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RF-10-1492• Inspection Number: INSP- 150220 Permit Number: RF -8 -10 -1492 Scheduled Inspection Date: October 28, 2010 Inspector: Bruhn, Norman Owner: HISAW, WILLIAM Job Address: 1296 NE 99 Street Project: <NONE> Contractor: FAST'N DRY ROOFING INC Building Department Comments RE ROOF TILE TO TILE Passed Failed Correction Needed Miami Shores, FL Re- Inspection Fee October 27, 2010 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 c For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1132050090140 Phone: (954)868 -6304 Page 2 of 11 INSPECTION AFFIDAVIT Q fj fa 14 kit licensed as a (n Contractor Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector On or about X /0 Coate s Vie) Secondary water barrier work at /2 7 G #t 97' (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) License #: )( CG C / 3 2 722 Signature State of Florida County of Dade: Revised on 5121/2009 RE: Permit# RF -t f 14- It f 2.. z The undersigned, being the fi r s t duly sworn, deposes and says that he /she is the contractor f o r the abo ; JOS I ` . o mentioned. to and subscribed before me thi /0. • i6 • f 0 day of / r ts- ° i ,/ / Notary Public, Sate of Florida at -rge ./ % o *9r g v M `General, Bulking, Residential, or Roofing Contractors or any hrd vidual certified under 468 F.S. to make such an inspection. Include photographs of each plane of ge &with permit # and address # dearly shown marked on the deck for each Inspection M iami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: C. /6. 2010 ,1 did personally inspect the roof deck nailing and Test Date: October 26, 2010 Permit #: RF810 -1492 Address: Giugno Residence 1296 NE 99 Street, Miami Shores, FL. Contractor: Fast `N Dry Roofing, LLC Roof Pitch: 4:12 Attachment method: Two Component Polyurethane Foam Adhesive — PolyPro AH 160 (NOA 06- 0201.02) Tile Type: Monier Flat Roof Tile Device Used: "IMADA" DPS 110 force gauge (Serial # 155879E) Total Sloped Roof Area: 25.00 squares Roof Area: 25.00 squares Total Number of Tests Number of tests Passed % Passed Field Area (1): 12.00 squares 20 20 100% Perimeter Area (2): 13.00 squares 24 24 100% No. of Corner Areas (3): 7 7 7 100% Ridge/Hip Areas: 143 pcs 14 14 100% October 27, 2010 To: Miami Shores Village Building Department 10050 NE 2n Avenue Miami Shores, FL 33138 €BB 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 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 100% of the static up -lift tests "PASSED" the testing criteria of 35.0 lbf loads, and 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 revis- OA 07- 1002.07) 10/27/2010 Paul Peana, P. Fla. Reg. No: Cc: Fast'N LLC Enc. Locatio Calibratio i - cate T — Tested tiles and Passed; F — Tested tiles and Failed; M — Missing Tiles; B — Broken Tiles; Total Area: - Field Area (1): - Perimeter Area (2): - No. of Corner area (3): - Ridge/hip areas: €BB Engineering & Testing Co. 7450 Griffin Road, Suite 140, Davie, FL 33314 Phone: (954)581 -7115, Fax: (954)581 -2415 www.cebb.net HANDLIFT RESULTS: Passed the protocol criteria of less than 3% loose. We performed the up -lift test. 25.00 squares 12.00 squares 13.00 squares 7 143 pcs No. of tested Tiles: - Field Area: - Perimeter Area: - Corner areas: - Ridge/Hip areas: TAS 106 TESTS LOCATION SKETCH Permit # RF810 -1492 Giugno Residence 1296 NE 99 Street, Miami Shores, FL. 20 24 7 14 t i 4 7 {_ $ `- ■ ■I 1n ! i W mMi U V k �IE� • '� 's.. �. i j , , i , t tliow IV L F N - {/ d 7.1".0 ..d $ ..2 3 , 1 Nal i ■� rt ?MI MI f N !Mar ..� 1 L . - In 1..:4 WANT 11111411110' II . � } . — _ iraring - r u , .. ....{ d__ .. ... .. Ei f.... ... .. T — Tested tiles and Passed; F — Tested tiles and Failed; M — Missing Tiles; B — Broken Tiles; Total Area: - Field Area (1): - Perimeter Area (2): - No. of Corner area (3): - Ridge/hip areas: €BB Engineering & Testing Co. 7450 Griffin Road, Suite 140, Davie, FL 33314 Phone: (954)581 -7115, Fax: (954)581 -2415 www.cebb.net HANDLIFT RESULTS: Passed the protocol criteria of less than 3% loose. We performed the up -lift test. 25.00 squares 12.00 squares 13.00 squares 7 143 pcs No. of tested Tiles: - Field Area: - Perimeter Area: - Corner areas: - Ridge/Hip areas: TAS 106 TESTS LOCATION SKETCH Permit # RF810 -1492 Giugno Residence 1296 NE 99 Street, Miami Shores, FL. 20 24 7 14 2870 Stirling Road • Hollywood, FL 33020 -1199 • (954) 925 -0499 CEBB Engineering & Testing Co. February 17, 2010 Purchase Order No. Verbal IMADA Digital Force Gauge Range 0 -110 S/N 155879E METALLURGICAL, INC. Testing & Consulting Services QCM Job No. 10BM -191 CALIBRATION CERTIFICATE Standard Lb's Instrument Reads Lb's 10 20 30 40 50 60 70 80 90 100 110 10.0 20.0 30.0 40.0 50.0 60.1 70.1 80.2 90.4 100.4 110.5 Digital Force Gauge Acceptable. Calibrated with Instron Tensile Machine, Load Cell. S/N 936, QCM -414, 2 pieces. Range 0 -1000 Lb's.. Accuracy at ±1.0%. N.LS.T. # Certs #30303, 30304. Date 8/11/2009 - 8/11/2010. 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 = 2/17/2010 Calibration Due = 2/17/2011 C. ciofano etallurgical, Inc. Fax (954) 925 -0988 • Miami (305) 949 -3166 • Email:ca9@icanect.net BUILDING PERMIT APPLICATION FBC 20 ESI Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Te1 (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER (305) 762.4949 Master Permit No. Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): CM RE a, u G N 0 Phone# : Address: S S 8 f//:' r j .yam �? / C' State: Zip: .... ?_7/V/ Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: AR 7 b N e 9 5 City: Miami Shores County: Miami Dade Zip: *Folio/Parcel#: 1!- g..2c)S — 40 ? — ®/y D Is the Building Historically Designated: Yes NO Flood Zone: VP CONTRACTOR: Company Name: 74 S? ( A) DR Phone#: (3 SOS �� Address: 6 / O U £' / O 20 City: P-04 V / « State: / '--- 3 zip: 3 33/7 Qualifier Name: 1./ 4- L 4IU , v /4l Phone#: State Certification or Registration #:CC C / 327 2 2 2 Certificate of Compey #: Co P �; n < 54)6 I _Email Address: , Of Q So i a0 - .. 60 iii eer: Phone#: Value of Work for this Permit $ /3. 