asphalt shingle roof assemblies. Roof slopes of 2/12- -12/12 are acceptable as indicated by local codes and ms's installation instructions. Te- Namemc — ASTM D 1970 TAS 103 Wind Uplift & SelfSealability ASTM D 4798 & TAS 103 0 f/06 08/23 /06 05/16/077 1. classification is not part of this ate. acceptance is for prepared roofing applications. Aim deck requirements shall be in Hance with applicable building code. UnderRoofrM 2 shall be installed in strict compliance with cable Building Code. 3 . t nderRoof 2 may be used in roof tile and asphalt shingle assemblies, 4. nderRoofrm 2 shall be applied to a smooth, clean and dry surface with deck free of irregularities. 5. nderRoofrm 2 shall not be applied over an existing roof membrane as a recover system but .may be lied to underlayment base sheets as listed in this approval 6. oofrm 2 shall not be left exposed as a try root for longer than 180 days after lication. 7. '+ a a to Prepared Roofing system Product Control Notice of Acceptance for listed 1 iM with roofing products. approval of this 8. •, r. oof'1 2 may be used with any approved roof covering Notice of Acceptance listing 11 1.1 es listing 2 as a component part of an assembly in the Not of Acceptance If UnderRoofrm 2 is not listed; a request may be made to the Authority Having Juriscriction (AID) or the Mlami-Dade Product Control Deparnnent for approval provided that appropriate documentation is vided to detail compatibility of the products, wind uplift Vie, and fire testing results. 9. monnbranes shall bear the imprint or identifiable marking of the manufactuter name or logo, or f' owing statement 'Miami-Dade County Product Control Approved' or the Miami-Dade logy, 10 products listed herein shall have a quality assurance audit in accordance with the Florida Code and Rule 9B-72 of the Florida eve Code. NOA Nor 074720.01 Expiration Date: 09121/11 Approval Dale: 091107 Page 2 of 3 Wood, Non-in' " or greater plywood or wood plank Anchor sheet inechanicidiy fined to deck, membrane adhered. One or more plies ofASTM D 226 Type II or ASTM D 2626 compliant, DeckArnmorTM or otlr GAF-Elk approved underlaymems with a minhmmi 4" side lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6 o.c. at the laps and two staggered rows 12" oc. the field of the roll. rune: Begin at lowest point on roof deck. Peel back the release fih n and align the membrane on the lower edge of roof; pull the release film to peel back and apply membrane. Roll lower edges and seams with a hand roller. Use flat broom, squeegee or weighted roles to help lay flat and ensure full adhesion of UnderRoofrM 2 to the anchor sheet. Where back nailing is required for steep slope applications, hack nail and cover nails by overlapping with the next sheet. Use acceptable fasteners such as approved nails and tin caps. Plastic caps are not acceptable. Contact GAP-ELK, technical services for other approved fasteners. Valley and Ridge applications: Begin at lowest point out valley or ridge, peel back the release fin, center the sheet over the valley or ridge and press firmly iffio place. End Laps must be a minimum 6" and Side Laps must be a miniimini 4" in and properly aligned with the existing selvedge edge. Install when temperatmes are 45 degrees and Wi over clean, dry and smooth substrate. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current product control Notice of Acceptance and applicable building code. Roll or broom the entire n mtaane surface so as to have full contact with the surface, giving special attention to the lap areas. UnderRooffm 2 shall not be expo for longer than 180 days after application. GAF Materials Qvpo ation rives the right to revise or alter the exposure tine, not to exceed the preceding exposure time. Wherever the adhesive back comes in contact with polyester g such as end laps, penetrations and flashing material must be set in a U8 inch toweling of LeakBustertM Matrix® �� g SBS Flashing Cement made in accordance with ASTM D4586 - Type 1 or equal UnderRoofrM 2 is acceptable in foam applied and mechanically attached tile systems Consult ms's installation instructions for complete installation rte, Roof Tile and Asphalt Shingle Assemblies. END OF THIS ACCEPTANCE NOA No.: 07-0720.01 Expliation Date: 09127!11 Approval 09/20/07 Page 3 ef 3 UNDER ROOF UNDERLAYMENT MECHANICALLY ATTACHED AS REQUIRED BY CODE (SEE NOTE 1) METAL EAVE CLOSURE FASTENED 18" O.C. & PRIMED METAL DRIP EDGE FASTENED 6" O.C. & PRIMED MIN 2" WIDE OF ROOFING CEMENT OVER DRIP EDGE BACK NAIL SIDE LAP WHEN REQUFED TO COMPLY WITH BUILDING CODE PEE NOTE 2) MIN B' BOWS (SEE NOTE 1) OPTIONILL. 30# FELT UICERLAYMENT, MECHANICALLY ATTACHED AS REQUIRED BY CODE 1. END LAPS SHOULD BE STAGGERED A MINIMUM 3IT IN ADJACENT COMES TO PP.EVENT THEM FROM LINING UP 2. FAST 34 6' O.0 FOR SLOPE 4:12 AIM OVER UNDERROOr LAYOUT LEAK BUSTI" MATRIX 201 PREMIUM WS FLAMING CEMENT INSTALL COURSES OF UNDO" UNDERLAYMENT WITH 4' M04 S DEL.APS UND 100 Ii VALLEY UNDERLAYMENT DRAWING # UND 102 SCALE N.T.S. maw, Reimos4 DATE 3-21-07 1. OVERLAP END LAP SEAMS A MIN. OF 6° AND SEAL WITH LEAKBUSTEIC MATRIX"' 20' PREMIUM SBS FLASHING CEMENT. 2. FOR SLOPE GREATER THAN 4:12 NAIL ONE 1" SQUARE OR ROUND METAL HEADED NAIL Ir O.C. TO SIDELAPS OPTIONAL 30# FELT UNDERLAYMENT MECHANICALLY ATTACHED AS REQUIRED BY CODE 4" SELVAGE EDGE APPLY X' WIDE BEAD OF LEAKBUSTER' MATRIX 201 PREMIUM SBS FLASHING CEMENT ADJACENT TO SELVAGE EDGE ROOF DECK ! 11nin111111ffffff11111111ifffffffffffffffffffffff11111111111111111fffftijin of f 11 {f pjffffffffffff lifftlff4iMfN(t igffiJ fijfllifffffffffffffffl MIA pJ H BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DWISION NOTICE OF ACCEPTANCE (NOA Hanson Reef 74e 1340 SW 34 Ave Deerfield Beach, FL. 33442 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DARE FLAQJ ER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The docnmzenta�n submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Beard of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD). This NOA shall not be valid after the expiration date stated below. The Miami -ice County Product Control Division (Ili Miami Dade County) and/or the AEU (in areas other than Miami Dew County) reserve the right to have this product or material tested for quality assinauce 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 innnediately modify, or suspend the use of sucb product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricarne Zone of the Florida Buffing Code. DESCRW flON: Hansen Flat Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and fallowing statement "Miami-Dade County Product Control ApFoved °, unless otherwise noted herein. RENEWAL of this NOA shall be considered air a renewal application has been filed and the has been