300 Square/Linear Fie of Work: ok2.1 C� " Type of Work: OAddress DAlteration ONew epair/R j ODemolition Description o`f Work: 0 F COLOR THROUGH ROOF TILE REQUIRED acknowledged by: S foA r an"1 uu t 9 ISM Permit NA G- 14- {'z. * ** *, *** *r, **ra * * ***** ** ****** **** * *, * *F it * * * ***** * ***** ***** *** *******a ***+rte** *** Submittal Fee $ Permit Fee $ 3 ("`' CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $- Bonding Company's Name (if applicable) Bonding Company's Address City State Ztp 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 Appl' ti a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant Est promise in g, % faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose pr,,, , is subject to attachment Also, a certified copy of the recorded notice of coinmencement must be pasted at the job site for the inspection which occurs. seven (7) days after the building permit is issued In the absence of such posted notice, the will not be cipproved and a reunspection fee will be charged r Agent Connector The fi, - . ing instrument was acknowledged before me this / 7 The foregoing instrument was acknowledged before me this / 7 1 day of � 2010 by)�i¢ It Ore / � tf 6 t<l8 , day of 20 by �b r4 $/LJwsd,a) who is r • r known to me or who has produced 11 t R who is personally known to me or who has produced ,(, L As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Print: /101 My Commas' APPROVED B ires: * ** ** * **** * * ** *** **** * (Revised 07 /10107)Revised 06/10/2009XRevised 3/15/09Rrev6/4/10) NOTARY PUBLIC -STATE OF FLORIDA = lv +Bx� �'� MARY ROSE DIANA y � ' t l � *1 * C � o * mmission # DD651441 dad` Thru Atlantic Bondi Co o o U courier Strucfnal Review NOTARY PUBLIC: NORIO' Utii-IC-STA7EOFFL RNtil_ **grit rOSE DIANA • ContinLgsion # Ogg &vim: MAY 81, 2011- onded Thru Atlantic Bonding Co., lna, Clerk- CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self- performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: C I"k EW Gri Ch5 0 PERMIT # 10- t ztr ADDRESS: FOLIO NUMBER: 1 I S 5 -0 ( OFLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): VALUE OF PRINCIPAL STRVCT JRE (attach appraisal): f b O^ OWNERS SIGNATURE: DATE: 10 (6 • 2 ° /0 PLANREVIEWER PLAN REVIEWER SIGNATURE: DATE: Created on June 2009 NOTICE OF COMMENCEMENT A RECORDED CM MUST BE POSTED ON DIE .0111 STE AT weEtwfutsremsrEcum PERMIT NO. TAX FOUO NO. I I —32oc-oo9 STATE OF FLORDA: COUNTY OF MIAMI-DADE: 714E UNDERSIGNED hereby gives notice that Improvements will be made to certain real propety, and kr accordance with Chtpter 713, Florida Statutes the Mowing Information Is provided in this Notice of Oammencernent. Space above reserved for use of rem office 1. Legal, • • t.. and street/address: 53 42_ 641e_txrem4 &Resins re 4.3 -4;0 Lot A Z LL? 2- 2. Descdption of improvement 3. Owner(s) name and address: Interest in property: ()t Name and address of fee ample titleholder: 4. Contractor's name, nuelber: ADORN 5. Surety: (Payment bond by owner from contractor Name, address and phone numbest: Amount of bond $ 6. Lender's name and address: 7. Parsons within the State of Rorida designated by Owner upon Section 713.13(10)7, Rorida Statutes, Name, address and phone ntenber HARVEY RUVIN, C original filc • By --"IlorialtrormLatiror .11 8.1n addn to talent Owneradesignates the following person(s) to receive a copy Al Lienor's Notice as provided in Section • - 713.13(1)(b), Florida Statutes. Name, address and phone number: " 7 9. Expiration dtde of this Nonce of Commencement h e e x p e l / d o n d a t e I s 1 y e a r t e r n a t m d a t e o f t e o a r a n g unlesEe a clifielent date Is spealtietO WAM* TO OWilift ANY RWMENTS MADE BY THE OWNER AFTER THE 83:4RNION CF THE NOTICE OF COMmeICEMENT ARE CONSIDERED IMPROPER PAYMENTS z CHAPTER 713, PART?. SECTION 713.13. RAMA MUTES, AND CAN RESULT 04 YOUR PAYING rAticE FOR IMPROVEMENTS 70 . A NOTICE OF COMMENCEMENT MUST BE REGORIXED AND POSTED ON THE JOB SITE BEFORE THE FIRST INTEND TO OBTAIN RNANCING, CONSUIT WITH YOUR LENDER OR AN ATTORNEY BEFORE CONIMENCING WORK OR RECOR0R4G OF COMMENCEMENT. • Ownertar Authorized OfficerANnectoriPartner/Manager Avowed Name Sionahre(s) Print Morrie 110e0ffice TitiefOffice any) • STATE OF FLORIDA, COUNTY OF DADE hEREBY CEFIMFY thin 4 t7h2Lupy of an!? By Pet Eta 44 STATE OF FLORIDA •••2 $..„; of perms I declare that I have read the foregoing and In it we irue, to the best of rny knowledge and beret 123$4.821 aft •4 the following type of Swaim of Notary Public: Print Name: MAL) BY 1111111111 C4 201 CIF11355C)(3817 OR Bk 27387 P9 23021 (1P9) RECORDED 08/13/2010 14:11:23 HARVEY RUVIN7 CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA LAST PAGE tiP 410PATYTimr"Ittal,PiR.:- ,-, a uit and County Courts CLERK 4- 4,,6 , ,N, 12.7% M Po P-4 01‘.441 oa q The foregoing instrument WM acknowiedged before rne this -t ftleY of 711 arj-- . 7Di COUNTY OF MIAMI-DADE BY individuany, or Li as Ci Personally known, or (e--frIA .leivEg> uceit6e erifvO10062 e thnr, ce= KESLAINE VIELDA ALOE Ai MY COMMISSION II 008613432 EXPIRES March 10, 2013 FloddallotalyServcei.com ove . Sign Revd on 5121/2009 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: e-07-/d 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: OA 0 0+.e /� 4 c aG N v Property Address: / 47 9 to R/ C 9F S 7 Roofing Permit Number. Dear Building Official: I certify that I am not required to retrofit the roof to wall connections of my building because: he just valuation for the structure for purpose of ad valorem taxation is Tess than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 -' ofthe South Florida Building Code (1994 SFBC) Notary Public, Sate of Florida at L CARYk FL® GtUc- Jo Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he /she is the owner for the above Sworn to and subscribed before me this / 7 day of - o2e /0 a Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 • When the just valuation of the structure for purpose . ad valorem taxation is equal to or more than $300, 000.00, and the building was not construatill 1 1 nb a SFBC. Then you must provide a building application from a General Contractor for the Roof to Waif canneclion Hurricane Miligadon. . ^Y— _ Year: 2009 2008 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/$348,089 $50,0004404,814 County: $50,000/$348,088 $50,000/$404,814 City: $50,000/$348,089 $50,000/$404,814 School Board: $25,000/$373,089 $25,000/$429,814 Folio No.: 11 -3205- 009 -0140 Property: 1296 NE 99 ST Mailing Address: CARMELO GIUGNO 6538 COLLINS AVE 1$212 MIAMI BEACH FL 33141- Primary Zone: °----- - - - - - -- 1400 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL- SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 2,346 Lot Size: 10,932.70 SQ FT Year Built: 1951 Legal Description: SIZE 53 42 EARLETON SHORES PB 43-80 LOT 1 & E25FT LOT 2 BLK 2 LOT SIZE IRREGULAR OR 18686 -1393 07 1999 1 COC 22759 -4407 10 20041 Property Information Report miamidade.gov Year. Land Value: Building Value: Market Value: Assessed Value: Year. Homestead: 2nd Homestead: My Home Property Information Report • Assessment Information: 2009 $192,861 $205,228 $398,089 $398,089 Exemption Information: 2009 $25,000 YES Sale I nformati on: Sale Date: 1012004 Sale Amount: $540,000 Sale O/R: 22759 - 4407 Sales Qualification Description: Sales which are qualified View Additional Sales 1 1 [Close window] [Click here to Print] 2008 $275,130 $303,948 $579,078 $454,814 2008 $25,000 YES This report was created on 8/12/2010 3:25:27 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. Page 1 of 1 1 1 1 http:// gisims2. miamidade .gov /myhome /proptext _print.asp ?folio= 1132050090140&cmd= 8/12/2010 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES I u iLz ••• •� a • � ��� 1 a • • r r s FLORIDA BUILOINcc9Dv - 93 % r.-;L . � • • • • • • • • .•• • • AUG 1 8 2111 k Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Fo $Action A (General lnfortnatinn) Job Address / 94, 4).e ? / ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof ' C, teroofing ❑ Recovering ROOF SYSTEM INFORMATION Master Permit No Process No. Contractor's Name ❑ Low Slope ❑ Mechanically Fastened Tile ,Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal PaneUShingles ❑ Wood Shingles/Shakes Shingles SUBJECT CO CCMPIJANCE WITH ALL FEDERAL STATE AND C;✓UN rY RULES AND RECULATICFDS �0 CAs V'FAFS ❑ Repair ❑ Maintenance Total (SF) asoo 1. 142 E3Y I Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) a�O SACtinn R (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. i j aa," !■nr - i�0 II�t,i, I ■ ■ III ■ ■ br■ •II 11M9 VIM ■■■ ■■■ � JI ■NNUU„ ■ ■■M NNW J ■ ■� ,. ■ ■■ I ■■ II 1I ■ ■ ��`1 r ■r n iimiti 1d l ■ 0 •■ poi ■■■ ■■■■ 1111110 ili1P2011111'01 IERIFINNINS1101111 ■It y �,, omemo= , *Ci ■ ■■■ ■ ■■ ■ ,,,, MI ■pla ■ ■ ■ ■ ®® I ROOF ASSEMBLIES AND ROOFTOP STRUCTURES I u iLz ••• •� a • � ��� 1 a • • r r s FLORIDA BUILOINcc9Dv - 93 % r.-;L . � • • • • • • • • .•• • • AUG 1 8 2111 k Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Fo $Action A (General lnfortnatinn) Job Address / 94, 4).e ? / ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof ' C, teroofing ❑ Recovering ROOF SYSTEM INFORMATION Master Permit No Process No. Contractor's Name ❑ Low Slope ❑ Mechanically Fastened Tile ,Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal PaneUShingles ❑ Wood Shingles/Shakes Shingles SUBJECT CO CCMPIJANCE WITH ALL FEDERAL STATE AND C;✓UN rY RULES AND RECULATICFDS �0 CAs V'FAFS ❑ Repair ❑ Maintenance Total (SF) asoo 1. 142 E3Y I Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) a�O SACtinn R (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 9549774 ;SEPARLIES AND ROOFTOP STAUC1URES Notice of Acceptance Number 12 R;d� ventilation? I Florida Building Code Edition 2007 Nlgh•Vetocity Hiur1CBra Zone Unllorrn Perrntt Application Form. io . D St • • • Io• •d :.09 S ste Si P Sictp_ed_.Qoi_ y _s.Wm le.sp 1RxiQQ ARCHON `, Dock Type: E._ el - 07- 07)0 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): , • P2: AO P3: �° ° • �- P1: - Maximum Desi n Pressure / °, M e0onv /14 M g Approval Specific System): x (From the Product App te a / /d P Type Undorlaymenl: \ Insulation: \ Fire Barrier: PAGE 08/11 J Fastener Typo Spacing: ..... Adnaiiv(rme . . Type Cep Sheet: • • • •••••••• �0 •� \ Roof Covering: .• ••• • • • • •• • • • • • • • • • • • • • • • • • • • •• •• • • • • ▪ • • • • ••• • • ••• • • • • • • • • • • • •• • • • • • • • • • • • • •• • •• • • • • •• • • ••• • • •� \ Type & Size Drip X3 a te ( Edge: l _.... ..n •nnE — BUILWN 18 95497744 ARCON PAGE 09/11 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High Horrlcane Zone Uniform Parini! Application Form. Section RCTile Calcu For Mtxtstxd bamd ttTe crsttva a, chow either Method 1 or/ G+nP uo the valves for M with the valoea km M p if tho Mr vnittes art Grealcr than or opal to the M values, for each arm of the roof, then the ti)o anachmem method it acorpabla. ,C,�/f � �j r7 ) • M& L g4 'Mrl --6= Piuc2 Approval M ��__. tp l � t.t -ye= x �t v 0�� t a M mo �� A� t� /2(1c i.. 70��V 2... -_) •Md 0 t ° M �...� ' D. Product Appmv 1 Method 1 "Morocco Booed Tlk ntlatioaa ttr cq 0. lZOca.Os.aa..2.1_1).M /'2 .L rr (J Product Approval Method 2 "Simpliticd Tk Catculatltxd Par Tttde Rcto`✓ ptoduct Approval Mr Regoirol Martatt of Rc.ivatwe (Mr) Frtxa 7LNe)lcbw . - ■ Gott al.. •plan be uteri in mallow-11w Jnnrllnn with a lilt ( moms ry t'u tyttema t t K vtltte. ( fl H tl l t a Ivct (I of fl an or equal to Riot ',aloes, Pvr Uplift helm(' ilia syaramc we Method . .Comp for rnch wet of tttc roof, that the tale .tt.chmor,t method it acrquebk. Mct od 7 'Moment tl.rcd Ylln C•kulatlone Pot RAS 127" x w: • ,�) • W' x co. A % Fr t Pnwb'cl Aprnpvd P• (PI: x L ,.._, -- - . Product Approval r xw ;._�). x cw r7 crl:.� x L. rtr, n — = p . — I•nxhr t Approval r•' ,,,. x - - Where to Obtrlin Information Where to find RAS 121 Table 1 or by an enemcccint annlyslc prreernd by PE based on ASC>:7 15.95 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem 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 ant the contractor. The owners initial in the designated space indicates that the item has been explained. 1. C- Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction 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. C • C • Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3, C' ( • Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor andlor owner should notify the occupants of adjacent units of roofing to be performed. 4. C- C`Z Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5, C • G' Ponding water: The current roof system andlor deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new rooting system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. C- • Cr Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension 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 R4402, R4403 and R4413. 