no change in the applicable building code negatively affecting the performance of this product TERMINATION oftbis NOA will oar after the expiration date or if time has been a revision or change in the materials, use and/or numufacture 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 ofthis NOA shall be cause for terminates 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 shell 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 008-0229.14 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Ti NOA No.: 011-0$04.12 aspiration Date: 04/10/13 Approval Date: 09104/00 Page 1of6 ROOFING ASSEMBLY APPROVAL Category: Sub- Catege y: Material: 1. SCOPE This is a new system using Hanson Flat Tile, as manufactured by Hanson Roof Tile Inc. its Deerfield !each, Florida and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pure values obtained by calculations in compliance with RAS 127 using the values lined in section 4 herein. The attachment calculations shall be done as a moment used system. 2. PRODUCT DESCRIPTION M anufactyrcd by Test Apigkat Pk' emus Hanson Fiat Tile 1= 17.25" w =13" Tnin Pieces The Center for Applied 25- 70944 Engineering, Inc_ Roofing Flat Profile Roofing Tiles Concrete 1= varies w = varies varying thickness riuuubrtI Y aurr'r-Y. rax:UM- WI-14W JUI L LUUi UL :4 pm ruUVUUr ARINifieftm TAS 112 TAS 112 2.1 SUBMITTED EV DENCC: Tit ide$tifier !BA Consultants, Inc. 2381 -265 Rediand Technologies 7161 -03 Appendix III The Center for Applied 94.084 Engineering, Inc. The Center for Applied 94 - 060A Engineering, Inc. The Centr for Applied 25- 7094 -2 Engineering, Inc. Product esc ' n Flat, interlocking, concrete tile equipped with two nail holes. For direct deck or battened nail-an, mortar or adhesive set applications. Accessory trim, concrete roof piers for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. 1Way,....(Eggat Date TAS 112 Feb. 2008 Static Uplift Testing Dec. 1991 TAS 102 & TAS 102(A) Static Uplift Testing A+lay 1994 TAS 101 (Mortar Set) Static Uplift Testing March, 1994 TAS 101 (Adhesive Set) Static Uplift Testing Oct. 1994 TAS 102 (4" Headlap, Nails, Direct Deck, New Constntntion) Static Uplift Testing Oct. 1994 TAS 102 (4" Headlap, Nails, Battens) (VOA No.: 08- 0804.12 Expiration Date: 04/10/13 Approval Date: 09/04/08 Page 2 of 6 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied • Engineering, The Center for Applied Engineering, Inc. Redland. Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Nutting Engineering Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 1 1 7 1" 7 .•17 7 1 7- 1 0 WILL8UIH6Y & PPLY. 25- 7094 -5 25-7183-6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161-03 Appendix 11 Letter Dated Aug. 1, 1994 P0631 -01 PO402 Project No. 307025 Test iiMDC -77 13343.1 520109 -1 520111 -4 520191 -1 Calculations Calculations Evaluation Cakulations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations rax.33d --4111-1483 Jul 12&I 8I.43t+m P884/88T Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Static Uplift Testing TAS 102 (2 Quik -give Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quilt-Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quik-Drive Screw, Direct Deck) Static Uplift Testing TAS 102 (1 Quit -Drive Screw, Battens) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 103 (Nail-On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain TAS 100 Physical Properties TAS 112 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Moments 25 -7094 25 -7496 25 -7584 25- 7804b -8 25-7804-4 & 5 25-78484 25 -7183 Two Patty Adhesive Set System Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 2006 Dec. 1998 March 1999 May 2006 May 2006 February 1996 April 1996 December • 1996 March 1995 April 1999 NOA No.: 08-0804.12 Expiration Date: 04/10/13 Approval Date: 09/04/8 Page 3of . -_ Table 3: Restorin . Moments due to _ - : , (ft Tile ■ ■o ile 2":12" 3":12" 4":1 51":12" 6":12" 7" :12" or ... - Battens Direct Deck Hanson Flat Tile Batten Direct Deck Battens Direct Deck Bens Direct Deck Battens Direct Deck Bans Duect Deck 7.53 8.25 7.46 7.35 8.05 7.20 7.02 7.69 6.83 7.48 Table 1: Average Weight (W) and DlmensiOns (1 x w ) Tile Profile - Weight-W (Ibf) Length-I (ft) Wldth -w (ft) Hanson Fist Tile 11.6 1.4375 1.08 Table 2: Aerodynamic liluitipUers - 1 (t Batten A lical:ion a. (fi Direct Deck Application Tile Profile Hanson Flat Tile 0.304 0.330 3. LIMITATIONS WILLUUUfDT oUrrLT. ric1X • UU4 4ltl All ! LUU i UL • DU1>81 ruuD/ UU r 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Mianni>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. ANSTALLA'FION 4.1 Hanson Flat 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. 08-4804.12 Expiration Data: 04/10/13 Approval Date: 09/0 Fage 4 of 6 Table 4: Attachment Resistance Expressed Moment - Mf (ft -tbf) as a for Nall - On Systems Tile Profile Fastener Type Direct Deck (min •532" plywood) Direct Deck (min. 19132" plywood) Battens Hanson Flat T de 30.9 38.1 17.2 1 -1(kl SmootPi or Screw Shank Nail 7,3 9.8 4.9 2 - Smooth or Soxew Shank Flails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth of Sew Shank Nail (Field Clip) 243 _ 24.3 _ 24.2 1 -10d Smooth or Screw Shank Nail (Save 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 Gi �) J 31.9 31.9 32.2 12- Ring Shank Nails' 50.3 • 1 65.5 J, 48.3 in8 cation with o tte haadiop and fasternsrs are located a min. of 2''/a" from head of tile. Table 5S: Attachment Resistance Expressed Moment - Mf(f Ibf) as a for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Hanson Fat Tile Mortar Set" 43.9 6 Tae-Tile Roof Tile Mortar. Hanson Fiat Tile Hanson Flat Tile Table 5: Attachment Resistance Expressed as a Moment Mt (ft for Two Patty Adhesive Set Systems Tile Profile 2 Bee manufactures for installation 3 texts Products Company TrleBond Average weight per patty 13.9 grams. Pc yi Pi odu ct kic. Avraage weight paUy t3 ram Table 5A: Attachment Resistance Exceed as a Moment - Mr (ft-lbf) _ for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment 4 '1-aroe_� of 45 of PooyPro 5 paddy p cement of 24�rams of PotvPro WILLBUhJBY SUPPLY. Fax:854- 428 -I4n Jul 2 2888 82:88pm P888l887 Tye Application Adhesive 3. PoIyPro Minimum Attachment Resistance 31.3' Resistance 118.9` 40.e NOA No.: 08- 0804.12 Expiration Date: 04!1W13 Approval Date: 09104188 Page 5 of 6 WILLlU DT aurrLY. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manulicturefs name or Logo (See Detail Below), or following statement "Miami -Dade County Product Control Approved ". HANSON FLAT TILE LABEL (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT I EQUIRMENTS 6.1 Application for building p&mit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in older to properly evaluate the installation of this system. PROFILE DRAWINGS HANSON FLAT TILE END OF THIS ACCEPTANCE ri1X.U34 JUI L LUW UL.3UWIII rUUIjUUI NOA. No.: 08- 0804.12 Expiration Date: 04/1043 Approval Date: 09/04108 Page 6 of 6 06/15/2o0s 123s (9541678-1042 eUu.DJJTG cQ it comPu&on op mme.co3 •. • Papua CANt13101. DIVISMN OTTC$ 6 F iCCEPTANCS (1tTOut /1:3o70reauR4ad' ' Taiotban, `1' 77 SCOM ThlliNCIAIP Wing *led vivier tie tlsgo emeaf ' F sabm' d hss 1 ieviewed bl desBCCO and vamped ta�todc dPzodtact Rem to bass ttiMiamt bade Coudsty avd act Me Wb O& 1Oarcd by AtteborlfyHaviak JmisdkiiouS },- - Ale NOAshadnet hevalla Eger the taa€p n dpin stated below. The BCcq ot*emmack cazikt aide dle AAni { ► megi cf r tbse Dade Conniy)Faarse the tight to have tE: ... otriatedtte d frectatY 67if bra wheel' Ma In the _ *Weil t r mavphillAer'wiltfrotirr the expanse otettch tiling and the ARTS Irenieletely revoke, mot , or Roped or athe Ise of sur,it trotket or i +z1 r f cue. SCCO reserves the, ligtg tpie tbi8 : „ e4 .lfit €s n' Odb $# 0 thetthis ctoimat • to meet the ofliseapplicable;���rc�i� }.odd' l 4s product is apprrvwd a0 described hot, sad boo been designed to compIyygt tI;C 'Vo1oct6y ao ZOnaof the Florica Code. ' 4SCRIPTION Polyproa A14160 • REIWITAL oft* NO A shall be coasidaed situ sream.' application hes berm lo nud there bee heeo. change is the eppthilitoballding code segvvely atibitting thapertstenee ofthi4'praduot. • TERM INAlipig of Vs NOA will + safte•go extinction &lamM b= has been a seideica oc in the mstexiok;cae,srid/tpr oftheproduet(cinema oftliteN ' OAasan ol l tcluct,fors , etivedies sdsny ether Plows shalt autmn tiny NAA. Tame witheny seetiOU offs NOA. sb41 be =sobs ton aud round 'OA. AD' TTSI r The NOA number prece4s) by the words Miamf-Dadd CoMnty, t ho and Waved by Lb pipixat1p t date d racy be ditleyed la edvett/17iagherd= If gray por1iort ofsbe NOA is diaptayEst, thee it shall. be done in De eagrety. • XNSPUCTOT: A copy of ibis re MA gill be Fsovided to to faits dis sst = end Ann beavaflabrafac inspection al timid site /ft the raved oftie$xdldiagOfficial. 1167 140A reaiwe NOA, No.01- 0521.42 and coosistspipages 1 guava/7.7 The nbredtted doescoketegon Vas reviewed by l -= L Acebo. l d 61t/0 'ON Kim Rosn,gerden Ant coriurJ. T;LOUID i METRO-PA 1EYL AQLE t BlattiNG 140 MST HAMM MEW, =Zoo AUK FT.ORI 3313E -I 4) . 0t ),375490T FAx( vs-was NOAND. 06-0201.02 Erptcatkan Date U5JT�E1 Approval Date 04f19/06 • Page or/ PAGE 218 111dC0 / '6002 '6 TIP 05/15/2008 136 (954)878 -1042 ROOTING As8LY A,1'PRO;SrAL: Oatroxy: . • R0o6 Saab Citatory: ltoof'tlle eclbeive Met Polthaue This appreyesPoIypro®A1 1160 ea manufactured. byPolyfoitm Pror14tvis, lux as ds ed z2 °nide geed Aoaapl ram Ic dasw t l appic bleba ing cue does got excei4 the Orange va es *kik edby eakeldices n aamplianae with Rce ,gAF1fliestrpon I tfandakd RitS'i I21, brute *Woad 1ow,andhip !gap &ystisa using Polypxaili E1R 16O a ie attichmant carat/one ire done as a oaomentbasel system fdr Fauy pthiokmt, and as to etzu bid esteis ror donllle gatfp'systems PRODUC><'S �'ACf130 13 AntI 1't': • PrOrret Dfeaeusiau Po]yproit N/A Poa pra® Rtyi000 ' Plerecice 30 8z 100 WA XPretlec TM 101 Two component polyuaetuene tam • 0114dve • : • P • Disp Eq PRODUCTS MANUFACTURED BYOTHERS: ltay8 miDadeColleyProdu tControl $o °lt�cgty►Imvmga aurrmt which - • - list moment Was= values with tholes df loiyp'° A13:140 rcgftite adhesive. Pfl SICAL OP ERi S: gizet Density Coratiressive Tensile Strength Week Absorption • Moist= 'Wpm Transaissica DImeas141 Stalgdy Closed Cell Content Z 'd 61ti0 'ON and D1622 ASYM 17 i ark D 1673 AMID 2127 Ali >3 $6 D 2126 AS'€Ad KM Rosengarteh PAGE31 Punks 1.8 lb /11.' 1S PR Parallel to use 12 PET Pe}piedioulartorise 28 Parallel totse 0;0 3.1 Pant nigh 40,0746 Volumo Change (t - 4O°P.,2 weeks +6,0%Voice Clime @LIM 100°4 limn da , 2 weeks Nate Tlaglzysitralpergola listed above are presented as typical average values as Margined by accepted A methods sad are subject to tins[ uummfactegug *dean. NOA No.: Q64201.02 Deo OS/10/11 A,pprova Dais 04119]06 l2 of wdEQ:6 600/ .z •inr 081152o00 1238 (954)578.1042 OENC11 - Center tozApplipi Englneariig Miles Laboialorles. Polymer Division &mteaLsh0rato s, lea • 90742 Southwest l itoio 01-6743-011 • 01- 6739-062b(1] 705642:961 Dolan Cote. ; resting Scn4cas 528454 -2-1- 520454.9-1 5.104 520109-1 540109-2 520109 -3• 520109.6 520109-7 520191 -1 520109-2-1 XLVIIT4TIONSi 1. iii;o classification is not part of this scccptance. Reecho tlshPrepare Roof Tile Assembly for fire ' 3. Fa1yp AR 160 shall solely he used with flak 1 w, & 1dgh. ticcpro ales. 3, Waits= nudes shall bo iscampiiancewith* Rivas Applic &laniard RAS 120 4. Roo(Tsle gas saquizing accegtancelbr Sic use ofiklipro09 A> I160 zo with • t h e i r t $ s : asezoblics sttalisrst as ag ce with TAS 101. ItoofTilevancOntares sccarkin acceptance for the vse ofHA 1D1$TICI toiffileatl vswth thelrti s asserablies shall test in amok= with TAS 101 milk seaman 10.4 as • 122 '�► MS Kim Rosenga ten PAG418 Nvielltipart VtS 1OE T+S 101 SSTD1193 Tr X � #94-060 257818 -]PA 25- 7431-3 2x•7438 -4 25-7438 -7 STI? 11-93 2S -7492 • SAW 1:93 I - 589 531 ATAti D 1623 T4 S 101 12/16/96 10/25/95 1402195 12'0 93 02101/94 A9T g 103 0430193 A A/a l0$ ' 1111644 ASIM 1; ti4 01/16/95 TAS 114 ' ' 03/141 TAS 101 1 W23/9g TM 101 1128198 • 03102/99 Mill as W T plutonDates 05110/11 Apprava1l am 04/16 Paga3 of t E 'd blti0 wdCO :Z bNg 'Z 1111' JUL. 2. 2009 2:04PM t�v farli gem mar ugoldaY Imo sm. e t PoN YON • uompong elA'm* Aieua m %Pw ewad& 13 TSat+agPnb migiOcto0 PRPtlaIS i mum 09tTre ®aullifid 1T' loi I Y F1? �'! old • art �# Wad. z) m1� P It° ° MILL • Tzad 11114:nsP.A4 imoa nsloAl. Qua . extuT.9 0 0;1%k . _ r - iizttg auoutgatia signirpv efflga, ut GKL grad virrowu P_ Ue �i ' 'd ! 4 ourcrittudin so wow E 03 ZumPA 4 Wiff wilsoRPAPROadC al SPITurriadPar GV9v no4 earieweicioa 'L �• OD o£ Orktuig se iaktot cuAtatil pmit* et mom 6 IYI ,F, c I A:10 a i C • Napemis � .o:'dv ugp dd ate'' t svEnD,> io gi1p 'g igeoXpata 1 i .L�B � '$ . r3� 141 0 O9I}JY daQ1 IO:a • y • Eigb4maPreog m Pallelsarg PT gimbal= sIfPutalsilk anapie 49 pato% taxa Om rummy 0 404 19 111. tzi'm �ro Ftd _ WI se 0 VologiFs M ectlafkilo.wri GIP 01 0 Pm' Maas uo/villaY • '0918 t a3v 1 901 !souls • x°21 W et01-1/2 0 NO. 0419 P. 4 igoovahrgo JUL. 2. 2009 2:04PM eta sew 140 s elk 9WEWPD earea Roddy [raw WO EIRraftg Errourea reIJvox si.tyil ZwiFP maw NO.0419 P. 5 DIMS fie) ivei. 80om&tiao JUL. 2. 2009 2:04PM em HQYd LID9 ale MUM DIM Pau* is mrsepauft _v$ oa wj r ani.-ea ttse) NO. 0419 P. 6 in( BOOTAWS0 L 'd 6114 'ON (db4) 578-1942 1Tn Rosengsten PAGE " ADS VLAMIMPT DETAIL 3 Doti 3 P'At ry END OF TBIS ACCEPTANCE • Flat 86.0241.12 )741raaaapets 01D111 Approval Bats 0411504 • I'ege1di o Wd50:1 6002 'Z 1r1'