7. C `" Ventilation: Most roof structures should have some ability to vent natural airflow through the • • • •iretewor of • • • ee stutkur�•assembly (the building itself). The existing amount of attic ventilation shall not be r d . • � jnYay bc?neflcial to consider additional venting which can result in extending the service fife of the • • • .. f� • • • • • • •• • • • • • • Revised on 7/9/2009 LD • s ignatLe ; pa1� . • • • •• • • • 0 00 • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • •• • • • • •• •• ••• • • • • :¢ Con or Signature Date MUM CO= COMMANcE Omar ( ) PROMICT CONTROL DIVISION NOTXCE OF ACCEPTANCE (NOA) Madrr Litedie, LLC 280 Spry Read Lake wales, PL Sam This NOA is being issued wider the applicable rules and row governing the use of con materials. The documentardon submitted has been reviewed by Miami.-Dade County Product Control Division and accepted by the Hoard of Rules and Appeals (BORA) to, be used is Mani Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the elation date orated below. The Miami Comfy Product Control Diviaion (In Miami Dade County) aooad/ar the MU (in areas other than Miami Dade Comity) reserve the rigid to have this product or material tested for quality aasuomce purposes. If this product or miderial fails to perfoucm in the accepted manner, the manufacturer will incur the expense of such testing and the AM may immediately yoke modify, impend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is d by Mang -Dade County Product Control Division that this product or modal falls to meat the requirements of the applicable building code. • This product is approved as described herein, and has been designed to comply with the P'ldxida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Sammy (Shacks, Slate, SpIlt Shake) Canacrete Real Tilt LABRI.YNG; Each unit shell bear a pelt label with the inanuftcturers name or logo, city, State and following statement; " Miami -Dade County Product Control Approved ", umiaead otherwise noted herein. RENEWAL of this NOA shall be considered afar a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. ',CITATION of this NOA wilt occur after due expiration date or if there has been a revision or change in the materials, use, aad/a manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or tiny 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 wards Miami -Dade County, Plamlde, and followed by the invitation date may be displayed in advertising literature. If any pardon of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this enthe NOA shalt be provided to the fused by the ntanufactunsr or its distributors and shall be available for inspection at the job site at the request of the Bnildirng Official. This age4s l+Gv1 ! O2 -12006 and consists of pages l through 8. The enitte0 gecNekebeig4 wesraviewcd by Alex Tina. ..... • • • •••• • • • . . • • • • • • • -410#' reAMI-DADE COUNTY. FLORIDA itiCIROMADOACILER BUIID1NG 140 WEST FLAIR= STMT. ecunii 1603 DOAK FLORIDA 33130 -1563 (305) 375 PAX (305) 3754908 NOA Na. :07.0710.0 3 Espketton Dares 12/16/12 Apprav$ »s*sr MVO Papa en ROOFING ASSEMBLY APPROVAL Warr!: Sub - Category: Material: ' 1, SCOPE This renews and revises a system using Monier W tsla Saxony (Shake, Slate and Split Shake) Concrete Roof Tile, as manufactured Mosier Idle LLC in Lie Wales, PL and described in Section 2 of this Notice of . Ace. For locations where the pressure requirements, as detained by applicable Building Code does not exceed the design pressure values obtained by arlculadons 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 DFSCR PTION AARON Monier Lifetile LLC 1.16W Saxony (Shake, Marc w 12 -31$" and Split Shake) TRa .6" thick Trim Pieces I c varies w as yarles varying thicknee:s 2.1 SUBMITTED EVIDENCE: TTder Redland Technology The Center for Applied Engineering. Inc. The Center for Applied Engineering, Inc: The Center for Applied Engineering, Inc. The Center for Applied . • • • • •• • • • • • ••.• •• • . . • . • • • • a • • • • • •• • • • • • • • • Roofing Hat Profile Roofing Tiles Concrete Test • Product uct Ilicaine 7161-03 Appendix III 94-084 94-060A 257183.6 25-7183-5 TAS 112 • Plat intedockiog, high press= extruded amen* roof tile equipped whit two nail holes. For direct deck or battened nail -ou, mortar or adhesive set applications. TAS 112 Accessory trine. concrete roof pieces for use at hips, rakes, ridges and valley twninadans. Manufactwgd for each rile profile. Static Uplift Testing Dec. 1991 PA 102 A PA 102(A) • Studs Uplift Testing May 1994 PA 101 (Metter Set) Static Uplift Testing March, 1994 PA 101 (Adhesive Set) Static Uplift Testing Feb. 1995 PA 102 (2 Quilt -Drive Seraws, Direct Dock) Stadc Uplift Testing Feb. 1995 PA102 QuIk Ddve Scec+ws, Batts) NOA Nos 074710.05 Expired:* Dats:12116/12 Append Date: 09/1)7/0l Thee 2 de The Center afar Applied En The Center for Applied Engineering, Inc. Redland Technologies Rolland Technologies Rolland Technologies Rolland Technologies The center for Applied ing, Inc. Oelatex Corps atian Testing Service Celotex Corporation Testing Service Wallow Engineering, Inc. %lbw Engineering, Inc. Waller Engine, Inc. Walker Engineering, Inc. Walker Ming, Inc. Walker Engineering, Inc. Walker sneering, Inc. Nuttbog Engineering • ..• • • • • • • • • ..• • •• •• 25-7214-1 25- 7214 -5 . 7161-03 Appendix 11 Iffier Dated Aug. 1,1994 P0631-01 PO402 Pmvjec t No. 307025 Test fiMD -77 520109 -1 5201114 520191 -1 Calculations Bvaluadon Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Calculations 129 • • • • code .. • camp Static Uplift Testing PA 102 (1 Qailk-Thive Screw, Direct- r Static Uplift Testing PA 102 • (1 QnMk Drive Screw. Batten) Win Tunnel Testing PA 108 (Nail -On) WindTuunel Testing PA 108 (Nall -On) Wind 'runnel Testing PA 108 (Mortar Set) Withdrawal R e Testing of screw vs. smooth slunk nails Wind Driven Ruin PA 100 Static Uplift Tesdng PA 101 • Static Uplift Testing PA 101. Aerodynamic Multiplier 25 -7094 25-7496 25 -7584 25- 7804b-8 • 25- 7804.4 & 5 Z-7848-6 25 -7183 Two Patty Adhesive Set System Restoring Moment Due to Ckavity TAS -112 • March. 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Dec, 1998 March 1999 June 2007 February 1996 April 1996 Deeomber 1906 March 1995 April 1999 June 2007 Jan. 2007 3. LUM[TATIONS 3.1 Phu classiffcadon is not part of this acceptance. • 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accndance with RAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quartedy test.in accordance with TAS 112, appendix `A'. Such testing shall be submitted to ' the Building Code Compliance Office for review. 3.4 *aim= unerh moent shall be in compliance with the applicable Rocrthig Applications • • • • ::%$nstds section4:1 herein. • . 3.S awq. hit ttlitpehautdalment whatnots ni&y be installed perpendicular to the roof slope • • • • • unless lasted ott>erwise by tie undeslaytaent matechd mandacturers published lime. 3.6 This acceptance is for wood dock applications. M aim= deck requkremeuts shall be in Ma Nom a7-• 71x.8$ 111'a$ra1 o. Pales 12116/12 Approval Darn 091417107 Pr;03 48 4. INSTALLATION 4.1 Monier Lifed Saxony (shake, Sate and Split Shake) Concrete Roam Tile 'and its components shall be installed in aatict compliance with Roofing Application Standard RAS 118, RAS 119 rind RAS 120. 4.2 Data For Attact C;aicpdona Prong M , Mate The 2 ":12" S".12W 4v :12" 8":17t" • star r 7 ":12" or Menley tune Direct Dnttens Direct Battens rent Balton Db er ) Deck . Deck Deck Deck Deck iot Bns Direct Battens Dkect Saxony tea 7.14 6.66 7.07 6.47 6O 834 6.83 8.18 8.68 6.02 848 Sta to and S Shake) Tie .. ••S • • • • •. • • • • •• • • • .• . • • ••• • • • • • • • • .•• • • • • ...• • • • • • •• ••. • • • • • • • • • • • • • • • •• •• .... • Tabu 2 Aerodynamic Mu Mn 4 kilt) 1 B 0.85 West flack imelicadon 0.800 NOA No. 014710.05 Rttpkailon Rats 124Qf2 Approval Thin Oter7107 Pap 4ors 4: AlRcnlnen[ taserestnos t+iall•01! Fastens Type Expressed tap a Moment $ L - Mt (IMO , Dh Deck (min. 1 W3 2" Saltine - Direct Peck (min 18132" plywood) ood) 2 -10d RIn_ N S hank l 1 -1 Smooth or�L Drew Sh k Noll 3o.9 ______41_____2 7.8 — 9.8 4.9 2.10d &smith or Shank Ms 14.0 19.8 74 198 Sir MA 30.8 18.2 2 9SSome - 51.7 61.7 24.4 242 1- .1: '"''"" or = • - Shenk8l bald CIO 24.3 24.3 1-10•I mooch or Screw Shank , :1 - h • 19.0 19.0 221 2.10d • , • , or Sorow Shank Is al • 36.6 35.5 34.8 - Od Smooth or z •• = Shank Nakao. MP) 31.9 • 31.9 32.2 Saxony S and Spilt Shake) Tile Table S: Attaahmeat Rseletenos Expressed as a Moment IM, (1! -Ibt) br Two P ty Adhesive et The Prof Ie • TilApplication Minimum Atteohment • Rene Monks Lfleae Saxony • 2 �r • .. ; r►t •�• Average Per parry 3.6 gem Mama wail * par patty a gram. s• ••• • • • • • •• • • • s • • • • • • •• •• • ••• • • • • •.• • • •• ••• •. • • • •• • • • • • • •• ••• • • • • • • • • • • • • AO/L Nat Y • • • ■ • • • • • • yyh�M�tt„„ • • • • • • • • . 12116112 • • Append Date 89/07IO1 hod oil ••• • • • • ••• • • • • • • • • ••: • • • • • • • • • • • • • •. •• ••• •� •• • ••• • • and Split Shake) h. 31.r Man - C . Slats and Minimum Attteehmait Remittance 1 40.4 Table 8: Attachment Resistance Expressed as ie Moment - MANIA for Hotter or Moldy. ; Profile icatiorResistanee 7Tw te Aitsohment Mortar Shako Tile 43.9 a 8. Table 7: A#tschm ent Resistance deed as a Moment • Mr (tMbt) Adhesive OM LABELING All Was shall boar the imprint or identifiable making of the manufacturer's name or logo, or statement "Miami Dade Co u ty Product Control Approved ". 110 000 • • • • •• : :: . •• • • • • •.• • •• . ••: 0 0 0 0 . 0 • • •• •• . • •• ••• • • • • • . : : 11 • :•: • • • • • 0 011 • • • • * :' . . • • • ••0 • • • • • • • • • •'' ' •0.11 • • : : •• •• • • • • • 11 BORAL.LIFETILE Mosaauvrrns LLC, ONY Tux Mom WALES FL) LOCATED urm TuTax NOA No.: ®7-07104$ liertrasion Date 12/16112 APPrvul Dom 09/07m7 Pap 6(01 6. BUILDING ATOM REQUIREMENTS 6,1 Application for building pernit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. . 6.1.2 My other documents required by the Building Official or applicable building code is order to properly evaluate the installation of this system. •• ••• • • • • • •. • . • • • • • • .. .... .• • • • •. • ••• •• ••• • • • • • f • • • • • •• • •• • • • • • • • I1 • • • • • .• • • • • • • • • • • • • • • • • • • L T , • •• • ' :i:. • • • • • • • • • • • • • • •• •• • • •• •• ••• • • • • • PROS= DRAWINGS WATERLOCK Mornzilawnix Sammy Comma Raw Tux *An MoDsr.) NOA Noa 07.011.05 Ewa Data: 120/12 Approval Dame 09/17107 Rae 7 on MoNjgxtanamz SAXONY CONCRETE ROOF TILE Our SHAKE MODEL) •...... • • • •. • • • • • • • •• ••• •• • • • •• • ••• •• ••• • • • • • • • • • • • • • • •• 0 • • • • • • • • • • • • • • • • • •• • •• • • • • • • • • • •• ..3.4 • • • • • w • • • •2.'. • • • • • • • • • • •• •• • • • •• ••• • • • • • • MoNIERLnwTL* SAXONY CONCRETE stow Tax Ow= IT, ) END OF THIS ACCEPTANCE NO & No.: ED -410.0.; Espinthma Data 11/16/12 APPreqd Deli Wpm" Pap II BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLERTREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the matu acturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 Pie submitted documentation was reviewed by JR rge L. Acebo. • • • • • • • •• ••• •• • • • •• ••• • • • • • • • • • • • • • •• • • •. • •• • • • • . . • • • • • • • • • • • .• • • • • • • • •• • • • 0� • • • • • • ` •• • • • • • • • • • • • • •• . • • • •• • • •• • • • • •• • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro +? A11160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications Polypro® AH 160 N/A TAS 101 Foampro® RTF1000 ProPack® 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AI-1160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content • • Not : •The! lmiegl groperties listed above are presented as typical average values as determined • . •; ;by apccgptee A9'.t7M test methods and are subject to normal manufacturing variation. •• • •.• •• • • • •• • • •• •• • • • • • • • • • • • • • • • • • • • •• • • • • �CE • ••• • • • • • • • • • •• •• • • • • • • • •• • •• .• • •• • • • • • • • • • • • • • • • • • • • • • • •• •• N/A N/A Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment Results 1.6 lbs. /ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch +0.07% Volume Change +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% -46 F., 2 weeks NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 2 of 7 ••• • • • • • • • • •• :, • EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 • 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH 160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 1 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with . • • • •: ttet tile.as:eigblieS shall test in accordance with TAS 101 with section 10.4 as modified herein. • • •• • • • • • • • ... .. • .... I F` •• W 2 •• • • • ••• • • • •••• • •••• • • • • • •• • • • • • • • • • • • • • • C� • • • • E P' • • • • • • • • • • •• •• • • • • • • ••• • • • ••• • • F'= MS NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two 11*addy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 ' 24 n N/A Flat, Low, High Profiles #3 $ • • BLTILDLNG PERMIT. REQUIREMENTS: • INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA tha €lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro n AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polyproo AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. LABELING: All Polypro® AH 160 containers shall comply with the Standard Conditions listed herein. • „As cett,4ythg•) uilding Official or applicable building code in order to properly evaluate the • • iri%tallatidn of this systtfn. •. .•. .• ..• • • • • • • • • • • • • • • •• • • • • • • • Q r ••• • • c ��p F • •• • • • •• • • • • • • • • •- •• •• • • • ••• • • • ••• • • • NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04 /13/06 Page4of7 !.• ••• • • • • • •• • • • • • • ••• •• • • • •• '••• •• ••• • • . • • • • • • •• • • • • • • • �`t ? :. • ••• • • • ••• • • • • • .. • • • • • • • • • • • • •• •• • • • •• •• y. • • ••• • • ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Place enough adhesive to achieve 11 to 23 Optional 2x4's for square Inches in contactwith the pan tfle steep pitch app9catioas 2)Twn covers upside down. Place adhesive 112 In. T o 1 in. From outside edge of covert le. Then instal the tile. R tap 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. Eave closure (mortar shown) NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page5of7 Nail through plasUc cement Undarlayment T in, i�in. Eave Closure Paddy (Beneath Tile) Nail through plastic cement Underloyment Paddy Beneath Tile) Eave Closure •• ••• • • • • • •• • • • • • • • • • .•♦ ••• •• • • • •• • ••• • • ••• • • • • • • • • • • • ..• • • •• • • • • • -s; • • • • • • • • • .• ';T •• • • • • •:• • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • -. • • ••• • • ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page6of7 Nail through plastic cement Orin. I x3in. Single paddy on under - layment Single paddy on top of tile Single paddy under tile Paddy (between tile) Paddy (under tile) Eave course 2 in. X 7 in. medium size paddy eave Fascia • course only •• ••• • • • • • •• • • • • • • • • ••• •• • • • •• ••• • • • • • • • •• •• ••• • • • • •••• • •• • • ••• • • • • •• • • • • • • • • f% ••• • • -6 1 , 21.`c , • • • • • • • • • • • • • • • •• • • • • ••• • Nail through plastic cement 1 ' 31n.x 3In. Single paddy on underlayment Single paddy on top of tile ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Eave Course Nail through plastic cement Underiayment Single paddy on under - layment Single paddy under tile Single paddy between the 2 In. x 7 in. medium size paddy eave course only Single paddy on top of the Eire Course Fascia Weephole Eave closure DrIP edge ( Single paddy between tile Eave Closure 2 in. x 7 in. medium size paddy eave courselnly Fascia END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 UNDERLAYMENTS POLYFOAM PRODUCTS, INC. 10798 NW 53rd Street Sunrise, FL 33351 Phone: (954) 578 -1559 Fax (954) 578 -104 POLYPRO AH -160 ROOF TILE ADHESIVE INSTALLATION INSTRUCTIONS POLYPRO AH -160 Roof Tile Adhesive will adhere to various types of asphalt saturated or coated underlayments, from smooth surface ASTM No. 30 to granulated mineral surfaced roll roofing ASTM D249. The adhesive will also adhere to modified bitumen products. These types of products are usually more critical when determining resistance values, due to the percentage of modifiers and the effect the modifiers contribute to the softening of the top surface when exposed to elevated temperatures. Products surfaced with polypropylene or silicone based surfaces are not recommended. UNDERLAYMENT ATTACHMENT Since the roof components are being adhered to the top surface of the underlayment system, consideration must be made for the attachment of the underlayment to the substrate. Polyfoam Products, Inc. lists the most commonly used attachment systems in our evaluation or compliance reports. Contact Polyfoam Products, Inc. for attachment recommendations in your area. FLASHINGS NAILABLE WOOD DECKS - Attachment of the underlayment system to nailable decks can be calculated mathematically and is dependent on various factors which range fipom the type of fastener, the diameter of the fastener, the type of substrate, fastener density, pull over value of the {astener head through the underlayment, mean roof height, basic wind speed etc. NON - NAILABLE DECKS - Typically these types of decks are usually primed, and the waterproofing is accomplished with self - adhered membranes, cold process systems or applied with hot asphalt, modified acrylics, Elastomeric type products or to raw concrete. • . . .. •. .. •. • • • • • • • • • TOTAL RESISTANCE VALUES ••• • • • • • • • .•. . • • • • • • • • • Rev. Seppem� fir• �;, 2�OO5 • • .... • • • ..• • • Page 1 Apply the flashing material according to the tile manufacturers recommendations, Roof Tile Institute (RTI)/ Western States Roofing Contractors Association (WSRCA) "Concrete and Clay Roof Tile Installation Manual for Mod irat ; Climat s Reg •ons FRSA/RTI "Concrete and Clay Roof Tile Installation Manual" (System 4), Florid: Building.Colle;RAS 220 or local code requirements. oistmi t M AY ROOF TILES . P. ® MI - 16Q wilj adhere to both clay and concrete roof tile as well as other roof •• components.: • ••• • • • • ••• • • • • • Polyfoam Products, Inc. provides five different paddy placements to meet the wind design pressures for various mean roof heights as well as, basic wind speeds. Polyfoam Products has the highest total resistance values than any currently approved attachment system including mortar, (fails, nails and hurricane clips and/or screws with no (or minimal, depending on the pitch of the roof) penetrations through the waterproofing underlayment. Our attachment resistance values are included in our evaluation or compliance reports. For specialty jobs please contact Polyfoam Products, Inc. Note: Refer to product approval or evaluation report to verify approved paddy placements for your region. ADDITIONAL ATTACHMENT REQUIREMENTS Additional fastening may be necessary on steep pitches to hold the tiles in place until the adhesive has a chance to cure. The fastening requirements are as follows: For flat/low, medium, and high profile tiles, for slopes above 6 ":12" up to and including 7 ":12" fasten every tile in the first course and every third tile of the fifth course in addition to the tile adhesive. Note: Some code bodies may require the eave tiles to be fastened at lower slopes. For slopes above 7 ":12" fasten every tile in addition to the tile adhesive. Apply compatible flashing cement to seal all fastener penetrations where required. Note: When utilizing tile with battens lugs engaged over battens additional tile fastening is not required. As an alternate to nailing every tile, for tiles designed with batten lugs only, tiles may be engaged over 4 ft. long, minimum, nominal 1" x 2" pressure treated, decay resistant battens or galvanized metal batten. Battens shall be fastened to the sheathing with 3 - 8d ring shank (0.120 inch diameter) nails or screws per each 4 ft. long batten. When utilizing battens, tile headlap shall be 3" inches unless restricted by product design and preformed flashings with metal edge returns shall be For two piece barrel tiles only, for slopes above 6 ":12" up to and including 7 ":12" fasten every pan tile in the first course and every fifth course thereafter in addition to the tile adhesive. Note: Some code bodies may require the eave tiles to be fastened at lower slopes. For slopes above 7 ":12" fasten every tile (cover and pan tile) shall receive one fastener in addition to the tile adhesive. For attachment of cover tiles, on pitches above 7 ":12 ", the use of wood stringers under the cover tiles are optional. As an alternative, the use of galvanized, stainless steel, or copper wire and/ or compatible fastener or a straw nail (gutter spike) is also an acceptable option. Apply compatible flashing cement to seal all fastener penetrations where required. Some modified bitumen self-adhered membranes, have sealing capabilities. Contact the underlayment manufacturer for sealing capabilities of the specific waterproofing membrane. .. • • • • • • • • •Fastee�s gh�llbq corm; ion- resistant, (ASTM A 641, class 1 or approved equal), of sufficient length • to 158i1etr'dte tl'ie deck d minimum of 3/4" or through the thickness of the deck, whichever is less. • ... .. ... • • •. • •.•. • • • • •• • ..•. •. • • . . • • • • • • .. • • • .. • • • • • • • • • . .. • • • • . .. • • • • •• • • • • • • • • ••• • • • • • • • • • • • • • • • • • . • .... • • • • • • .... Rev. Oct. 27, 21n6 • COMMENTS AND LINIITATIONS 1. POLYPRO'' AH -160 Roof Tile Adhesive shall be applied over a underlayment installed in compliance with the underlayment fastening tables as listed in our evaluation or compliance reports. (Call Polyfoam for underlayment recommendations.) 2. Installation must be by a factory trained "Qualified Applicator" approved and licensed by Polyfoam Products, Inc. 3. Test paddys must be shot at least every other course of tile and quality of adhesive verified. 4. Calibration of the FOAMPRO dispensing equipment is required before application of any adhesive. The mix ratio of the "A" component and the `B" component shall be maintained between 1.0 -1.15 (A) to (B). For Ratio Calibration: Take the net weight of the "A" chemical and divide it by the net weight of the `B" chemical. 5. PROPACK dispensing systems are pre - pressurized in the factory, however temperature and extended and or improper adhesive dispenser usage will effect the ratio calibration of the dispensed adhesive. Note: Polyfoam Products, Inc. strongly suggests verifying the calibration of the Propack units. This can be accomplished by weighing the chemical as indicated in item #4 above or by thorough examination of the test paddys required in item #3. Contact Polyfoam Products, Inc. for detailed instructions. (888) — 774 -1099. 1 6. Adhesive shall be placed in accordance with our "paddy placement details" as mentioned in our evaluation or compliance reports. 7. Adhere tile directly in freshly applied adhesive. Tile must be set prior to adhesive "skinning over" usually 1 - 2 minutes depending on the ambignt temperature. 1 8. POLYPRO ® AH -160 Roof Tile Adhesive shall not be exposed permanently to ultra- violet rays (sunlight). Any exposed foam may be chit away and covered with mortar or coated with a good quality acrylic paint or a paint designed for the application to • • •• • • • • • . pQIXuretbane foam. . . • .. • ••: 9.: • . •PC5C1 ..RO ® AH -160 Roof Tile Adhesive shall be applied with Polyfoam Products dispensing equipment only. • . . . .... • • •. • . . . • • • • •• • • • • • .. • •• • • • • • .• •. • . .. •. .... • • • • • • • • • • • .•. • • • • .• • • • • • • • . .. • • • • . . . • . • • • • •rev' COCA A 2800:' '. Page 3 Nall through plastic cement (when require Underlayment 3 In. x 3 In. Battens optional Eava CouraQ • \ Ewe Chinni Flat/Low Profile Medium Profile igh Profile • Paddy (Beneath Tile) • • ••• • • • • • • • • • • .; • • ••• • • • • • • . .'. • • • • • • O1t.'2'7, 2000: •: Fascia j � /j:.� Nall through plastic cement \ j , (when required) Underlayment r Nall through plastic came (when required) Underlayment 3 In. x 3 In. Battens optional Paddy (Beneath Tile) `` 1 •• ••- •`l\ • 0 - / • • • 'Fasola a•. � Wesphole Eays Course Ewe closure • • Drip edge • • • • i • • • • • • • • • •• • • • • • • • • Page 4 Small Paddy Placement Flat / Low Profile Tile 1) Starting at the eave course, apply a minimum 4" (101.6 mm) x 4" (101.6 mm) x 1 1/2" (38.1 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 8 (51.6 cm - 9 (58.1 cm square inch adhesive contact with the underside of the tile. Medium Profile Tile (Double Pan Tile) 1) Starting at the eave course, apply a minimum 4" (101.6 mm) x 4" (101.6 mm) x 1 1/2 "(38.1 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 8 (51.6 cm - 9 (58.i cm square inch adhesive contact with the underside of the tile. High Profile Tile (Single Pan Tile) 1) Starting at the eave course, apply a minimum 4" (101.6 mm) l4 (101.6 mm) x 1 %2" (38.1 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 8 (51.6 cm - 9 (58.1 cm square inch adhesive contact with the underside of the tile. Nall through plaetlo cement (when requlr •. Underlaym•nt Eave Closur Flat/Low Profile Nall through plastic cement Paddy (Beneath Tile) (when required) _ — • �_� Underlaymant ' Medium Profile Nall through plastic cemeM (when required) „. Underlaymant Hi�7i ri l • • • • •• • • •. • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Medium Paddy Placement Flat / Low Profile Tile 1) Starting at the eave 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. 2) Continue in same manner. Insure approximately 10" (64.5 cm - 12 (77.4 cm square inch adhesive contact with the underside of the tile. Medium Profile Tile (Double Pan Tile) 1) Starting at the eave course, 'apply a minimum 2" (50.8 mm) x 7" (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. 2) Continue in same manner. Insure approximately 12 (77.4 cm - 14 (90.3 cm square inch adhesive contact with the underside of the tile. High Profile Tile (Single Pan Tile) 1) Starting at the eave course, apply a minimum 2" (50.8 mm) x (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 overlodk of the tile being set. 2) Continue in same manner. Insure approximately 17 (109.7 cm - 19 (122.6 cm square inch adhesive contact with the underside of the tile. Nall through plastic cement (when require Battens option Two 7 gram paddles one stacked on top of the other 2 In. x 7 In. medium size paddy eave course only 3 Single 7 gram } paddy prior to second paddy appllcatlon . Eave Course Eave Closu Flat/Low Profile Nail through plastic cement (when required) Battens optional • Single 7 gram 3 In.. _ paddy prior to second paddy application / Eave Course 3 In.. Two 7 gram paddles; one stacked on top of the Other •- � ,10 YJ I Save I / Closure 2 In. x 7 In. medium slue paddy save Fascia Course only Medium Profile 4 Nall through plastic cemen._ (when required) • Underlayment Battens optional.-.-----, Single 7 gram paddy '_ prior to second padd appllcatlon 1 3In 3In. \ :. • •• ••• •� O.:.,. • a� • • • Ea•e• • • Curd • •• ••• Two 7 gram paddles; one stacked on top of the other 2 In. x 7 In. medlu sire paddy °eve • ^_course only r S i j Fascia • .a Weephole • -- • : ' Eave closure • 7 •/• • • - . Drip edge High „PrQWe • • • • • • • • • • • • • • •• • • ••• • • • • • • • • • • • • • •• •• ••• • • •• ••• • • •• • . • • •• • • • • • • • • it • • • • • •• • • • • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • Dual Stacked Method Flat / Low, Medium and High Profile Tile 1) On the eave course only, apply a minimum 2" (50.8 mm) x 7" (177.8 mm) x 1" (25.4 mm) foam (medium) paddy onto the underlayment positioned as shown. Place paddy under the strengthening rib for flat tile, 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" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. 2) Also apply a 3" (76.2 mm) x 3" (76.2 mm) x 1" (25.4 mm) foam paddy onto the underlayment above the eave course line as shown. Place paddy under the strengthening rib for flat tile or under the pan portion of the tile, closest to the overlock, for tile application of the second course. Alternate between eave course and second course paddy application. Set the eave course of tile. Continue in same manner. It is easier to work in a horizontally, however it is not mandatory. Insure approximately 10 (64.5 cm -12 (77.4 cm) square inch adhesive contact with the underside of the tile for the eave course only. J 3) After the 3" x 3" paddy on the second course of tile has cured to touch, apply another 3" (76.2 mm) x 3" (76.2 mm) x 1" (25.4 mm) paddy directly on top of the cured paddy. At the same time, alternately apply a 3" (76.2 mm) x 3" (76.2 mm) x 1" (25.4 mm) foam paddy onto the underlayment for the application of thF gird cdurse in the same position as mentioned in number (2) above. Set the tile on the second course and allow the small pad for the third co &rse to skin over. 4) Continue in same manner. Insure 5 (32.3 cm - 7 (45.2 cm square inches in contact with the underside of the tile for all courses except the eave course. Nall through plastic cement (when require Battens optional I S Singlundee paddy In. r file x 3 In. ....,-% Single / ' 2 IW d In. paddy on i ,, w under - layment „,/, Single paddy on top of tile Paddy (between tile) Paddy ' (under tile) ' Eave course 2 In. X 7 In. medium size paddy eeve Fasela only Flat/Low Profile Medium Profile Nall through plastic comer". (when required) Underlayment Single paddy under tile Single paddy between tile 2 In. x 7 In. eledlpeddy save course only Battens optlonal • l • • • • • • • • • •• • • 40" / x 3 In. • • Single • • pa • 41 • • • �� - '- • under. • • !, •• • • •� ��.% laymen" • • `��• • • �� j��j� • Fascia Weephole • • 4 •E closure • X %/ • • • • Drlp edge • • • • High Profile ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • e • • • • ••• • • • • • • • • • • • • •• •• • ••• • • Two -Paddy Placement Flat / Low, Medium and High Profile Tile 1) On the eave course only, apply a minimum 2" (50.8 mm) x 7" (177.8 mm) x 1" (25.4 mm) foam (medium) paddy onto the underlayment positioned as shown under the strengthening rib for flat tile 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" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. 2) Apply a 3" (76.2 mm) x (76.2 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the first course line, positioned foam paddy under the strengthening rib for flat tile or under the pan portion of the tile, closest to the underlock of the eave tile to be installed. Install eave course of tile. Insure approximately 11 (71 mm square inch adhesive contact with the underside of the tile for the eave course only. 3) Apply a 3" (76.2 mm) x 3" (76.2 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line, positioned foam paddy under the strengthenink rib for flat tile or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. 4) Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (19 mm) paddy on top of the eave 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 unde ock,df the first course of tile. Install second course of tile. It is easier to work in a horizontally however it is not mandatory. Insure approxhilately 9 (58.1 cm - 11 (71cm square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm - 9 (58.1 cm square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner.